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HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 5 - UTILITY PLANSFi l e p a t h : K: \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ C D \ C D - C O V E R . D W G L a y o u t : LA Y O U T 1 3 X R E F s : c d - d h i c l o g o , c d - s t a m p , v i c m a p Pl o t t e d : MO N 1 2 / 1 1 / 2 3 1 1 : 1 9 : 3 2 A B y : Ol i v i a R i l e y NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . Know what's below. Call before you dig. ® ISSUE DATE: DATE REVISION COMMENTS PROJECT #:20101312-11-2023 UTILITY PLANS FOR ENCLAVE AT REDWOOD SITUATED IN THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. DECEMBER 2023 SCALE: 1" = VICINITY MAP 900' XFMR ABBREVIATIONS BOP BOTTOM OF PIPE BS BOTTOM OF STEP BYOT BY OTHERS BW BOTTOM OF WALL (FG) CONC CONCRETE DIA DIAMETER DIP DUCTILE IRON PIPE DR DOOR DS DOWNSPOUT E EAST, EASTING EGL ENERGY GRADE LINE EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT ESMT EASEMENT EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FLOW LINE GB GRADE BREAK GV GATE VALVE HC HANDICAP HGL HYDRAULIC GRADE LINE HORZ HORIZONTAL HP HIGH POINT INV INVERT LP LOW POINT LSD LANDSCAPE DRAIN MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH, NORTHING NHBZ NATURAL HABITAT BUFFER ZONE PHS PHASE PR PROPOSED PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE ROW RIGHT-OF-WAY SAN SANITARY SS SANITARY SEWER STA STATION STM STORM TB THRUST BLOCK TBC TOP/BACK OF CURB TOP TOP OF PIPE TS TOP OF STEP TW TOP OF WALL (FG) TYP TYPICAL UG UNDERGROUND VERT VERTICAL WAT WATER 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com ” ” SHEET INDEX Sheet Number SheetIndexNumber Sheet Title CIVIL CONSTRUCTION C-1 1 COVER C-2 2 NOTES C-3 3 NOTES C-4 4 EXISTING CONDITIONS PLAN C-5 5 OVERALL UTILITY PLAN C-6 6 DETAILED UTILITY PLAN C-7 7 DETAILED UTILITY PLAN C-8 8 DETAILED UTILITY PLAN C-9 9 DETAILED UTILITY PLAN C-10 10 DETAILED UTILITY PLAN - TRACT A C-11 11 GRADING PLAN - KEYMAP C-12 12 OVERALL GRADING PLAN C-13 13 DETAILED GRADING PLAN C-14 14 OVERALL GRADING PLAN - TRACT A C-15 15 DETAILED GRADING PLAN C-16 16 DETAILED GRADING PLAN C-17 17 DETAILED GRADING PLAN C-18 18 DETAILED GRADING PLAN C-19 19 DETAILED GRADING PLAN C-20 20 DETAILED GRADING PLAN C-21 21 DETAILED GRADING PLAN C-22 22 DETAILED GRADING PLAN C-23 23 DETAILED GRADING PLAN C-24 24 DETAILED GRADING PLAN C-25 25 DETAILED GRADING PLAN C-26 26 DETAILED GRADING PLAN C-27 27 DETAILED GRADING PLAN C-28 28 DETAILED GRADING PLAN C-29 29 DETAILED GRADING PLAN C-30 30 DETAILED GRADING PLAN C-31 31 DETAILED GRADING PLAN C-32 32 DETAILED GRADING PLAN C-33 33 DETAILED GRADING PLAN C-34 34 DETAILED GRADING PLAN C-35 35 DETAILED GRADING PLAN C-36 36 DETAILED GRADING PLAN C-37 37 DETAILED GRADING PLAN C-38 38 DETAILED GRADING PLAN C-39 39 DETAILED GRADING PLAN C-40 40 DETAILED GRADING PLAN C-41 41 DETAILED GRADING PLAN C-42 42 DETAILED GRADING PLAN C-43 43 DETAILED GRADING PLAN C-44 44 DETAILED GRADING PLAN C-45 45 DETAILED GRADING PLAN C-46 46 DETAILED GRADING PLAN C-47 47 DETAILED GRADING PLAN C-48 48 DETAILED GRADING PLAN C-49 49 DETAILED GRADING PLAN C-50 50 DETAILED GRADING PLAN C-51 51 DETAILED GRADING PLAN C-52 52 DETAILED GRADING PLAN C-53 53 DETAILED GRADING PLAN C-54 54 DETAILED GRADING PLAN C-55 55 GENERAL DETAILS C-56 56 DRY UTILITY PLAN WATER PLANS WT-1 57 OVERALL WATER PLAN WT-2 58 WATER LINE A PLAN & PROFILE WT-3 59 WATER LINE A PLAN & PROFILE WT-4 60 WATER LINE A PLAN & PROFILE WT-5 61 WATER LINE A PLAN & PROFILE WT-6 62 WATER LINE A PLAN & PROFILE WT-7 63 WATER LINE A PLAN & PROFILE WT-8 64 WATER LINE B PLAN & PROFILE WT-9 65 WATER LINE C PLAN & PROFILE WT-10 66 WATER LINE C PLAN & PROFILE WT-11 67 WATER LINE D PLAN & PROFILE WT-12 68 WATER LINE E&F PLAN & PROFILE WT-13 69 WATER SERVICE PLAN - BLDG 1-6 WT-14 70 WATER SERVICE PLAN - BLDG 7-12 WT-15 71 WATER SERVICE PLAN - BLDG 13-17 WT-16 72 WATER SERVICE PLAN - BLDG 18-22 WT-17 73 WATER SERVICE PLAN - BLDG 23-27 WT-18 74 WATER SERVICE PLAN - BLDG 28-32 WT-19 75 WATER SERVICE PLAN - BLDG 33-37 WT-20 76 WATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, & MAINTENANCE WT-21 77 WATER DETAILS WT-22 78 WATER DETAILS WT-23 79 WATER DETAILS WT-24 80 WATER DETAILS SANITARY SEWER PLANS SS-1 81 SANITARY SEWER PLAN & PROFILE - LINE A SS-2 82 SANITARY SEWER PLAN & PROFILE - LINE A SS-3 83 SANITARY SEWER PLAN & PROFILE - LINE B SS-4 84 SANITARY SEWER PLAN & PROFILE - LINE C SS-5 85 SANITARY SEWER PLAN & PROFILE - LINE D SS-6 86 SANITARY SEWER PLAN & PROFILE - LINE D SS-7 87 SANITARY SEWER PLAN & PROFILE - LINE E SS-8 88 SANITARY DETAILS SS-9 89 SANITARY DETAILS STORM SEWER PLANS ST-1 90 OVERALL STORM PLAN ST-2 91 STORM SEWER PLAN & PROFILE - NECCO A2 ST-3 92 STORM SEWER PLAN & PROFILE - NECCO A2 ST-4 93 STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-5 94 STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-6 95 STORM SEWER PLAN & PROFILE - LINE ND ST-7 96 STORM SEWER PLAN & PROFILE - NECCO A3 ST-8 97 STORM SEWER PLAN & PROFILE - NECCO A3 LATERALS ST-9 98 STORM SEWER PLAN & PROFILE - LINE A ST-10 99 STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-11 100 STORM SEWER PLAN & PROFILE - LINE B ST-12 101 STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-13 102 STORM SEWER PLAN & PROFILE - LINE C ST-14 103 STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-15 104 STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-16 105 STORM SEWER PLAN & PROFILE - LINE D ST-17 106 STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-18 107 STORM SEWER PLAN & PROFILE - LINE E ST-19 108 LANDSCAPE DRAIN PLAN ST-20 109 LANDSCAPE DRAIN PLAN ST-21 110 LANDSCAPE DRAIN PLAN ST-22 111 LANDSCAPE DRAIN PLAN ST-23 112 LANDSCAPE DRAIN PLAN ST-24 113 LANDSCAPE DRAIN PLAN ST-25 114 LANDSCAPE DRAIN PLAN ST-26 115 LANDSCAPE DRAIN PLAN ST-27 116 LANDSCAPE DRAIN PLAN ST-28 117 LANDSCAPE DRAIN TABLES ST-29 118 LANDSCAPE DRAIN TABLES ST-30 119 LANDSCAPE DRAIN TABLES ST-31 120 LANDSCAPE DRAIN TABLES ST-32 121 UNDERDRAIN PLAN ST-33 122 UNDERDRAIN PLAN ST-34 123 UNDERDRAIN PLAN ST-35 124 UNDERDRAIN PLAN ST-36 125 SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-37 126 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-38 127 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-39 128 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-40 129 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-41 130 DETENTION POND PLAN - POND 1 ST-42 131 DETENTION POND DETAILS - POND 1 ST-43 132 LID1 - PLAN ST-44 133 LID1 - EXCAVATION PLAN ST-45 134 LID1 - ADS DETAILS ST-46 135 UD2 - PLAN ST-47 136 UD2 - EXCAVATION PLAN ST-48 137 UD2 - DETAILS ST-49 138 UD2 - ADS DETAILS ST-50 139 DETENTION POND PLAN - POND 3 ST-51 140 DETENTION POND DETAILS - POND 3 ST-52 141 DETENTION POND PROFILE - POND 3 ST-53 142 LID3 - PLAN ST-54 143 LID3 - EXCAVATION PLAN ST-55 144 LID3 - ADS DETAILS ST-56 145 DETENTION POND PLAN - REDWOOD ST-57 146 DETENTION POND DETAILS - REDWOOD ST-58 147 DETENTION POND DETAILS 2 - REDWOOD ST-59 148 DETENTION POND DETAILS 3 - REDWOOD ST-60 149 RAIN GARDEN DETAILS (LID4) ST-61 150 STORM DETAILS ST-62 151 STORM DETAILS ST-63 152 STORM DETAILS ST-64 153 STORM DETAILS ST-65 154 STORM DETAILS ROADWAY PLANS R-1 155 ROADWAY KEYMAP R-2 156 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-3 157 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-4 158 PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-5 159 PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-6 160 PUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAY R-7 161 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-8 162 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-9 163 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-10 164 PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE R-11 165 PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE R-12 166 PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE R-13 167 PRIVATE ALLEY PLAN & PROFILE - ALLEY A R-14 168 PRIVATE ALLEY PLAN & PROFILE - ALLEY B R-15 169 PRIVATE ALLEY PLAN & PROFILE - ALLEY C R-16 170 PRIVATE ALLEY PLAN & PROFILE - ALLEY D R-17 171 PRIVATE ALLEY PLAN & PROFILE - ALLEY E R-18 172 PRIVATE ALLEY PLAN & PROFILE - ALLEY F R-19 173 PRIVATE ALLEY PLAN & PROFILE - ALLEY G R-20 174 PRIVATE ALLEY PLAN & PROFILE - ALLEY H R-21 175 INTERSECTION DESIGN PLAN R-22 176 INTERSECTION DESIGN PLAN R-23 177 INTERSECTION DESIGN PLAN R-24 178 COLLAMER DRIVE CROSS SECTIONS R-25 179 STEELY DRIVE CROSS SECTIONS R-26 180 BERGEN PARKWAY CROSS SECTIONS R-27 181 REGIONAL TRAIL P&P R-28 182 REGIONAL TRAIL P&P R-29 183 REGIONAL TRAIL P&P R-30 184 REGIONAL TRAIL P&P R-31 185 REGIONAL TRAIL SECTIONS R-32 186 REGIONAL TRAIL SECTIONS R-33 187 PAVING PLAN R-34 188 PAVING PLAN R-35 189 PAVING PLAN R-36 190 PAVING PLAN R-37 191 PAVING PLAN R-38 192 SIGNAGE & STRIPING PLAN R-39 193 SIGNAGE & STRIPING PLAN R-40 194 SIGNAGE & STRIPING PLAN R-41 195 SIGNAGE & STRIPING PLAN R-42 196 ROADWAY DETAILS PR E L I M I N A R Y NOT F O R CO N S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ C D \ C D - C O V E R . D W G L A Y O U T : L A Y O U T 2 3 X R E F s : c d - d h i c l o g o , c d - s t a m p , v i c m a p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 1 9 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD NOTES C-2 2 OF 196 12-11-2023 NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CON S T R U C T I O N ’ “” – ’ ’ — ’ “” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ C D \ C D - C O V E R . D W G L A Y O U T : L A Y O U T 3 3 X R E F s : c d - d h i c l o g o , c d - s t a m p , v i c m a p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 1 9 : 4 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD NOTES C-3 3 OF 196 12-11-2023 NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . ’ “” ’ ’ ’ “” “” “ ” “” ’ ’ “” – PR E L I M I N A R Y NO T F O R CON S T R U C T I O N TH THTHTHTH THTH TH TH THTH TH TH TH ST EE TT T EEE TW TT W SS SS SS SS SS SS SS LEGEND: EXISTING ST SS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ C D \ C D - E X I S T I N G C O N D I T I O N S . D W G L A Y O U T : L A Y O U T 1 4 X R E F s : e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 0 : 0 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD EXISTING CONDITIONS PLAN C-4 4 OF 196 12-11-2023 TEH MSM MB NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 100 100 200 100' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N ST SS TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DSDS DSDS DSDSDSDSDSDSDSDSDSRA M P DS DS DS DS DS DS DS EV CHA R G I N G RA M P RAMP EV CHAR G I N G ONLY DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - O V E R A L L U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 0 : 3 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OVERALL UTILITY PLAN C-5 5 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 100 100 200 100' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S D S DS DSDSDS D S D S DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDS DS D S DS DSDSDS D S DS DS DS DS DS DS DS D SDS DS DS DS DS DS DSDS DS DS RA M P DSDS DS DSDS DS DS DSDSDS DS DSDSD S DS DS DS DS DSDS DS D S DS DS DS DS DSDS DS DSDSD S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS D S DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DSDSDSDSDSDS DSDSDS RA M P RA M P RA M P RA M P DS DS DS DS DS DS A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D E T A I L E D U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 1 14 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 1 : 0 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN C-6 6 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T C- 7 XFMR MATCHLINE - SEE SHEET C-8 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DSDS DS RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DS DSDS DSDSDS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DSDS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D E T A I L E D U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 2 14 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 1 : 3 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN C-7 7 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T C- 6 XFMR MATCHLINE - SEE SHEET C-8 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S DS D S D S D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DSDS DSDS DSDSDS DS DSDSDSDSDS DS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS A A 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T C- 9 XFMR MATCHLINE - SEE SHEET C-6 KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D E T A I L E D U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 3 14 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 1 : 4 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN C-8 8 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SS DS DS DS RA M P DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D E T A I L E D U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 4 14 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 2 : 0 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN C-9 9 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T C- 8 XFMR KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-10 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N ST SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D E T A I L E D U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 4 - 1 14 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 2 : 1 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN - TRACT A C-10 10 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T C- 8 XFMR KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-9 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N TH THTH TH TH TH ST SS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDS DSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDS DS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAM P EV CHA R G I N G ONLY DS DS DS DSDSDSDS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDSDS DS DSDS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - O V E R A L L G R A D I N G P L A N - K E Y M A P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , p - b a s e , p - l e g a l , p - s a n i t a r y [ U ] , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 2 : 4 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD GRADING PLAN - KEYMAP C-11 11 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 100 100 200 100' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SS TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DS DS DS DS D S DS D S DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDS DSDSDSDS DSDSDSDSDS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAMP EV CHAR G I N G ON L Y DSDS DS DSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDSDS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS 0 SCALE: 1" = 100 100 200 100' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - O V E R A L L G R A D I N G P L A N . D W G L A Y O U T : L A Y O U T 1 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 3 : 1 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OVERALL GRADING PLAN C-12 12 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 1 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 3 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-13 13 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 5 MATCHLINE - SEE THIS SHEET MATCHLINE - SEE THIS SHEET PR E L I M I N A R Y NO T F O R CON S T R U C T I O N ST 0 SCALE: 1" = 30 30 60 30' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - O V E R A L L G R A D I N G P L A N . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 3 : 5 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OVERALL GRADING PLAN - TRACT A C-14 14 OF 196 12-11-2023 ORR RCP ORR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS D S D S DSDSDS D S D S D S DS DSDS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 2 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 2 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-15 15 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 6 MA T C H L I N E - S E E S H E E T C- 1 3 MATCHLINE - SEE SHEET C-21 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS RA M P DS D S D S D S DS D S DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 3 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 3 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-16 16 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 7 MA T C H L I N E - S E E S H E E T C- 1 5 MATCHLINE - SEE SHEET C-22 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S D S DS DS DSDSDS DS D S D S D S DS D S DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 4 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 4 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-17 17 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 8 MA T C H L I N E - S E E S H E E T C- 1 6 MATCHLINE - SEE SHEET C-23 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS D S D S DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 5 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 4 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-18 18 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 9 MA T C H L I N E - S E E S H E E T C- 1 7 MATCHLINE - SEE SHEET C-24 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS D S DS D S D S D S DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 6 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 5 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-19 19 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 2 0 MA T C H L I N E - S E E S H E E T C- 1 8 MATCHLINE - SEE SHEET C-25 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 1 . D W G L A Y O U T : L A Y O U T 7 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 4 : 5 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-20 20 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 1 9 MATCHLINE - SEE SHEET C-26 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS D S SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 5 : 2 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-21 21 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 2 2 MATCHLINE - SEE SHEET C-15 MATCHLINE - SEE SHEET C-27 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S D S D SDS DS DS DS D S DS D S D S D S D S DSD S DS D S D S D S DS DSDSDS D S D S D S D S DS DS DS DS DS DS DS DS DS DS RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 2 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 5 : 2 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-22 22 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 2 3 MA T C H L I N E - S E E S H E E T C- 2 1 MATCHLINE - SEE SHEET C-16 MATCHLINE - SEE SHEET C-28 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S D S DSDSDS D S D S D S D S D S DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS DS RA M P RA M P RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 3 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 5 : 3 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-23 23 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 2 4 MA T C H L I N E - S E E S H E E T C- 2 2 MATCHLINE - SEE SHEET C-29 MATCHLINE - SEE SHEET C-17 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D SDS D S D S DSDS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 4 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 5 : 4 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-24 24 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 2 5 MA T C H L I N E - S E E S H E E T C- 2 3 MATCHLINE - SEE SHEET C-18 MATCHLINE - SEE SHEET C-30 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 5 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 5 : 5 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-25 25 