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HomeMy WebLinkAboutFISCHER PROPERTIES - FDP230010 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)WEST PROSPECT ROAD SOUTH SHIELDS STREET57' RIGHT-OF-WAY RESIDENTIAL LOCAL STREET (WITH PARKWAY)7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY EASEMENT DRIVE-OVER CURB & GUTTER ℄ 4:1 MAX 30' - 15' -℄7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY EASEMENT DRIVE-OVER CURB & GUTTER 4:1 MAX 15' -℄ 16' TRAVEL LANE 1 COVER SHEET Original Field Survery: Northern Engineering Project No. 1382-001 Date: August 07,2017 MARCH 2023 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH Project Datum: NAVD88 Benchmark PAULUS On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and Elizabeth St. Elevation: 5025.82 Benchmark CSU2 The mark is a standard brass Larimer County geodetic control disk set in 2002, in the campus of Colorado State University approx. 240.8 feet South from the center line of North Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center of the delivery road to the University Club and 1.1 feet Southwest from the edge of the sidewalk. Elevation: 5006.29 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.17' Basis of Bearings The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed). PROJECT BENCHMARKS: FISCHER PROPERTIES PROJECT TEAM: OWNER/APPLICANT SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: TYPICAL SECTIONS 1 COVER SHEET 2 GENERAL & CONSTRUCTION NOTES SITE SHEETS 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 CIVIL SITE PLAN GRADING SHEETS 5 OVERALL GRADING PLAN 6-7 GRADING PLAN 8 SUBGRADE PLAN UTILITY SHEETS 9 OVERALL UTILITY PLAN 10-11 UTILITY PLAN SANITARY SEWER SHEETS 12 SANITARY LINE A PLAN & PROFILE WATERLINE SHEETS 13 WATERLINE A PLAN & PROFILE STORM DRAIN SHEETS 14 STORM DRAIN A PLAN & PROFILE 15 STORM DRAIN A4-A PLAN & PROFILE 16 STORM DRAIN A4-B PLAN & PROFILE 17 STORM DRAIN A4-C, A4-D, A4-E, & A4-F PLAN 18 STORM DRAIN B, C & D PLAN & PROFILE 19 STORM DRAIN E & F PLAN & PROFILE & LANDSCAPE DRAINS G&H STREET SHEETS 20 LAKEWOOD DRIVE PLAN & PROFILE 21 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE 22 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE 23 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL DETAIL SHEETS 24 GRADING DETAILS 25 SANITARY SEWER DETAILS 26-27 WATER DETAILS 28-32 DRAINAGE DETAILS 33-34 SITE DETAILS EROSION CONTROL SHEETS 35 EROSION CONTROL EXHIBIT 36-37 EROSION CONTROL DETAILS DRAINAGE SHEETS 38 HISTORIC DRAINAGE EXHIBIT 39 DRAINAGE EXHIBIT UTILITY PLANS FOR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETAPPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: PROJECT LOCATION Ripley Design, Inc. Russ Lee, President 419 Canyon Avenue, Suite 200 Fort Collins, CO. 80521 (970) 224-5828 Northern Engineering Services, Inc. Danny Weber, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N PLANNER/ LANDSCAPE ARCHITECT SITE ENGINEER SURVEYOR ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Erik Fischer 125 S. Howes Street, Suite 900 Fort Collins, CO 80521 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com Additional Survery: Northern Engineering Project No. 1382-002 Date: March 23, 2022 ABC =AGGREGATE BASE COURSE ACP =ASBESTOS-CEMENT PIPE BLDG =BUILDING BP =BEGINNING POINT CL =CENTERLINE CMP =CORRUGATED METAL PIPE C.O. =CLEAN OUT DIP =DUCTILE IRON PIPE DS =DOWN SPOUT EAE =EMERGENCY ACCESS EASEMENT EL or ELEV =ELEVATION EOA =EDGE OF ASPHALT EP =ENDING POINT FES =FLARED END SECTION FFE =FINISHED FLOOR ELEVATION FGW =FINISHED GROUND AT WALL FACE FL =FLOWLINE FH =FIRE HYDRANT GB =GRADE BREAK GV =GATE VALVE HC =HANDICAP HP =HIGH POINT INV =INVERT LF =LINEAR FEET LP =LOW POINT MAX =MAXIMUM MH or M.H.=MANHOLE MIN =MINIMUM PC =POINT OF CURVATURE PCR =POINT OF CURVE RETURN PERF =PERFORATED PRC =POINT OF REVERSE CURVE PT =POINT OF TANGENCY PVC =POLYVINYL CHLORIDE PVI =POINT OF VERTICAL INTERSECTION PVMT =PAVEMENT RCP =REINFORCED CONCRETE PIPE RD =ROOF DRAIN ROW =RIGHT OF WAY STA =STATION STD =STANDARD SQ FT =SQUARE FOOT / FEET SW =STEEL WATERLINE TB =THRUST BLOCK TBC =TOP BACK OF CURB TBW =TOP BACK OF WALK TF =TOP OF FOUNDATION TOW =TOP OF WALL TYP =TYPICAL UE =UTILITY EASEMENT WSEL =WATER SURFACE ELEVATION ABBREVIATIONS: /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XW S OWS OWS OWS OWS OWS OWS OELEC W D D D VAULT ELEC M C VAULT ELEC M M D D D C EC C CCCC VAULT ELEC C C C C HY DV.P. V.P.STS S S S S S X 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS T 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTGW XX X X X X X X X XXXXX XXXXXXE W W W W W CTVCTVW CTV CTVCTVCTVCTVGGGCTV CTV G G G G G GGGG E EEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV X X X X X X X X X X XX X X X X CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV XXXXXX X X X X X X X X X G G GG G CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR W VAULT CABLE C VAULT CABLE OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXGGE E E6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SSW W W W W WWWWWWWWWWWW6" ABDN W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWEE E E E E E G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE