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Home My WebLink AboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 5 - RESPONSE TO STAFF REVIEW COMMENTS (2)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 : 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 : WE D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 2 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 #:20101308-23-2023 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. AUGUST 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 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 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 C-11 11 OFF SITE UTILITY PLAN C-12 12 OFF SITE SANITARY REPLACEMENT PLAN C-13 13 OFF SITE SANITARY REPLACEMENT PLAN C-14 14 OFF SITE SANITARY REPLACEMENT PLAN C-15 15 OVERALL GRADING PLAN - KEYMAP C-16 16 OVERALL 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 DETAILED GRADING PLAN C-56 56 DETAILED GRADING PLAN C-57 57 DETAILED GRADING PLAN C-58 58 GENERAL DETAILS C-59 59 DRY UTILITY PLAN WATER PLANS WT-1 60 OVERALL WATER PLAN WT-2 61 WATER LINE A PLAN & PROFILE WT-3 62 WATER LINE A PLAN & PROFILE WT-4 63 WATER LINE A PLAN & PROFILE WT-5 64 WATER LINE A PLAN & PROFILE WT-6 65 WATER LINE A PLAN & PROFILE WT-7 66 WATER LINE A PLAN & PROFILE WT-8 67 WATER LINE B PLAN & PROFILE WT-9 68 WATER LINE C PLAN & PROFILE WT-10 69 WATER LINE C PLAN & PROFILE WT-11 70 WATER LINE D PLAN & PROFILE WT-12 71 WATER LINE E&F PLAN & PROFILE WT-13 72 WATER SERVICE PLAN - BLDG 1-6 WT-14 73 WATER SERVICE PLAN - BLDG 7-12 WT-15 74 WATER SERVICE PLAN - BLDG 13-17 WT-16 75 WATER SERVICE PLAN - BLDG 18-22 WT-17 76 WATER SERVICE PLAN - BLDG 23-27 WT-18 77 WATER SERVICE PLAN - BLDG 28-32 WT-19 78 WATER SERVICE PLAN - BLDG 33-37 WT-20 79 WATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, & MAINTENANCE WT-21 80 WATER DETAILS WT-22 81 WATER DETAILS WT-23 82 WATER DETAILS WT-24 83 WATER DETAILS SANITARY SEWER PLANS SS-1 84 SANITARY SEWER PLAN & PROFILE - LINE A SS-2 85 SANITARY SEWER PLAN & PROFILE - LINE A SS-3 86 SANITARY SEWER PLAN & PROFILE - LINE A SS-4 87 SANITARY SEWER PLAN & PROFILE - LINE A SS-5 88 SANITARY SEWER PLAN & PROFILE - LINE A SS-6 89 SANITARY SEWER PLAN & PROFILE - LINE B SS-7 90 SANITARY SEWER PLAN & PROFILE - LINE C SS-8 91 SANITARY SEWER PLAN & PROFILE - LINE D SS-9 92 SANITARY SEWER PLAN & PROFILE - LINE D SS-10 93 SANITARY SEWER PLAN & PROFILE - LINE E SS-11 94 SANITARY DETAILS SS-12 95 SANITARY DETAILS STORM SEWER PLANS ST-1 96 OVERALL STORM PLAN ST-2 97 STORM SEWER PLAN & PROFILE - NECCO A2 ST-3 98 STORM SEWER PLAN & PROFILE - NECCO A2 ST-4 99 STORM SEWER PLAN & PROFILE - LINE NC ST-5 100 STORM SEWER PLAN & PROFILE - LINE ND ST-6 101 STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-7 102 STORM SEWER PLAN & PROFILE - NECCO A3 ST-8 103 STORM SEWER PLAN & PROFILE - NECCO A3 LATERALS ST-9 104 STORM SEWER PLAN & PROFILE - LINE A ST-10 105 STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-11 106 STORM SEWER PLAN & PROFILE - LINE B ST-12 107 STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-13 108 STORM SEWER PLAN & PROFILE - LINE C ST-14 109 STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-15 110 STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-16 111 STORM SEWER PLAN & PROFILE - LINE D ST-17 112 STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-18 113 STORM SEWER PLAN & PROFILE - LINE E ST-19 114 STORM SEWER PLAN & PROFILE - LINE Y & Z ST-20 115 STORM SEWER PLAN & PROFILE - CULVERT 1 ST-21 116 STORM SEWER PLAN & PROFILE - CULVERT 2 ST-22 117 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 1 ST-23 118 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 2 ST-24 119 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 3 ST-25 120 LANDSCAPE DRAIN PLAN ST-26 121 LANDSCAPE DRAIN PLAN ST-27 122 LANDSCAPE DRAIN PLAN ST-28 123 LANDSCAPE DRAIN PLAN ST-29 124 LANDSCAPE DRAIN PIPE TABLES ST-30 125 LANDSCAPE DRAIN PIPE TABLES ST-31 126 LANDSCAPE DRAIN TABLES ST-32 127 LANDSCAPE DRAIN TABLES ST-33 128 SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-34 129 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-35 130 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-36 131 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-37 132 DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-38 133 DETENTION POND PROFILE - POND 1 ST-39 134 DETENTION POND DETAILS - POND 1 ST-40 135 DETENTION POND PLAN - REDWOOD ST-41 136 DETENTION POND DETAILS - REDWOOD ST-42 137 DETENTION POND DETAILS 2 - REDWOOD ST-43 138 DETENTION POND DETAILS 3 - REDWOOD ST-44 139 RAIN GARDEN DETAILS (LID4) ST-45 140 DETENTION POND PLAN - POND 3 ST-46 141 DETENTION POND DETAILS - POND 3 ST-47 142 DETENTION POND PROFILE - POND 3 ST-48 143 UD2 PLAN ST-49 144 UD2 SUBGRADE EXCAVATION PLAN ST-50 145 UD2 DETAILS ST-51 146 UD2 ADS DETAILS ST-52 147 LID1 PLAN ST-53 148 LID1 SUBGRADE EXCAVATION PLAN ST-54 149 LID1 ADS DETAILS ST-55 150 LID3 PLAN ST-56 151 LID3 SUBGRADE EXCAVATION PLAN ST-57 152 LID3 ADS DETAILS ST-58 153 STORM DETAILS 1 ST-59 154 STORM DETAILS 2 ST-60 155 STORM DETAILS 3 ST-61 156 STORM DETAILS 4 ST-62 157 STORM DETAILS 5 ROADWAY PLANS R-1 158 ROADWAY KEYMAP R-2 159 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-3 160 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-4 161 PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-5 162 PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-6 163 PUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAY R-7 164 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-8 165 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-9 166 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-10 167 PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE R-11 168 PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE R-12 169 PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE R-13 170 PRIVATE ALLEY PLAN & PROFILE - ALLEY A R-14 171 PRIVATE ALLEY PLAN & PROFILE - ALLEY B R-15 172 PRIVATE ALLEY PLAN & PROFILE - ALLEY C R-16 173 PRIVATE ALLEY PLAN & PROFILE - ALLEY D R-17 174 PRIVATE ALLEY PLAN & PROFILE - ALLEY E R-18 175 PRIVATE ALLEY PLAN & PROFILE - ALLEY F R-19 176 PRIVATE ALLEY PLAN & PROFILE - ALLEY G R-20 177 PRIVATE ALLEY PLAN & PROFILE - ALLEY H R-21 178 INTERSECTION DESIGN PLAN R-22 179 INTERSECTION DESIGN PLAN R-23 180 INTERSECTION DESIGN PLAN R-24 181 COLLAMER DRIVE CROSS SECTIONS R-25 182 STEELY DRIVE CROSS SECTIONS R-26 183 BERGEN PARKWAY CROSS SECTIONS R-27 184 REGIONAL TRAIL P&P R-28 185 REGIONAL TRAIL P&P R-29 186 REGIONAL TRAIL P&P R-30 187 REGIONAL TRAIL P&P R-31 188 REGIONAL TRAIL SECTIONS R-32 189 REGIONAL TRAIL SECTIONS R-33 190 PAVING PLAN R-34 191 PAVING PLAN R-35 192 PAVING PLAN R-36 193 PAVING PLAN R-37 194 PAVING PLAN R-38 195 SIGNAGE & STRIPING PLAN R-39 196 SIGNAGE & STRIPING PLAN R-40 197 SIGNAGE & STRIPING PLAN R-41 198 SIGNAGE & STRIPING PLAN R-42 199 ROADWAY 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 2 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD NOTES C-2 2 OF 199 08-23-2023 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 3 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD NOTES C-3 3 OF 199 08-23-2023 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 E SS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 4 9 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 199 08-23-2023 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 E SS EE TT T EEE TW TT W SS SS SS SS SS SS SS TH THTHTHTH THTH TH TH THTH TH TH TH DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDS DSDSDSDS DS DSDSDSDSDSDSDSDSDS D S DS DS DSDSDS DSDS DS DS DS DS D S DS DS DS DSDSDSDS DS DS DSDSDSDSDS DS DS DS DS DS DS DSDSDS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDS DS DSDSDS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDS 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 DSDSRA M P RA M P RA M P RA M P RAMP EV CHAR G I N G ON L 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 0 : 2 1 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 199 08-23-2023 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 DSDS DS DS DS DS DS DSDSDS D S DS DSD S DS DS DSDS DS DS DS DS DS DSDS DSD S D S D S D S DS DS DS D S DS D SDSDSDS DS DS D S D S D S D S DS DS DS D S DS D S DS DS DSDS DSDS 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 D S DS DS DSDSDS DS DS DSDSDSDS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DSD S DS D S DS D S DS DSDSDS DS DS DSDS DS DS DSDS DS DS DS DS DS RA M P RA M P RA M P RA M P 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 0 : 5 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSDS DS DS DS DS DSDSDS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DSDSDSDSDS DSDS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDS DS DSDSDS DSDSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSRAM P 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 1 2 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 1 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 DS EV CHA R G I N G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 SDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDSDS 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 DSDS DS DS DS DS D S D S D S D S D S DS D S D S D S DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G ONL Y 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 3 3 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 199 08-23-2023 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 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 DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 4 8 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 MATCHLINE - SEE SHEET C-10 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 0 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED UTILITY PLAN C-10 10 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 MATCHLINE - SEE SHEET C-9 E EE T W TTW SS SS SS SS SS 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 \ 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 5 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 1 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OFF SITE UTILITY PLAN C-11 11 OF 199 08-23-2023 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' XFMR MATCHLINE - SEE SHEET C-7 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 KEY MAP 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 - O F F - S I T E S A N I T A R Y R E P L A C E M E N T 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 - o f f s i t e , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 3 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OFF SITE SANITARY REPLACEMENT PLAN C-12 12 OF 199 08-23-2023 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' M A T C H L I N E - S E E S H E E T C - 1 3 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 KEY MAP XFMR EEE TW TT SS 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 \ U T I L I T I E S \ S A N I T A R Y \ C D - O F F - S I T E S A N I T A R Y R E P L A C E M E N T 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 - o f f s i t e , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 4 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OFF SITE SANITARY REPLACEMENT PLAN C-13 13 OF 199 08-23-2023 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' MATCHLINE - SEE SHEET C-14 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 KEY MAP MA T C H L I N E - S E E S H E E T C- 1 2 XFMR SS SS SS 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 \ U T I L I T I E S \ S A N I T A R Y \ C D - O F F - S I T E S A N I T A R Y R E P L A C E M E N T 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 - o f f s i t e , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 5 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OFF SITE SANITARY REPLACEMENT PLAN C-14 14 OF 199 08-23-2023 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' XFMR MA T C H L I N E - S E E S H E E T C- 1 3 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 KEY MAP MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T TH THTH TH TH TH ST SS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSDSDSDS DS DSDS DSDSDSDSDSDS DSDSDSDS DSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DSDSDSDSDS DS DS DSDSDSDS DS DSDS DSDS 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 DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDS DS DSDSDS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDSDS DS DSDS DSDS 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 DSDSDS DS DS DS DS DS DS DS DS DSDSRA M P RA M P RA M P RA M P RAM P EV CHA R G I N G ONLY 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 5 : 2 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OVERALL GRADING PLAN - KEYMAP C-15 15 OF 199 08-23-2023 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 ST SS TH THTH TH TH TH DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDS D S DS DSDSDSDSDSDSDS DSDS DS DS DS DS DSDS DS DS DSDSDSDS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDSDS 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 DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDS DS DSDSDS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDS 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 DSDSRA M P RA M P RA M P RA M P RAM P EV CHA R G I N G ONLY 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 7 X R E F s : 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 , s t a m p - d p PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 4 5 : 4 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD OVERALL GRADING PLAN C-16 16 OF 199 08-23-2023 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 6 : 1 3 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 1 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 MATCHLINE - SEE THIS SHEET MATCHLINE - SEE THIS SHEET 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 1 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSD S D S D S DS DSDS 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 \ 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 1 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 D S D S DS DS DSDSDS D S D S D S D S 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 4 12 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 2 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 1 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 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 2 6 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 2 MA T C H L I N E - S E E S H E E T C- 2 0 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 DS DS DS DS DS D S 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 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 3 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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-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 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 7 12 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 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-23 23 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 2 MATCHLINE - SEE SHEET C-29 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 DS DS DS DS DS DS DS DS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 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-24 24 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 5 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 D S D S D S DSDS DS DS D S D S D S D S DS DS D S DS DS DS DS DS DSDS DS DS DS DS DS DSD S DS D S DS D S DS DSDSDS D S D S D S D S DS DS DSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 0 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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-19 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 D S D S DSDSDS D S DS D S DS D S D S DS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDS DS DS DS DS DSDS DS DS DS DS DS DSDSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 1 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 7 MA T C H L I N E - S E E S H E E T C- 2 5 MATCHLINE - SEE SHEET C-32 MATCHLINE - SEE SHEET C-20 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 DSDS DS DS D SDS D S D S 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 2 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 2 8 MA T C H L I N E - S E E S H E E T C- 2 6 MATCHLINE - SEE SHEET C-21 MATCHLINE - SEE SHEET C-33 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 DSDS DSDS DSDS DS DSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 3 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 MA T C H L I N E - S E E S H E E T C- 2 9 MA T C H L I N E - S E E S H E E T C- 2 7 MATCHLINE - SEE SHEET C-34 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 4 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-23 MA T C H L I N E - S E E S H E E T C- 2 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 0 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-24 MA T C H L I N E - S E E S H E E T C- 3 1 MATCHLINE - SEE SHEET C-35 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 0 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-25 MA T C H L I N E - S E E S H E E T C- 3 0 MATCHLINE - SEE SHEET C-36 MA T C H L I N E - S E E S H E E T C- 3 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 1 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-26 MA T C H L I N E - S E E S H E E T C- 3 1 MATCHLINE - SEE SHEET C-37 MA T C H L I N E - S E E S H E E T C- 3 3 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 DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DSDS DS DS DS DS DS DS DS DSDS DSDS DSDSDSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 1 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-27 MA T C H L I N E - S E E S H E E T C- 3 2 MATCHLINE - SEE SHEET C-38 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 DSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 2 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-28 MA T C H L I N E - S E E S H E E T C- 3 3 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 4 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-30 MA T C H L I N E - S E E S H E E T C- 3 6 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 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 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 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-36 36 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 MATCHLINE - SEE SHEET C-31 MA T C H L I N E - S E E S H E E T C- 3 5 MATCHLINE - SEE SHEET C-40 MA T C H L I N E - S E E S H E E T C- 3 7 DS DS DS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-32 MA T C H L I N E - S E E S H E E T C- 3 6 MATCHLINE - SEE SHEET C-41 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 RAM 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 5 6 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-33 MA T C H L I N E - S E E S H E E T C- 3 7 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 7 : 1 6 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-35 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 C- 4 0 MATCHLINE - SEE SHEET C-44 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 D S D S D S D S 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 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-40 40 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-36 MA T C H L I N E - S E E S H E E T C- 3 9 MATCHLINE - SEE SHEET C-45 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 DS DSDS DSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 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-41 41 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-37 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 MATCHLINE - SEE SHEET C-46 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 \ 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 7 : 4 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 3 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 MATCHLINE - SEE SHEET C-47 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 7 : 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 4 MATCHLINE - SEE SHEET C-48 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 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 6 . 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 7 : 5 6 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 5 MATCHLINE - SEE SHEET C-49 MATCHLINE - SEE SHEET C-39 MA T C H L I N E - S E E S H E E T C- 4 3 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 EV CHA R G I N G D S D S D S D S D S D S D S 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 0 1 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 6 MATCHLINE - SEE SHEET C-50 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 0 6 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 2 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 8 MATCHLINE - SEE SHEET C-51 MATCHLINE - SEE SHEET C-42 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 DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 3 2 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 4 9 MATCHLINE - SEE SHEET C-52 MATCHLINE - SEE SHEET C-43 MA T C H L I N E - S E E S H E E T C- 4 7 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 3 5 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T C- 5 0 MATCHLINE - SEE SHEET C-53 MATCHLINE - SEE SHEET C-44 MA T C H L I N E - S E E S H E E T C- 4 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 4 0 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 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET C-45 MA T C H L I N E - S E E S H E E T C- 4 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 5 9 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 199 08-23-2023 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-47 MA T C H L I N E - S E E S H E E T C- 5 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 MATCHLINE - SEE SHEET C-54 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 0 6 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 199 08-23-2023 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-48 MA T C H L I N E - S E E S H E E T C- 5 3 MA T C H L I N E - S E E S H E E T C- 5 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 MATCHLINE - SEE SHEET C-55 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 1 1 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 199 08-23-2023 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-49 MA T C H L I N E - S E E S H E E T C- 5 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 1 7 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 199 08-23-2023 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 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 MATCHLINE - SEE SHEET C-56 MATCHLINE - SEE SHEET C-51 KEY MAP 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 2 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-55 55 OF 199 08-23-2023 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 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 MATCHLINE - SEE SHEET C-52 KEY MAP 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 3 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-56 56 OF 199 08-23-2023 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' 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 MATCHLINE - SEE SHEET C-57 MATCHLINE - SEE SHEET C-54 KEY MAP 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 4 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DETAILED GRADING PLAN C-57 57 OF 199 08-23-2023 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' 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 MATCHLINE - SEE SHEET C-56 KEY MAP MATCHLINE - THIS SHEET MATCHLINE - THIS SHEET 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 5 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD GENERAL DETAILS C-58 58 OF 199 08-23-2023 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 . 