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-19 MA T C H L I N E - S E E S H E E T C- 2 6 MA T C H L I N E - S E E S H E E T C- 2 4 MATCHLINE - SEE SHEET C-31 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 2 . D W G L A Y O U T : L A Y O U T 6 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 0 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-26 26 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-20 MA T C H L I N E - S E E S H E E T C- 2 5 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS AA SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 3 . D W G L A Y O U T : L A Y O U T 1 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , w e s t s w a l e s e c t i o n 2 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 3 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-27 27 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-21 MA T C H L I N E - S E E S H E E T C- 2 8 MATCHLINE - SEE SHEET C-32 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS D S SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 3 . D W G L A Y O U T : L A Y O U T 2 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , w e s t s w a l e s e c t i o n 2 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-28 28 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-22 MA T C H L I N E - S E E S H E E T C- 2 7 MATCHLINE - SEE SHEET C-33 MA T C H L I N E - S E E S H E E T C- 2 9 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 3 . D W G L A Y O U T : L A Y O U T 3 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , w e s t s w a l e s e c t i o n 2 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 4 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-29 29 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-23 MA T C H L I N E - S E E S H E E T C- 2 8 MATCHLINE - SEE SHEET C-34 MA T C H L I N E - S E E S H E E T C- 3 0 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DSDSDS DSDS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 3 . D W G L A Y O U T : L A Y O U T 4 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , w e s t s w a l e s e c t i o n 2 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 4 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-30 30 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-24 MA T C H L I N E - S E E S H E E T C- 2 9 MATCHLINE - SEE SHEET C-35 MA T C H L I N E - S E E S H E E T C- 3 1 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DSDS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 3 . D W G L A Y O U T : L A Y O U T 5 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , w e s t s w a l e s e c t i o n 2 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 6 : 5 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-31 31 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-25 MA T C H L I N E - S E E S H E E T C- 3 0 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS AA SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 4 . D W G L A Y O U T : L A Y O U T 1 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 7 : 1 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-32 32 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-27 MA T C H L I N E - S E E S H E E T C- 3 3 MATCHLINE - SEE SHEET C-36 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DSDS DS DS DS DS DS D S DS D S D S DS DS DS DS DS DS D S D S D S DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 4 . D W G L A Y O U T : L A Y O U T 2 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 7 : 2 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-33 33 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-28 MA T C H L I N E - S E E S H E E T C- 3 2 MATCHLINE - SEE SHEET C-37 MA T C H L I N E - S E E S H E E T C- 3 4 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 4 . D W G L A Y O U T : L A Y O U T 3 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 7 : 2 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-34 34 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-29 MA T C H L I N E - S E E S H E E T C- 3 3 MATCHLINE - SEE SHEET C-38 MA T C H L I N E - S E E S H E E T C- 3 5 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N RAM P DS DS DS DSDS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 4 . D W G L A Y O U T : L A Y O U T 4 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 7 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-35 35 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-30 MA T C H L I N E - S E E S H E E T C- 3 4 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS AA SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 5 . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 0 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-36 36 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-32 MA T C H L I N E - S E E S H E E T C- 3 7 MATCHLINE - SEE SHEET C-41 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S D S D S D S D S D S D S DS DS DS DS DS DSDS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 5 . D W G L A Y O U T : L A Y O U T 2 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 1 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-37 37 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-33 MA T C H L I N E - S E E S H E E T C- 3 6 MATCHLINE - SEE SHEET C-42 MA T C H L I N E - S E E S H E E T C- 3 8 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 5 . D W G L A Y O U T : L A Y O U T 3 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 1 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-38 38 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-34 MA T C H L I N E - S E E S H E E T C- 3 7 MATCHLINE - SEE SHEET C-43 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SS RA M P B B B B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 6 . D W G L A Y O U T : L A Y O U T 1 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-39 39 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 0 MATCHLINE - SEE SHEET C-44 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 6 . D W G L A Y O U T : L A Y O U T 2 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 4 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-40 40 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 1 MATCHLINE - SEE SHEET C-45 MA T C H L I N E - S E E S H E E T C- 3 9 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 6 . D W G L A Y O U T : L A Y O U T 3 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 5 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-41 41 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 2 MATCHLINE - SEE SHEET C-46 MATCHLINE - SEE SHEET C-36 MA T C H L I N E - S E E S H E E T C- 4 0 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S D S D S DS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 6 . D W G L A Y O U T : L A Y O U T 4 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 8 : 5 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-42 42 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 3 MATCHLINE - SEE SHEET C-47 MATCHLINE - SEE SHEET C-37 MA T C H L I N E - S E E S H E E T C- 4 1 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 6 . D W G L A Y O U T : L A Y O U T 5 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , f g - s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 9 : 0 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-43 43 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-38 MA T C H L I N E - S E E S H E E T C- 4 2 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N RA M P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DSDS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 7 . D W G L A Y O U T : L A Y O U T 1 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 9 : 2 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-44 44 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 5 MATCHLINE - SEE SHEET C-48 MATCHLINE - SEE SHEET C-39 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 7 . D W G L A Y O U T : L A Y O U T 2 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 9 : 2 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-45 45 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 6 MATCHLINE - SEE SHEET C-49 MATCHLINE - SEE SHEET C-40 MA T C H L I N E - S E E S H E E T C- 4 4 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 7 . D W G L A Y O U T : L A Y O U T 3 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 9 : 3 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-46 46 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T C- 4 7 MATCHLINE - SEE SHEET C-50 MATCHLINE - SEE SHEET C-41 MA T C H L I N E - S E E S H E E T C- 4 5 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 7 . D W G L A Y O U T : L A Y O U T 4 8 X R E F s : c d - g r a d i n g n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 2 9 : 4 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-47 47 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET C-42 MA T C H L I N E - S E E S H E E T C- 4 6 PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 1 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 0 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-48 48 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MATCHLINE - SEE SHEET C-44 MA T C H L I N E - S E E S H E E T C- 4 9 MATCHLINE - SEE SHEET C-51 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N TH SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 2 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 1 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-49 49 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MATCHLINE - SEE SHEET C-45 MA T C H L I N E - S E E S H E E T C- 5 0 MA T C H L I N E - S E E S H E E T C- 4 8 MATCHLINE - SEE SHEET C-52 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N TH SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 3 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 1 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-50 50 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MATCHLINE - SEE SHEET C-46 MA T C H L I N E - S E E S H E E T C- 4 9 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N BB SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 4 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 2 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-51 51 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MA T C H L I N E - S E E S H E E T C- 5 2 MATCHLINE - SEE SHEET C-53 MATCHLINE - SEE SHEET C-48 KEY MAP PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 5 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 3 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-52 52 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MA T C H L I N E - S E E S H E E T C- 5 1 MATCHLINE - SEE SHEET C-49 KEY MAP PR E L I M I N A R Y NO T F O R CON S T R U C T I O N ST BB SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 6 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 3 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-53 53 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MATCHLINE - SEE SHEET C-54 MATCHLINE - SEE SHEET C-51 KEY MAP PR E L I M I N A R Y NO T F O R CON S T R U C T I O N B B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - G R A D I N G P L A N 8 . D W G L A Y O U T : L A Y O U T 7 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - g r a d i n g n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - u t i l , f g - t r a c t a [ U ] , k e y m a p , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 4 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-54 54 OF 196 12-11-2023 RCP RCP RCP NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' MATCHLINE - SEE SHEET C-53 KEY MAP MATCHLINE - THIS SHEET MATCHLINE - THIS SHEET PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ C D \ C D - G E N E R A L D E T A I L S . D W G L A Y O U T : L A Y O U T 1 2 X R E F s : c d - d h i c l o g o , c d - s t a m p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 0 : 5 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD GENERAL DETAILS C-55 55 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . REINFORCED BLOCK WALL NTS00 DETAIL-FILE SS TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DS DS DS DS DS D S DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DSDSDSDSDSDSDSDSDSDS DS DS DS DS DSDSDS DS DS DS DS D S DS DS DS DSDS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DSDS DSDSDSDS DSDSDSDSDSDSDS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAM P EV CHAR G I N G ONL Y DSDS DS D S DSDSDS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DSDSDS DS DSDS DS DSD SDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS D S DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ C D - D R Y U T I L I T Y P L A N . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 1 : 3 1 : 4 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DRY UTILITY PLAN C-56 56 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 70 70 140 70' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DS DS DS DS D S DS D S DS DSDS DS DS DSDSDS DS D S DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DSDSDSDSDSDSDSDSDS DSDSDSDS DSDSDS D S DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDSDSDSDSDSDSDSDSDS DS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAM P EV CHAR G I N G ONLY DSDS DS D S DS DS DS DSDSDS DS D SDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS D S DSDSDS DS DSDS DS D SDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS D S DS DS DS DS D S DS D S DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS 0 SCALE: 1" = 80 80 160 80' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - O V E R A L L W A T E R P L A N . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 4 : 0 7 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD OVERALL WATER PLAN WT-1 57 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS DS RA M P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS ” ˚ ” ” ” ” ˚ ” ˚ ”” ”” ” ˚ ”” ”” ”” ” ˚ ” ˚ ”” ”” ” ˚ ”” ” ˚ ” ˚ ” ˚ ” ˚ ”” ” ” ” WATER LINE A PROFILE 0+90.00 - 6+60.00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4949 4950 4955 4960 4965 4970 4949 4950 4955 4960 4965 4970 ” ” ” ˚ ” ˚ ” ˚ ” ” ˚ ” ” ” ” ” ˚ ” ˚ ” ˚ ” ˚ ” ” ” ” ” ˚ ” ˚ ” ” ” ” ” ” ” ” ˚ ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 4 : 1 5 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE START - STA: 6+50 WT-2 58 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MATCHLINE S T A : 6 + 5 0 - S E E S H E E T W T - 3 MA T C H L I N E S T A : 6 + 5 0 - S E E S H E E T WT - 3 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DSDS DS DS DS DS DS DS DSDSDS DS DSDS DS DS ” ” ”” ”” ”” ”” DS DS D SDSDS DS DS D S DSDS DS DS ” ˚ ” ˚ ” ”” ”” ”” ”” ” ” ˚ ” ˚ WATER LINE A PROFILE 6+40.00 - 11+60.00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4955 4960 4965 4970 4955 4960 4965 4970 ” ˚ ” ” ” ˚ ” ” ” ” ” ” ” ” ˚ ” ˚ ” ” ” ” ” ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 4 : 3 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE STA: 6+50 - STA: 11+50 WT-3 59 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 6 + 5 0 - S E E S H E E T WT - 2 MA T C H L I N E S T A : 1 1 + 5 0 - S E E S H E E T WT - 4 MAT C H L I N E S T A : 9 + 0 0 - S E E S H E E T T H I S S H E E T M A T C H L I N E S T A : 9 + 0 0 - S E E S H E E T T H I S S H E E T MA T C H L I N E S T A : 1 1 + 5 0 - S E E S H E E T WT - 4 MA T C H L I N E S T A : 6 + 5 0 - S E E S H E E T WT - 2 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDSDSDS DS DS DS DS DS DSDS DS DS DSDS ” ” ” ”” ”” ” ˚ ” ˚ ” ˚ ”” ”” ”” ”” ” ˚ ” WATER LINE A PROFILE 11+40.00 - 16+10.00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4952 4955 4960 4965 4970 4952 4955 4960 4965 4970 ” ” ” ” ” ” ” ” ˚ ” ˚ ” ˚ ” ˚ ” ” ” ” ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 ( 3 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 4 : 4 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE STA: 11+50 - STA: 16+00 WT-4 60 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 1 1 + 5 0 - S E E S H E E T WT - 3 MA T C H L I N E S T A : 1 6 + 0 0 - S E E S H E E T WT - 5 MA T C H L I N E S T A : 1 1 + 5 0 - S E E S H E E T WT - 3 MA T C H L I N E S T A : 1 6 + 0 0 - S E E S H E E T WT - 5 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDS DS DS DS DS DS DS DS D S DS DS DS DS DSD S DSDS RA M P DS D SDSDSD S DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS RA M P RA M P RA M P RA M P ” ” ˚ ” ˚ ”” ”” ”” ”” ”” ”” ”” ”” ”” ” ” ” WATER LINE A PROFILE 15+90.00 - 21+60.00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ˚ ” ˚ ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 ( 4 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 4 : 5 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE STA: 16+00 - STA: 21+50 WT-5 61 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MATCHLINE STA: 16+00 - SEE SHEET WT-4 MA T C H L I N E S T A : 2 1 + 5 0 - S E E S H E E T WT - 6 MA T C H L I N E S T A : 1 6 + 0 0 - S E E S H E E T WT - 4 MA T C H L I N E S T A : 2 1 + 5 0 - S E E S H E E T WT - 6 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS D S DS DSDSDSDSDSDSDSDSDSDS DS DS DS ” ” ” ˚ ” ˚ ”” ”” ”” ”” WATER LINE A PROFILE 21+40.00 - 26+10.00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ” ” ” ” ” ” ” ” ˚ ” ˚ ” ” ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ” ” ” ” ” ” DS DS DS DS DS DSDS DS DS DS DS DS ” ˚ ”” ” ” ˚ ” ˚ ”” ” ˚ ” ˚ SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 ( 5 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 0 8 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE STA: 21+50 - STA: 26+00 WT-6 62 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 2 1 + 5 0 - S E E S H E E T WT - 5 MA T C H L I N E S T A : 2 6 + 0 0 - S E E S H E E T WT - 7 MA T C H L I N E S T A : 2 1 + 5 0 - S E E S H E E T WT - 5 MA T C H L I N E S T A : 2 6 + 0 0 - S E E S H E E T WT - 7 M A T C H L I N E S T A : 2 3 + 9 1 - S E E T H I S S H E E T MATCHLINE STA: 23+91 - SEE THIS SHEET PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N WATER LINE A PROFILE 25+90.00 - 27+95.50 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ” ” ” ” DS DS DS DS DSDS DSDS DS DS ” ” ”” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E A P L A N . D W G L A Y O U T : L A Y O U T 1 ( 6 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p [ U ! ] , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 1 6 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE A PLAN & PROFILE STA: 26+00 - END WT-7 63 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 2 6 + 0 0 - S E E S H E E T WT - 6 MA T C H L I N E S T A : 2 6 + 0 0 - S E E S H E E T WT - 6 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS ”” ” ˚ ” ˚ ” ˚ ” ”” ” ˚ ” ˚ ” ˚ ” ˚ WATER LINE B PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4947 4950 4955 4960 4965 4947 4950 4955 4960 4965 ” ” ” ˚ ” ˚ ” ˚ ” ” ” ” ˚ ” ˚ ” ˚ ” ˚ SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E B & C P L A N . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 2 3 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE B PLAN & PROFILE WT-8 64 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS D S DS DSD S DS DSD SDSDSDS DS DS DS DS DS DS DS DS DS DSDSDSDS DS ”” ” ” ”” ” ˚ ” ˚ ”” ”” ”” ”” ”” ” ” WATER LINE C PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ” ” ” ” ˚ ” ” ” ˚ ” ” ” ” ” ” ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E B & C P L A N . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 3 2 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE C PLAN & PROFILE START - STA: 5+00 WT-9 65 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MAT C H L I N E S T A : 5 + 0 0 - S E E S H E E T WT- 1 0 MA T C H L I N E S T A : 5 + 0 0 - S E E S H E E T WT - 1 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS RA M P DS DS DS DS DS DS DS ” ”” ”” ” ˚ ” ˚ ” ˚ ” ” ˚ ” ˚ ” ” ” ”” WATER LINE C PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ˚ ” ˚ ” ˚ ” ˚ ” ” ” ” ” ” ” ” ˚ ” ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E B & C P L A N . D W G L A Y O U T : L A Y O U T 1 ( 3 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 4 0 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE C PLAN & PROFILE WT-10 66 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 5 + 0 0 - S E E S H E E T WT - 9 MA T C H L I N E S T A : 5 + 0 0 - S E E S H E E T WT - 9 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DSDSDS DSDSDSDSDSDSDS DS DS DS DS DS DS DSDS DSDSDS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS ” ” ” ” ˚ ”” ”” ”” ”” ”” ”” ” ˚ ” ˚ ”” D S D S DSDSDSD S ” ” ”” ” ˚ ” ˚ ”” WATER LINE D PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4955 4960 4965 4955 4960 4965 ” ” ” ” ” ” ” ” ” ” ” ” ” ˚ ” ” ” ” ” ” ” ” ” ” ˚ ” ˚ ” ˚ ” ˚ SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E D & E P L A N . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 5 : 5 5 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE D PLAN & PROFILE WT-11 67 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 4 + 5 0 - S E E T H I S S H E E T M A T C H L I N E S T A : 4 + 5 0 - S E E T H I S S H E E T PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS ” ” ” ˚ ” ˚ ” ”” ” ˚ ” ˚ ” ˚ ” ˚ WATER LINE E PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4953 4955 4960 4965 4953 4955 4960 4965 ” ” ” ” ” ˚ ” ˚ ” ” ˚ ” ˚ ” ˚ ” ˚ RAMP DS DS DS DS DS DS ”” ” WATER LINE F PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4954 4955 4960 4965 4954 4955 4960 4965 ” ” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R L I N E D & E P L A N . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 6 : 1 0 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER LINE E&F PLAN & PROFILE WT-12 68 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS D S ” ”” DS DSDS DS DS DS DS DS DS DS DS DS DSDSDS DS DS D S DS RA M P DS DS D S DS DS ” ” ”” ”” DS DS DS DS DS DSD SDSDS DS DSDS DS DS DS DS D S DS D S D S DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS ” ” ”” ”” ” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 1 - 1 2 . D W G L A Y O U T : L A Y O U T 1 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - s a n i t a r y [ U ] , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 7 : 3 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 1-6 WT-13 69 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 1 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 2 & 3 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 4, 5, & 6 WATER SERVICE PLAN SCALE: 1" = 20' DSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DSDSDS DS ” RA M P DS DS DS DS DS DS ” RA M P DS DS DS DS DS DS DS ” DSDSDS DS DS DSDSDS DS ” ”” DSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS ” DS DSDSDS DS DS DS DS DS DS DS ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 1 - 1 2 . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - w a t e r n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - s a n i t a r y [ U ] , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 7 : 5 5 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 7-12 WT-14 70 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 9 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 10 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 11 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 12 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 7 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 8 WATER SERVICE PLAN SCALE: 1" = 20' DSDSDS DS DS DS DS DS DS ” DSDSDS DS DS DSDSDS DS ” ”” DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS RA M P RA M P RA M P RA M P ” ”” ” ”” DSDS DS DS D S DS RA M P RA M P ” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 1 3 - 2 2 . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 9 : 1 6 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 13-17 WT-15 71 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 13 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 14 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 15 & 16 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 17 WATER SERVICE PLAN SCALE: 1" = 20' D S DS DS D S DSDSDS DS DS DSDSDS DS ” ”” DS DS DS DS DS DS DS DSDS DS DS DSD SDSDS DS DSDS DSDSD SDS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS ” ”” ” ”” DS DS DS DS DSDS DS DSDS DS DS DS DS ” ”” DS DS DS DS ” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 1 3 - 2 2 . D W G L A Y O U T : L A Y O U T 1 ( 2 ) NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 9 : 3 5 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 18-22 WT-16 72 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 18 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 19 & 20 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 21 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 22 WATER SERVICE PLAN SCALE: 1" = 20' DS DS DS DS DS ” ”” DS DS DS DSDS DS DSDS DS DS DS DS ” ”” DSDSDSDSDSDS DS DS ” ”” DSDSDS DS DS DS DS ” ”” DS DS DS DS DS DS DS DS DS ” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 2 3 - 3 2 . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 1 : 0 2 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 23-27 WT-17 73 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' BLDG 23 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 24 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 25 WATER SERVICE PLAN SCALE: 1" = 20' KEY MAP SCALE 1" = 500' BLDG 26 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 27 WATER SERVICE PLAN SCALE: 1" = 20' D S D S DS DS DS DS DSDS DS DS ” ”” D S DS DS DSDSDSDS DS DS DSDS DS DS ” ”” DS DS DS ” ”” D S DS DS ” D SDSDS DS ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 2 3 - 3 2 . D W G L A Y O U T : L A Y O U T 1 ( 2 ) NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 1 : 2 6 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 28-32 WT-18 74 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 31 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 32 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 28 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 29 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 30 WATER SERVICE PLAN SCALE: 1" = 20' D S DS DS DS DS DS DS ” ”” D S DS DS DS ” ”” DS DS DS D S DSDS ”” ” DSDSDS DS DS DS DS DS DS DS DS DSDSDS ” ”” DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS ” ”” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 3 3 - 4 0 & M I S C . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 2 : 5 0 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 33-37 WT-19 75 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' BLDG 33 WATER SERVICE PLAN SCALE: 1" = 20' KEY MAP SCALE 1" = 500' BLDG 34 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 35 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 36 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 37 WATER SERVICE PLAN SCALE: 1" = 20' RA M P DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS ” ”” RA M P DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS ” ”” RA M P DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS ” ”” DS DS DS DSDS DS DS DS DS DS DS DS DS DS ”” ” SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R S E R V I C E S B L D G 3 3 - 4 0 & M I S C . D W G L A Y O U T : L A Y O U T 1 ( 2 ) NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 3 : 1 4 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, & MAINTENANCE WT-20 76 OF 196 12-11-2023 CLH RCP CLH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' BLDG 38 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 39 WATER SERVICE PLAN SCALE: 1" = 20'BLDG 40 WATER SERVICE PLAN SCALE: 1" = 20' MAINTENANCE BLDG WATER SERVICE PLAN SCALE: 1" = 20' CLUB HOUSE WATER SERVICE PLAN SCALE: 1" = 20' IRRIGATION SERVICE PLAN SCALE: 1" = 20' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R D E T A I L S . D W G L A Y O U T : L A Y O U T 1 2 X R E F s : c d - d h i c l o g o , c d - s t a m p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 3 : 2 4 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER DETAILS WT-21 77 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R D E T A I L S . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 2 X R E F s : c d - d h i c l o g o , c d - s t a m p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 3 : 2 6 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER DETAILS WT-22 78 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . FL O W METER GENERAL NOTES: 1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN. 2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX. 3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET. 4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. 5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE. 6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. 7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15) 6 INCH LAYER OF PEA GRAVEL (3/8") UNDER METER BOX LOCK TYPE INLET VALVE PLASTIC INNER LID CAST IRON RECESSED LID WITH WORM LOCK CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) CURB BOX CAST IRON FROST PROOF METER BOX COVER C.L. OF METER CONNECTION INSTALL LID 1/2" ABOVE FINAL LANDSCAPED GRADE 10" 48" 64" NO FITTINGS FOR 2' MIN 15" RECOMMENDED 14" MIN. ALLOWED 18" MAX. ALLOWED PIPE INLETS NEED TO BE EXPOSED TO ALLOW GEOTHERMAL HEATING OF BOX 4" X 6" SUPPORT BRICK APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS 4/20/2022 SAA W-15 6" 8" LAYER OF 3/4" TO 1 1/2" GRAVEL 8" 12" (MIN.) CURB BOX 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR 48" 24" 54 " ( M I N . ) 66 " ( M A X . ) 16 " ( M A X . ) 7" ( M I N . ) 3" (MAX.) 1" (MAX.) 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (M A X . ) CURB STOP GENERAL NOTES: 1.SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS OR APPROVED EQUAL. 2.METER PITS AND VAULTS SHALL NOT BE INSTALLED IN ANY STREET, ALLEY, PARKING AREA OR DRIVEWAY. ANY PIT OR VAULT INSTALLED IN A SIDEWALK DUE TO LIMITED OPTIONS MUST BE PRE-APPROVED IN THE DEVELOPMENT REVIEW PROCESS AND WILL REQUIRE A TRAFFIC RATED METER PIT AND LID. 3.NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT AND NO TREES WITHIN 6 FEET. 4.THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSIBLE FOR METER READING AND MAINTENANCE. 5.SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 6.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. 7.ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER PIT WALL ON OUTLET SIDE. 8.GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. 9.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUTOFF VALVE. 10.A SEPARATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 11.CONCRETE FOOTERS AND RATED RING/COVER REQUIRED IN TRAFFIC RATED AREAS. 12.REFER TO QUICK REFERENCE FOR INSTALLATION OF THE STANDARD SETTING FOR 1 1/2 " AND 2" WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING OR APPROVED EQUAL PRECAST CONCRETE MANHOLE APPROVED JOINT SEALANT (TYP. ALL JOINTS) 1/2" EMT OR PVC CONDUIT THROUGH VAULT OR PIT TOP INTO YOKEBOX MANHOLE RUNGS 12" O.C. COMPRESSION CONNECTION (TYP.)METER SETTER 1" DIA. IRON PIPE BRACE (TYP.) PRE-CAST CONCRETE GRADE RINGS (IF REQUIRED) ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) FINISHED GRADE 2% SLOPE TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MORTAR OR MASTIC 4" X 6" SUPPORT BRICK BY-PASS VALVE SHALL BE ON THE UPSTREAM SIDE IN BETWEEN SETTER APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A PLAN VIEW 48" DIA. FLOW 24" D I A . GENERAL NOTES: 1.LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2.SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. 3.REFER TO QUICK REFERENCE FOR STANDARD SETTING FOR 1 1/2 ' AND 2' WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING CURB BOX PRECAST CONCRETE MANHOLE MANHOLE RUNGS 12" O.C. AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 8" x 8" CONCRETE BLOCK (TYP.) METER (PLACED BELOW LID) 1" DIA. IRON PIPE BRACE (TYP) APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) 5/20/2022 SAA W-16B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R D E T A I L S . D W G L A Y O U T : L A Y O U T 1 ( 3 ) 2 X R E F s : c d - d h i c l o g o , c d - s t a m p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 3 : 2 7 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER DETAILS WT-23 79 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . STREET ST R E E T SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ W A T E R \ C D - W A T E R D E T A I L S . D W G L A Y O U T : L A Y O U T 1 ( 4 ) 2 X R E F s : c d - d h i c l o g o , c d - s t a m p PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 3 : 2 9 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD WATER DETAILS WT-24 80 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . SANITARY LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 RAMPDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DSDS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E A - P & P . D W G L A Y O U T : L A Y O U T 4 11 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s a n i t a r y n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 0 4 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A STA: 20+50 - 27+50 SS-1 81 OF 196 12-11-2023 AHW RCP AHW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 2 MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 2 KEY MAP BLDG 7 22+34.29 4953.68 4955.96 4963.48 10.87 21.00%4"6 BLDG 13 23+90.71 4954.31 4958.90 4963.60 21.87 21.00%4"6 BLDG 8 24+25.93 4954.45 4956.83 4963.44 11.32 21.00%4"8 BLDG 9 26+07.39 4955.45 4957.54 4963.58 9.96 21.00%4"6 BLDG 12 26+18.46 4955.51 4957.59 4963.36 9.87 21.00%4"6 BLDG 10 27+42.13 4956.26 4959.49 4962.88 15.38 21.00%4"4 BLDG 11 27+49.48 4956.31 4959.25 4962.62 14.00 21.00%4"4 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SANITARY LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 DS DS DS DS D S DSD S DS DS DSDS DS DS DS DS D S D S D S DS DS DS DSDSDS DS DS DS DS RAMPDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E A - P & P . D W G L A Y O U T : L A Y O U T 5 11 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s a n i t a r y n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 2 4 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A STA: 27+50 - END SS-2 82 OF 196 12-11-2023 AHW RCP AHW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 1 MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 1 KEY MAP BLDG 29 29+82.45 4957.55 4960.29 4964.22 13.01 21.00%4"8 BLDG 30 29+87.45 4957.57 4959.95 4963.60 11.32 21.00%4"8 BLDG 31 31+63.51 4958.27 4961.71 4964.50 16.38 21.00%4"4 BLDG 32 31+72.72 4958.31 4961.45 4964.26 15.21 20.64%4"3 BLDG 33*32+17.49 4957.48 4962.40 4965.17 51.46 9.56%6"4 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SANITARY LINE B PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S DSDSDSDS DS DS D S DSDS D S DS DS DS DS D S DS D S RA M P DS DS DS DS DSDS DS DS DSDS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS RA M P RA M P RA M P RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E B - P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s a n i t a r y n o t e s , e - b a s e [ U ] , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 9 : 3 2 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE B SS-3 83 OF 196 12-11-2023 TEH RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' BLDG 6 3+66.58 4954.30 4956.79 4964.29 11.86 21.00%4"8 BLDG 5 5+61.99 4955.19 4957.10 4963.15 9.09 21.00%4"6 BLDG 4 7+69.22 4956.12 4957.97 4962.75 8.83 21.00%4"8 BLDG 3 9+35.03 4956.78 4959.52 4963.35 13.04 21.00%4"4 BLDG 2*10+19.80 4956.11 4960.38 4963.73 127.13 3.36%6"8 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SANITARY LINE C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 DS DS DS D SDS DS DS DS D S DS DSD S DS DS DSDSDSDSDSDS DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS D S D S D SDS DS DS DS DS DS D S DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E C - P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s a n i t a r y n o t e s , e - b a s e [ U ] , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 0 : 4 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE C SS-4 84 OF 196 12-11-2023 TEH RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' BLDG 14 2+95.02 4956.01 4958.85 4964.27 13.49 21.00%4"4 BLDG 18 4+01.49 4956.44 4958.43 4965.06 9.46 21.00%4"8 BLDG 15 4+38.91 4956.69 4958.76 4965.10 9.88 21.00%4"6 BLDG 19 5+80.43 4957.26 4959.33 4965.10 9.87 21.00%4"6 BLDG 16 5+89.33 4957.29 4960.21 4964.95 13.87 21.00%4"4 BLDG 20 7+54.97 4957.95 4959.91 4964.32 9.32 21.00%4"8 BLDG 17 7+57.90 4957.97 4959.89 4964.30 9.15 21.00%4"8 BLDG 1*8+50.71 4957.33 4960.08 4963.50 89.90 3.06%6"8 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS SS SANITARY LINE D PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E D - P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s a n i t a r y n o t e s , e - b a s e [ U ] , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 2 : 0 2 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE D STA: START - 8+00 SS-5 85 OF 196 12-11-2023 AHW RCP AHW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS - 6 M A T C H L I N E S T A : 8 + 0 0 - S E E S H E E T S S - 6 BLDG 40 3+47.42 4955.85 4957.33 4963.40 12.11 12.20%6"6 BLDG 38 4+27.18 4957.19 4960.00 4963.55 13.38 21.00%4"4 BLDG 39 4+29.43 4957.20 4960.52 4963.40 15.79 21.00%4"4 BLDG 36 5+68.25 4957.59 4959.68 4964.34 9.96 21.00%4"6 BLDG 37 5+72.16 4957.60 4960.01 4964.18 11.46 21.00%4"6 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DSDS DS DS DSDS DS DSDS DS DS DS DS DS DS DS SANITARY LINE D PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E D - P & P . D W G L A Y O U T : L A Y O U T 2 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s a n i t a r y n o t e s , e - b a s e [ U ] , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 2 : 1 4 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE D STA: 8+00 - END SS-6 86 OF 196 12-11-2023 AHW RCP AHW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS - 5 MAT C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS- 5 BLDG 35 8+61.55 4958.61 4961.37 4965.00 13.12 21.00%4"8 BLDG 34 8+66.55 4958.62 4960.65 4965.19 9.66 21.00%4"8 CLUB HOUSE 10+44.15 4959.32 4960.36 52.19 2.00%4"1 MAINT.11+29.11 4959.76 4960.45 4967.28 34.29 2.00%4"1 BLDG 27 12+22.73 4960.03 4965.11 4968.30 30.92 16.45%4"6 BLDG 24 13+52.39 4960.49 4964.40 4967.40 31.50 12.42%4"4 BLDG 21 14+94.81 4960.89 4962.56 4965.75 33.33 5.02%4"6 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDS DS DSDS DS DSDSDSDSDS DS DSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS D S DS DS DS DSDSDS SANITARY LINE E PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N L I N E E - P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s a n i t a r y n o t e s , e - b a s e [ U ] , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 3 : 2 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE E SS-7 87 OF 196 12-11-2023 TEH RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' BLDG 28 2+00.43 4960.73 4964.99 4967.80 23.73 17.95%4"3 BLDG 25 3+20.18 4961.27 4963.32 4967.00 9.74 21.00%4"8 BLDG 26 3+27.04 4961.29 4963.65 4967.00 11.27 20.95%4"8 BLDG 22 4+77.67 4961.71 4962.13 4964.90 13.87 3.02%4"4 BLDG 23 4+84.35 4961.73 4962.33 4965.10 15.47 3.88%4"4 GENERAL SANITARY NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD CONSTRUCTION PRACTICES. 6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER SPECIFICATIONS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE TWO-WAY CLEANOUTS. 