EE6" ABDN WGGGGGGGGW W W W FOEFOG G G E E E E FO FO FO E6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E EES W ELEC WCS W W ELEC VAULT TELE ELEC W W M M M S W F.O. F.O. D D C SCS CABLE FO FO FO8" ABDN SS 8" ABDN SS W W W W W W W W W W W W EXISTING FENCE TO BE REMOVED (TYP.) EXISTING GATE TO BE REMOVED (TYP.) EXISTING GATE TO BE REMOVED (TYP.) EXISTING TREE TO BE REMOVED (TYP.) EXISTING BUILDINGS TO BE REMOVED (TYP.) EXISTING SHRUB TO BE REMOVED (TYP.) ±400 LF EXISTING HOLLYWOOD CURB, GUTTER, & ATTACHED SIDEWALK TO BE REMOVED EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN EXISTING WATER SPIGOT TO BE REMOVED (TYP.) EXISTING GRAVEL DRIVE TO BE REMOVED (TYP.) EXISTING UTILITY POLE TO BE REMOVED (TYP.) EXISTING NATURAL GAS LINE TO BE REMOVED EXISTING WATER SERVICE TO BE REMOVED (TYP.) EXISTING NATURAL GAS LINE TO BE REMOVED ±279 LF EXISTING HOLLYWOOD CURB, GUTTER, & ATTACHED SIDEWALK TO BE REMOVED SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE EXISTING DRIVEWAY APPROACHES TO BE REMOVED EXISTING UTILITY EASEMENT TO BE VACATED (TYP.) EXISTING UTILITY EASEMENT TO BE VACATED (TYP.) EXISTING LOT LINE TO BE VACATED (TYP.) ±522 LF EXISTING 8" CLAY SANITARY SEWER TO BE ABANDONED IN PLACE CONTRACTOR TO LOCATE EXISTING SEWER SERVICE FOR 1205 WESTWARD DR. PRIOR TO ABANDONMENT OF MAIN. EXISTING 8" CLAY SANITARY SEWER TO REMAIN ABANDONED 6" CAST IRON WATER MAIN EXISTING 6" CAST IRON WATER MAIN TO REMAIN EXISTING 15" PVC SANITARY SEWER TO REMAIN EXISTING 21" RCP STORM DRAIN TO REMAIN EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING 10" CLAY SANITARY SEWER EXISTING ELECTRIC EXISTING 6" CAST IRON WATER MAIN TO REMAIN EXISTING GAS LINE EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING STORM DRAIN EXISTING FENCE EXISTING 24" RCP STORM DRAIN TO REMAIN EXISTING 18" RCP STORM DRAIN TO REMAIN EXISTING 40' FL-FL EXISTING 60' ROW EXISTING ±64' FL-FL PROPOSED SAWCUT (TYP.) EXISTING 60' ROW TO BE VACATED PROPOSED SAWCUT (TYP.) EXISTING 6" CAST IRON WATER MAIN TO RELOCATED BY THE CITY OF FORT COLLINS EXISTING 8" CLAY SANITARY SEWER TO REMAIN EXISTING FIRE HYDRANT TO BE REMOVED BY OTHERS EXISTING ±39' FL-FL EXISTING 60' ROW EXISTING SECTION LINE EXISTING 3' ATTACHED SIDEWALK EXISTING HOLLYWOOD CURB, GUTTER, & WALK EXISTING 3' ATTACHED SIDEWALK EXISTING 6' ATTACHED SIDEWALK40' FL-FLOWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. LOT 17LOT 18LOT 19LOT 20LOT 21 LOT 39LOT 38LOT 37LOT 36LOT 34 LOT 35 LOT 40LOT 41LOT 42LOT 43 LOT 45 LOT 44 LOT 63LOT 62LOT 61LOT 60LOT 58 LOT 59 EXISTING WATER SERVICE TO BE REMOVED PROTECT EXISTING TREE IN PLACE PROTECT CRITICAL ROOT ZONE AS MUCH AS POSSIBLE. EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) EXISTING SANITARY SEWER MANHOLE RIM=5038.44 INV IN=5030.84 (W) INV OUT=5030.69 (S) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED RIM=5031.59 INV IN=5124.39 (E) INV IN=5124.4 (S) INV OUT=5124.39 (E) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED RIM=5030.94 INV IN=5023.34 (N) INV OUT=5023.31 (S) EXISTING SANITARY SEWER MANHOLE PLUG EXISTING SEWER MAIN TO BE ABANDONED AT MANHOLE PER CITY WATER AND WASTEWATER SPECIFICATIONS RIM=5035.50 INV IN=5022.45 (N) - PLUG INV IN=5026.44 (W) DROP INV OUT=5022.29 (E) EXISTING ±39' HALF ROW EXISTING "STOP" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) RELOCATE EXISTING ELECTRIC BOX AND CABLE PEDESTAL EXISTING MAILBOX TO BE REMOVED EXISTING MAILBOX TO BE REMOVED EXISTING "2-HOUR PARKING" SIGN TO BE REMOVED EXISTING 15" RCP STORM DRAIN TO REMAIN DEL MAR DEMOLITION AND PAVING TO BE COORDINATED WITH THE CITY OF FORT COLLINS WATER MAIN RELOCATION PROJECT OWNER: CHABAD-LUBAVITCH OF NORTHERN COLORADO INC. 1201 S. SHIELDS ST. OWNER: SUTHERLAND RICHARD CLAY TTEE TEST TRUST 1188 WESTWARD DR. OWNER: WILSON JEFFREY S. 1200 WESTWARD DR. OWNER: STOBBELAAR SAMUAL D. 1204 WESTWARD DR. OWNER: RINCON TRUST 1208 WESTWARD DR. OWNER: GRIFFITHS THOMAS 1212 WESTWARD DR.COLORADO STATEUNIVERSITY////////////////////////////////////////////////////////////////////////////////////////////////// EXISTING SANITARY SEWER MAIN TO BE ABANDONED PER CITY SPECIFICATIONS. REMOVE EXISTING MANHOLE IN FRONT YARD. CONNECT EXISTING SERVICES TO SANITARY SEWER A IN WESTWARD DR. PROPOSED SAWCUT (TYP.) EXISTING WATER SERVICE TO BE REMOVED AND CAPPED AT MAIN PROPOSED SAWCUT (TYP.) EXISTING WATER SERVICE TO BE REMOVED AND CAPPED AT MAIN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETEXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.ALL WATER AND SEWER SERVICES SHALL BE REMOVED AND ABANDONED AT THE CITY MAIN, PER FORT COLLINS UTILITIES STANDARDS. EXISTING OVERHEAD UTILITY OHE NORTHERN ENGINEERING PROJECT NO. 1382-001 DATE: AUGUST 07,2017 EXISTING SECTION LINE NORTHERN ENGINEERING PROJECT NO. 1382-002 DATE: MARCH 23, 2022 3 DEMOLITION PLAN EXISTING CONDITIONS & X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XCC C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC CCCCCCCC/ / / / / / / /C5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 6' SIDEWALK8' SIDEWALK 7' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 6' SIDEWALKSPRING F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE 6.42' SIDEWALK6.42' SIDEWALK18' (TYP.) 8.5' (TYP.) 30' FL-FL57' ROW 12.5' (TYP.) 19' 18' (TYP.) 18' (TYP.) 8.5' (TYP.) 18' (TYP.) 8' (TYP.) 18' 8.5' 7.5' 9' 8' 8.5' 18' (TYP.) 8.5' (TYP.) 15' (TYP.) 8' (TYP.) 15' (TYP.) 15' (TYP.) 8' (TYP.) 8' (TYP.) 21' (TYP.) 26' FL-FL 24' FL-FL 26' FL-FL 26' FL-FL 24'26' 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 7 LOT 6 LOT 9 LOT 8 LOT 3 LOT 4 LOT 1 LOT 2 LOT 5 DRAINAGE EASEMENT PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA PROPOSED DETENTION POND TRANSITION TO DRIVE-OVER CURB & GUTTER 18" VERTICAL CURB & GUTTER 31" DRIVE-OVER CURB & GUTTER 30" VERTICAL CURB & GUTTER PROPOSED DETENTION POND DRIVEWAY APPROACHES TO BE REPLACED WITH VERTICAL CURB & GUTTER PROPOSED 2' CONCRETE PAN 31" DRIVE-OVER CURB & GUTTER PROPOSED SAWCUT (TYP.) EXISTING 6" CURB w/ 5' CONCRETE GUTTER PROPOSED 2' CONCRETE PAN 31" DRIVE-OVER CURB & GUTTER PROPOSED TRASH ENCLOSURE DRAINAGE EASEMENT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. BIKE BARN (RE: LANDSCAPE) 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK8' SIDEWALK19' (TYP.) TRACT A AE,DE,UE 5' UTILITY EASEMENT 5' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITYEASEMENTSOUTH SHIELDS STREET93.8' LANDSCAPE RETAINING WALL 9' UTILITY EASEMENT 20' DRAINAGE EASEMENT NYLO PL AS T DO NOT P O LL U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT PO L L UT E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O N DEL MAR DEMOLITION AND PAVING TO BE COORDINATED WITH THE CITY OF FORT COLLINS WATER MAIN RELOCATION PROJECT WESTWARD DRIVE DEMOLITION AND PAVING TO BE COORDINATED WITH THE CITY OF FORT COLLINS WATER MAIN RELOCATION PROJECT PROPOSED INLET 1 1111 6 P2 6 6 6 6 6 6 6 6 6 6 PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT 2 2 2 2 2 2 3 3 2 3 33 2 2 333 222 2 3 2 2 2 P2 P2 2 DDDD S 15' (TYP.) 6 P2 P2 P2 P2 P2 P2 PROPOSED 2' CURB CUT & 2' SIDEWALK CULVERT AA A B B C CC C C C D D 6' SIDEWALK6' SIDEWALK6' SIDEWALK26' EMERGENCY ACCESS EASEMENT WHEEL STOP (TYP.) WHEEL STOP (TYP.) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETEASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM FLOWLINE. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT DRIVE AISLE ASPHALT PAVING LEGEND: PARKING STALL ASPHALT PAVING PRIVATE CONCRETE PAVING HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PRIVATE CONCRETE FLATWORK ASPHALT PATCH RAIN GARDEN BIOMEDIA AREA S D STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP 1 2 3 VERTICAL CURB & GUTTER 18" VERTICAL INFLOW CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER X' CONCRETE PAN 631" INFLOW DRIVE-OVER CURB & GUTTER PX 4 CIVIL SITE PLAN PARKING RESERVED STOP NO ANY TIME PARKING R7-1 12"x18" R1-1 30"R7-8 12"x18" PROPOSED SIGNS A B C D RISKAREA FLOOD PARKING LOT USERS ARE ADVISED THAT THIS AREA IS LIABLE TO OCCASIONAL FLOODING 12"x18" UD UD UD UD UDUDUDWWWWW WWWWNYLOP L AS T DO NOT PO L L UT EDRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLO PL AS TDO NOT POL L U TE DRAINS T O WATERW A Y S DO NOT POL L U T E D R A IN S T O W A T E RW A Y S NYLOPLAST DU C T I L E I R 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 DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT P O L L U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN WD D 8" ABDN SS 8" ABDN SS / / / / / / / /SOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK30' FL-FL57' ROW RAIN GARDEN BIOMEDIA AREA DETENTION POND 3 DETENTION POND 1 SIDEWALKSIDEWALKPROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED STORM INLET PROPOSED CURB INLET 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 EXISTING 18" STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 FFE=32.92 OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. ± 37' FL-FL EXISTING 60' ROW EXISTING ±64' FL-FL ±40' FL-FL 60' ROW 40' FL-FLEXISTING ±50' HALF ROW PROPOSED MULTI-FAMILY BUILDING PROPOSED CURB INLET PROPOSED STORM DRAIN PROPOSED STORM INLET PROPOSED STORM INLET STORM DRAIN LINE A SEE SHEET 14 RAIN GARDEN A RAIN GARDEN B PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 5 OVERALL GRADING PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETPROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE 7 6 X X X X X X X XXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W/ / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDWWWWWWWWWWWWWWWWWW3 2 . 6 9 35.8231.663 0 . 8 930.9031.0931.2131.463 2 . 4 231.6731.79 31.6431.800.6% 2.4%2.5%0.5% 1 . 7%DEL MAR STREETLAKEWOOD DRIVE 5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 1.3% LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED DETENTION POND 3(35.22)(3 4 . 3 9 )(33.70)32.56 33.7134.2435.07 35.6334.2433.72 32.21 (35.24)(35.85)(3 6 . 5 9 )(37.66)(3 8 . 8 5 ) 31.37 31.34 31.43 BLOCK 1 BLOCK 1 RAIN GARDEN BIOMEDIA AREA PROPOSED 2' CONCRETE PAN 30' FL-FL57' ROW 30' SANITARY SEWER EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT 3' DRAINAGE EASEMENT (TYP.) PROPOSED 2' CONCRETE PAN 6" RIBBON CURB RAIN GARDEN BIOMEDIA AREA(36.33)(3 5 . 7 8 ) (4 0 . 8 2 ) (35 . 0 1 )(33.39)(33.90)31.5131.1331.353 0 . 9 8 31.4631.3931.2431.2931.45(33.35)(36.90)38.1637.593 3 . 1 1 33.7332.07 32.08 31.8232.9833.7338.0039. 