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 REINFORCED BLOCK WALL NTS00 DETAIL-FILE SS TH THTH TH TH TH DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSD S DS DS DSDS DS DS D SDSD S DS DS DSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DSDSDS DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSD S DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS D S D S D S 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 DSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DSDSDS DS DSDSDS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DSDSDSDSDSDSDS DS DS DSDSDSDSDSDSDS DS DS DSDSDSDSDSDSDS DSDSDSDS DSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDS DSDSDSDSDSDSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS D S DS DS D S DS DS DS DS DS DS DS DS DSDS DS DSDSDSDSDSDSDS D SDSDSDSDSDS DSDS DS 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 RA M P RA M P RA M P RA M P RAM P EV CHAR 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 \ 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 0 : 2 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD DRY UTILITY PLAN C-59 59 OF 199 08-23-2023 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 ST SS TH THTH TH TH TH DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSDSDSDS DS DSDS DSDS DSDS DS DS DSDSDSDS DSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DSDSD S DSDS DS DS DSDSDSDS DS DSDS DSDS DS DS DS DS DSDS 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 DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DSDSDS DS DSDSDS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DSDS DS DSDSDSDS DS DSDS DS D SDSDSDS DS DSDS 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 DSDSRA M P RA M P RA M P RA M P RAMP EV CHAR G I N G ONLY 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 \ 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 1 : 4 3 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 60 OF 199 08-23-2023 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 1 : 5 7 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 61 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE S T A : 6 + 5 0 - S E E S H E E T W T - 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 MA T C H L I N E S T A : 6 + 5 0 - S E E S H E E T WT - 3 DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS ” ” ”” ”” ”” ”” DS DS D S DS DS DS DS D S DSDSDS DS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 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 A PLAN & PROFILE STA: 6+50 - STA: 11+50 WT-3 62 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 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 DS DSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS ” ” ” ”” ”” ” ˚ ” ˚ ” ˚ ”” ”” ”” ”” ” ˚ 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 2 0 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 63 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 - 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 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 DSD SDSDSDSDSDSDSDS DS DSD SDSD S D S D S DS D S D S DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DSDSDS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 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 A PLAN & PROFILE STA: 16+00 - STA: 21+50 WT-5 64 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE STA: 16+00 - SEE SHEET WT-4 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 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 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 \ 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 4 7 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 65 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 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 5 - S E E T H I S S H E E T MATCHLINE STA: 23+95 - SEE THIS SHEET WATER LINE A PROFILE 25+90.00 - 28+04.02 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4965 4950 4955 4960 4965 ” ” ” ” ” ” 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 \ 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 5 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: 26+00 - END WT-7 66 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 DS DS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 4 : 2 9 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 67 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 DS D S DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS D SDSDSDSDSDS DSDS ”” ” ” ” ”” ” ˚ ” ˚ ”” ”” ”” ”” ” ”” 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 4 : 3 7 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 68 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MAT 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 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 DS DS DS DS DS DS RA M P ” ”” ”” ” ˚ ” ˚ ” ˚ ” ” ˚ ” ˚ ” ”” 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 4 : 4 7 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 69 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 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 DS DS D S D S DS DS DS DS D SDSDS DSDSDSDSDSDSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ” ” ” ” ˚ ”” ”” ”” ”” ”” ”” ” ˚ ” ˚ ”” DS DSD SDSD S D 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 1 3 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 70 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DSDSDSDSDSDS” ” ” ˚ ” ˚ ” ”” WATER LINE E PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4953 4955 4960 4965 4953 4955 4960 4965 ” ” ” ” ” ˚ ” ˚ ” DSDS DS DSDS ”” ” ” ˚ ” ˚ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 2 8 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 71 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 DS D S ” ”” DS D S D S DS DS DSDS DSDS DS RA M P RA M P ” ” ”” ”” DS DS DS D S DSDSDS DSDSDS DSDS D S D S DS DS DS 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 7 : 3 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 1-6 WT-13 72 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 DSDSDS DS DS DS DSDS DS DSDSDS DS DS DS DS DS DS DS DS DSDS” DS DS RA M P ” DS DS DS DS DS RA M P ” DSDSDS DS DS DS DSDS DS ” ”” DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS” DS DS DS DS DSDSDSDS” 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 8 : 0 3 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 73 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 DSDSDSDS” DS DS DS DSDS DSDSDSDS DS DS DS DSDS DS ” ”” DS DS DS DSDS DS DS DS D S DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS RA M P RA M P ” ”” ” ”” D SDS DS D S DSDS DS DSDS 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 9 : 2 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 13-17 WT-15 74 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 DSDS DS DSDSDS DS DS DS DSDS DS ” ”” DS DS DSDS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DSDSDS DSDSD S DS DSDSDS DSDSD S D S DS DS DSDS ” ”” ” ”” DS DS DS DS DSDS DS DS DS DS DS DSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 9 : 3 9 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 75 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 DSDS DS DS DS DS DS DSDS DS DS ” ”” DS D S DSDSDSDSDSDSDSDS ” ”” DS DS DS DSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 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 76 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T BLDG 26 WATER SERVICE PLAN SCALE: 1" = 20' BLDG 27 WATER SERVICE PLAN SCALE: 1" = 20' 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 DSDS DS DS DS DS DS DS DS ” ”” DS D S DS DS DSDS DS DS DS DS DS DS DS DS ” ”” DS DS DS ” ”” D S DS D S DS ” D S D SDSDSDS” 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 1 : 2 9 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 77 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 D S DS DS DS ” ”” DS DS DS DS DS ” ”” D S DS DS DS DSDSDS”” ” DSDSDS DS DS DS DS DS DS DS DSDSDS ” ”” DSDSDS 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 2 : 5 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 33-37 WT-19 78 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 DSDS DS DS DSDS ” ”” 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 DS ” ”” DS DS 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 1 7 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 79 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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' 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 4 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-21 80 OF 199 08-23-2023 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 5 1 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 81 OF 199 08-23-2023 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 5 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-23 82 OF 199 08-23-2023 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 5 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-24 83 OF 199 08-23-2023 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' 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 E EE SS SS SS SS 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 \ 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 1 12 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 , 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 a n i t a r y [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 4 9 : 5 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A OFFSITE EXTENSION SS-1 84 OF 199 08-23-2023 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 : 1 0 + 0 0 - S E E S H E E T SS - 2 MA T C H L I N E S T A : 1 0 + 0 0 - S E E S H E E T SS - 2 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 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. SANITARY LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 T W TT W 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 \ 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 2 12 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 , 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 a n i t a r y [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 0 : 0 5 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A OFFSITE EXTENSION SS-2 85 OF 199 08-23-2023 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 : 1 4 + 5 0 - S E E S H E E T SS - 3 MA T C H L I N E S T A : 1 0 + 0 0 - S E E S H E E T SS - 1 MATCHLINE STA: 14+50 - SEE SHEET SS-3 MA T C H L I N E S T A : 1 0 + 0 0 - S E E S H E E T SS - 1 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 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. 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 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 3 12 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 , 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 a n i t a r y [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 0 : 1 6 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A OFFSITE EXTENSION SS-3 86 OF 199 08-23-2023 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 : 1 4 + 5 0 - S E E S H E E T SS - 2 MAT C H L I N E S T A : 2 0 + 5 0 - S E E S H E E T SS-4 MA T C H L I N E S T A : 2 0 + 5 0 - S E E S H E E T SS - 4 MA T C H L I N E S T A : 1 4 + 5 0 - S E E S H E E T SS - 2 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 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. 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 DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS RAMP 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 12 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 , 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 a n i t a r y [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 0 : 2 7 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A STA: 20+50 - 27+50 SS-4 87 OF 199 08-23-2023 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 0 + 5 0 - S E E S H E E T SS - 3 MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 5 MATCHLINE STA: 20+50 - SEE SHEET SS-3 MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 5 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 BLDG 7 22+34.29 4953.68 4953.90 4963.61 11.00 2.00%4"6 BLDG 13 23+90.82 4954.31 4954.74 4963.04 21.67 2.00%4"6 BLDG 8 24+25.41 4954.45 4954.68 4963.43 11.50 2.00%4"8 BLDG 9 26+07.64 4955.45 4955.64 4963.58 9.75 2.00%4"6 BLDG 12 26+18.70 4955.52 4955.72 4963.33 10.00 2.00%4"6 BLDG 10 27+41.98 4956.26 4956.57 4962.87 15.38 2.00%4"4 BLDG 11 27+49.54 4956.31 4956.57 4962.35 13.13 2.00%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. SANITARY LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 DSDSDSDSDSDSDS D S DS DS D S D S DS DSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS RAMP 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 12 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 , 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 a n i t a r y [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 0 : 4 3 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE A STA: 27+50 - END SS-5 88 OF 199 08-23-2023 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 - 4 MA T C H L I N E S T A : 2 7 + 7 5 - S E E S H E E T SS - 4 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 BLDG 29 29+82.37 4957.55 4957.82 4964.22 13.32 2.00%4"8 BLDG 30 29+87.37 4957.57 4957.80 4962.96 11.50 2.00%4"8 BLDG 31 31+63.45 4958.27 4958.58 4963.88 15.13 2.00%4"4 BLDG 32 31+72.66 4958.31 4958.62 4963.63 15.38 2.00%4"3 BLDG 33*32+17.49 4957.48 4957.99 4963.81 51.25 1.00%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. 