10.THE CONTRACTOR IS RESPONSIBLE FOR: a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND SPECIFICATIONS FOR SEWER MAIN INSTALLATION. b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY DISCREPANCIES. c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED ON THE PLANS. 11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN A STREET OR ALLEY) SHALL HAVE A VENTED CAP. 12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSED MAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE. 13.CONTRACTOR TO COORDINATE SEWER SERVICE RECONNECTIONS WITH PROPERTY OWNERS. 14.ALL JOINTS OF THE WASTEWATER/STORMWATER/OTHER NON-POTABLE UTILITY WITHIN 10-FT OF THE WATER MAIN SHALL BE WRAPPED WITH BUTYL ADHESIVE TAPE OR THE PIPING OF THE NON-POTABLE SYSTEM WITHIN 10-FT OF THE WATER MAIN, PER FORT COLLINS UTILITIES STANDARDS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N I T A R Y D E T A I L S . D W G L A Y O U T : L A Y O U T 1 1 X R E F : c d - d h i c l o g o PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 3 : 2 6 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY DETAILS SS-8 88 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . %E''IN* RE4UIRMENTS :: STEEL CASIN* 'ETAIL :: STAN'AR' MAN+OLE :: 'ROP MAN+OLE ::4 FLATTOP MAN+OLE ::5 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S A N I T A R Y \ C D - S A N I T A R Y D E T A I L S . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 1 X R E F : c d - d h i c l o g o PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 3 : 3 1 A B Y : C O L T O N H O C H E V A R 201013 ENCLAVE AT REDWOOD SANITARY DETAILS SS-9 89 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . CONCRETE ENCASEMENT 'ETAIL ::6 SE:ER -OINT ENCASEMENT ::7 'ITC+ CROSSIN* 'ETAIL :: SER9ICE :YE 'ETAIL ::9 TRAFFIC RATE' CLEANOUT ::5 ST SS TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS DS D S DS DS DS DS DS DS D S DS DSDSDSDS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDS DS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAMP EV CHAR G I N G ONLY DSDS DS DSDS DS DS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDSDS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS 0 SCALE: 1" = 100 100 200 100' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - O V E R A L L S T O R M P L A N . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 6 : 4 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD OVERALL STORM PLAN ST-1 90 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PRE L I M I N A R Y NO T F O R CO N S T R U C T I O N NECCO A2 STORM LINE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4968 4940 4944 4948 4952 4956 4960 4964 4968 TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS TH STORM LINE NECCO-A1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - N E C C O P L A N & P R O F I L E . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 7 : 1 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 ST-2 91 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . MA T C H L I N E - S E E S H E E T ST - 3 MA T C H L I N E - S E E S H E E T ST - 3 GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. 15. NECCO MAIN HYDRAULIC GRADE LINES AND 100-YEAR FLOWS ARE GENERATED IN EPA SWMM NECCO A2 STORM LINE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4968 4940 4944 4948 4952 4956 4960 4964 4968 DS DS DS DS DS DSDSDS DS DS D S D SDSDS DSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DSDS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - N E C C O P L A N & P R O F I L E . D W G L A Y O U T : L A Y O U T 2 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 7 : 3 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 ST-3 92 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N MA T C H L I N E - S E E S H E E T ST - 2 MA T C H L I N E - S E E S H E E T ST - 2 GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. 15. NECCO MAIN HYDRAULIC GRADE LINES AND 100-YEAR FLOWS ARE GENERATED IN EPA SWMM STORM LINE NA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4940 4944 4948 4952 4956 4960 4964 TH DS DS DS STORM LINE NB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4940 4944 4948 4952 4956 4960 4964 TH DS DS DS DS DS DS DS DS DS DS DS DSDSD SD S DS DS D S DS DS DS DS DS STORM LINE NC - 1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4968 4945 4948 4952 4956 4960 4964 4968 STORM LINE NC - 2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - N E C C O P L A N & P R O F I L E . D W G L A Y O U T : N E C C O - A 2 L A T E R A L S 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 7 : 5 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-4 93 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. STORM LINE NG PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' DS DS DS DS DS STORM LINE NH PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4945 4948 4952 4956 4960 4964 DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DS DS STORM LINE NE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4968 4945 4948 4952 4956 4960 4964 4968 DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS STORM LINE NF PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4968 4945 4948 4952 4956 4960 4964 4968 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - N E C C O P L A N & P R O F I L E . D W G L A Y O U T : N E C C O - A 2 L A T E R A L S - 2 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 8 : 2 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-5 94 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS D S D S D S DS DS DS DS DS DS DS DS DS DS D S DS DS DS D S DS D S DS DS DS DS DS DSDSDSDS DS DS EVCHARGING EVCHARGING ONLYDSDSDSDS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS STORM LINE ND PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4968 4940 4944 4948 4952 4956 4960 4964 4968 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E N C - P & P . D W G L A Y O U T : S T O R M L I N E N C 10 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 8 : 4 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE ND ST-6 95 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N T H S T DS DS DS DS DS DS NECCO-A3 STORM LINE (PUBLIC) PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E N E C C O - A 3 P & P . D W G L A Y O U T : A 3 P & P 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - s t o r m [ U ] , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 9 : 1 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A3 ST-7 96 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. KEY MAP 15. NECCO MAIN HYDRAULIC GRADE LINES AND 100-YEAR FLOWS ARE GENERATED IN EPA SWMM STORM LINE NA3-B PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4952 4956 4960 4964 4968 4950 4952 4956 4960 4964 4968 ST STORM LINE NA3-A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' TRACT A EX CULVERT AND DUCT BANK PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4968 4945 4948 4952 4956 4960 4964 4968 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E N E C C O - A 3 P & P . D W G L A Y O U T : A 3 L A T E R A L S 12 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p - o f f s i t e , p - b a s e , p - l e g a l , p - s t o r m [ U ] , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 4 9 : 3 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A3 LATERALS ST-8 97 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. 15. ANY EXISTING SUBSURFACE DRAINS THAT ARE ENCOUNTERED DURING CONSTRUCTION AND ARE NOT SHOWN ON THE SURVEY SHALL BE MARKED AND THE FORT COLLINS STORMWATER DEPARTMENT SHALL BE NOTIFIED. CONTRACTOR SHALL TEST QUALITY OF EFFLUENT FLOW, IF ANY, AND REPORT FINDINGS TO THE CITY OF FORT COLLINS. THE CITY MAY CHOOSE TO HAVE THESE CONNECTED TO THE A3 STORM LINE. KEY MAP DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DS DSDS DS DS DS DS DS DSDS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS EV CHARGING RAMP EV CHARGING ONLY DSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS STORM LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4945 4948 4952 4956 4960 4964 D S DSDSDS DS DS DS DSDSDS DSDSDSDSDSDS DS STORM LINE DIV-2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4945 4948 4952 4956 4960 4964 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E A - P & P . D W G L A Y O U T : S T M A P R O F 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s t o r m n o t e s , e - l e g a l - b y o t , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 0 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE A ST-9 98 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CON S T R U C T I O N 15. A VARIANCE FROM THE MAXIMUM LENGTHS PER SECTION 4.1 OF THE FORT COLLINS STORMWATER CRITERIA MANUAL BETWEEN MANHOLES A3 AND A4 HAS BEEN AGREED ON AND APPROVED BY THE CITY OF FORT COLLINS STORMWATER DEPARTMENT. D SDS DS DS DSDS EVCHARGING EVCHARGING ONLYDSDSDSDSDSDSDSDSSTORM LINE AA-1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4945 4948 4952 4956 4960 STORM LINE AA-2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' STORM LINE AC-1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4945 4948 4952 4956 4960 STORM LINE AC-2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' DS DS DSDS EV CHARGING EV CHARGING ONLYDSDSDSDSDSDS DSDS DS RAMPDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS D S DS RAMPDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E A - P & P . D W G L A Y O U T : S T M A L A T E R A L S 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s t o r m n o t e s , e - l e g a l - b y o t , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 0 : 2 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-10 99 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PR E L I M I N A R Y NO T F O R CON S T R U C T I O N STORM LINE B PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4945 4948 4952 4956 4960 4964 DS DSDSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS D S DS DS D S DS DS DS DS DS DS DS DSDS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E B - P & P . D W G L A Y O U T : S T O R M L I N E B NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 1 : 0 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE B ST-11 100 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DS DS DS DS DS DS DSDS DS STORM LINE BA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4952 4956 4960 4964 4950 4952 4956 4960 4964 STORM LINE BB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4948 4952 4956 4960 4964 STORM LINE BC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4952 4956 4960 4964 4950 4952 4956 4960 4964 DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DSDS DS DSDS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E B - P & P . D W G L A Y O U T : S T O R M L I N E B L A T E R A L S NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 1 : 2 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-12 101 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS D S DS D S DS DSDS DS D S DS D SDS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DSDS DS STORM LINE C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E C - P & P . D W G L A Y O U T : L I N E C 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 1 : 4 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C ST-13 102 OF 196 12-11-2023 AML RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DS DS DSDS STORM LINE CA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4944 4948 4952 4956 4960 4964 4944 4948 4952 4956 4960 4964 STORM LINE CB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4948 4952 4956 4960 4964 STORM LINE CD PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4948 4952 4956 4960 4964 DS DS DS DS DS DS DS DS DS DS DS DS DS DS D SDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS D S D S D S DS DSDS STORM LINE CC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E C - P & P . D W G L A Y O U T : L I N E C L A T E R A L S 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 1 : 5 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-14 103 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. STORM LINE CE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4968 4948 4952 4956 4960 4964 4968 DS DS DS DS DS DS DS DS KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E C - P & P . D W G L A Y O U T : L I N E C L A T E R A L S ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 2 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-15 104 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS D S DS DS DS DS DSDS DS DS D S DS D S DS D S DS DS DS DSDSDS DS D S DSDS DS DS DS DS D S DSD S DS D S RA M P DSD S DS DS D S D S DS DS DSDS DS DSDSDSDS DS DS DS DS D S D S DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS RA M P RA M P RA M P RA M P STORM LINE D PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4943 4944 4948 4952 4956 4960 4964 4968 4943 4944 4948 4952 4956 4960 4964 4968 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E D - P & P . D W G L A Y O U T : S T M L I N E D 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 2 : 4 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE D ST-16 105 OF 196 12-11-2023 AML RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. STORM LINE D1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4948 4952 4956 4960 4964 4945 4948 4952 4956 4960 4964 STORM LINE DA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4948 4952 4956 4960 4964 STORM LINE DB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4952 4956 4960 4964 4948 4952 4956 4960 4964 DS DS D S DS DSDSDSDS D SDS D S DS RA M P DSDS DSDS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DSDS DS DS DS DS DS DSD S D S D S RA M P DSD S DS DS DS D S DS DSDS DS D S DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS STORM LINE DE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4953 4956 4960 4964 4953 4956 4960 4964 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E D L A T E R A L S - P & P . D W G L A Y O U T : S T M L I N E D L A T E R A L S 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ m a w , c d - s t o r m n o t e s , e - b a s e - b y o t , e - l e g a l - b y o t , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 3 : 2 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-17 106 OF 196 12-11-2023 AML RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CON S T R U C T I O N GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. SS RAMP DSDSDS DSDSDS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DSDS DS STORM LINE E PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4944 4948 4952 4956 4960 4964 4940 4944 4948 4952 4956 4960 4964 DS DS DS DS DS STORM LINE DIV-1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4952 4956 4960 4964 4950 4952 4956 4960 4964 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M L I N E E - P & P . D W G L A Y O U T : L I N E E 11 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , c d - s t o r m n o t e s , e - b a s e , e - b a s e - b y o t , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 3 : 5 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE E ST-18 107 OF 196 12-11-2023 TEH RJP TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PR E L I M I N A R Y NO T F O R CON S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS D S DS D S DSDS DS DS DS DS D S D S D S D S D S RA M P DSDS DS D S D S D S DS DSDSDS D S DSDSDSDS DS DS DS DSDS DS DS DS DS DS DSDSDS DS D S DSDS DS DS DS DS D S DS DS D S DS DS DS DS DS DS D S DS DS DSDSDSDS DS DS DS DS DS DS DS RA M P RA M P RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N . D W G L A Y O U T : L A Y O U T 1 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 4 : 1 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-19 108 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 0 MATCHLINE - SEE SHEET ST-22 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. PR E L I M I N A R Y NO T F O R CON S T R U C T I O N D S DS D S DS DS DSDS DS D S DS D S D S DS DS DS DS DS DSDS DS D S D S D S D S D S DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DSDS DS DS DSDSDS DS RA M P RA M P SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N . D W G L A Y O U T : L A Y O U T 2 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 4 : 2 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-20 109 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 1 9 MATCHLINE - SEE SHEET ST-23 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. MA T C H L I N E - S E E S H E E T ST - 2 1 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 0 KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N . D W G L A Y O U T : L A Y O U T 3 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 4 : 4 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-21 110 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. MATCHLINE - SEE SHEET ST-23 DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDSDSDSDS D S DS D S D S DS DS DS DS DS DS D S D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N . D W G L A Y O U T : L A Y O U T 4 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 5 : 0 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-22 111 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 3 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. MATCHLINE - SEE SHEET ST-24 MATCHLINE - SEE SHEET ST-19 DS DS DS DS DS DS DS DS DS DS DS DS DS RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N . D W G L A Y O U T : L A Y O U T 5 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 5 : 1 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-23 112 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. MATCHLINE - SEE SHEET ST-21 MATCHLINE - SEE SHEET ST-25 MA T C H L I N E - S E E S H E E T ST - 2 2 0 SCALE: 1" = 20 20 40 20' DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S D S D S D S D S D S D S D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : ( 1 ) 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 5 : 5 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-24 113 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 5 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. 18.REFER TO SANITARY PLANS (SHEETS SS-1-SS-7) FOR CLEARANCE INFORMATION. 19.REFER TO STORM PLANS (SHEETS ST-2-ST-18) FOR CLEARANCE INFORMATION. MATCHLINE - SEE SHEET ST-27 MATCHLINE - SEE SHEET ST-22 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : ( 2 ) 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 6 : 0 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-25 114 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 4 MATCHLINE - SEE SHEET ST-23 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. 18.REFER TO SANITARY PLANS (SHEETS SS-1-SS-7) FOR CLEARANCE INFORMATION. 19.REFER TO STORM PLANS (SHEETS ST-2-ST-18) FOR CLEARANCE INFORMATION. SS RA M P DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 7 KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : ( 3 ) 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 6 : 1 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-26 115 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. 18.REFER TO SANITARY PLANS (SHEETS SS-1-SS-7) FOR CLEARANCE INFORMATION. 19.REFER TO STORM PLANS (SHEETS ST-2-ST-18) FOR CLEARANCE INFORMATION. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : ( 4 ) 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 6 : 3 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-27 116 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' MA T C H L I N E - S E E S H E E T ST - 2 6 KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. 16.REFER TO WATER SERVICE PLANS (SHEETS WT-13-WT-20) FOR CLEARANCE INFORMATION. 17.REFER TO WATER PLANS (SHEETS WT-2-WT-12) FOR CLEARANCE INFORMATION. 18.REFER TO SANITARY PLANS (SHEETS SS-1-SS-7) FOR CLEARANCE INFORMATION. 