0 9 29.90 29.90 3 1 . 1 7 26.3726.52 26.6932.1932.1631.16 29.90 29.90 31.4529.90RAINGARDEN B30.90OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. ±39' FL-FL 60' ROW 31. 0 8 32.3226.513 2 . 1 7 32.59 31.68 0.5%0.5% 26.41 0.6% PROPOSED 2' CURB CUT 1.0%3.5%0.5%0.5%0.5%2.0% 2.0%0.5%2.0%2.1%0.8%1.1%30.9031.7231.6231.9032.0032.0732.03 31.4131.50 31.88 3 1 . 7 9 31.71 31.76 2.2%0.5% 0.5 % 2.6%0.6%31.500.5%31.35PROPOSED 2' CURB CUT 31.1132.12 31.4232.01 30.48 31. 3 1 29. 9 0 29.9031.3126.82 27.5132.02 31.95 33.26 29.20 28.64 27.72 27.7934.14 35.17 35.33 34.19 34.12 34.0433.75 26.67 26.62 26.6226.71 SLOPE EASEMENT 31.8132.0132.10 3 1 . 6 9 32.0231.9731.853 1 . 2 3 2.7%2.0%2.7%2.8%2.1% 2.1% 0.9 %1.4%2.3%2.3% 1.1% 2.3% 2.5 %2.2%2.1%2.7%2.4%5 : 1 6:1 4:14:15:15:14:1 4:1 4:1 4:1 4:1 4:1 4:14:16:131.046' SI D E W A L K 6' SIDEWALK 0.8% 0 . 6%0.5%2.4%2.1%1.1%3 1 . 4 6 PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT 29.73 TOW 29.73 TOW 26.79 27.23 FGW 27.24 FGW LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS 26.27 26.6729.9030.990.5% (32 . 2 7 ) 100-YR WSEL 5031.1137.9237.3736.0935.1435.4934.591.7%1.0%0.5%2.0%1.1%2.0%1.1%5.1%2.0%2.0%6.2%6.6%2.0%2.0%2.0%8.3%A FG=38.91 TF=39.58 A FG=36.68 TF=37.35 A FG=36.07 TF=36.74 A FG=35.72 TF=36.39 A FG=34.63 TF=35.30 A FG=40.89 TF=41.56 A FG=38.02 TF=38.69 A FG=36.81 TF=37.48 A FG=36.56 TF=37.23 PROPOSED 2' CURB CUT & SIDEWALK CULVERT 35.00 35. 3 5 TB W 35.14 35.1434.0433.94 32.14 TBW 31.50 30.42 30.4029.9030.90TBC30.90 TBC 32.06 32. 4 4 32. 5 6 8.3% 6.9% 31.46 31.43 31.94 31.88 32.5732.668.0% 7.5% 8.0% 7.5%32.2232.170.5%31.74 31.58 31.5031.48 BASIN F4 BASIN F2 29. 9 0 30.40 30. 4 2 30.90 TBC 30.90 TBC 29.9031.11 3 1 . 9 1TBWPROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT 30.4130.4029.9329.90 30.90 TBC 30.90 TBC 30.90 TBC 30.90 TBC 30.4029.92 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 1. 8 % PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 RAINGARDEN A40.31 39.96 37.31 37.44 35.87 36.23 35.34 35.9735.69 34. 3 6 26.56 26.67 26.26 26.5526.55 28.30 PROPOSED POND OUTLET STRUCTURE 31.3926.5526.5426.580. 5 %0.5%26.66 28.60 26.72 31.43 31.33 30.42 INLET C2 FES C1 FES F1 32.21 31.3132.56 29.9012:131.33 3 1 . 3 1 3 1 . 4 531.42BASIN A5 OUTLET A6 POTENTIAL 100-YR INUNDATION POTENTIAL 100-YR INUNDATION POND 3 EMERGENCY OVERFLOW PATH NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R MATCH LINE - SEE SHEET 76 GRADING PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETPROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 7 6 X X X X XXXXXX X X XXXXXXXXXXXXXXD D D D 8" A B D N S S STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T 6" ABD N W 6" ABD N W 6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSFDCUDUD UDUD UD UD UD UD UD UD NYLOPLAS TDO NO T P OL LU TEDRAIN S TOWATER WA YS DO NO T P OL L UT E D RA I NS TO W A TE RW AY S NYLO P LA ST DU C TI L E I RO NNYLOPLAST DO NOT PO LL UT E DRAI NS TOWATERW AY S DO NOT PO L LU TE D R AI N S T O WA T ER WA YS NYLOP L AS T D UC T I LE IR ON DS DS DS DS DS DS 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 NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON31.6630.8930.9031.0931.2131.4631.2031.0031.25 31.15 31.1731.633 2 . 4 231.6731.79 31.6431.802 6 . 9 1 0.6% 2.4%2.5%0.6%2.9%0.5%0.5%0.5%2.1%2.7%2.3%1.3% 1 . 7%SOUTH SHIELDS STREETWESTWARD DRIVE 6' SIDEWALK8' SIDEWALK 7' SIDEWALK 5' SIDEWALK 6' SIDEWALK29.17(27.62)(31.06)30.350.8%1.4%1.2% 0.6%0.5%PROPOSED DETENTION POND 1 3 0 . 9 1 31.23 30.93 30.80 30.59 30.79 30.80 30.85 31.37 31.34 31.43 31.23 31.23 31.51 31.48 30. 9 031.6730.943 1 . 0 5 RAIN GARDEN BIOMEDIA AREA PROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED CURB INLET PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 DRAINAGE EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 30' SANITARY SEWER EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA PROPOSED POND OUTLET STRUCTURE 26' EMERGENCY ACCESS EASEMENT CONNECT TO EXISTING STORM DRAIN EXISTING 21" RCP STORM DRAIN EXISTING 18" RCP STORM DRAIN PROPOSED TRASH ENCLOSURE FFE=32.92 (33.39)(3 3 . 9 0 )(30.65)(30.53)27.71 27.90 28.09 (28.12)(28.60)(29.00)(29.50)(30.43)30.86 3 0 . 7 330.6831.2431.3331.5131.1331.353 0 . 9 8 31.4631.2531.3931.2431.2931.4531. 2 431.4131.8331.8831.9931. 9 4 30.92 31. 0 7 31.37 32.16(3 3 . 3 5 ) 3 1 . 1 7 26.3732.1932.1630.74 30.6331.16 29.9031.4529.900.5%29.7632.7332.3732.9131.040.5%OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. ±37' FL-FL 60' ROW PROPOSED ROOF DRAIN (TYP.) BIKE BARN (RE: LANDSCAPE)31.5331.6529.8131.8631.8431.4431.3830.7632. 8 1 32.7932.8132.8132.0832.8231.5231.0629.1631.4531.9532.1227.530.5%31.5131.9832.0027.8631.7531.2431.303 2 . 8 4 32.0432.9231.7631.513 2 . 8 4 31.4032.8331.2732.84 31.1131.6331.9131.1430.9130.9431. 0 8 31.05 31. 3 2 31. 2 4 31.1131.783 1 . 9 731.9231.7232.8332.9232.1231.1231.6831.5031.2231.9631.7631.6431.3731.4631.5531. 5 531.3431.3432.3232.1732.59 31.68 26.41 0.6% PROPOSED 2' CURB CUT 1.0%3.5%0.5%0.5%0.5%2.0% 2.0%0.5%2.0%2.1%0.8%1.1%30.9031.7231.6231.9032.0032.0732.03 31.4131.50 31.88 3 1 . 7 9 31.71 31.76 2.2%0.5% 0.5 % 2.6%0.6%31.50 30. 6 9 31.13 0.5% 0.6%31.1331.3630.62 3 0 . 