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 D S DSDS DS D S DSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS D S DS D SDS DS DS DS D S D S D S DS D S D S DS DS DS DS DSDSDS DS DS DS DSDSDSDSDS 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 DSDSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 1 : 1 5 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE B SS-6 89 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 BLDG 6 3+66.49 4954.30 4954.55 4963.72 12.18 2.00%4"8 BLDG 5 5+62.49 4955.19 4955.37 4962.58 9.10 2.00%4"6 BLDG 4 7+69.31 4956.12 4956.30 4962.75 9.45 2.00%4"8 BLDG 3 9+36.93 4956.79 4957.04 4963.34 12.79 2.00%4"4 BLDG 2*10+19.80 4956.11 4957.38 4963.73 127.13 1.00%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. SANITARY LINE C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 DS DS DSDS DS DS DS DS DS DS DS D S DS DSDSDSDS DS D S D S D S D S D S DS DS DS DS D S D S DS DSDSDS D S D S DS D S DS D S D S 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 DS DS DS DSDSDSDSDSDS DS DS DSDS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS 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 D S DS DS DS DSDSDSDS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 1 : 4 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE C SS-7 90 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 BLDG 14 2+89.85 4955.99 4956.26 4962.45 13.53 2.00%4"4 BLDG 18 4+01.52 4956.44 4956.63 4963.48 9.77 2.00%4"8 BLDG 15 4+38.91 4956.69 4956.89 4963.34 10.00 2.00%4"6 BLDG 19 5+80.43 4957.26 4957.46 4964.27 10.00 2.00%4"6 BLDG 16 5+89.39 4957.29 4957.55 4963.71 13.13 2.00%4"4 BLDG 20 7+55.05 4957.95 4958.14 4964.85 9.50 2.00%4"8 BLDG 17 7+57.85 4957.97 4958.15 4964.14 9.46 2.00%4"8 BLDG 1*8+50.71 4957.33 4958.95 4963.16 89.90 1.00%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. DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DSDSDSDSDS DS DS 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 DSDS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 0 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE D STA: START - 8+00 SS-8 91 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS - 9 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 - 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 BLDG 40 3+47.42 4955.85 4955.97 4962.69 11.88 1.00%6"6 BLDG 38 4+27.00 4957.19 4957.46 4963.00 13.38 2.00%4"4 BLDG 39 4+29.37 4957.20 4957.52 4962.87 15.79 2.00%4"4 BLDG 36 5+68.72 4957.59 4957.79 4964.10 10.00 2.00%4"6 BLDG 37 5+71.91 4957.60 4957.83 4963.95 11.50 2.00%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. 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 DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DSDS 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 DS DS DS DS DS DSDS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 1 9 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE D STA: 8+00 - END SS-9 92 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS - 8 MAT C H L I N E S T A : 8 + 0 0 - S E E S H E E T SS- 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 BLDG 35 8+61.63 4958.61 4958.88 4965.00 13.39 2.00%4"8 BLDG 34 8+66.63 4958.62 4958.82 4966.14 9.96 2.00%4"8 CLUB HOUSE 10+44.15 4959.32 4960.36 4964.66 52.19 2.00%4"1 MAINT.11+29.11 4959.76 4960.45 34.29 2.00%4"1 BLDG 27 12+22.98 4960.03 4960.64 4967.42 30.92 2.00%4"6 BLDG 24 13+52.31 4960.49 4961.11 4966.48 31.42 2.00%4"4 BLDG 21 14+94.81 4960.89 4961.55 4966.07 33.33 2.00%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. D S D S DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 4 4 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY SEWER PLAN & PROFILE - LINE E SS-10 93 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 BLDG 28 2+00.24 4960.73 4961.20 4967.80 23.50 2.00%4"3 BLDG 25 3+20.27 4961.27 4961.48 4967.00 10.46 2.00%4"8 BLDG 26 3+26.95 4961.29 4961.52 4966.96 11.59 2.00%4"8 BLDG 22 4+77.60 4961.71 4961.98 4966.17 13.66 2.00%4"4 BLDG 23 4+84.70 4961.73 4962.04 4965.11 15.37 2.00%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. 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 5 1 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY DETAILS SS-11 94 OF 199 08-23-2023 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 WW STEEL CASIN* 'ETAIL WW STAN'AR' MAN+OLE WW 'ROP MAN+OLE WW4 FLATTOP MAN+OLE WW5 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 2 : 5 8 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD SANITARY DETAILS SS-12 95 OF 199 08-23-2023 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 WW6 SEWER -OINT ENCASEMENT WW7 'ITC+ CROSSIN* 'ETAIL WW SER9ICE WYE 'ETAIL WW9 TRAFFIC RATE' CLEANOUT WW5 ST SS TH THTH TH TH TH DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS 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 DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DSDSDSDS DS DS DS DSDS DS DS DSDSDS 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 DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDS DS DSDSDS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDSDSDSDSDS DS DSDSDSDS DS DSDS 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 DSDSRA M P RA M P RA M P RA M P RAMP EV CHAR G I N G ONLY 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 5 : 4 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD OVERALL STORM PLAN ST-1 96 OF 199 08-23-2023 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 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 TH 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS TH 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 0 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 ST-2 97 OF 199 08-23-2023 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 . 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. NECCO A2 STORM LINE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 DSDSDSDS D S D S D S DSDSDS DSDSDS 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 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 - 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 1 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A2 ST-3 98 OF 199 08-23-2023 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' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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. DS DSDSDSDS DS DS EVCHARGING D S D S DS DS DS D S DS D S D S DS D S DSDSDSDSDSDSDSDSDSDSDS 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 D S DS D S DS DS DS D S D S DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSEVCHARGING ONLY STORM LINE NC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 NO X R E F s PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 3 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE NC ST-4 99 OF 199 08-23-2023 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 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" = 30' VERTICAL SCALE: 1" = 3' 4945 4947 4950 4953 4956 4959 4962 4965 4968 4945 4947 4950 4953 4956 4959 4962 4965 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 \ D R A I N A G E \ W E S T S W A L E S E C T I O N . D W G L A Y O U T : L I N E N D 12 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 - 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 - d p PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 7 : 0 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE ND ST-5 100 OF 199 08-23-2023 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" = 30 30 60 30' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T PRE L I M I N A R Y NOT 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 NA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 TH DS STORM LINE NB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 STORM LINE NE-1 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 TH 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 - 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 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 LATERALS ST-6 101 OF 199 08-23-2023 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' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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. T H S T DSDS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 8 : 1 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A3 ST-7 102 OF 199 08-23-2023 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. 16. 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 STORM LINE NA3-D PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' ST ST STORM LINE NA3-C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' STORM LINE NA3-B 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 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 8 : 4 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - NECCO A3 LATERALS ST-8 103 OF 199 08-23-2023 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 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. 16. 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 DSDS DS DS EV CHARGING D SDSDS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDSDSDS DS D S D S D S D S D S D S DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDS DS RAMP EV CHARGING ONLY STORM LINE A PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 0 SCALE: 1" = 40 40 80 40' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 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 STORM SEWER PLAN & PROFILE - LINE A ST-9 104 OF 199 08-23-2023 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 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. DS D S DSDSDSDSDSDSDSDS STORM LINE AA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 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 4950 4955 4960 4965 4945 4950 4955 4960 4965 STORM LINE AC-2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' DSDS EV CHARGING DS DSDSDSDSDSDSDSDSEV CHARGING ONLY DSDS DSDS DS DS DS DS DSDSDSDSDSDSDSDSDSRAMP DS DSDS DS DS DS DS DS DS DSDSDSDSDSDSRAMP 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 NO X R E F s PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 5 9 : 2 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-10 105 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970DSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS DS DS D S D SDSDS 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 D S DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DSDSDSDS DSDS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 9 : 5 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE B ST-11 106 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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. D S DSDSDSDS DS DS DS DS DS DS DS STORM LINE BA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 STORM LINE BB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4948 4950 4955 4960 4965 4948 4950 4955 4960 4965 STORM LINE BC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970DSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDS DSDSDSDSDSDSDS DS DS DSDS 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 0 : 0 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-12 107 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSDS DS DS DS DS DS DS DS D S D S DS DS DS DS DSDSDSDSDSDSDSDS 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 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 D S D S D SD S DS DS DSDS STORM LINE C PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 0 : 1 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C ST-13 108 OF 199 08-23-2023 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' 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 DSDS DS STORM LINE CA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE CB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE CC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE CC-2 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 DS DS DS DS D S DS D S DSDS D S DS DS DSDS 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 0 : 3 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-14 109 OF 199 08-23-2023 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 DS D S DS DS DS DSDS DS DS D SDS DS DSDS STORM LINE CE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4952 4955 4960 4965 4970 4952 4955 4960 4965 4970 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 0 : 3 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE C LATERALS ST-15 110 OF 199 08-23-2023 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 DSDS DS DS D S D S DS DSDSDS DS DSD S DS DS DS DSDS D S D S D S DS DSDSDS D S DS DS D S DSDSDSDS DS DS DS DSDS DS DS D S DS DS DS DS DS DS DSDS D SDS D S DS DS DS DS DS D S DS D S DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DS D S DS DS DS DSDS RA M P RA M P RA M P RA M P STORM 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 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 0 : 5 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE D ST-16 111 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE DA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 VERTICAL SCALE: 1" = 4' STORM LINE DB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE DC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 STORM LINE DD PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 DSD S D SDS DS D S DS DSDS DS D S DS DS DS DSDSDS DS D S DSDS D S DS DS D S DSDS DS DS DS DS DSDSDSDS DS D S DS RA M P RA M P D S DS D S DS DSDSDS D S D S DS D S DS D S DS DS DSDS DS DS DS DS DS DSDS DS DS DS DSDSDS DS DS DS DS RA M P DS DS D S DS DS DS D S DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS 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 D - 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 3 2 : 2 0 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-17 112 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 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 DSDSDS DSDS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS STORM LINE E PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4940 4945 4950 4955 4960 4965 4970 4940 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 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 1 : 3 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE E ST-18 113 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 STORM LINE Y PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 4945 4947 4950 4953 4956 4959 4962 4965 4968 4945 4947 4950 4953 4956 4959 4962 4965 4968 STORM LINE Z PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 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 \ W E S T S W A L E S E C T I O N . D W G L A Y O U T : L I N E Z A N D Y 12 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 - 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 - d p PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 2 : 2 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - LINE Y & Z ST-19 114 OF 199 08-23-2023 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" = 30 30 60 30' KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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. CULVERT 1 PROFILE HORIZONTAL SCALE: 1" = 10' 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 \ D R A I N A G E \ C U L V E R T S P & P . D W G L A Y O U T : C U L V E R T 1 8 X R E F s : c d - d h i c l o g o , e - b a s e , e - u t i l , k e y m a p , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 3 4 : 5 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - CULVERT 1 ST-20 115 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T CULVERT 1 PLAN SCALE 1"=10' CULVERT 2 PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2' 4947 4950 4955 4960 4947 4950 4955 4960 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 U L V E R T S P & P . D W G L A Y O U T : C U L V E R T 2 8 X R E F s : c d - d h i c l o g o , e - b a s e , e - u t i l , k e y m a p , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 3 5 : 2 2 A B Y : O L I V I A R I L E Y 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - CULVERT 2 ST-21 116 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T CULVERT 2 PLAN SCALE 1"=10' 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 U L V E R T D E T A I L S . D W G L A Y O U T : C U L V E R T D E T A I L S 1 2 X R E F s : c d - d h i c l o g o , p - b a s e PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 4 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - CULVERT DETAILS 1 ST-22 117 OF 199 08-23-2023 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 . PRECAST 20'x4' CULVERT SECTION SCALE 1"=1' HEADWALL TYP. SECTION SCALE 1"=1' TOEWALL REINFORCING TYP. SECTION SCALE 1"=1' RIPRAP AND SOIL RIPRAP PLACEMENT DETAIL NTS 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 U L V E R T D E T A I L S . D W G L A Y O U T : C U L V E R T D E T A I L S 2 2 X R E F s : c d - d h i c l o g o , p - b a s e PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 4 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - CULVERT DETAILS 2 ST-23 118 OF 199 08-23-2023 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 \ C U L V E R T D E T A I L S . D W G L A Y O U T : C U L V E R T D E T A I L S 3 2 X R E F s : c d - d h i c l o g o , p - b a s e PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 3 : 5 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM SEWER PLAN & PROFILE - CULVERT DETAILS 3 ST-24 119 OF 199 08-23-2023 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 DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDS D S DS DSD S DS DS DSDS DS DS DS DS DS DSDS DSD S D S D S D S DS DS DS D S DS D SDSDSDS DS DS D S D S D S D S DS DS DS D S DS D S DS DS DSDS DSDS 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 D S DS DS DSDSDS DS DS DSDSDSDS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DSD S DS D S DS D S DS DSDSDS DS DS DSDS DS DS DSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 4 : 2 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-25 120 OF 199 08-23-2023 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 ST - 2 6 MATCHLINE - SEE SHEET ST-27 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 DSDS DS DS DS DS DSDSDS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DSDSDSDSDS DSDS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDS DS DSDSDS DSDSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSRAM 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 4 : 4 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-26 121 OF 199 08-23-2023 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 ST - 2 5 MATCHLINE - SEE SHEET ST-27 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 EV CHA R G I N G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 SDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDSDS 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 DSDS DS DS DS DS D S D S D S D S D S DS D S D S D S DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G ONL Y 0 SCALE: 1" = 40 40 80 40' MA T C H L I N E - S E E S H E E T ST - 2 8 MATCHLINE - SEE SHEET ST-25 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 5 : 0 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-27 122 OF 199 08-23-2023 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 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-17 - C-57. 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. 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 DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 5 : 1 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PLAN ST-28 123 OF 199 08-23-2023 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 ST - 2 7 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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-1 A-763 A-766 B-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 21.80' 15.07' 30.38' 28.80' 42.72' 27.93' 21.41' 37.62' 27.93' 3.15' 3.19' 12.15' 8.18' 17.69' 8.19' 19.64' 11.61' 18.03' 11.86' 4.61' SLOPE 2.39% 0.50% 0.50% 0.50% 3.52% 3.52% 3.55% 0.50% 0.50% 4.40% 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 4957.94 4960.81 4959.17 4957.63 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 4959.02 4959.08 4959.10 INV DOWN 4957.42 4960.74 4959.02 4957.49 4957.63 4959.13 4960.11 4960.87 4961.06 4957.77 4957.91 4958.05 4958.29 4958.05 4958.83 4958.83 4959.69 4958.93 4959.02 4959.08 PIPE TABLE NAME D-4 DD-2-1 E-1 E-1-1 E-1-2 E-2 E-3 E-4 F-1 F-2 F-3 G-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 G-9 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 32.23' 16.28' 29.00' 49.00' 3.00' 17.19' 18.23' 3.58' 5.13' 54.69' 26.05' 14.30' 3.12' 16.17' 4.69' 17.80' 21.05' 29.07' 27.34' 21.52' SLOPE 2.00% 1.97% 1.67% 0.50% 0.50% 1.10% 0.50% 0.50% 0.50% 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 4958.08 4957.68 4958.38 4957.79 4957.80 4958.57 4958.66 4958.68 4958.63 4958.90 4959.03 4957.45 4957.47 4957.55 4957.57 4957.66 4957.77 4957.92 4958.06 4958.17 INV DOWN 4957.44 4957.36 4957.90 4957.54 4957.79 4958.38 4958.57 4958.66 4958.60 4958.63 4958.90 4957.38 4957.45 4957.47 4957.55 4957.57 4957.66 4957.77 4957.92 4958.06 PIPE TABLE NAME 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 J-4 K-1 K-2 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 22.39' 5.06' 7.40' 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' 8.85' 32.13' 13.24' SLOPE 0.50% 0.50% 0.50% 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% 0.50% 3.06% 4.13% 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 4958.28 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 4960.96 4958.75 4959.30 INV DOWN 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 4960.92 4957.77 4958.75 PIPE TABLE NAME 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 M-4 M-5 M-6 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 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' 45.88' 7.00' 37.31' SLOPE 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% 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 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 4960.63 4960.67 4960.85 INV DOWN 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 4960.40 4960.63 4960.67 PIPE TABLE NAME M-6-1 M-7 M-7-1 M-8 M-8-1 M-9 M-10 M-12 M-13 N-1 N-2 N-3 N-4 N-5 N-6 N-7 N-8 N-9 N-9-1 N-10 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 7.63' 21.72' 7.56' 28.15' 7.52' 7.47' 30.08' 49.74' 51.70' 28.59' 61.45' 26.60' 25.86' 20.48' 40.91' 6.01' 32.75' 31.10' 4.25' 26.92' SLOPE 0.50% 0.50% 10.00% 0.50% 12.00% 0.50% 0.50% 0.50% 1.03% 0.50% 0.50% 0.50% 0.50% 1.49% 1.50% 1.50% 1.50% 1.50% 45.00% 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 4960.02 4960.96 4960.93 4961.10 4961.18 4961.14 4961.29 4958.87 4959.70 4958.76 4959.07 4959.20 4959.33 4959.64 4960.25 4960.34 4960.83 4961.30 4962.74 4961.70 INV DOWN 4959.98 4960.85 4960.17 4960.96 4960.28 4961.10 4961.14 4958.62 4959.17 4958.62 4958.76 4959.07 4959.20 4959.33 4959.64 4960.25 4960.34 4960.83 4960.83 4961.30 PIPE TABLE NAME N-10-1 N-11 N-11-1 N-12 N-12-1 N-13 S-1 S-2 SIZE 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 4.25' 28.98' 4.25' 26.60' 4.25' 6.01' 15.40' 8.21' SLOPE 35.00% 1.50% 25.00% 1.50% 20.00% 1.50% 0.