19.REFER TO STORM PLANS (SHEETS ST-2-ST-18) FOR CLEARANCE INFORMATION. MATCHLINE - SEE SHEET ST-24 PIPE TABLE NAME A-1 A-2 B-1 B-1-1 B-2 B-3 B-4 B-5 B-6 C-1 C-2 C-2-1 C-2-2 C-3 C-3-1 C-4 C-5 D-1 D-2 D-3 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 9.49' 21.71' 26.42' 28.53' 42.72' 27.93' 21.41' 37.62' 27.93' 6.08' 3.19' 12.15' 8.18' 17.69' 8.19' 19.64' 11.61' 18.03' 9.18' 4.61' SLOPE 1.00% 1.00% 0.50% 0.50% 3.31% 3.52% 3.55% 0.50% 0.50% 4.11% 4.40% 2.00% 2.00% 4.40% 16.50% 4.40% 4.40% 0.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4957.51 4957.73 4957.72 4957.86 4959.13 4960.11 4960.87 4961.06 4961.20 4957.91 4958.05 4958.29 4958.45 4958.83 4960.18 4959.69 4960.20 4959.07 4959.12 4959.14 INV DOWN 4957.42 4957.51 4957.59 4957.72 4957.72 4959.13 4960.11 4960.87 4961.06 4957.66 4957.91 4958.05 4958.29 4958.05 4958.83 4958.83 4959.69 4958.98 4959.07 4959.12 PIPE TABLE NAME D-4 DD-2-1 E-1 E-1-1 E-1-1-1 E-1-2 E-1-3 E-2 E-3 E-4 F-1 F-2 F-3 F-4 G-1 G-2 G-3 G-4 G-5 G-6 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 36.02' 16.28' 32.79' 44.71' 3.00' 119.30' 25.39' 17.19' 18.23' 3.58' 5.17' 88.79' 49.75' 4.88' 14.30' 3.12' 16.17' 4.69' 17.80' 21.05' SLOPE 0.50% 1.97% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.31% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4958.38 4957.68 4958.65 4958.52 4958.54 4959.12 4959.25 4958.73 4958.82 4958.84 4958.63 4958.90 4959.15 4959.17 4957.45 4957.47 4957.55 4957.57 4957.66 4957.77 INV DOWN 4958.20 4957.36 4958.48 4958.30 4958.52 4958.52 4959.12 4958.65 4958.73 4958.82 4958.60 4958.63 4958.90 4959.15 4957.38 4957.45 4957.47 4957.55 4957.57 4957.66 PIPE TABLE NAME G-7 G-8 G-9 G-10 G-11 G-12 I-1 I-2 I-2-1 I-2-2 I-3 I-3-1 I-4 I-5 J-1 J-1-1 J-1-2 J-2 J-2-1 J-3 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 29.07' 27.34' 21.52' 22.39' 6.05' 6.69' 23.59' 15.51' 3.54' 37.22' 16.87' 9.45' 19.39' 13.36' 3.29' 22.09' 18.17' 8.62' 6.26' 21.56' SLOPE 0.50% 0.50% 0.50% 0.50% 0.42% 0.55% 0.50% 0.50% 6.00% 6.00% 0.50% 22.65% 0.50% 0.50% 0.50% 0.50% 0.50% 28.00% 2.75% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4957.92 4958.06 4958.17 4958.28 4958.31 4958.34 4957.72 4957.80 4958.49 4960.72 4957.88 4960.50 4957.98 4958.04 4958.28 4958.39 4958.48 4960.69 4960.98 4960.92 INV DOWN 4957.77 4957.92 4958.06 4958.17 4958.28 4958.31 4957.60 4957.72 4958.28 4958.49 4957.80 4958.36 4957.88 4957.98 4958.26 4958.28 4958.39 4958.28 4960.81 4960.81 PIPE TABLE NAME J-4 K-1 K-2 K-2-1 K-2-1-1 K-3 K-4 L-1 M-1 M-2 M-2-1 M-2-2 M-2-3 M-2-3-1 M-2-3-1-1 M-2-3-2 M-2-3-3 M-2-4 M-2-5 M-3 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 8.85' 32.13' 13.24' 17.57' 7.25' 20.03' 10.25' 28.74' 28.53' 4.86' 31.58' 37.21' 37.17' 22.53' 7.88' 19.87' 11.15' 8.10' 7.88' 48.83' SLOPE 0.50% 3.06% 4.13% 1.50% 15.00% 5.04% 1.00% 0.50% 0.93% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4960.96 4958.75 4959.30 4959.56 4960.39 4960.31 4960.42 4958.50 4960.14 4960.16 4960.78 4960.97 4961.15 4961.25 4961.29 4961.35 4961.41 4961.19 4961.23 4960.40 INV DOWN 4960.92 4957.77 4958.75 4959.30 4959.30 4959.30 4960.31 4958.36 4959.87 4960.14 4960.62 4960.78 4960.97 4961.14 4961.25 4961.25 4961.35 4961.15 4961.19 4960.16 PIPE TABLE NAME M-4 M-5 M-6 M-6-1 M-7 M-7-1 M-8 M-8-1 M-9 M-10 M-12 N-1 N-2 N-2-1 N-3 N-4 N-5 N-6 N-7 N-8 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 45.88' 7.00' 37.31' 7.63' 21.72' 7.56' 28.15' 7.52' 7.47' 30.08' 49.74' 27.78' 61.45' 14.70' 27.81' 25.86' 20.48' 40.91' 6.01' 32.75' SLOPE 0.50% 0.50% 0.50% 0.50% 0.50% 10.00% 0.50% 12.00% 0.50% 0.50% 0.50% 0.51% 0.50% 0.51% 0.48% 0.50% 1.49% 1.50% 1.50% 1.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4960.63 4960.67 4960.85 4960.02 4960.96 4960.93 4961.10 4961.18 4961.14 4961.29 4958.87 4958.76 4959.07 4960.81 4959.20 4959.33 4959.64 4960.25 4960.34 4960.83 INV DOWN 4960.40 4960.63 4960.67 4959.98 4960.85 4960.17 4960.96 4960.28 4961.10 4961.14 4958.62 4958.62 4958.76 4960.74 4959.07 4959.20 4959.33 4959.64 4960.25 4960.34 PIPE TABLE NAME N-9 N-9-1 N-10 N-10-1 N-11 N-11-1 N-12 N-12-1 N-13 P-1 P-2 S-1 S-2 UD-RP-1 UD-RP-2 UD-RP-3 UD-RP-4 UD-RP-5 UD-RP-6 UD-RP-7 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8" 8" 8" 8" 8" 8" 8" LENGTH 31.10' 4.25' 26.92' 4.25' 28.98' 4.25' 26.60' 4.25' 6.01' 44.13' 9.84' 15.40' 8.21' 2.00' 30.00' 55.43' 139.35' 2.00' 85.86' 182.63' SLOPE 1.50% 45.00% 1.50% 35.00% 1.50% 25.00% 1.50% 20.00% 1.50% 0.34% 5.39% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE INV UP 4961.30 4962.74 4961.70 4962.79 4962.13 4962.76 4962.53 4962.98 4962.62 4959.17 4959.70 4958.81 4958.85 4951.60 4951.75 4952.03 4952.72 4951.60 4952.03 4952.94 INV DOWN 4960.83 4960.83 4961.30 4961.30 4961.70 4961.70 4962.13 4962.13 4962.53 4959.02 4959.17 4958.73 4958.81 4951.59 4951.60 4951.75 4952.03 4951.59 4951.60 4952.03 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : L A Y O U T 5 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 7 : 1 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-28 117 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. PIPE TABLE NAME A-773 AA-1 AA-1-1 AA-1-1-1 AA-1-1-1-1 AA-1-2 AA-1-3 AA-2 AA-2-1 AA-3 AA-4 AB-1 AC-1 AC-2 AC-3 AC-4 AC-5 AC-5-1 AC-6 AC-6-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 2.00' 4.53' 30.76' 8.24' 8.24' 13.19' 11.66' 29.17' 8.24' 13.31' 11.66' 12.21' 4.71' 31.43' 13.92' 4.35' 31.63' 4.75' 24.63' 4.75' SLOPE 1.00% 23.39% 1.00% 2.00% 1.00% 1.00% 1.00% 1.00% 2.00% 1.00% 1.00% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 40.00% 0.50% 40.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4952.38 4958.46 4958.77 4958.93 4958.54 4958.90 4959.02 4958.75 4958.91 4958.88 4959.00 4957.16 4958.00 4958.16 4958.23 4958.25 4958.41 4959.40 4958.53 4959.52 INV DOWN 4952.36 4957.40 4958.46 4958.77 4958.46 4958.77 4958.90 4958.46 4958.75 4958.75 4958.88 4957.10 4957.98 4958.00 4958.16 4958.23 4958.25 4957.50 4958.41 4957.62 PIPE TABLE NAME AC-7 AC-7-1 AC-8 AC-8-1 AC-8-2 AC-8-3 AC-8-4 AC-8-5 AC-9 AC-9-1 AC-10 AC-10-1 AC-11 AC-11-1 AC-12 AC-12-1 AC-13 AC-13-1 AC-14 AC-14-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 22.57' 4.75' 33.34' 18.21' 82.04' 7.29' 40.02' 4.86' 13.21' 18.21' 22.74' 4.75' 22.54' 4.75' 28.16' 4.75' 28.98' 4.75' 21.68' 4.75' SLOPE 0.50% 40.00% 0.50% 2.00% 0.48% 0.37% 0.54% 0.31% 0.50% 0.50% 0.50% 12.00% 0.50% 12.00% 0.50% 12.00% 0.50% 8.00% 0.50% 4.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4958.65 4959.63 4958.81 4958.26 4958.66 4958.69 4958.90 4958.92 4958.88 4958.06 4958.99 4958.65 4959.11 4958.76 4959.25 4958.90 4959.39 4958.85 4959.50 4958.77 INV DOWN 4958.53 4957.73 4958.65 4957.90 4958.26 4958.66 4958.69 4958.90 4958.81 4957.97 4958.88 4958.08 4958.99 4958.19 4959.11 4958.33 4959.25 4958.47 4959.39 4958.58 PIPE TABLE NAME AC-15 AC-16 AD-1 AD-2 AD-3 AD-3-1 AD-4 AD-4-1 AD-5 AD-5-1 AD-6 AD-7 AD-7-1 AD-7-2 AD-8 AD-8-1 AD-9 AD-9-1 AD-9-2 AD-10 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 24.32' 15.37' 7.63' 7.76' 33.66' 5.91' 29.20' 5.90' 30.36' 5.90' 29.20' 27.58' 5.90' 5.90' 43.42' 10.92' 36.52' 75.45' 26.00' 16.59' SLOPE 0.50% 0.50% 2.52% 2.24% 1.00% 100.00% 1.00% 100.00% 1.00% 100.00% 1.00% 1.00% 100.00% 100.00% 1.00% 36.83% 0.96% 0.50% 10.84% 2.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4959.62 4959.70 4952.60 4952.78 4953.11 4959.02 4953.40 4959.30 4953.71 4959.61 4954.00 4954.28 4960.18 4959.90 4954.71 4958.73 4955.06 4955.43 4958.25 4949.61 INV DOWN 4959.50 4959.62 4952.41 4952.60 4952.78 4953.11 4953.11 4953.40 4953.40 4953.71 4953.71 4954.00 4954.28 4954.00 4954.28 4954.71 4954.71 4955.06 4955.43 4949.28 PIPE TABLE NAME AD-11 AD-12 AE-1 AE-2 AE-3 AE-4 AE-5 AF-1 AF-1-1 AF-1-2 AF-1-3 AF-1-3-1 AF-1-3-2 AF-1-3-3 AF-1-4 AF-1-5 AF-2 AF-2-1 AF-2-2 AF-3 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 81.73' 143.92' 15.67' 6.89' 24.74' 41.53' 44.86' 41.84' 10.01' 18.71' 68.30' 25.65' 222.45' 14.66' 217.04' 19.50' 16.66' 11.66' 10.50' 15.00' SLOPE 2.00% 2.00% 1.00% 5.50% 5.50% 1.90% 1.90% 0.50% 0.50% 0.50% 0.50% 0.10% 0.50% 0.50% 0.50% 0.50% 17.79% 20.00% 0.50% 0.90% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4951.24 4954.12 4957.26 4957.64 4959.00 4959.79 4960.64 4954.43 4954.48 4954.57 4954.91 4952.42 4953.65 4953.72 4956.00 4956.10 4957.39 4960.38 4957.44 4957.52 INV DOWN 4949.61 4951.24 4957.11 4957.26 4957.64 4959.00 4959.79 4954.22 4954.43 4954.48 4954.57 4952.40 4952.54 4953.65 4954.91 4956.00 4954.43 4958.05 4957.39 4957.39 PIPE TABLE NAME AF-4 AF-4-1 AF-5 AF-5-1 AF-6 AF-7 AF-8 AF-8-1 AF-8-2 AF-8-3 AF-8-3-1 AF-8-4 AF-8-5 AF-8-6 AF-8-7 AF-8-8 AF-8-9 AF-8-10 AF-8-11 AF-9 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 58.84' 6.25' 2.82' 6.25' 11.97' 24.89' 26.93' 16.33' 6.02' 47.26' 3.78' 10.60' 15.49' 22.98' 19.92' 23.39' 6.37' 19.87' 24.38' 10.57' SLOPE 0.90% 38.00% 0.90% 34.00% 0.90% 0.90% 0.90% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 1.00% 1.00% 1.00% 0.90% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4958.05 4960.56 4958.08 4960.53 4958.19 4958.41 4958.65 4958.92 4958.95 4959.19 4960.27 4959.24 4959.32 4959.43 4959.53 4959.65 4959.71 4959.91 4960.15 4958.75 INV DOWN 4957.52 4958.19 4958.05 4958.41 4958.08 4958.19 4958.41 4958.84 4958.92 4958.95 4960.25 4959.19 4959.24 4959.32 4959.43 4959.53 4959.65 4959.71 4959.91 4958.65 PIPE TABLE NAME AF-10 AF-10-1 AF-11 AF-11-1 AF-12 AF-13 AF-14 AF-15 AF-16 AI-1-1-1 AI-1-3 AI-2-1-1 AI-3-1 AI-4-1 AI-5-1 AI-6-1 AI-7-1 AI-9 AK-1 AK-2 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 9.77' 4.25' 59.19' 4.25' 4.11' 26.19' 24.98' 12.57' 9.73' 5.54' 5.66' 12.25' 12.25' 4.00' 4.00' 4.00' 4.00' 4.00' 23.10' 6.21' SLOPE 0.90% 75.00% 5.09% 70.00% 1.00% 1.00% 1.00% 1.00% 1.00% 7.22% 1.00% 30.00% 1.00% 35.00% 30.00% 22.00% 15.00% 1.41% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4958.84 4965.08 4961.85 4965.12 4961.89 4962.15 4962.40 4962.52 4962.62 4960.85 4960.75 4957.58 4957.80 4960.13 4960.21 4960.18 4960.20 4959.89 4957.00 4957.03 INV DOWN 4958.75 4961.89 4958.84 4962.15 4961.85 4961.89 4962.15 4962.40 4962.52 4960.45 4960.69 4953.90 4957.68 4958.73 4959.01 4959.30 4959.60 4959.83 4956.88 4957.00 PIPE TABLE NAME AK-3 AK-4 AK-5 AK-6 AK-7 AK-8 AK-9 AK-10 AK-11 AK-12 AK-13 AK-14 AL-1 AL-1-1 AL-2 AL-3 AL-3-1 AL-4 AL-4-1 AL-5 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8" 6" 8" 8" 6" 6" 6" 6" LENGTH 43.47' 27.08' 30.45' 28.82' 27.96' 43.63' 19.04' 41.52' 22.51' 55.80' 4.48' 8.89' 18.48' 7.75' 9.04' 34.39' 3.75' 24.78' 3.75' 21.21' SLOPE 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.49% 0.52% 0.50% 0.50% 7.24% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 15.00% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 8" HDPE 6" HDPE 8" HDPE 8" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4957.24 4957.38 4957.53 4957.68 4957.82 4958.03 4958.13 4958.33 4958.45 4958.73 4958.75 4957.90 4955.15 4957.68 4955.20 4955.37 4959.97 4955.58 4960.09 4955.68 INV DOWN 4957.03 4957.24 4957.38 4957.53 4957.68 4957.82 4958.03 4958.13 4958.33 4958.45 4958.73 4957.26 4955.06 4957.65 4955.15 4955.20 4959.95 4955.45 4959.53 4955.58 PIPE TABLE NAME AL-5-1 AL-6 AL-6-1 AL-6-1-1 AL-7 AL-7-1 AL-8 AL-8-1 AL-9 AL-9-1 AL-10 AL-10-1 AL-11 AL-11-1 AL-12 AL-12-1 AL-12-1-1 AL-12-2 AL-13 AL-13-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 3.75' 31.13' 15.54' 11.29' 30.86' 3.75' 21.71' 3.75' 29.46' 3.75' 30.46' 3.68' 19.93' 3.69' 27.59' 15.64' 5.85' 5.85' 46.13' 3.73' SLOPE 20.00% 0.50% 1.00% 2.00% 0.50% 5.00% 0.50% 10.00% 0.50% 1.41% 0.50% 0.50% 0.50% 10.00% 0.50% 22.37% 1.00% 1.00% 0.50% 25.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4960.07 4955.84 4956.00 4956.23 4955.99 4960.14 4956.10 4960.54 4956.25 4960.48 4956.40 4960.72 4956.50 4960.62 4956.64 4958.27 4958.33 4958.33 4956.87 4960.70 INV DOWN 4959.32 4955.68 4955.84 4956.00 4955.84 4959.95 4955.99 4960.17 4956.10 4960.43 4956.25 4960.70 4956.40 4960.25 4956.50 4954.77 4958.27 4958.27 4956.64 4959.77 PIPE TABLE NAME AL-14 AL-14-1 AL-15 AL-15-1 AL-16 AL-16-1 AL-17 AL-17-1 AL-18 AL-18-1 AL-19 AL-19-1 AL-20 AL-20-1 AL-21 AL-21-1 AL-22 AL-22-1 AL-23 AL-23-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 29.33' 3.75' 28.45' 3.76' 29.12' 3.75' 27.72' 3.74' 39.38' 21.97' 19.94' 21.97' 25.54' 3.75' 18.90' 3.75' 30.93' 3.75' 28.96' 3.75' SLOPE 0.50% 15.00% 0.50% 1.41% 0.50% 0.50% 0.50% 100.00% 0.50% 0.57% 0.50% 0.58% 0.50% 75.00% 0.50% 100.00% 0.50% 1.41% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4957.02 4960.62 4957.16 4960.36 4957.30 4960.61 4957.44 4959.31 4957.64 4958.96 4957.74 4958.33 4957.87 4960.72 4957.96 4959.83 4958.12 4960.53 4958.26 4960.80 INV DOWN 4956.87 4960.06 4957.02 4960.31 4957.16 4960.59 4957.30 4955.57 4957.44 4958.84 4957.64 4958.20 4957.74 4957.91 4957.87 4956.08 4957.96 4960.48 4958.12 4960.78 PIPE TABLE NAME AL-24 AL-25 AM-1 AM-1-1 AM-1-2 AM-2 AM-2-1 AM-2-2 AM-3 AM-3-1 AM-4 AM-4-1 AM-5 AM-5-1 AM-6 AM-6-1 AM-7 AM-7-1 AM-7-2 AM-8 SIZE 6" 6" 12" 6" 6" 12" 6" 6" 12" 6" 12" 6" 12" 6" 12" 8" 8" 6" 6" 8" LENGTH 21.77' 3.75' 107.92' 10.85' 4.95' 131.09' 10.85' 12.80' 73.50' 10.85' 115.46' 14.19' 103.75' 13.26' 108.34' 10.49' 12.45' 6.07' 34.09' 10.44' SLOPE 0.50% 0.50% 0.50% 4.00% 4.00% 0.50% 4.00% 0.50% 0.50% 2.00% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 12" HDPE 6" HDPE 6" HDPE 12" HDPE 6" HDPE 6" HDPE 12" HDPE 6" HDPE 12" HDPE 6" HDPE 12" HDPE 6" HDPE 12" HDPE 8" HDPE 8" HDPE 6" HDPE 6" HDPE 8" HDPE INV UP 4958.37 4958.39 4953.47 4953.90 4954.10 4954.13 4954.56 4954.19 4954.50 4954.72 4955.08 4955.15 4955.60 4955.67 4956.14 4956.19 4956.20 4956.23 4956.40 4956.25 INV DOWN 4958.26 4958.37 4952.93 4953.47 4953.90 4953.47 4954.13 4954.13 4954.13 4954.50 4954.50 4955.08 4955.08 4955.60 4955.60 4956.14 4956.14 4956.20 4956.23 4956.20 PIPE TABLE NAME X-1 X-2 X-2-1 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-11 Z-2-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 22.67' 8.16' 21.02' 12.41' 17.82' 29.43' 28.64' 30.13' 26.93' 35.05' 13.06' 16.18' 23.53' SLOPE 0.50% 0.50% 8.56% 9.03% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.12% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4956.73 4956.77 4958.57 4957.89 4957.98 4958.13 4958.27 4958.42 4958.55 4958.73 4958.80 4958.88 4957.72 INV DOWN 4956.62 4956.73 4956.77 4956.77 4957.89 4957.98 4958.13 4958.27 4958.42 4958.55 4958.73 4958.80 4957.69 PIPE TABLE NAME AM-9 AM-10 SIZE 8" 8" LENGTH 7.66' 19.54' SLOPE 0.50% 0.50% MATERIAL 8" HDPE 8" HDPE INV UP 4956.29 4956.39 INV DOWN 4956.25 4956.29 LID1-10 LID3-1 LID3-2 LID3-3 LID3-4 LID3-5 6" 6" 6" 6" 6" 6" 42.85' 125.17' 112.17' 108.24' 21.75' 108.24' 0.00% 1.00% 1.00% 0.00% 0.00% 0.00% 6" PERF HDPE 6" HDPE 6" HDPE 6" PERF HDPE 6" PERF HDPE 6" PERF HDPE 4953.64 4953.63 4954.75 4953.80 4953.80 4953.80 4953.64 4952.38 4953.63 4953.80 4953.80 4953.80 PIPE TABLE NAME T-1 T-2 T-2-1 T-3 T-4 U-1 U-1-1 SIZE 6" 6" 6" 6" 6" 6" 6" LENGTH 4.14' 21.06' 6.25' 15.51' 8.84' 20.06' 4.98' SLOPE 4.00% 4.00% 10.00% 4.00% 4.00% 2.50% 13.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4958.43 4959.27 4959.90 4959.89 4960.24 4958.36 4959.03 INV DOWN 4958.26 4958.43 4959.27 4959.27 4959.89 4957.86 4958.36 UD2-3 UD2-4 UD2-5 UD2-7 UD2-8 UD2-9 6" 6" 6" 6" 6" 6" 20.39' 62.05' 71.87' 5.29' 169.32' 169.32' 2.18% 0.39% 0.39% 2.50% 1.00% 0.20% 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 4950.18 4950.42 4950.70 4948.67 4950.37 4950.71 4949.73 4950.18 4950.42 4948.54 4948.67 4950.37 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : L A Y O U T 6 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 8 : 1 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-29 118 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : L A Y O U T 7 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 8 : 5 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-30 119 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - L A N D S C A P E D R A I N P L A N _ 2 . D W G L A Y O U T : L A Y O U T 8 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 9 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-31 120 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS PIPE TABLE NAME A-773 LID3-1 LID3-2 LID3-3 LID3-4 LID3-5 SIZE 6" 6" 6" 6" 6" 6" LENGTH 2.00' 125.17' 112.17' 108.24' 21.75' 108.24' SLOPE 1.00% 1.00% 1.00% 0.00% 0.00% 0.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" PERF HDPE 6" PERF HDPE 6" PERF HDPE INV UP 4952.38 4953.63 4954.75 4953.80 4953.80 4953.80 INV DOWN 4952.36 4952.38 4953.63 4953.80 4953.80 4953.80 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - U N D E R D R A I N P L A N . D W G L A Y O U T : L A Y O U T 3 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 9 : 5 9 : 5 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UNDERDRAIN PLAN ST-32 121 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS PIPE TABLE NAME UD2-2 UD2-3 UD2-4 UD2-5 UD2-7 UD2-8 UD2-9 SIZE 6" 6" 6" 6" 6" 6" 6" LENGTH 23.72' 22.25' 62.05' 71.87' 5.29' 169.32' 169.32' SLOPE 5.00% 2.00% 0.39% 0.39% 2.50% 1.00% 0.20% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4949.73 4950.18 4950.42 4950.70 4948.67 4950.37 4950.71 INV DOWN 4948.54 4949.73 4950.18 4950.42 4948.54 4948.67 4950.37 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - U N D E R D R A I N P L A N . D W G L A Y O U T : L A Y O U T 2 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 0 : 2 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UNDERDRAIN PLAN ST-33 122 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS PIPE TABLE NAME LID1-2 LID1-3 LID1-4 LID1-5 LID1-7 LID1-8 LID1-10 SIZE 6" 6" 6" 6" 6" 6" 6" LENGTH 6.73' 260.22' 38.85' 12.11' 40.89' 28.67' 42.85' SLOPE 0.60% 0.60% 0.60% 0.60% 0.00% 0.00% 0.00% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" PERF HDPE 6" PERF HDPE 6" PERF HDPE INV UP 4951.69 4953.25 4953.48 4953.56 4953.64 4953.64 4953.64 INV DOWN 4951.65 4951.69 4953.25 4953.48 4953.64 4953.64 4953.64 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below.Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - U N D E R D R A I N P L A N . D W G L A Y O U T : L A Y O U T 1 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 0 : 4 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UNDERDRAIN PLAN ST-34 123 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. PR E L I M I N A R Y NO T F O R CON S T R U C T I O N PIPE TABLE NAME UD-RP-1 UD-RP-2 UD-RP-3 UD-RP-4 UD-RP-5 UD-RP-6 UD-RP-7 SIZE 8" 8" 8" 8" 8" 8" 8" LENGTH 2.00' 30.00' 55.43' 139.35' 2.00' 85.86' 182.63' SLOPE 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% MATERIAL 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE 8" PERF HDPE INV UP 4951.60 4951.75 4952.03 4952.72 4951.60 4952.03 4952.94 INV DOWN 4951.59 4951.60 4951.75 4952.03 4951.59 4951.60 4952.03 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - U N D E R D R A I N P L A N . D W G L A Y O U T : L A Y O U T 4 13 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , e - u t i l - b y o t [ U ] , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 1 : 1 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UNDERDRAIN PLAN ST-35 124 OF 196 12-11-2023 AML RCP AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' GENERAL LANDSCAPE DRAIN NOTES: 1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE. 2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH. 3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN. 4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT. 5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE. 6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT. 7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN. 8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-13 - C-54. 9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. 11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER. 12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S). 