8 30.5%PROPOSED 2' CURB CUT 31.1130.0029.1030.0030.0029.60 28.89 29.3128.0929.0526. 9 5 26.8530.0031.09 TOW 27.2730.00 30.0030.0030.0529.9129.22 FGW 30.4327.72 27. 8 8 31.6331.1030.960.6% 3 0 . 7 6 30.7731.0031.1531.4431.3631.76 32.17 3 1 . 6 631.000.2%1.0%1.0% 32.12 32.01 29.9031.3134.19 34.12 34.0433.75 26.67 26.62 26.6226.71 31.8132.0132.10 31.6932.0231.9731.853 1 . 2 3 2.7%2.0%2.7%2.8%2.1% 2.1% 0.9 %1.4%2.3%2.3% 1.1% 2.3% 2.5 %2.2%2.6%0.9%1.6%1.4%2.3%2.7%1.7%3.0 % 2.1%2.0%1.8%2.4%4:15:15:14:1 4:1 4:1 6:15:15:18:19.4 % 7:1 7:1 6:1 4:1 6:1 21:1 19:1 23:14:16:1 6:1 5:1 8:113:1 9:17.4%4:14:17:1 31.673 1 . 3 9 3 1 . 3 131.6331.26 31.042.3%0.6%6' SIDEWALK TRACT A AE,DE,UE 0.8% 0 . 6%0.5%2.4%2.1%1.1%3 1 . 4 6 PROPOSED CURB INLET PROPOSED 2' SIDEWALK CHASE 31.25PROPOSED 2' CONCRETE PAN 32.92 1.6%1.6%31.8632.252.0%2.3%32.8232.3432.331.5%1.5% 2.9% 29.73 TOW 27.24 FGW 26.27 26.6729.9030.990.5% 3 1 . 0 2 3 0 . 7 10.8%0.8%0.8%0.7%0.7%1.0%1.0%1.0%2.2%0.3%1.5%1.0%1.0%0.5%0.5% (32 . 2 7 )31.341.5%31.100.6% 1.1% POND 2 EMERGENCY OVERFLOW PATH POND 1 EMERGENCY OVERFLOW WEIR SEE DETAIL 2903 30.84 31.3430.2230.7229.6230.1029.7830.69FGW29.28 FGW29.14FGW 27.0930.00 28.5529.6029.2230.72FGW31.83TOW29.34FGW 28.99FGW 31.50 TOW 30.38 TOW 30.33 FGW 30.70 TOW 28.82 FGW28.87FGW28.82 FGW 31. 7 9 TO W 31. 6 8 TO W 31.36 TOW 0.5% 0 . 5% CONNECT TO EXISTING STORM DRAIN 30.690.0% LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS 100-YR WSEL 5029.30 100-YR WSEL 5029.30 32.06 32. 4 4 32. 5 6 8.3% 6.9% 31.46 31.43 31.94 31.88 32.5732.668.0% 7.5% 8.0% 7.5%32.2232.170.5%31.74 31.58 31.5031.48 BASIN F4 29. 9 0 30.40 30. 4 2 30.90 TBC 29.9030.40 30.90 TBC 30.90 TBC 30.40PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 1. 8 % 26.26 26.5526.55 28.30 PROPOSED POND OUTLET STRUCTURE 31.39 26.66 26.72 31.43 31.33 30.42 FES F1 12:131.3331.31BASIN D2 FES D1 26.922 7 . 1 827.11OUTLET B1 2 9 . 2 3 F GW 3 1 . 0 6 TOW 30.0030.00 31.09 TOW1.7%31.13 0.5%31. 3 8 31.4331.1731.453 1 . 1 2 3 1 . 1 9 3 1 . 8 0 0.5%31.13 31.4331.45 31.5231.5931.1531.6732.2031.8732. 1 2 32.2932.0432.9231.4031.651.8%31.5631.6331.93 31.7831. 8 1 31. 1 7 31. 1 1 31.3831. 4 1 32.7232.8232.8232. 7 231.2431.613.3%4.5%2.0%2.0%2.0%0.6%31.1231.3530.5130.55 30.90 30.900.5% 0.6 %1.1%0.6%31.1531.4231.3631.6731.6931.8032.8332.8230.8430.7030.4830.3530.2030.0830.0131.7531.6231.4531.0831.1131.4330.903 0 . 7 3 30.513 0 . 3 8 30.2331.5331.3431.273 2 . 2 9 32.470.5%0.5%0.5%0.5%0.5% 0.5 %5:16:16:17:15:19:110:16.0%2.7%2.0%8:14:14:14:14:14:19:17.6%2.5%30.8731.6532.0531.8131.5331.6330.9729.35 28.35 2.0% 3 2 . 8 2 4.8%32.000.5%31.2532.3332. 8 132.8132.3331.47 32.81 32.8132.7531.35 31.37 0.8%STMH A1 BASIN A4 BASIN A5 BASIN A3 BASIN A4-A1 BASIN A4-E4 STMH A4-A6 BASIN A2 BASIN A4-A14-1 BASIN A4-A15 BASIN A4-B5 BASIN A4-B4 BASIN A4-B6 EXMH A BASIN A4-E2 STMH A4-A2 BASIN A4-A10 BASIN A4-B1 OUTLET A6 BASIN A4-A3-2 Structure - (86) CLEANOUT SD530.6831.4431.6031.513 1 . 8 0 1.0%7.4%1.0%6.0%31.25 LD BASIN G2 LD BASIN G3 LD BASIN H3 LD BASIN H2-2 FES E2 FES E1 32.0332.0531.4032.14POTENTIAL 100-YR INUNDATION POTENTIAL 100-YR INUNDATION POND 3 EMERGENCY OVERFLOW PATH 1.1%0.8%2.0%7.2%5.9%31.9232.1731.077.2%2.0% 5.6% 5.8%2.7%5.5% BASIN A4-D2-3 BASIN A4-D2-131.6131.7531.9431.75BASIN A4-D3-131.7531.7531.75BASIN A4-D6 BASIN A4-D5-1 BASIN A4-D4-1 31.7531.7531.7531.7531.75BASIN A4-C7 BASIN A4-C6-1 BASIN A4-C5-1 BASIN A4-C4-1 BASIN A4-C3-1 31.6131.8831.6431.2732.3932.02 BASIN A4-E3-1 32.81 32.81 32.81 3 2 . 2 1 31. 9 2 31.84 BASIN A4-E1-1 32. 2 0 31.97 31.92 32.17 32.1231.6432.2531.9232.0531.67BASIN A4-F4 32.1432.22 4.2% 4.5% 4.2% 1.5% 1.9% 32.19 32.12 BASIN A4-F3 0.5% 2.0% 2.0%32.594.0% 32. 8 1 32. 3 8 3.6%3 2 . 5 1 4.9% 2.8% 0.5% 0.4%2.6%31.7531.78 32.8732.4032.81 32.4232.81 32.4532.8132.5032.82 32.7232.5732.6232.5632.5432.5232.6632.6632.7232.8132.40 32.8132.4432.6732.577.8% 5.7%1.0%2.0%1.5%2.0% 32.92 32.811.7%1.3% 1.9% 1.7%32.7231.4331.59KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETNORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 7 GRADING PLAN MATCH LINE - SEE SHEET 6 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 7 6 X X X X X X X XXXXXXXXXXUDUDUD UD UDUDUD UD UD UD UD UD UD UD UD UD UDNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO N OT POLLU TE DRA INS TO WATE RW AYS NYLOP LAST DUC TI LE IRON DS DS DS DS DS NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONPROPOSED STORM DRAIN A SEE SHEET 14 DRAINAGE EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED CURB INLET WITH 100-YR OVERFLOW WEIR SEE DETAIL 2803 2 4 . 5 1 SG24. 4 1 SG 0.2% SG 24. 5 0 SG 24.41SG24.37SG24.35SG24.39SG24.30 SG 24. 2 6 SG 2 4 . 2 6SG24.23SG24.51 SG24.48SG31.03FG31.20FG31.40FG31.42FG31.83FG3 1 . 