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4962.79 4962.13 4962.76 4962.53 4962.98 4962.62 4958.81 4958.85 INV DOWN 4961.30 4961.70 4961.70 4962.13 4962.13 4962.53 4958.73 4958.81 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 6 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PIPE TABLES ST-29 124 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 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 AC-7 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 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' 22.57' SLOPE 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% 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 4958.46 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 4958.65 INV DOWN 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 4958.53 PIPE TABLE NAME 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 AC-15 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 4.75' 33.34' 18.21' 79.04' 5.43' 43.02' 3.00' 13.21' 18.21' 22.74' 4.75' 22.54' 4.75' 28.16' 4.75' 28.98' 4.75' 21.68' 4.75' 24.32' SLOPE 40.00% 0.50% 2.00% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 12.00% 0.50% 12.00% 0.50% 12.00% 0.50% 8.00% 0.50% 4.00% 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 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 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 4959.62 INV DOWN 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 4959.50 PIPE TABLE NAME 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 AD-11 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 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' 5.90' 36.52' 75.45' 26.00' 16.59' 81.73' SLOPE 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% 68.13% 0.96% 0.50% 10.84% 2.00% 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 4959.70 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 4951.24 INV DOWN 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 4949.61 PIPE TABLE NAME 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 AF-4 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 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' 58.84' SLOPE 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% 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 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 4958.05 INV DOWN 4951.24 4957.10 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 4957.52 PIPE TABLE NAME 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 AF-10 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 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' 9.77' SLOPE 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% 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 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 4958.84 INV DOWN 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 4958.75 PIPE TABLE NAME 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 AK-3 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 4.25' 59.19' 4.25' 4.11' 26.19' 24.98' 12.57' 9.73' 4.00' 5.66' 12.25' 12.25' 4.00' 4.00' 4.00' 4.00' 4.00' 23.10' 6.21' 43.47' SLOPE 75.00% 5.09% 70.00% 1.00% 1.00% 1.00% 1.00% 1.00% 10.00% 1.00% 30.00% 1.00% 35.00% 30.00% 22.00% 15.00% 1.41% 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 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 4957.24 INV DOWN 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 4957.03 PIPE TABLE NAME 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 AL-5-1 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8" 6" 8" 8" 6" 6" 6" 6" 6" LENGTH 27.08' 30.45' 28.82' 27.96' 43.63' 19.04' 40.48' 23.55' 55.80' 4.48' 8.89' 18.48' 6.37' 9.04' 34.39' 3.75' 24.78' 3.75' 21.21' 3.75' SLOPE 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 7.24% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 15.00% 0.50% 20.00% MATERIAL 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 6" HDPE INV UP 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 4960.07 INV DOWN 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 4959.32 PIPE TABLE NAME AL-6 AL-6-1 AL-6-1-1 AL-6-2 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 31.85' 15.54' 10.58' 14.87' 30.15' 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 0.50% 10.74% 5.00% 1.00% 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 4955.84 4958.09 4958.62 4958.24 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 4955.68 4956.42 4958.09 4958.09 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-6 X-7 X-8 X-9 X-10 X-11 Y-2 Y-3 Y-4 Z-1 Z-2 Z-2-1 Z-3 Z-4 Z-5 Z-6 SIZE 6" 6" 6" 6" 6" 6" 8" 8" 8" 8" 8" 6" 8" 8" 8" 6" LENGTH 28.64' 30.13' 26.93' 35.05' 13.06' 16.18' 52.86' 39.27' 100.00' 37.72' 24.10' 23.53' 55.23' 82.38' 86.58' 79.95' SLOPE 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 1.00% 1.00% 1.00% 1.03% 0.25% 0.12% 0.25% 0.25% 0.25% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 8" HDPE 8" HDPE 8" HDPE 8" HDPE 8" HDPE 6" HDPE 8" HDPE 8" HDPE 8" HDPE 6" HDPE INV UP 4958.27 4958.42 4958.55 4958.73 4958.80 4958.88 4953.78 4954.17 4955.17 4954.17 4957.54 4957.72 4957.68 4957.88 4958.10 4958.50 INV DOWN 4958.13 4958.27 4958.42 4958.55 4958.73 4958.80 4953.25 4953.78 4954.17 4953.78 4957.48 4957.69 4957.54 4957.68 4957.88 4958.10 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 T-1 T-2 T-2-1 T-3 T-4 U-1 6" 6" 6" 6" 6" 6" 4.14' 21.06' 6.25' 15.51' 8.84' 20.06' 4.00% 4.00% 10.00% 4.00% 4.00% 2.50% 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 4958.43 4959.27 4959.90 4959.89 4960.24 4958.36 4958.26 4958.43 4959.27 4959.27 4959.89 4957.86 PIPE TABLE NAME U-1-1 U-1-2 U-2 U-2-1 U-3 U-4 U-5 SIZE 6" 6" 6" 6" 6" 6" 6" LENGTH 4.98' 8.84' 18.36' 6.25' 14.47' 9.43' 44.62' SLOPE 13.50% 13.50% 2.50% 22.00% 2.50% 2.50% 0.50% MATERIAL 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE INV UP 4959.03 4960.22 4958.82 4960.20 4959.18 4959.42 4957.88 INV DOWN 4958.36 4959.03 4958.36 4958.82 4958.82 4959.18 4957.66 X-1 X-2 X-2-1 X-3 X-4 X-5 6" 6" 6" 6" 6" 6" 22.67' 8.16' 21.02' 12.41' 17.82' 29.43' 5.25% 0.50% 3.52% 0.50% 0.50% 0.50% 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 4957.81 4957.85 4958.57 4957.89 4957.98 4958.13 4956.62 4957.81 4957.83 4957.83 4957.89 4957.98 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 7 : 3 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN PIPE TABLES ST-30 125 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 . 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 8 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-31 126 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 . 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 0 8 : 3 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LANDSCAPE DRAIN TABLES ST-32 127 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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-17 - C-57. 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 DSDS DS DS DS DS DS DS DS DS DS EV CHA R G I N G 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 DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DSDSDS DSDSDSDSDS DS DSDS DSDSDSDSDSDSDSDSDS DS DSDSDS DS DSDSDS DS DSDS DSDS DS DS DS DS DSDS D S DS DSDS DS DS DS DS D S DSDSDSDS DS DS DSDSDSDSDSDSDS DSDS 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 D S DS DS DS DSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDS DS DSDSDS DS DS DS DS DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDS DSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDS 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 DSD S D S DS DSDSDS DSDSD SDS DS DS DSDS 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 DSDSRA M P RA M P RA M P RA M P RAMP EV CHAR G I N G ONL Y AC BASIN AREA %IMP 113_21 3.18 50.6 AC BASIN AREA %IMP 113_22 7.09 58.3 AC BASIN AREA %IMP 113_W2 6.03 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_29 0.57 4.8 AC BASIN AREA %IMP 113_25 0.45 33.0 AC BASIN AREA %IMP 113_26 0.94 22 AC BASIN AREA %IMP 113_27 0.24 57.9 AC BASIN AREA %IMP 113_28 0.10 83.2 AC BASIN AREA %IMP 113_W1 3.01 69.4 AC BASIN AREA %IMP 113_23 8.25 53.9 TH 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 3.43 0.68 0.85 4.1 19.69 113_22 7.09 0.65 0.82 3.84 24.29 113_23 8.25 0.62 0.78 6.4 36.09 113_24 5.45 0.74 0.93 4.94 28.79 113_25 0.45 0.38 0.47 0.3 1.47 113_26 0.67 0.31 0.38 0.14 0.68 113_27 0.24 0.63 0.78 -- 113_28 0.10 0.84 1.00 -- 113_29 0.57 0.27 0.34 0.43 2.66 113_3 1.69 0.25 0.31 0.3 3.43 113_4 4.97 0.34 0.42 0.74 20.33 113_W1 3.01 0.30 0.38 9.55 47.34 113_W2 6.03 0.78 0.97 9.55 47.34 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 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 - o f f s i t e [ U ] , e - u t i l , 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 - s t o r m [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 8 : 5 4 A B Y : A I D A N L O W E 201013 201013 DRAINAGE REPORT SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-33 128 OF 199 08-23-2023 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 . DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDS D S DSDS D S DS DS DSDS DSDS DS DS DS DSDS DSD S D S D S D S DS DSDS D S DS D SDSDSDS DS DS D S D S D S D S DS DS DS D S DS D S DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS D S DS DS DSDSDS DS DS DSDSDSDS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DSD S DS D S DS D S DS DSDSDS DS DSDSDSDS DS DSDS DS DS DS DS DS RA M P RA M P RA M P RA M P IMP 113_W2 AC BASIN AREA %IMP 113_24 5.45 64.7 AC BASIN AREA %IMP 113_29 0.57 4.8 AC BASIN AREA %IMP 113_25 0.45 33.0 AC BASIN AREA %IMP 113_23 8.25 53.9 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 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 - o f f s i t e [ U ] , e - u t i l , 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 - s t o r m [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 9 : 0 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-34 129 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T DS DS DS DS DS DS DS DSDS 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 DSDSDSDSDSDSDSDSDSDS 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 DSDSDSDSDS DSDS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DSDSDS DSDSDSDSDSDSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSRAM P AC BASIN AREA %IMP 113_27 0.24 57.9 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 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 - o f f s i t e [ U ] , e - u t i l , 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 - s t o r m [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 9 : 0 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-35 130 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 EV CHA R G I N G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 SDSDSDSDSDSDS 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 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 DSDS DS DS DS DS D S D S D S D S D S DS D S D S D S DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G ONL Y AC BASIN AREA %IMP 113_22 7.09 58.3 AC BASIN AREA %IMP 113_28 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 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 - o f f s i t e [ U ] , e - u t i l , 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 - s t o r m [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 9 : 1 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-36 131 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T TH THTH TH TH TH SS 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 DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS AC BASIN AREA %IMP 113_21 3.18 50.6 AC BASIN AREA %IMP 113_26 0.94 22 AC BASIN AREA %IMP 113_W1 3.01 69.4 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 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 - o f f s i t e [ U ] , e - u t i l , 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 - s t o r m [ U ] , p - u t i l PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 0 9 : 1 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETAILED SWMM BASIN MAP & FINAL DRAINAGE PLAN ST-37 132 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T TH DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS TRICKLE CHANNEL PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' 4947 4950 4955 4960 4947 4950 4955 4960 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 - S O U T H 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 : P L A N P R O F I L E 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 0 : 0 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PROFILE - POND 1 ST-38 133 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 3.43 59.0%0.69 0.69 82152 1.89 N/A 4956.02 4958.98 UD2 113_22 7.09 54.4%1.42 1.40 60819 1.40 -4951.75 4956.20 POND3 113_23 8.08 54.3%1.62 1.61 200656 4.61 N/A 4955.29 4958.62 REDWOOD*113_24 46.62 -12.05 11.60 564538 12.96 4957.80 -4960.80 ≥ ≥ 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 \ D R A I N A G E \ C D - S O U T H 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 0 : 2 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - POND 1 ST-39 134 OF 199 08-23-2023 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' DS DS DS DS DS DS D S 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 - 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 1 : 0 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PLAN - REDWOOD ST-40 135 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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. DETENTION POND SUMMARY TABLE POND ID SWMM BASIN ID TRIBUTARY AREA (AC) IMPERVIOUSNESS (%) ALOWABLE RELEASE RATE (CFS) MODELED PEAK RELEASE RATE (CFS) POND VOLUME (CF) POND VOLUME (AF) 100-YEAR DEPTH (FT) 100-YEAR WSEL (FT) POND1 113_21 3.88 50.6%0.78 0.76 111436 2.56 3.98 4958.13 UD2 113_22 6.97 58.3%1.39 1.37 58893 1.35 6.18 4956.88 POND3 113_23 8.17 53.8%1.63 1.61 241341 5.54 2.09 4955.72 REDWOOD 113_24 59.49 64.7%16.96 16.39 459732 10.55 3.47 4956.74 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 - 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 1 : 5 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - REDWOOD ST-41 136 OF 199 08-23-2023 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' 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 - 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 3 : 5 5 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS 2 - REDWOOD ST-42 137 OF 199 08-23-2023 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 - 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 4 : 2 3 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD REDWOOD POND INLET WEIR DETAILS ST-43 138 OF 199 08-23-2023 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 AA C C 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 \ 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 11 X R E F s : a e r i a l [ U ] , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 [ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 5 : 0 2 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD RAIN GARDEN DETAILS (LID4)ST-44 139 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 107457 2.47 78.9%84784 2304 1983 ISOLATOR ROWS FOR POND1 3500 LID2 308855 7.09 54.4%168110 4502 5996 ISOLATOR ROW FOR UD2 9268 LID3 274571 6.30 58.3%160097 4219 4602 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 70.0%159885 4185 -RAIN GARDEN - REDWOOD 5519 LID1_RR 41950 0.96 8.2%3430 --RUNOFF REDUCTION - LID3_RR 84660 1.94 28.2%23883 --RUNOFF REDUCTION - TOTAL (TREATED)1045901 24.01 57.4%600189 TOTAL (SITE)1143450 26.25 54.0%617349 TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.22% *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 4956.19 4959.14 4959.64 0.50 LID2 4950.70 4953.51 4957.45 4958.45 0.73 LID3 4953.80 4956.44 4959.30 4959.80 0.93 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. DS DS DS D S DS DS DS DS DS DS DS DS DS DS DS DS D S DSDS DS 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 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 5 : 5 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PLAN - POND 3 ST-45 140 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 3.43 59.0%0.69 0.69 82152 1.89 N/A 4956.02 4958.98 UD2 113_22 7.09 54.4%1.42 1.40 60819 1.40 -4951.75 4956.20 POND3 113_23 8.08 54.3%1.62 1.61 200656 4.61 N/A 4955.29 4958.62 REDWOOD*113_24 46.62 -12.05 11.60 564538 12.96 4957.80 -4960.80 D S DS DS D S POND3 EMERGENCY SPILLWAY PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4953 4955 4960 4965 4953 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 - 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 6 : 2 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND DETAILS - POND 3 ST-46 141 OF 199 08-23-2023 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' TRICKLE PAN PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4950 4955 4960 4950 4955 4960 D S D S D S D S D S 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 6 : 3 7 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD DETENTION POND PROFILE - POND 3 ST-47 142 OF 199 08-23-2023 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' D S DS D SDSDS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSA A B B LID2 PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 SECTION B-B PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 SECTION A-A PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 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 - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 7 : 1 6 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 PLAN ST-48 143 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 107457 2.47 78.9%84784 2304 1983 ISOLATOR ROWS FOR POND1 3500 LID2 308855 7.09 54.4%168110 4502 5996 ISOLATOR ROW FOR UD2 9268 LID3 274571 6.30 58.3%160097 4219 4602 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 70.0%159885 4185 -RAIN GARDEN - REDWOOD 5519 LID1_RR 41950 0.96 8.2%3430 --RUNOFF REDUCTION - LID3_RR 84660 1.94 28.2%23883 --RUNOFF REDUCTION - TOTAL (TREATED)1045901 24.01 57.4%600189 TOTAL (SITE)1143450 26.25 54.0%617349 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 4956.19 4959.14 4959.64 0.50 LID2 4950.70 4953.51 4957.45 4958.45 0.73 LID3 4953.80 4956.44 4959.30 4959.80 0.93 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 3.43 59.0%0.69 0.69 82152 1.89 N/A 4956.02 4958.98 UD2 113_22 7.09 54.4%1.42 1.40 60819 1.40 -4951.75 4956.20 POND3 113_23 8.08 54.3%1.62 1.61 200656 4.61 N/A 4955.29 4958.62 REDWOOD*113_24 46.62 -12.05 11.60 564538 12.96 4957.80 -4960.80 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. 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 \ 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 ( 2 ) 6 X R E F s : e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - l e g a l , p - u t i l [ U ] PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 1 7 : 2 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 SUBGRADE EXCAVATION PLAN ST-49 144 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 - 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 - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 7 : 4 9 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 DETAILS ST-50 145 OF 199 08-23-2023 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" = 5 5 10 5' 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 - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 7 : 5 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD UD2 ADS DETAILS ST-51 146 OF 199 08-23-2023 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 . LID1 PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 8 : 2 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 PLAN ST-52 147 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 107457 2.47 78.9%84784 2304 1983 ISOLATOR ROWS FOR POND1 3500 LID2 308855 7.09 54.4%168110 4502 5996 ISOLATOR ROW FOR UD2 9268 LID3 274571 6.30 58.3%160097 4219 4602 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 70.0%159885 4185 -RAIN GARDEN - REDWOOD 5519 LID1_RR 41950 0.96 8.2%3430 --RUNOFF REDUCTION - LID3_RR 84660 1.94 28.2%23883 --RUNOFF REDUCTION - TOTAL (TREATED)1045901 24.01 57.4%600189 TOTAL (SITE)1143450 26.25 54.0%617349 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 4956.19 4959.14 4959.64 0.50 LID2 4950.70 4953.51 4957.45 4958.45 0.73 LID3 4953.80 4956.44 4959.30 4959.80 0.93 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.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 - 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 ( 3 ) 6 X R E F s : e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - l e g a l , p - u t i l [ U ] PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 1 8 : 4 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 SUBGRADE EXCAVATION PLAN ST-53 148 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 1 9 : 0 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID1 ADS DETAILS ST-54 149 OF 199 08-23-2023 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 . LID3 PROFILE HORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0' 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 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 0 : 1 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 PLAN ST-55 150 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 4956.19 4959.14 4959.64 0.50 LID2 4950.70 4953.51 4957.45 4958.45 0.73 LID3 4953.80 4956.44 4959.30 4959.80 0.93 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 107457 2.47 78.9%84784 2304 1983 ISOLATOR ROWS FOR POND1 3500 LID2 308855 7.09 54.4%168110 4502 5996 ISOLATOR ROW FOR UD2 9268 LID3 274571 6.30 58.3%160097 4219 4602 ISOLATOR ROWS FOR POND3 7350 LID4 228408 5.24 70.0%159885 4185 -RAIN GARDEN - REDWOOD 5519 LID1_RR 41950 0.96 8.2%3430 --RUNOFF REDUCTION - LID3_RR 84660 1.94 28.2%23883 --RUNOFF REDUCTION - TOTAL (TREATED)1045901 24.01 57.4%600189 TOTAL (SITE)1143450 26.25 54.0%617349 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 - 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 6 X R E F s : e - b a s e , e - l e g a l , e - u t i l , k e y m a p , p - l e g a l , p - u t i l [ U ] PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 1 : 2 0 : 2 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 SUBGRADE EXCAVATION PLAN ST-56 151 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 0 : 4 1 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD LID3 ADS DETAILS ST-57 152 OF 199 08-23-2023 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 1 11 X R E F s : a e r i a l [ U ] , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 [ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 1 : 0 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS 1 ST-58 153 OF 199 08-23-2023 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 11 X R E F s : a e r i a l [ U ] , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 [ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 1 : 0 8 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS 2 ST-59 154 OF 199 08-23-2023 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 11 X R E F s : a e r i a l [ U ] , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 [ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 1 : 2 0 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS 3 ST-60 155 OF 199 08-23-2023 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 1 : 5 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS 4 ST-61 156 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 4 11 X R E F s : a e r i a l [ U ] , c d - d r a i n a g e m a p l a b e l l i n g [ U ] , 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 [ 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 : W E D 0 8 / 2 3 / 2 3 1 1 : 2 2 : 2 4 A B Y : A I D A N L O W E 201013 ENCLAVE AT REDWOOD STORM DETAILS 5 ST-62 ST-62 OF 199 08-23-2023 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 DSDS DS DS DS DS DS DS DS DS DS EV CHA R G I N G 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 DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS DSDSDS DS DSDSDSDS DS DSDS DS DS DS DSDSDSDS DS DS DS DSDSDS DSDSDSDS DS DSDS D S DS DS DS DS D S DSDS DS DS DSDSDSDS DS D S DS DSDSDSDS DS DS DSDSDSDSDSDSDS DSD S DS DS D S DS D S 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 D S DS DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DSDSDSDS DS DS DSDSDS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDSDSDSDSDSDS DS DS DS DSDSDS DSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDSDSDSDSDS DSDSDS DS DSDSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS D S DS DS D S DS D S DS DS DS DS DS D S DS DS DSDS DS DSD S DS DS DS DSDS D S D SDSDSDS DS DSDS 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 RA M P RA M P RA M P RA M P RAM P 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 2 : 3 8 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD ROADWAY KEYMAP R-1 158 OF 199 08-23-2023 <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 DSDSDSDSDSDSDS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DSDSDSDS 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 3 : 2 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-2 159 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DS DS DS DS DS DS DS DS DS DS Δ Δ STEELY DRIVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4956 4960 4964 4968 4956 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 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 3 : 4 6 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-3 160 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 D S D S D S DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS D S DSDS DS DS DSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 