14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT. 15.ALL LANDSCAPE DRAINS ARE CONSIDERED PRIVATE. TH THTH TH TH TH SS ST ST DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS D S DS DS DS DS DSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSD S DSDSDS DSDSDS DS DS DS DS DS DS DS D S DSDS DS DS DS DS D S DSDS DSD S DS DS DS DS DS DSDS DSDSDSDSDSDSDSDSDSDS DS RA M P DS DS DS DS DS DS DS EV CHAR G I N G RA M P RAM P EV CHA R G I N G ONLY DSDS DS DSD S DS DS DSDSDS DS DSD SDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS D S DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS AC BASIN AREA %IMP 113_21 3.23 50.6 AC BASIN AREA %IMP 113_22 6.95 58.3 AC BASIN AREA %IMP 113_W2 6.14 60.1 AC BASIN AREA %IMP 113_24 5.45 64.7 AC BASIN AREA %IMP 113_4 4.97 14.6 AC BASIN AREA %IMP 113_210 0.57 4.8 AC BASIN AREA %IMP 113_25 0.45 33.0 AC BASIN AREA %IMP 113_27 0.47 22 AC BASIN AREA %IMP 113_29 0.10 83.2 AC BASIN AREA %IMP 113_W1 2.22 69.4 AC BASIN AREA %IMP 113_23 8.50 53.9 AC BASIN AREA %IMP 113_W3 0.69 69.4 AC BASIN AREA %IMP 113_28 0.18 57.9 AC BASIN AREA %IMP 113_26 0.36 33.0 ST AC BASIN AREA %IMP 113_3 1.69 2 0 SCALE: 1" = 80 80 160 80' BASIN DESIGNATION BASIN SIZE IN ACRES IMPERVIOUSNESSOS 1 0.671.23 AC BASIN AREA %IMP 1 BASIN DESIGN POINT 100-YR SWMM DIRECT RUNOFF SUMMARY TABLE BASIN ID AREA (AC)C2 C100 Q2 (CFS) Q100 (CFS) 113_21 3.23 0.69 0.86 3.46 18.67 113_22 6.95 0.66 0.82 4.39 28.04 113_23 8.50 0.62 0.77 6.9 39.23 113_24 5.45 0.54 0.67 4.1 26.1 113_25 0.45 0.38 0.47 0.24 1.33 113_26 0.36 0.25 0.31 0.02 0.79 113_27 0.46 0.33 0.41 0.17 2.28 113_28 0.18 0.75 0.94 -- 113_29 0.10 0.84 1.00 -- 113_3 1.69 0.25 0.31 0.1 2.38 113_4 4.97 0.34 0.42 1.85 10.32 113_W1 2.22 0.49 0.61 2.16 13.14 113_W2 6.14 0.70 0.87 6.29 34.43 113_W3 0.71 0.64 0.81 0.91 4.59 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ F I N A L D R A I N A G E P L A N . D W G L A Y O U T : P R O P O S E D S W M M B A S I N S 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l [ U ] , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 3 0 : 0 2 A B Y : A I D A N L O W E ---- DRAINAGE REPORT PROPOSED SWMM BASINS 36 125 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PROPOSED DETENTION POND SUMMARY TABLE POND ID SWMM BASIN ID TRIBUTARY AREA IMPERVIOUSNESS ALLOWABLE RELEASE RATE MODELED PEAK RELEASE RATE POND VOLUME POND VOLUME WQCV WSEL 2-YEAR WSEL 100-YEAR WSEL (-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT) POND1 113_21 3.23 58.9%0.65 0.62 82211 1.89 N/A 4956.04 4958.76 UD2 113_22 6.95 55.3%1.39 1.34 60838 1.40 N/A 4951.79 4956.60 POND3 113_23 8.50 50.4%1.70 1.61 345595 7.93 N/A 4955.25 4958.63 REDWOOD*113_24 70.12 63.6%13.05 12.35 569837 13.08 4956.60 4957.15 4960.41 *REDWOOD POND IS A REGIONAL DETENTION POND MANAGING MANY OFFSITE UPSTREAM AREAS. ALL INFORMATION IS TAKEN FROM THE NECCO DESIGN REPORT AND/OR THE MASTER SWMM MODEL. LOW IMPACT DEVELOPMENT SUMMARY TABLE BASIN TRIBUTARY AREA TRIBUTARY AREA CALCULATED IMPERVIOUSNESS IMPERVIOUS AREA 12-HOUR WQCV MIN. CHAMBER VOLUME USING FAA METHOD LID TREATMENT SYSTEM LID VOLUME PROVIDED (-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF) LID1 111078 2.55 68.4%75977 1984 2078 ISOLATOR ROWS FOR POND1 3500 LID2 302742 6.95 55.3%167416 4467 5821 ISOLATOR ROW FOR UD2 9268 LID3 286625 6.58 56.7%162516 4310 3461 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 66.1%150977 3933 -RAIN GARDEN - REDWOOD 5030 LID1_R 29621 0.68 23.2%6872 --RUNOFF REDUCTION - LID3_R 83635 1.92 28.5%23836 --RUNOFF REDUCTION - TOTAL (TREATED)1042108 23.92 56.4%587595 TOTAL (SITE)1143450 26.25 52.9%604771 TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.16% *ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDS D S DS DS DSDS D S DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DSDSDSDSDS DSDSDSDS D S DS DSDSDS D S DS D S D S DS DS DS DS D SDSDSDS DS D S DS D S D S DSDS RA M P DS D S DS DSD S D S DS DSDSDS DS DS DSDS DS DS DS DS DS D S DS DSDSD S DS DS DS DS D S DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDS DSDSDSDSDS RA M P RA M P RA M P RA M P DS DS DS DS DS DS BASIN %IMP 113_W2 60.1 AC BASIN AREA %IMP 113_24 5.45 64.7 AC BASIN AREA %IMP 113_210 0.57 4.8 AC BASIN AREA %IMP 113_25 0.45 33.0 AC BASIN AREA %IMP 113_23 8.50 53.9 AREA 113_24 0 SCALE: 1" = 40 40 80 40' BASIN DESIGNATION BASIN SIZE IN ACRES C COEFFICIENTOS 1 0.671.23 AC BASIN AREA C 1 BASIN DESIGN POINT MAJOR MINOR 100-YR SWMM SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ F I N A L D R A I N A G E P L A N . D W G L A Y O U T : P R O P O S E D S W M M B A S I N S 1 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l [ U ] , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 3 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-37 126 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' DSDS DS RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DS DSDS DSDSDS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDSDS DS DS DSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DSDS DSDSDSDS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS AC BASIN AREA %IMP 113_28 0.18 57.9 AC BASIN AREA %IMP 113_23 8.50 53.9 AC BASIN AREA %IMP 113_22 6.95 58.3 AC BASIN AREA %IMP 113_24 5.45 64.7 0 SCALE: 1" = 40 40 80 40' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ F I N A L D R A I N A G E P L A N . D W G L A Y O U T : P R O P O S E D S W M M B A S I N S 2 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l [ U ] , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 3 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-38 127 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' BASIN DESIGNATION BASIN SIZE IN ACRES C COEFFICIENTOS 1 0.671.23 AC BASIN AREA C 1 BASIN DESIGN POINT MAJOR MINOR 100-YR SWMM DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S DS D S D S D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DSDS DSDSDSDS DSDSDS DS DS DSDSDS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSD S DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS AC BASIN AREA %IMP 113_22 6.95 58.3 AC BASIN AREA %IMP 113_29 0.10 83.2 0 SCALE: 1" = 40 40 80 40' BASIN DESIGNATION BASIN SIZE IN ACRES C COEFFICIENTOS 1 0.671.23 AC BASIN AREA C 1 BASIN DESIGN POINT MAJOR MINOR 100-YR SWMM SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ F I N A L D R A I N A G E P L A N . D W G L A Y O U T : P R O P O S E D S W M M B A S I N S 3 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l [ U ] , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 4 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-39 128 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' TH THTH TH TH TH SS DS DS DS RA M P DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS AC BASIN AREA %IMP 113_21 3.23 50.6 AC BASIN AREA %IMP 113_27 0.47 22 AC BASIN AREA %IMP 113_W1 2.22 69.4 AC BASIN AREA %IMP 113_W3 0.69 69.4 AC BASIN AREA %IMP 113_26 0.36 33.0 0 SCALE: 1" = 40 40 80 40' BASIN DESIGNATION BASIN SIZE IN ACRES C COEFFICIENTOS 1 0.671.23 AC BASIN AREA C 1 BASIN DESIGN POINT MAJOR MINOR 100-YR SWMM SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ F I N A L D R A I N A G E P L A N . D W G L A Y O U T : P R O P O S E D S W M M B A S I N S 4 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l [ U ] , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 2 8 : 4 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-40 129 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' TH DS DS DS DS DS DSDSDS DS DS DS DS DSDS DS DS DS A A B B TRICKLE PAN PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - P O N D 1 P L A N . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 3 : 0 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PLAN - POND 1 ST-41 130 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PROPOSED DETENTION POND SUMMARY TABLE POND ID SWMM BASIN IDTRIBUTARY AREA IMPERVIOUSNESS ALLOWABLE RELEASE RATE MODELED PEAK RELEASE RATE POND VOLUME POND VOLUME WQCV WSEL2-YEAR WSEL100-YEAR WSEL (-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT) POND1 113_21 3.23 58.9%0.65 0.62 82211 1.89 N/A 4956.04 4958.76 UD2 113_22 6.95 55.3%1.39 1.34 60838 1.40 N/A 4951.79 4956.60 POND3 113_23 8.50 50.4%1.70 1.61 345595 7.93 N/A 4955.25 4958.63 REDWOOD*113_24 70.12 63.6%13.05 12.35 569837 13.08 4957.60 4957.15 4960.41 ≥ SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - P O N D 1 D E T A I L S . D W G L A Y O U T : L A Y O U T 1 1 X R E F : d h i _ l o g o PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 3 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - POND 1 ST-42 131 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 5 5 10 5' DETENTION FACILITY ORIFICE SUMMARY TABLE (SEE SWMM MODEL) STORAGE NODE DETENTION FACILITY NAME WQ ORIFICE DIAMETER 100-YR ORIFICE DIAMETER 100-YR FLOW (#)(#)(in)(in)(cfs) Enclave_Pond1 Pond1 N/A 3.24 0.62 Enclave_UD2 UD2 N/A 4.44 1.34 Enclave_Pond3 Pond3 N/A 5.04 1.61 308-Redwood Redwood Pond 3.50 3.50 12.35 LID1 PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' A A A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - L I D 1 P L A N . D W G L A Y O U T : L I D 1 P L A N 9 X R E F s : d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 3 : 3 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 - PLAN ST-43 132 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. LOW IMPACT DEVELOPMENT SUMMARY TABLE BASIN TRIBUTARY AREA TRIBUTARY AREA CALCULATED IMPERVIOUSNESS IMPERVIOUS AREA 12-HOUR WQCV MIN. CHAMBER VOLUME USING FAA METHOD LID TREATMENT SYSTEM LID VOLUME PROVIDED (-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF) LID1 111078 2.55 68.4%75977 1984 2078 ISOLATOR ROWS FOR POND1 3500 LID2 302742 6.95 55.3%167416 4467 5821 ISOLATOR ROW FOR UD2 9268 LID3 286625 6.58 56.7%162516 4310 3461 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 66.1%150977 3933 -RAIN GARDEN - REDWOOD 5030 LID1_R 29621 0.68 23.2%6872 --RUNOFF REDUCTION - LID3_R 83635 1.92 28.5%23836 --RUNOFF REDUCTION - TOTAL (TREATED)1042108 23.92 56.4%587595 TOTAL (SITE)1143450 26.25 52.9%604771 TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.16% *ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD. LID FACILITY ELEVATION DATA FACILITY BOTTOM OF SYSTEM WQCV STAGE TOP OF SYSTEM MINIMUM ALLOWABLE GRADE INFILTRATION RATE (-)(FT)(FT)(FT)(FT)(CFS) LID1 4953.64 4955.96 4959.14 4959.64 0.68 LID2 4950.70 4953.42 4957.45 4958.45 0.73 LID3 4953.80 4955.85 4959.30 4959.80 0.90 LID4 4956.14 4956.94 4957.14 -0.15 A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - S U B G R A D E E X C A V A T I O N P L A N . D W G L A Y O U T : L A Y O U T 3 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 3 : 4 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 - EXCAVATION PLAN ST-44 133 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - L I D 1 P L A N . D W G L A Y O U T : L I D 1 A D S D E T A I L S 9 X R E F s : d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 4 : 0 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 - ADS DETAILS ST-45 134 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . D S D S D S DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSA A B B LID2 PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 SECTION B-B PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 SECTION A-A PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - U D 2 P L A N . D W G L A Y O U T : U D 2 P L A N 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 4 : 4 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 - PLAN ST-46 135 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' LOW IMPACT DEVELOPMENT SUMMARY TABLE BASIN TRIBUTARY AREA TRIBUTARY AREA CALCULATED IMPERVIOUSNESS IMPERVIOUS AREA 12-HOUR WQCV MIN. CHAMBER VOLUME USING FAA METHOD LID TREATMENT SYSTEM LID VOLUME PROVIDED (-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF) LID1 111078 2.55 68.4%75977 1984 2078 ISOLATOR ROWS FOR POND1 3500 LID2 302742 6.95 55.3%167416 4467 5821 ISOLATOR ROW FOR UD2 9268 LID3 286625 6.58 56.7%162516 4310 3461 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 66.1%150977 3933 -RAIN GARDEN - REDWOOD 5030 LID1_R 29621 0.68 23.2%6872 --RUNOFF REDUCTION - LID3_R 83635 1.92 28.5%23836 --RUNOFF REDUCTION - TOTAL (TREATED)1042108 23.92 56.4%587595 TOTAL (SITE)1143450 26.25 52.9%604771 LID FACILITY ELEVATION DATA FACILITY BOTTOM OF SYSTEM WQCV STAGE TOP OF SYSTEM MINIMUM ALLOWABLE GRADE INFILTRATION RATE (-)(FT)(FT)(FT)(FT)(CFS) LID1 4953.64 4955.96 4959.14 4959.64 0.68 LID2 4950.70 4953.42 4957.45 4958.45 0.73 LID3 4953.80 4955.85 4959.30 4959.80 0.90 LID4 4956.14 4956.94 4957.14 -0.15 PROPOSED DETENTION POND SUMMARY TABLE POND ID SWMM BASIN ID TRIBUTARY AREA IMPERVIOUSNESS ALLOWABLE RELEASE RATE MODELED PEAK RELEASE RATE POND VOLUME POND VOLUME WQCV WSEL 2-YEAR WSEL 100-YEAR WSEL (-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT) POND1 113_21 3.23 58.9%0.65 0.62 82211 1.89 N/A 4956.04 4958.76 UD2 113_22 6.95 55.3%1.39 1.34 60838 1.40 N/A 4951.79 4956.60 POND3 113_23 8.50 50.4%1.70 1.61 345595 7.93 N/A 4955.25 4958.63 REDWOOD*113_24 70.12 63.6%13.05 12.35 569837 13.08 4957.60 4957.15 4960.41 GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. DETENTION FACILITY ORIFICE SUMMARY TABLE (SEE SWMM MODEL) STORAGE NODE DETENTION FACILITY NAME WQ ORIFICE DIAMETER 100-YR ORIFICE DIAMETER 100-YR FLOW (#)(#)(in)(in)(cfs) Enclave_Pond1 Pond1 N/A 3.24 0.62 Enclave_UD2 UD2 N/A 4.44 1.34 Enclave_Pond3 Pond3 N/A 5.04 1.61 308-Redwood Redwood Pond 3.50 3.50 12.35 A A B B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - S U B G R A D E E X C A V A T I O N P L A N . D W G L A Y O U T : L A Y O U T 2 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 4 : 5 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 - EXCAVATION PLAN ST-47 136 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N A A B B C C D D SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - U D 2 P L A N . D W G L A Y O U T : S T - 5 0 U D 2 D E T A I L S 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 5 : 1 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 - DETAILS ST-48 137 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - U D 2 P L A N . D W G L A Y O U T : S T - 5 1 U D 2 A D S D E T A I L S 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 5 : 2 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 - ADS DETAILS ST-49 138 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DSDS D S DS D S D S D S D S SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - P A R K D E T E N T I O N P O N D P L A N . D W G L A Y O U T : D E T E N T I O N P O N D P L A N - P O N D 3 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 6 : 1 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PLAN - POND 3 ST-50 139 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' 0 SCALE: 1" = 20 20 40 20' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PROPOSED DETENTION POND SUMMARY TABLE POND ID SWMM BASIN ID TRIBUTARY AREA IMPERVIOUSNESS ALLOWABLE RELEASE RATE MODELED PEAK RELEASE RATE POND VOLUME POND VOLUME WQCV WSEL 2-YEAR WSEL 100-YEAR WSEL (-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT) POND1 113_21 3.23 58.9%0.65 0.62 82211 1.89 N/A 4956.04 4958.76 UD2 113_22 6.95 55.3%1.39 1.34 60838 1.40 N/A 4951.79 4956.60 POND3 113_23 8.50 50.4%1.70 1.61 345595 7.93 N/A 4955.25 4958.63 REDWOOD*113_24 70.12 63.6%13.05 12.35 569837 13.08 4957.60 4957.15 4960.41 DETENTION FACILITY ORIFICE SUMMARY TABLE (SEE SWMM MODEL) STORAGE NODE DETENTION FACILITY NAME WQ ORIFICE DIAMETER 100-YR ORIFICE DIAMETER 100-YR FLOW (#)(#)(in)(in)(cfs) Enclave_Pond1 Pond1 N/A 3.24 0.62 Enclave_UD2 UD2 N/A 4.44 1.34 Enclave_Pond3 Pond3 N/A 5.04 1.61 308-Redwood Redwood Pond 3.50 3.50 12.35 DS POND3 EMERGENCY SPILLWAY PROFILE POND3 (PARK POND) SPILLWAY PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - P A R K D E T E N T I O N P O N D P L A N . D W G L A Y O U T : D E T E N T I O N P O N D D E T A I L S - P O N D 3 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 6 : 2 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - POND 3 ST-51 140 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' TRICKLE PAN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' D S D S D S D S D S DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - P A R K D E T E N T I O N P O N D P L A N . D W G L A Y O U T : D E T E N T I O N P O N D P R O F I L E - P O N D 3 - T R I C K L E C H A N N E L 10 X R E F s : c d - s t o r m n o t e s , d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 6 : 4 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PROFILE - POND 3 ST-52 141 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' LID3 PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' A A B B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - L I D 3 P L A N . D W G L A Y O U T : L I D 3 P L A N 9 X R E F s : d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 7 : 1 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 - PLAN ST-53 142 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' LID FACILITY ELEVATION DATA FACILITY BOTTOM OF SYSTEM WQCV STAGE TOP OF SYSTEM MINIMUM ALLOWABLE GRADE INFILTRATION RATE (-)(FT)(FT)(FT)(FT)(CFS) LID1 4953.64 4955.96 4959.14 4959.64 0.68 LID2 4950.70 4953.42 4957.45 4958.45 0.73 LID3 4953.80 4955.85 4959.30 4959.80 0.90 LID4 4956.14 4956.94 4957.14 -0.15 LOW IMPACT DEVELOPMENT SUMMARY TABLE BASIN TRIBUTARY AREA TRIBUTARY AREA CALCULATED IMPERVIOUSNESS IMPERVIOUS AREA 12-HOUR WQCV MIN. CHAMBER VOLUME USING FAA METHOD LID TREATMENT SYSTEM LID VOLUME PROVIDED (-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF) LID1 111078 2.55 68.4%75977 1984 2078 ISOLATOR ROWS FOR POND1 3500 LID2 302742 6.95 55.3%167416 4467 5821 ISOLATOR ROW FOR UD2 9268 LID3 286625 6.58 56.7%162516 4310 3461 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 66.1%150977 3933 -RAIN GARDEN - REDWOOD 5030 LID1_R 29621 0.68 23.2%6872 --RUNOFF REDUCTION - LID3_R 83635 1.92 28.5%23836 --RUNOFF REDUCTION - TOTAL (TREATED)1042108 23.92 56.4%587595 TOTAL (SITE)1143450 26.25 52.9%604771 A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ G R A D I N G \ C D - S U B G R A D E E X C A V A T I O N P L A N . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p _ r c p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 7 : 2 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 - EXCAVATION PLAN ST-54 143 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - L I D 3 P L A N . D W G L A Y O U T : L I D 3 A D S D E T A I L S 9 X R E F s : d h i _ l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 7 : 4 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 - ADS DETAILS ST-55 144 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . D S DS DS DS DS DS DS DS AA SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - R E D W O O D P O N D P L A N . D W G L A Y O U T : R E D W O O D P O N D P L A N S 10 X R E F s : c d - d h i c l o g o , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 8 : 2 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PLAN - REDWOOD ST-56 145 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' 0 SCALE: 1" = 30 30 60 30' GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. PROPOSED DETENTION POND SUMMARY TABLE POND ID SWMM BASIN ID TRIBUTARY AREA IMPERVIOUSNESS ALLOWABLE RELEASE RATE MODELED PEAK RELEASE RATE POND VOLUME POND VOLUME WQCV WSEL 2-YEAR WSEL 100-YEAR WSEL (-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT) POND1 113_21 3.23 58.9%0.65 0.62 82211 1.89 N/A 4956.04 4958.76 UD2 113_22 6.95 55.3%1.39 1.34 60838 1.40 N/A 4951.79 4956.60 POND3 113_23 8.50 50.4%1.70 1.61 345595 7.93 N/A 4955.25 4958.63 REDWOOD*113_24 70.12 63.6%13.05 12.35 569837 13.08 4956.60 4957.15 4960.41 *REDWOOD POND IS A REGIONAL DETENTION POND MANAGING MANY OFFSITE UPSTREAM AREAS. ALL INFORMATION IS TAKEN FROM THE NECCO DESIGN REPORT AND/OR THE MASTER SWMM MODEL. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - R E D W O O D P O N D P L A N . D W G L A Y O U T : R E D W O O D P O N D P L A N S ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 0 9 : 0 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - REDWOOD ST-57 146 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC UNLESS OTHERWISE NOTED ON PLANS. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. 13.ALL PUBLIC STORM SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL PRIVATE STORM SEWER LINES TO BE INSPECTED BY DEVELOPER. 14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS. 0 SCALE: 1" = 10 10 20 10' DETENTION FACILITY ORIFICE SUMMARY TABLE (SEE SWMM MODEL) STORAGE NODE DETENTION FACILITY NAME WQ ORIFICE DIAMETER 100-YR ORIFICE DIAMETER 100-YR FLOW (#)(#)(in)(in)(cfs) Enclave_Pond1 Pond1 N/A 3.24 0.62 Enclave_UD2 UD2 N/A 4.44 1.34 Enclave_Pond3 Pond3 N/A 5.04 1.61 308-Redwood Redwood Pond 3.50 3.50 12.35 AA B B SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - R E D W O O D P O N D P L A N . D W G L A Y O U T : S T - 4 1 D E T E N T I O N P O N D D E T A I L S 2 - R E D W O O D 10 X R E F s : c d - d h i c l o g o , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 0 : 2 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS 2 - REDWOOD ST-58 147 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' FOREBAY CROSS SECTION 01 PROFILE 4955 4960 4965 4955 4960 4965 FOREBAY CROSS SECTION 02 PROFILE 4955 4960 4965 4955 4960 4965 4955 4960 4965 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ C D - R E D W O O D P O N D P L A N . D W G L A Y O U T : S T - 4 2 D E T E N T I O N P O N D D E T A I L S 3 - R E D W O O D 10 X R E F s : c d - d h i c l o g o , c d - s t o r m n o t e s , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 0 : 5 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD REDWOOD POND INLET WEIR DETAILS ST-59 148 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' B B A A C C SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ S T - 6 3 C D - G E N E R A L S T O R M D E T A I L S . D W G L A Y O U T : R A I N G A R D E N D E T A I L S 12 X R E F s : a e r i a l [ U ] , c d - d h i c l o g o , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , e - b a s e , e - l e g a l , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t o r m w a t e r - d 3 1 - d e t e n t i o n p o n d d e p t h g a u g e ( d w g ) - 2 _ 1 8 _ 2 0 0 5 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 1 : 3 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD RAIN GARDEN DETAILS (LID4)ST-60 149 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . KEY MAP SCALE 1" = 500' LOW IMPACT DEVELOPMENT SUMMARY TABLE BASIN TRIBUTARY AREA TRIBUTARY AREA CALCULATED IMPERVIOUSNESS IMPERVIOUS AREA 12-HOUR WQCV MIN. CHAMBER VOLUME USING FAA METHOD LID TREATMENT SYSTEM LID VOLUME PROVIDED (-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF) LID1 111078 2.55 68.4%75977 1984 2078 ISOLATOR ROWS FOR POND1 3500 LID2 302742 6.95 55.3%167416 4467 5821 ISOLATOR ROW FOR UD2 9268 LID3 286625 6.58 56.7%162516 4310 3461 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 66.1%150977 3933 -RAIN GARDEN - REDWOOD 5030 LID1_R 29621 0.68 23.2%6872 --RUNOFF REDUCTION - LID3_R 83635 1.92 28.5%23836 --RUNOFF REDUCTION - TOTAL (TREATED)1042108 23.92 56.4%587595 TOTAL (SITE)1143450 26.25 52.9%604771 TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.16% *ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD. LID FACILITY ELEVATION DATA FACILITY BOTTOM OF SYSTEM WQCV STAGE TOP OF SYSTEM MINIMUM ALLOWABLE GRADE INFILTRATION RATE (-)(FT)(FT)(FT)(FT)(CFS) LID1 4953.64 4955.96 4959.14 4959.64 0.68 LID2 4950.70 4953.42 4957.45 4958.45 0.73 LID3 4953.80 4955.85 4959.30 4959.80 0.90 LID4 4956.14 4956.94 4957.14 -0.15 GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE, ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ S T - 6 3 C D - G E N E R A L S T O R M D E T A I L S . D W G L A Y O U T : S T O R M D E T A I L S 1 12 X R E F s : a e r i a l [ U ] , c d - d h i c l o g o , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , e - b a s e , e - l e g a l , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t o r m w a t e r - d 3 1 - d e t e n t i o n p o n d d e p t h g a u g e ( d w g ) - 2 _ 1 8 _ 2 0 0 5 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 1 : 3 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS ST-61 150 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ S T - 6 3 C D - G E N E R A L S T O R M D E T A I L S . D W G L A Y O U T : S T O R M D E T A I L S 2 12 X R E F s : a e r i a l [ U ] , c d - d h i c l o g o , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , e - b a s e , e - l e g a l , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t o r m w a t e r - d 3 1 - d e t e n t i o n p o n d d e p t h g a u g e ( d w g ) - 2 _ 1 8 _ 2 0 0 5 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 1 : 4 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS ST-62 151 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . AA B B A A AA B B A A AA B B A A SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ S T - 6 3 C D - G E N E R A L S T O R M D E T A I L S . D W G L A Y O U T : S T O R M D E T A I L S 3 12 X R E F s : a e r i a l [ U ] , c d - d h i c l o g o , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , e - b a s e , e - l e g a l , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t o r m w a t e r - d 3 1 - d e t e n t i o n p o n d d e p t h g a u g e ( d w g ) - 2 _ 1 8 _ 2 0 0 5 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 1 : 5 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS ST-63 152 OF 196 12-11-2023 AML MAW JMR NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 4/ 7 / 1 1 I: \ S t m W t r \ C r i t e r i a M a n u a l \ D 4 4 . d w g DATE DRAWN:3/3/05 D44.dwg T. COXDRAWN BY: CAD FILE NAME: DETAIL 4/ 7 / 1 1 I: \ S t m W t r \ C r i t e r i a M a n u a l \ D 4 5 . d w g DATE DRAWN:3/3/05 D45.dwg T. COXDRAWN BY: CAD FILE NAME: DETAIL 4/ 7 / 1 1 I: \ S t m W t r \ C r i t e r i a M a n u a l \ D 4 3 . d w g DATE DRAWN:3/3/05 D43.dwg T. COXDRAWN BY: CAD FILE NAME: DETAIL 4950 4955 4960 4965 4950 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ U T I L I T I E S \ S T O R M \ C D - S T O R M D E T A I L S . D W G L A Y O U T : S T - 6 1 S T O R M D E T A I L S 4 6 X R E F s : c d - d h i c l o g o , c d - s t a m p , p - b a s e , p - l e g a l , p - s t o r m , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 2 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS ST-64 153 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N CUTOFF WALL PLAN SCALE 1"=20' CUTOFF WALL PROFILE HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1'=2' KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ D R A I N A G E \ S T - 6 3 C D - G E N E R A L S T O R M D E T A I L S . D W G L A Y O U T : S T O R M D E T A I L 4 12 X R E F s : a e r i a l [ U ] , c d - d h i c l o g o , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , e - b a s e , e - l e g a l , e - o f f s i t e [ U ] , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t o r m w a t e r - d 3 1 - d e t e n t i o n p o n d d e p t h g a u g e ( d w g ) - 2 _ 1 8 _ 2 0 0 5 PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 0 : 1 2 : 5 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS ST-65 ST-65 OF 196 12-11-2023 AML MAW AML NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . GENERAL STORM NOTES: 1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN ACCORDANCE WITH COLORADO STATE STATUTES. 2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND FACILITIES. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE STRUCTURE FOR ALL FLARED END SECTIONS. 4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF STRUCTURE. 5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM SEWER SHALL UTILIZE WATER-TIGHT JOINTS. 7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS SHALL BE ROTATED AS SHOWN IN PLAN VIEW. 8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES. 9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE CONNECTORS OR ENGINEER APPROVED EQUIVALENT. 10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE PROPOSED GRADE. 11.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE, ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION. 13.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS, GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY. TH THTH TH TH TH DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS D S DS DS D S DS D S DSDSDSDS DSDSDS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DSDS DS DS DS DSDS DS D S DS DS DS DS DS DS DSDS DS DS DS DS D S DSDSDSD S DS DS DS DS DS DSDS DSDS DSDSDSDSDSDSDSDSDS RA M P DS DS DS DS DS DS DS EV CHA R G I N G RA M P RAM P EV CHA R G I N G ONL Y DSDS DS DS DS DS DS DSDSDS D S DSDSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DSDS DS D S D S DS DS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDSDS DSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - R O A D W A Y K E Y M A P . D W G L A Y O U T : L A Y O U T 1 5 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 1 : 4 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD ROADWAY KEYMAP R-1 155 OF 196 12-11-2023 <DESIGNER> <REVIEWER> <DRAWN> NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 70 70 140 70' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DSDSDS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS STEELY DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 STEELY DRIVE E FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 STEELY DRIVE W FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 STEELY DR & COLLAMER DR W CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 STEELY DR & COLLAMER DR E CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' CURVE TABLE CURVE # C1 C2 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90.00° 90.00° CHORD DIRECTION S43° 15' 35"E N46° 44' 25"E CHORD LENGTH 35.36' 35.36' START (N,E) N: 136149.72, E: 198197.82 N: 136075.76, E: 198195.57 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S T E E L E Y D R I V E P & P . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 2 : 1 6 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-2 156 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 3 MA T C H L I N E - S E E S H E E T R- 3 MA T C H - S T A T O N 5 + 0 0 MA T C H - S T A T O N 5 + 0 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS Δ STEELY DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 STEELY DRIVE E FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 STEELY DRIVE W FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 STEELY DRIVE E FL TO EX PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 STEELY DRIVE W FL TO EX PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 CURVE TABLE CURVE # C3 C4 C5 C6 LENGTH 34.84' 36.06' 39.81' 43.63' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 79.84° 82.63° 91.24° 100.00° CHORD DIRECTION S7° 46' 07"W S89° 00' 28"W S85° 27' 02"E N2° 18' 17"W CHORD LENGTH 32.09' 33.01' 35.74' 38.30' START (N,E) N: 135867.00, E: 198190.27 N: 135816.82, E: 198233.76 N: 135866.44, E: 198235.07 N: 135813.57, E: 198296.46 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S T E E L E Y D R I V E P & P . D W G L A Y O U T : L A Y O U T 2 9 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 2 : 2 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-3 157 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MAT C H L I N E - SEE S H E E T R-2 MA T C H L I N E - S E E S H E E T R- 2 MA T C H - S T A T O N 5 + 0 0 MA T C H - S T A T O N 5 + 0 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N MA T C H - S T A T O N 8 + 0 1 . 0 9 MA T C H - S T A T O N 8 + 3 5 . 0 5 MA T C H - S T A T O N 8 + 3 5 . 0 5 MA T C H - S T A T O N 8 + 0 1 . 0 9 DS DS DS DS DS DS DS DS DS DS D S DS DS D S DS D S DS D S DSDSDSDS DS DS DS DS DS D S DS DS DS DS DS DS DSDSDSDS DS Δ Δ COLLAMER DR PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4958 4960 4964 4968 4958 4960 4964 4968 COLLAMER DR N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4958 4960 4964 4968 4958 4960 4964 4968 COLLAMER DR S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4958 4960 4964 4968 4958 4960 4964 4968 STEELY DR & COLLAMER DR E CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4958 4960 4964 4968 4958 4960 4964 4968 CURVE TABLE CURVE # C7 C8 LENGTH 40.22' 38.25' RADIUS 25.33' 25.42' DELTA 90.97° 86.22° CHORD DIRECTION S44° 30' 59"E S45° 44' 30"W CHORD LENGTH 36.13' 34.74' START (N,E) N: 136470.41, E: 198256.98 N: 136469.53, E: 198331.23 COLLAMER DR & COMRIE CIR NE CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - L U P I N E D R I V E P & P . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 3 : 0 0 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-4 158 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500'MAT C H L I N E - S E E S H E E T R-5 MA T C H L I N E - S E E S H E E T R- 5 MA T C H - S T A T O N 4 + 0 0 MA T C H - S T A T O N 6 + 0 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N D S DS RA M P DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS COLLAMER DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 COLLAMER DRIVE S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 COLLAMER DRIVE S FL TO EX PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 COLLAMER DRIVE N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 COLLAMER DRIVE N FL TO EX PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4952 4956 4960 4964 CURVE TABLE CURVE # C9 C10 C11 C12 C13 C14 LENGTH 38.14' 40.40' 40.40' 38.14' 38.14' 40.40' RADIUS 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' DELTA 87.41° 92.59° 92.59° 87.41° 87.41° 92.59° CHORD DIRECTION S88° 36' 03"E N1° 23' 57"E S1° 23' 57"W N88° 36' 03"W S88° 36' 03"E N1° 23' 57"E CHORD LENGTH 34.55' 36.15' 36.15' 34.55' 34.55' 36.15' START (N,E) N: 136384.65, E: 198618.32 N: 136323.66, E: 198679.09 N: 136283.64, E: 198668.15 N: 136231.17, E: 198720.43 N: 136306.29, E: 198696.40 N: 136253.82, E: 198748.68 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - L U P I N E D R I V E P & P . D W G L A Y O U T : L A Y O U T 2 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 3 : 1 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-5 159 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 4 MA T C H L I N E - S E E S H E E T R- 4 MA T C H - S T A T O N 4 + 0 0 MA T C H - S T A T O N 4 + 0 0 MA T C H - S T A T O N 7 + 6 6 . 7 9 MA T C H - S T A T O N 7 + 6 6 . 7 9 MA T C H - S T A T O N 7 + 2 6 . 4 7 MA T C H - S T A T O N 7 + 2 6 . 4 7 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N THTH TH TH TH SS DS DS D S D S DS DS DS DS DS DS DS DS DS RA M P DS DS DS DS DS DS DS EV CHAR G I N G EV CHAR G I N G ONLY DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S Δ Δ BERGEN PARKWAY PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 BERGAN PARKWAY N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 BERGAN PARKWAY S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 BERGAN PKWY & STEELY DR N CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 BERGAN PKWY & STEELY DR S CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4972 4956 4960 4964 4968 4972 CURVE TABLE CURVE # C2 C3 C4 C5 LENGTH 39.27' 39.27' 35.04' 36.03' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 89.99° 90.01° 80.31° 82.56° CHORD DIRECTION S43° 15' 34"E S46° 44' 26"W N12° 23' 53"E N69° 02' 25"W CHORD LENGTH 35.35' 35.36' 32.24' 32.99' START (N,E) N: 135740.93, E: 197595.57 N: 135738.68, E: 197669.54 N: 135883.86, E: 198066.55 N: 135913.01, E: 198121.90 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - B E R G E N P A R K W A Y P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 3 : 4 9 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAY R-6 160 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS COMRIE CIRCLE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COMRIE CIRCLE N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COMRIE CIRCLE S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COLLAMER DR & COMRIE CIR NE CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COLLAMER DR & COMRIE CIR NW CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 LENGTH 42.57' 22.99' 38.90' 39.64' 39.27' 39.27' RADIUS 25.00' 16.29' 25.00' 25.00' 25.00' 25.00' DELTA 97.57° 80.86° 89.16° 90.84° 90.00° 90.00° CHORD DIRECTION S47° 02' 37"E S26° 45' 32"W N46° 19' 14"E S43° 40' 46"E N45° 54' 03"E N44° 05' 57"W CHORD LENGTH 37.61' 21.13' 35.10' 35.61' 35.36' 35.36' START (N,E) N: 136530.74, E: 198209.39 N: 136497.26, E: 198172.30 N: 136557.31, E: 198210.20 N: 136631.29, E: 198212.45 N: 136715.24, E: 198288.03 N: 136714.08, E: 198362.02 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - C O M R I E D R I V E P & P . D W G L A Y O U T : L A Y O U T 1 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 4 : 3 6 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-7 161 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500'MATCH LINE - SEE SHEET R-8 MA T C H - S T A T I O N 4 + 0 0 MA T C H L I N E - S E E S H E E T R- 8 MA T C H - S T A T I O N 4 + 0 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DSDS DS DS DS DS DS DS D S D S DS DS DS DS D S DSDS DS DS D S D S D SDS DS RA M P DS DS DS D SDSDS DSDSDSDSDSDSDSDSDSDS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS RA M P RA M P RA M P RA M P COMRIE CIRCLE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 COMRIE CIRCLE N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COMRIE CIRCLE S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 CURVE TABLE CURVE # C6 C7 C8 LENGTH 39.27' 23.56' 23.50' RADIUS 25.00' 15.00' 15.00' DELTA 90.00° 90.00° 89.74° CHORD DIRECTION N44° 05' 57"W N45° 54' 03"E N43° 58' 17"W CHORD LENGTH 35.36' 21.21' 21.17' START (N,E) N: 136714.08, E: 198362.02 N: 136709.44, E: 198657.19 N: 136708.53, E: 198711.11 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - C O M R I E D R I V E P & P . D W G L A Y O U T : L A Y O U T 2 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 5 : 0 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-8 162 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MATCH LINE - SEE SHEET R-9 MA T C H L I N E - S E E S H E E T R- 9 MA T C H L I N E - S E E S H E E T R- 7 MA T C H L I N E - S E E S H E E T R- 7 MA T C H - S T A T I O N 4 + 0 0 MA T C H - S T A T I O N 4 + 0 0 MA T C H - S T A T I O N 1 0 + 5 0 MA T C H - S T A T I O N 1 0 + 5 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS D S DS DS DS DS DS DS DS DS DSDSDS DS DS DSDS DS DS DS DS DS DS DSDS DSDS DS DS COMRIE CIRCLE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COMRIE CIRCLE N FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COMRIE CIRCLE S FL PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 COLLAMER DR & COMRIE CIR SE CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 COLLAMER DR & COMRIE CIR SW CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4957 4960 4964 4968 4957 4960 4964 4968 CURVE TABLE CURVE # C9 C10 C11 C12 C13 C14 LENGTH 33.07' 59.19' 21.01' 23.56' 38.14' 40.40' RADIUS 25.00' 25.00' 15.00' 15.00' 25.00' 25.00' DELTA 75.78° 135.64° 80.26° 90.00° 87.41° 92.59° CHORD DIRECTION S85° 35' 08"W N20° 07' 35"W S2° 10' 21"E S87° 18' 17"E N88° 36' 03"W S1° 23' 57"W CHORD LENGTH 30.71' 46.30' 19.34' 21.21' 34.55' 36.15' START (N,E) N: 136587.08, E: 198876.22 N: 136528.15, E: 198811.47 N: 136571.94, E: 198911.62 N: 136536.58, E: 198874.22 N: 136383.80, E: 198652.86 N: 136359.80, E: 198679.97 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - C O M R I E D R I V E P & P . D W G L A Y O U T : L A Y O U T 3 8 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 5 : 3 5 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-9 163 OF 196 12-11-2023 TEH MSM EDL NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' M A T C H L I N E - S E E S H E E T R - 8 MA T C H L I N E - S E E S H E E T R- 8 MA T C H - S T A T I O N 1 0 + 5 0 MA T C H - S T A T I O N 1 0 + 5 0 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N RAMP COUTTS DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S M I L E Y D R I V E - O G D E N L A N E P & P . D W G L A Y O U T : L A Y O U T 2 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 6 : 1 1 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE R-10 164 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N BRATCHER LANE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4955 4956 4960 4964 4968 4972 4955 4956 4960 4964 4968 4972 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - B R A T C H E R L A N E - G R A H A M D R I V E P & P . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 6 : 4 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE R-11 165 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N RA M P CHARG I N G EV CHARG I N G ONLY Δ GRAHAM DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4968 4972 4952 4956 4960 4964 4968 4972 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - B R A T C H E R L A N E - G R A H A M D R I V E P & P . D W G L A Y O U T : L A Y O U T 4 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 6 : 4 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE R-12 166 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS TH TH TH RAMP PRIVATE ALLEY A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 4960 4964 4968 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P R I V A T E A L L E Y S G - K P & P . D W G L A Y O U T : L A Y O U T 4 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 7 : 1 0 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY A R-13 167 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N Δ PRIVATE ALLEY B PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4968 4972 4952 4956 4960 4964 4968 4972 PRIVATE ALLEY B (1) PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4968 4972 4952 4956 4960 4964 4968 4972 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - B R A T C H E R L A N E - G R A H A M D R I V E P & P . D W G L A Y O U T : L A Y O U T 2 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 7 : 4 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY B R-14 168 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N RAMP PRIVATE ALLEY C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P R I V A T E A L L E Y S G - K P & P . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 8 : 0 4 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY C R-15 169 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N PRIVATE ALLEY D PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P R I V A T E A L L E Y S G - K P & P . D W G L A Y O U T : L A Y O U T 2 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 8 : 1 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY D R-16 170 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N PRIVATE ALLEY E PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P R I V A T E A L L E Y S G - K P & P . D W G L A Y O U T : L A Y O U T 3 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 8 : 1 7 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY E R-17 171 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N PRIVATE ALLEY F PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4956 4960 4964 4968 4952 4956 4960 4964 4968 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P R I V A T E A L L E Y S G - K P & P . D W G L A Y O U T : L A Y O U T 1 ( 2 ) NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 8 : 2 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY F R-18 172 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N RA M P RA M P RA M P RA M P Δ PRIVATE ALLEY G PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S M I L E Y D R I V E - O G D E N L A N E P & P . D W G L A Y O U T : L A Y O U T 4 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 8 : 5 4 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY G R-19 173 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N RA M P RA M P RA M P RA M P RA M P Δ Δ Δ PRIVATE ALLEY H PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S M I L E Y D R I V E - O G D E N L A N E P & P . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 0 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY H R-20 174 OF 196 12-11-2023 TEH TEH TEH NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS D S STEELY DR & COLLAMER DR W CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4959 4960 4961 4962 4963 4964 4965 4959 4960 4961 4962 4963 4964 4965 STEELY DR & COLLAMER DR E CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4959 4960 4961 4962 4963 4964 4959 4960 4961 4962 4963 4964 COLLAMER DR & COMRIE CIR NW CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' COLLAMER DR & COMRIE CIR NE CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4958 4959 4960 4961 4962 4963 4964 4965 4958 4959 4960 4961 4962 4963 4964 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - I N T E R S E C T I O N D E S I G N P L A N . D W G L A Y O U T : L A Y O U T 1 11 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 1 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-21 175 OF 196 12-11-2023 BMW RCP BMW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS BERGAN PKWY & STEELY DR N CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 BERGAN PKWY & STEELY DR S CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - I N T E R S E C T I O N D E S I G N P L A N . D W G L A Y O U T : L A Y O U T 2 11 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 2 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-22 176 OF 196 12-11-2023 BMW RCP BMW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS TH TH DSDS BERGAN PKWY & REDWOOD ST N CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4959 4960 4961 4962 4963 4959 4960 4961 4962 4963 BERGAN PKWY & REDWOOD ST S CURB RETURN PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 4959 4960 4961 4962 4963 4964 4959 4960 4961 4962 4963 4964 KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - I N T E R S E C T I O N D E S I G N P L A N . D W G L A Y O U T : L A Y O U T 3 11 X R E F s : c d - d h i c l o g o , e - b a s e , e - l e g a l , e - u t i l , f g [ U ] , k e y m a p , p - b a s e , p - c o r r - r o a d s [ U ] , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 2 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-23 177 OF 196 12-11-2023 BMW RCP BMW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 10 10 20 10' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N D S DS DS D S D S D S DS DS DS D S DS D S DS D S D S DS DS DS DS D S RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS D S D S D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - L U P I N E D R I V E C R O S S - S E C T I O N S . D W G L A Y O U T : L A Y O U T 1 9 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 4 0 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD COLLAMER DRIVE CROSS SECTIONS R-24 178 OF 196 12-11-2023 BMW RCP BMW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 30 30 60 30' COLLAMER DRIVE CROSS-SECTIONS PLAN SCALE: 1" = 30' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S D S D S D S D S D S E V C H A R G I N G E V C H A R G I N G O N L Y DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S T E E L Y D R I V E C R O S S - S E C T I O N S . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 1 9 : 5 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD STEELY DRIVE CROSS SECTIONS R-25 179 OF 196 #### BMW RCP BMW ######## ######## ######## ######## ######## ######## ######## NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 30 30 60 30' STEELY DRIVE CROSS-SECTIONS PLAN SCALE: 1" = 30' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS TH TH DS DS DS DS DS DS DS DS DS DS DS DS RA M P DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - B E R G E N P K W Y C R O S S - S E C T I O N S . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 0 : 0 0 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD BERGEN PARKWAY CROSS SECTIONS R-26 180 OF 196 #### BMW RCP BMW ######## ######## ######## ######## ######## ######## ######## NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 30 30 60 30' BERGEN PARKWAY CROSS-SECTIONS PLAN SCALE: 1" = 30' KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS Δ Δ Δ Δ Δ REGIONAL TRAIL PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4955 4960 4965 4970 4955 4960 4965 4970 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L P & P . D W G L A Y O U T : L A Y O U T 1 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 0 : 3 1 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-27 181 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 2 8 MA T C H L I N E - S E E S H E E T R- 2 8 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHARGING EV CHARGING ONLY DS DS DSDSDSDSDSDSDSDS DS DS Δ Δ REGIONAL TRAIL PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L P & P . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 0 : 4 9 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-28 182 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 2 7 MA T C H L I N E - S E E S H E E T R- 2 7 MA T C H L I N E - S E E S H E E T R- 2 9 MA T C H L I N E - S E E S H E E T R- 2 9 RAMP DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDS DSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS Δ REGIONAL TRAIL PROFILE HORIZONTAL SCALE: 1" = 20' 4950 4955 4960 4965 4950 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L P & P . D W G L A Y O U T : L A Y O U T 1 ( 3 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 1 : 0 5 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-29 183 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 2 8 MA T C H L I N E - S E E S H E E T R- 3 0 MA T C H L I N E - S E E S H E E T R- 3 0 MA T C H L I N E - S E E S H E E T R- 2 8 DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS Δ Δ Δ Δ Δ REGIONAL TRAIL PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L P & P . D W G L A Y O U T : L A Y O U T 1 ( 4 ) 10 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 1 : 1 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-30 184 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 20 20 40 20' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 2 9 MA T C H L I N E - S E E S H E E T R- 2 9 DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS D SDSDSDS D S DS DSDSDSDS DS DS DSDSD S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS EV CHARGING EV CHARGING ONLY DS DSDSDSDSDSDSDSDSDS DSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DS DSDS KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L S E C T I O N S . D W G L A Y O U T : L A Y O U T 1 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , o f f s i t e [ U ] , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 8 : 5 5 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL SECTIONS R-31 185 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' REGIONAL TRAIL SECTIONS SCALE: 1" = 40' MA T C H L I N E - S E E S H E E T R- 3 2 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS RAMP DS DS DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS KEY MAP SCALE 1" = 500' SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - T R A I L S E C T I O N S . D W G L A Y O U T : L A Y O U T 1 ( 2 ) 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , k e y m a p , o f f s i t e [ U ] , p - b a s e , p - l e g a l PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 9 : 2 1 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL SECTIONS R-32 186 OF 196 12-11-2023 MJS RCP MJS NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' REGIONAL TRAIL SECTIONS SCALE: 1" = 40' MA T C H L I N E - S E E S H E E T R- 3 1 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDSD S DS DSDSDS D S DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DSDSDSDSDSDSD S DS DS DS DS D S DS DS DS DS DS DS DS D SDS DS DS DS D S DS DSDS DS DS RA M P DS D S DS DSD S DS DS DS DS DS D S DSDSDSDS DS DS DS DSD S DS DSDSD S DS DSDSDS DS DSDS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS D S DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DSDSDSDSDSDS DSDSDS RA M P RA M P RA M P RA M P DS DS DS DS DS DS K K N N K K L L L SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P A V I N G P L A N . D W G L A Y O U T : L A Y O U T 1 12 X R E F s : c d - d h i c l o g o , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 3 : 3 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PAVING PLAN R-33 187 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 3 4 MATCHLINE - SEE SHEET R-35 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDS DS RAM P DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DSDSDSDSDS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDSDSDSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS M M SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P A V I N G P L A N . D W G L A Y O U T : L A Y O U T 2 12 X R E F s : c d - d h i c l o g o , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 4 : 0 3 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PAVING PLAN R-34 188 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 3 3 MATCHLINE - SEE SHEET R-35 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S DS D S D S D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DSDS DSDSDSDS DSDSDS DS DS DSDSDS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSD S DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS L L L L SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P A V I N G P L A N . D W G L A Y O U T : L A Y O U T 3 12 X R E F s : c d - d h i c l o g o , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 4 : 3 4 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PAVING PLAN R-35 189 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 3 6 MATCHLINE - SEE SHEET R-33 KEY MAP SCALE 1" = 500' PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS RA M P DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS SS L L SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P A V I N G P L A N . D W G L A Y O U T : L A Y O U T 4 12 X R E F s : c d - d h i c l o g o , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 5 : 0 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PAVING PLAN R-36 190 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 3 5 MATCHLINE - SEE SHEET R-37 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N ST N N O O SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - P A V I N G P L A N . D W G L A Y O U T : L A Y O U T 5 12 X R E F s : c d - d h i c l o g o , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - o f f s i t e , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l , s t a m p - r w PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 5 : 3 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD PAVING PLAN - TRACT A R-37 191 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MATCHLINE - SEE SHEET R-36 PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSD S D S DS DSDSDS D S D S DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDSD S DS DS DS DS D S DS DS DS DS DS DS DS D SDS DS DS DS DS DS DSDS DS DS RA M P DS DS DS DSDS DS DS DSDSDS DS DSDS D S DS DS DS DS DSDS DS D S DS DS DS DS DS DS DS DSDS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS D S DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DSDSDSDSDSDS DSDSDS RA M P RA M P RA M P RA M P DS DS DS DS DS DS R1-1 STOP (30") (12"x18") R7-1(L) LANE FIRE P R7-1 (12"x18") LANE FIRE P (12"x18") R7-1(R) LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") D3-1 STEELY DR D3-1 COLLAMER DR D3-1 BRATCHER LN D3-1 COLLAMER DR D3-1 COMRIE CIR D3-1 COLLAMER DR D3-1 COUTTS DR D3-1 COLLAMER DR D3-1 COUTTS DR D3-1 COLLAMER DR R1-1 STOP (30") D3-1 COMRIE CIR D3-1 COLLAMER DR R11-50 (24"x30") VEHICLES AUTHORIZED AND EMERGENCY ONLY OM4-3 (18" x 18") OM4-3 (18" x 18") R11-50 (24"x30") VEHICLES AUTHORIZED AND EMERGENCY ONLY NOT A THROUGH STREET NOT A THROUGH STREET 24" x 24" SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S I G N A G E & S T R I P I N G P L A N . D W G L A Y O U T : L A Y O U T 1 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 5 : 4 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-38 192 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 3 9 MATCHLINE - SEE SHEET R-40 KEY MAP SCALE 1" = 500' XFMR PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DSDS DS RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DS DSDS DSDSDS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DSDS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE PR7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE PR7-1 (12"x18") LANE FIRE P R1-1 STOP (30")R1-1 STOP (30") R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P D3-1 COUTTS DR D3-1 COMRIE CIR D3-1 COUTTS CIR SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S I G N A G E & S T R I P I N G P L A N . D W G L A Y O U T : L A Y O U T 2 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 5 : 5 1 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-39 193 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 3 8 MATCHLINE - SEE SHEET R-40 KEY MAP SCALE 1" = 500' XFMR PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S D S DS D S D S D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DSDS DSDSDSDS DSDSDS DS DS DSDSDS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSD S DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RESERVED PARKING VAN ACCESSIBLE R7-8 (12"x18") R7-8a (12"x6") R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") R1-1 STOP (30") R7-1 (12"x18") LANE FIRE PR7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P D3-1 GRAHAM DR D3-1 STEELY DR D3-1 BERGEN PKWY D3-1 STEELY DR D3-1 BRATCHER LN D3-1 STEELY DR SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S I G N A G E & S T R I P I N G P L A N . D W G L A Y O U T : L A Y O U T 3 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 5 : 5 6 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-40 194 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T R- 4 1 MATCHLINE - SEE SHEET R-38 KEY MAP SCALE 1" = 500' XFMR PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SS DS DS DS RA M P DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R7-1 (12"x18") LANE FIRE P R1-1 STOP (30") R1-1 STOP (30") D3-1 BERGEN PKWY D3-1 BERGEN PKWY D3-1 REDWOOD ST D3-1 GRAHAM DR D3-1 GRAHAM DR SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - S I G N A G E & S T R I P I N G P L A N . D W G L A Y O U T : L A Y O U T 4 11 X R E F s : c d - d h i c l o g o , c d - s t a m p , e - b a s e , e - b a s e - b y o t , e - l e g a l , e - l e g a l - b y o t , e - u t i l , k e y m a p , p - b a s e , p - l e g a l , p - u t i l [ U ] PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 6 : 0 2 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-41 195 OF 196 12-11-2023 TLW RCP TLW NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' MA T C H L I N E - S E E S H E E T R- 4 0 XFMR PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N SHEET NUMBER ISSUE DATE: DATE REVISION COMMENTS DESIGNED BY: CHECKED BY: DRAWN BY: PROJECT #: 1120 Lincoln Street, Suite 1000 Denver, Colorado 80203 P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com Know what's below. Call before you dig. ® FI L E P A T H : K : \ 2 0 1 0 1 3 \ E N G I N E E R I N G \ R O A D W A Y \ C D - R O A D W A Y D E T A I L S . D W G L A Y O U T : L A Y O U T 1 NO X R E F s PL O T T E D : M O N 1 2 / 1 1 / 2 3 1 2 : 2 6 : 0 8 P B Y : B R A D W E A V E R L I N G 201013 ENCLAVE AT REDWOOD ROADWAY DETAILS R-42 196 OF 196 12-11-2023 <DESIGNER> <REVIEWER> <DRAWN> NO C H A N G E S A R E T O B E M A D E T O T H I S D R A W I N G W I T H O U T W R I T T E N P E R M I S S I O N O F H A R R I S K O C H E R S M I T H . PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N