2 4 FG31.28FG31.49FG31.66FG31.52FG0.2% SG 0.2% SG 0.2%SG0.2%SG15.7% SG 0.2%SG0.2%SG0.2%SG0.2%SG0.2% SG CLEANOUT SD5 INV. OUT=5024.35 (S) FG=5031.22 26.89 LF 6" PERFORATED PVC @ 0.20% 90° BEND SD4 INV. IN=5024.30 (N) INV. OUT=5024.30 (E) 18.73 LF 6" PERFORATED PVC @ 0.20% 90° BEND SD 3 INV. IN=5024.26 (W) INV. OUT=5024.26 (S) 13.07 LF 6" PERFORATED PVC @ 0.20% 151.60 LF 6" PVC @ 0.20%151.60 LF 6" PVC @ 0.20% 90° BEND SD2 INV. IN=5024.24 (N) INV. OUT=5024.24 (E)26' EMERGENCY ACCESS EASEMENT 9 - MC-3500 STORMTECH CHAMBERS @ 0.20% 9 - MC-3500 STORMTECH CHAMBERS @ 0.20% 9 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH ISOLATOR ROW CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH ISOLATOR ROW CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% PROPOSED MANHOLE WITH 100-YR OVERFLOW WEIR SEE DETAIL 3307 151.60 LF 6" PVC @ 0.20% 100-YR ORIFACE KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETNORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 8 SUBGRADE PLAN PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 8 X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D VAULT ELEC C VAULT ELEC D D D C EC C CCCC VAULT ELEC C C C C STS S SS S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS T 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTCTVCTVCTV CTVCTVCTVCTVGGGCTV CTV GGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV VAULT CABLE VAULT CABLE OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SSWWWWWWWWWWWW6" ABDN W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWEE E E E E E G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE EE6" ABDN WGGGGGGGGW W W W FOEFOG G G E E E E FO FO FO E6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E EEW ELEC WCS W VAULT TELE ELEC S W F.O. F.O. D D CABLE FO FO FO8" ABDN SS 8" ABDN SS W W W W W W W W W W W W EEEEE E E E E E E E E EEEEEEEEEEEEEET E E EEEFDCUD UD UD UD UDUDUD WGAS ELEC T FSWWWWWWWWWELECG GGGWNYLO PL AS T DO NOT P O LL U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT PO L L UT E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON WWWWW W W WW S S SSS SSSSWEEEEET DS DS DS DS DS DS 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 NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O N/ / / / / / / /PROPOSED 8" PVC SANITARY SEWER PROPOSED 6" WATER MAIN CONNECT TO RELOCATED WATER MAIN CONNECT TO EXISTING 8" CLAY SANITARY SEWER RAIN GARDEN BIOMEDIA AREA PROPOSED DETENTION POND 3 4" UNDERDRAIN 30' SANITARY SEWER EASEMENT PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 PROPOSED 8" SANITARY SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 2" WATER METER PROPOSED FIRE HYDRANT CONNECT TO EXISTING STORM DRAIN 5' UTILITY EASEMENT SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE 30' FL-FL57' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED FIRE HYDRANT EXISTING ELECTRIC LINE EXISTING CABLE TV LINE PROPOSED 2' CONCRETE PAN DETENTION POND 1 LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 BLOCK 1 BLOCK 1 EXISTING 8" CLAY SANITARY SEWER EXISTING 6" CAST IRON WATER MAIN EXISTING 15" PVC SANITARY SEWER EXISTING 21" RCP STORM DRAIN EXISTING GAS LINE EXISTING 10" CLAY SANITARY SEWER EXISTING 6" CAST IRON WATER MAIN EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING 24" RCP STORM DRAIN EXISTING 18" RCP STORM DRAIN RELOCATED WATER MAIN BY CITY OF FORT COLLINS EXISTING 8" CLAY SANITARY SEWER PROPOSED 2' CONCRETE PAN PROPOSED ROOF DRAIN (TYP.) OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. APPROXIMATE LOCATION CONNECT TO EXISTING 3-PHASE POWER PROPOSED TRANSFORMER PROPOSED TRANSFORMER CONNECT TO EXISTING STORM INLET 30' SANITARY SEWER EASEMENT TRACT A AE,DE,UE PROPOSED FIRE HYDRANT PROPOSED IRRIGATION METER RELOCATED WATER BY CITY OF FORT COLLINS LOCATION TO BE CONFIRMED PRIOR TO CONSTRUCTION PROPOSED 8" PVC SANITARY SEWER CONNECT TO EXISTING 15" SANITARY SEWER WITH NEW MANHOLE EXISTING 15" RCP STORM DRAIN PROPOSED IRRIGATION METER PROPOSED INLET W PITKIN ST 5' UTILITY EASEMENT STORM DRAIN LINE A SEE SHEET 14 STORM DRAIN LINE A4-A SEE SHEET 15 STORM DRAIN LINE A-4B SEE SHEET 16 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN LINE C SEE SHEET 18 PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED IRRIGATION METER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 9 OVERALL UTILITY PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV RAIN GARDEN BIOMEDIA AREA 10 9 X X X X X X X XXX X XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX CCCC VAULT ELEC C C C C CTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSE E EEEE6" ABDN W6" ABDN W6" ABDN WGGGGGGGGGGGGGGGGGGW 6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN WFO FO FO S / / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDWWWWWWWWWWWWWWWWWWWWWWWW W W WW S S SSS SSSST ECONNECT TO RELOCATED WATER MAIN PROPOSED DETENTION POND 1 PROPOSED UNDERDRAIN 30' SANITARY SEWER EASEMENT PROPOSED FIRE HYDRANT 5' UTILITY EASEMENT 5' UTILITY EASEMENT DEL MAR STREETLAKEWOOD DRIVE30' FL-FL57' ROW PROPOSED FIRE HYDRANT LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 9' UTILITY EASEMENT 9' UTILITY EASEMENT RAINGARDEN ABLOCK 1 BLOCK 1 3' DRAINAGE EASEMENT (TYP.) PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE EXISTING ELECTRIC LINE EXISTING GAS LINE EXISTING 8" CLAY SANITARY SEWER OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. ±39' FL-FL 60' ROW 5' SLOPE EASEMENT 30' SANITARY SEWER EASEMENT RELOCATED WATER MAIN BY CITY OF FORT COLLINS RAINGARDEN APROPOSED IRRIGATION METER SANITARY SEWER LINE A SEE SHEET 11 STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 SANITARY SEWER LINE A SEE SHEET 11 TRACT A AE,DE,UE WATERLINE A SEE SHEET 13 APPROXIMATE LOCATION RELOCATED SANITARY SERVICE. CONTRACTOR TO LOCATE EXISTING SERVICE PRIOR TO CONSTRUCTION. PROVIDE CLEANOUT AT POINT OF CONNECTION WITH EXISTING SERVICE. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET 1010 UTILITY PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETNOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV RAIN GARDEN BIOMEDIA AREA 10 9 STORM DRAIN LINE A SEE SHEET 13 X X X X XXXXXX X X XXXXXXXXXXXXXXD D VAULT ELEC C VAULT ELEC D D C EC C C C S 8" SS 8" SS 8" SS 8" A B D N S S SS STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV GGGGGGGEEEEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVVAULT CABLE VAULT CABLE OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E E E E 6" ABD N W 6" ABD N W 6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV C T V CTV CTV CTV CTV CTV C T V 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWWEEWE E E E E E E E E E E G G G G G G G G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E EEEELEC WCS VAULT TELE ELEC FO FO FO FO FOFOW W W W W W W W W W W W W W W W W W W W W W W W W W EEEEEEEEE E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEET E E E E E EEEEEEFDCUDUD UDUD UD UD UD UD UD UD GAS ELEC T FSELECG G G GGGGGGWNYLOPLAST DO NOT PO LL UT E DRAINS TO WATE RWA YS DO NOT PO LL U TE D RA I NS TO WA TE RW A YS NYLOP L AS T D UC T I LE IR ONNYLOPLAST DO NOT PO LL UT EDRAINS T O WATE RWA YS DO NOT PO LL U TE D RA I NS TO WA TE RW A YS NYLOP L AS T D UC T I LE IR ON WEEEEEEEEEEEET EDS DS DS DS DS DS 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 NYLOPLASTDO NO T P O L L U T E DRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONPROPOSED DETENTION POND 1 PROPOSED DETENTION POND 1 30' SANITARY SEWER EASEMENT PROPOSED STORMTECH CHAMBERS PROPOSED 6" SANITARY SERVICE PROPOSED 2" WATER METER CONNECT TO EXISTING STORM DRAIN REBUILD EXISTING MANHOLE SOUTH SHIELDS STREETWESTWARD DRIVE 6' SIDEWALKPROPOSED UNDERDRAIN PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE DRAINAGE EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT EXISTING 8" CLAY SANITARY SEWER EXISTING 15" PVC SANITARY SEWER EXISTING 21" RCP STORM DRAIN EXISTING GAS LINEEXISTING ELECTRIC LINE EXISTING 18" RCP STORM DRAIN OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. 26' EMERGENCY ACCESS EASEMENT PROPOSED ROOF DRAIN ±37' FL-FL 60' ROW PROPOSED TRANSFORMER APPROXIMATE LOCATION CONNECTION TO 3-PHASE POWER AT CORNER OF SPRINGFIELD DRIVE & SHIELDS STREET PROPOSED FDC DRAINAGE EASEMENT DRAIN BASIN w/ 100-YR ORIFICE SEE DETAIL 3005 DRAIN BASIN w/ WQ WEIR CONNECT TO EXISTING STORM INLET PROPOSED 2' CONCRETE PAN ISOLATOR ROWS TRACT A AE,DE,UE 30' SANITARY SEWER EASEMENT PROPOSED UNDERGROUND DETENTION POND 2 PROPOSED 6" FIRE SERVICE RELOCATED WATER MAIN BY CITY OF FORT COLLINS CONNECT TO EXISTING 8" CLAY SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED IRRIGATION METER 7.48' 14.1' 15.03'SANITARY SEWER LINE A SEE SHEET 11 SANITARY SEWER LINE A SEE SHEET 11 STORM DRAIN LINE A4-B SEE SHEET 15 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE A4-A SEE SHEET 14 STORM DRAIN LINE A SEE SHEET 13 STORM DRAIN LINE F SEE SHEET 19 TRACT A AE,DE,UE EXISTING 6' CAST IRON WATER MAIN ABANDONED BY THE CITY OF FORT COLLINS APPROXIMATE LOCATION RELOCATED SANITARY SERVICE. CONTRACTOR TO LOCATE EXISTING SERVICE PRIOR TO CONSTRUCTION. PROVIDE CLEANOUT AT POINT OF CONNECTION WITH EXISTING SERVICE. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET 9 11 UTILITY PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETNOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV RAIN GARDEN BIOMEDIA AREA 10 9 EEEE E E E E E E EEEEEEEEEEET E E EFDCUD UD UD UDUDUD WGAS ELEC T FSWWWWWELECG GGWNYLOPL A ST DO NOT POLL U T E DRAINS TOWATERWA Y S DO NOT POLLUTE D R A IN S T O WA T E R W AY S NYLOPLAST D U C T I L E I R O N NYLOPL A ST DO NOT P O L L UT E DRAINS TOWATERWAYS DO NOT POLLUTE D R A IN S T O WA T E R W AY S NYLOPLAST D U C T I L E I R O N WWWWW W W WW S S SSS SSSSWEEEET DS DS DS DS DS DS 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 NYLOPL A S T DO NOT POLL U T E DRAINS TOWATERWA Y S DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N X X X XXX X XXXXXD D VAULT ELEC CC CC C VAULT ELEC CC CC CC CC CC CC D D D C EC C VAULT ELEC C C C C SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTV CTVCTVCTVGGCTV GGEEEEEECTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV VAULT CABLE VAULT CABLE OHUOHUOHU OHU OHU OHU OHU OHU OHU E E E6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SSWWWWWWWWW6" ABDN W W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSE E E E G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEE6" ABDN WGGGGG6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E EW ELEC WCS W VAULT TELE ELEC S D DFO FO8" ABDN SS 8" ABDN SS W W W W W W W W W W / / / / / / / /TRACT A AE,DE,UE LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 SOUTH SHIELDS STREETWESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: CARLSON, BEVERLY A. PROPOSED 6" PVC WATER MAIN PROPOSED UNDERDRAIN 30.00' SANITARY SEWER EASEMENT 30' FL-FL57' ROW EXISTING GAS LINEEXISTING