5 : 2 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-4 161 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 DS DS DS DS DS DS DS DS DS DS DS DSDSDS RA M P 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 N FL 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 6 : 1 9 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVE R-5 162 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 THTH TH TH TH SS DS DS DS DS DS DS DS EV CHAR G I N G DS DS DS DS DS DS DS DS 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 EV CHAR G I N G ONLY 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 7 : 2 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAY R-6 163 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DS DS DS D S DS DS DS DS DS D S D S DS DS DS DS DS DSDSDS DS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 8 : 3 1 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-7 164 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCH LINE - SEE SHEET R-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 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 DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDSDSDS DS D S D S DSD S D S DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 1 5 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-8 165 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCH LINE - SEE SHEET R-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 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 DSDSDSDSDS 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 2 9 : 5 9 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-9 166 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 I O N 1 0 + 5 0 MA T C H - S T A T I O N 1 0 + 5 0 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 0 : 3 4 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE R-10 167 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 0 3 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE R-11 168 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T CHAR G I N G EV CHAR G 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 1 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE R-12 169 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T SS TH TH TH 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 1 : 4 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY A R-13 170 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 1 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY B R-14 171 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T RAMP 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 4 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY C R-15 172 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 4 6 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY D R-16 173 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 2 : 5 6 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY E R-17 174 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 3 : 0 1 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY F R-18 175 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 3 : 3 5 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY G R-19 176 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 3 : 4 3 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PRIVATE ALLEY PLAN & PROFILE - ALLEY H R-20 177 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T D S DS DS DS DS 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 NO X R E F s PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 0 3 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-21 178 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 NO X R E F s PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 1 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-22 179 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 NO X R E F s PL O T T E D : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 2 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD INTERSECTION DESIGN PLAN R-23 180 OF 199 08-23-2023 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 CON S T R U C T I O N DS D S D S DS DS DS DS D S DS DS DS DS DS D S D S D S D S D S D S 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 D S D S DS D S D S D S DS D S D S D S DS D S 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 D S RAM 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 3 9 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD COLLAMER DRIVE CROSS SECTIONS R-24 181 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 E V C H A R G I N G DS DS 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 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 DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS E V C H A R G I N G O N L 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 4 : 5 3 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD STEELY DRIVE CROSS SECTIONS R-25 182 OF 199 #### 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 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 DS DS DS DS DS DS DS DS DS DS D S DS DS D S 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 0 8 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD BERGEN PARKWAY CROSS SECTIONS R-26 183 OF 199 #### 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 5 : 5 5 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-27 184 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 EV CHARGING DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS EV CHARGING ONLY 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 2 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-28 185 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSDS DSDSDS DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDSDSDSDS DSDSDSDSDSDSDSDS DSDS RAMP 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 5 6 : 3 5 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-29 186 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 6 : 5 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL P&P R-30 187 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 DSDS DS DS EV CHARGING DS DS DSDSDSDS DS DS DS D S DSD S DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDS DS DSDSD S DSD S DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS 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 DSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS EVCHARGING ONLY 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 8 : 1 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL SECTIONS R-31 188 OF 199 08-23-2023 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 DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDSDS DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DSDSDSDSDSDS DS RAMP 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 \ 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 3 9 : 0 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD REGIONAL TRAIL SECTIONS R-32 189 OF 199 08-23-2023 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 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSD S DS DSDS DS DS DSDSDSDS DS DSDS DSDSDSDSDSDSDS DSD S D S D S D S DS DSDS DS DS DSDS DS DS DS DS D S D S D S D S DS DS DS D S DSD S DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS D S D S DS DSDSDSDS DSDSDSDSDS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DSDS DS D S D S D S DS DSDS DS DS DS D SDS DS DS DSDS DS DS DS DS DS RA M P RA M P RA M P RA M P 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 0 : 1 6 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PAVING PLAN R-33 190 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 DS DS DS DS DS DS DS DSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDS D S DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS 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 DSDSDSDS DSDSDS DS DSDSDSDS DSDSDSDSDSDSDS DS DSDSDSDSDS DSDSDS DS DSDSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RAM P 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 0 : 5 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PAVING PLAN R-34 191 OF 199 08-23-2023 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 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T DS DS DS DS DS DS DS EV CHA R G I N G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 SDSDSDSDSDSDS 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 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 DSDS DS DS DS DS D S D S D S D S D S DS D S D S D S DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G ONL Y 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 1 : 3 8 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PAVING PLAN R-35 192 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N 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 SS 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 DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 2 : 2 1 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PAVING PLAN R-36 193 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T R- 3 5 MATCHLINE - SEE SHEET R-37 ST N 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 - 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 , 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 , 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 1 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD PAVING PLAN - TRACT A R-37 194 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MATCHLINE - SEE SHEET R-36 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDS D S DSDS D S DS DS DSDS DSDSDSDS DS DSDS DSD S D S D S D S DS DSDS D S DS D SDSDSDS DS DS D S D S D S D S DS DS DS D S DSD S DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS D S DS DS DS DS DS DS DS DS DS DS D S DS DS DSDSDS DS DS DSDSDSDS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DSDSDSDS 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 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 DS DS DS DS DS DS DS DSDSDSDSDSDSDS DSDS DS DS DSDSDSDS DS DS DS DS DS DS DS DSD S DS D S DS D S DS DSDSDS DS DSDSDSDS DS DSDS DS DS DS DS DS RA M P RA M P RA M P RA M P 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 W14-2 (24"x24") OUTLET NO OM4-3 (18" x 18") 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 2 2 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-38 195 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 XFMR DS DS DS DS DS DS DS DSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 DSDS DSDSDS DS DSDS DS DS DS DS DS DSDSDSDS DS DSDSDS DSDSDSDS DSDSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSRAM 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 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 3 1 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-39 196 OF 199 08-23-2023 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 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T XFMR DS DS DS DS DS DS DS EV CHA R G I N G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 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 SDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS 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 DSDS DS DS DS DS D S D S D S D S D S DS D S D S D S DS DS DS D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G ONL Y 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 3 6 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-40 197 OF 199 08-23-2023 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' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T 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 XFMR SS 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 DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDS 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 4 1 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD SIGNAGE & STRIPING PLAN R-41 198 OF 199 08-23-2023 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' 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 KEY MAP SCALE 1" = 500' RE D W O O D S T SUNIGA DR NO R T H F I E L D DE V E L O P M E N T MA T C H L I N E - S E E S H E E T R- 4 0 XFMR 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 : W E D 0 8 / 2 3 / 2 3 1 0 : 4 3 : 4 7 A B Y : M I L E S S U S T A D 201013 ENCLAVE AT REDWOOD ROADWAY DETAILS R-42 199 OF 199 08-23-2023 <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 CON S T R U C T I O N