ELECTRIC LINE ±37' FL-FL60' ROWRELOCATED WATER MAIN BY CITY OF FORT COLLINS RELOCATED WATER MAIN BY CITY OF FORT COLLINS\ CONNECT TO EX. SANITARY MAIN WITH NEW MANHOLE SSMH A STA 10+00.00 N: 125466.89 E: 189477.46 325.28 LF 8" PVC @ 0.40% SSMH A1 STA 13+25.28 N: 125472.31 E: 189152.22 78.01 LF 8" PVC @ 0.40% SSMH A2 STA 14+03.28 N: 125495.09 E: 189077.62 189.11 LF 8" PVC @ 0.40%SSMH A3 STA 15+92.39 N: 125306.00 E: 189075.42 250.08 LF 8" PVC @ 0.40% SSMH A5 STA 20+17.97 N: 125222.35 E: 188672.27 EX. 15" RCP STORM EX. 15" PVC SANITARY SEWER 30.00' SANITARY SEWER EASEMENT EXISTING 8" CLAY SANITARY SEWER SAWCUT (TYP.) 6" SANITARY SEWER SERVICE CONNECT TO EXISTING 8" CLAY SANITARY SEWER WITH DISSIMILAR PIPE COUPLING AND EXTEND AT SAME GRADE TO PROPOSED MANHOLE WITH 8" PVC ±21.94 LF 8" PVC S S SSMH A4 STA 17+67.89 N: 125220.19 E: 188922.34 175.5 0 L F 8" P V C @ - 0. 4 0 % STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN LINE A4-B SEE SHEET 15 INSTALL CLEANOUT AT POINT OF CONNECTION INSTALL CLEANOUT AT POINT OF CONNECTION APPROXIMATE LOCATION EXISTING SANITARY SEWER SERVICES. CONTRACTOR TO COORDINATE WITH THE CITY OF FORT COLLINS TO CONNECT EXISTING SERVICE TO PROPOSED MAIN AND ABANDON EXISTING MAIN. 5010 5015 5020 5025 5030 5035 5040 5045 5050 5010 5015 5020 5025 5030 5035 5040 5045 5050 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 SSMH ASTA 10+00.00RIM 5028.4±INV. IN 5020.23 (N)INV. IN 5020.81 (W)INV. OUT 5020.23 (S)325.28 LF 8" PVC @ 0.40%SSMH A1STA 13+25.28RIM 5030.2±INV. IN 5022.31 (W)INV. OUT 5022.11 (E)78.01 LF 8" PVC @ 0.40%SSMH A2 (EXTERNAL DROP)STA 14+03.28RIM 5031.1±INV. IN 5024.39 (W)INV. IN 5022.83 (S)INV. OUT 5022.63 (E)189.11 LF 8" PVC @ 0.40%SSMH A3STA 15+92.39RIM 5031.4±INV. OUT 5023.78 (SW)INV. OUT 5023.58 (N)175.50 LF 8" PVC @ 0.40%SSMH A4STA 17+67.89RIM 5032.3±INV. IN 5024.69 (W)INV. IN 5024.49 (NE)250.08 LF 8" PVC @ 0.40%SSMH A5STA 20+17.97RIM 5036.4±INV. OUT 5025.69 (E)EXISTING GROUND PROPOSED GROUND APPROX. 8" PVC WATER (BY OTHERS) STA.=14+13.70 INV.=5025.53 28" APPROX. EX. WATER SERVICE STA.=12+72.72 INV.=5024.59 APPROX. EX. WATER SERVICE STA.=13+67.43 INV.=5025.52 12" RCP STORM STA.=17+01.27 INV.=5027.03 28" 15" RCP STORM STA.=10+18.40 INV.=5025.31 EX.EX.EX.SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET12 PLAN & PROFILESANITARY LINE ACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 11 PROFILE SCALE: SANITARY LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE EEEEEEEEEEEET E E E EEEEUDUDUD UD UD UD UDUDUDUD WELEC T ELECNYLOP LA ST DO NOT P OL L UT EDRAINS T OWATERWA Y S DO NOT P OL L U TE D RA I N S T O W A T ER W AY S NYLOPLAS T D UC T I L E I R ON W W S EEEEEEET DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT P O L L U T E DRAINS TOWATE R W A Y S DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N XXXXXX X XXXXXXXXXXX X X X X XD D VAULT ELEC CC CC C VAULT ELEC CC CC C EC C CC STST STSTSTSTSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVGGGGCTV CTV GGGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTVOHUOHUOHUOHUOHU OHU OHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU WWWWWWWWW8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO VAULT TELE ELEC D 172.77 LF 15" RCP @ 0.50% 27.39 LF 15" RCP @ 0.50% BASIN A5 STA 14+74.42 N: 125149.49 E: 189020.91 OUTLET A6 STA 15+01.83 N: 125130.02 E: 189001.64 86.08 LF 15" RCP @ 0.50% 131.02 LF 15" HDPE @ 0.50% 74.5 1 L F 1 5 " R C P @ 0 . 2 5 % EXMH A STA 10+00.00 N: 125133.44 E: 189488.70 LOT 5 TRACT A AE,DE,UE LAKEWOOD DRIVE OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST.SOUTH SHIELDS STREETSTMH A1 STA 10+74.51 N: 125156.59 E: 189417.88 BASIN A2 STA 12+05.53 N: 125156.59 E: 189286.86 10.04 LF 15" HDPE @ 0.50% BASIN A3 STA 12+15.57 N: 125149.49 E: 189279.76 BASIN A4 STA 13+01.65 N: 125149.49 E: 189193.68 DETENTION POND 3 UNDERGROUND DETENTION POND 2 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+0012+0013+0014+0015+0015+50 10.04 LF 15" HDPE @ 0.50% 74.51 LF 15" RCP @ 0.25% 131.02 LF 15" HDPE @ 0.50% 86.08 LF 15" RCP @ 0.50% 172.77 LF 15" RCP @ 0.50% 27.39 LF 15" RCP @ 0.50%EXMH ASTA 10+00.00RIM 5030.9±INV. IN 5023.53 (W)INV. IN 5024.25 (N)INV. IN 5027.03 (S)INV. OUT 5023.18 (E)STMH A1STA 10+74.51RIM 5032.2±INV. IN 5023.92 (W)INV. IN 5023.92 (N)INV. OUT 5023.72 (E)BASIN A4STA 13+01.65FL. EL 5031.7±INV. IN 5025.06 (W)INV. IN 5025.06 (N)INV. OUT 5025.06 (E)BASIN A2STA 12+05.53RIM 5031.3±INV. IN 5024.58 (SW)INV. OUT 5024.58 (E)BASIN A5STA 14+74.42RIM 5031.6±INV. IN 5025.92 (SW)INV. OUT 5025.92 (E)OUTLET A6STA 15+01.83INV. 5026.06 (NE)5030.685032.205031.325031.515031.945031.405031.185031.695031.805031.755031.695031.665031.615031.505031.645031.955032.635031.635028.26EX.EX.EX.BASIN A3STA 12+15.57RIM 5031.5±INV. IN 5024.63 (W)INV. OUT 5024.63 (NE)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 15" PVC SANITARY STA.=10+14.86 INV.=5020.14 14 PLAN & PROFILESTORM DRAIN ACALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN A KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE STORM DRAIN A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL 3605 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETSTORM DRAIN LINE A4-A SEE SHEET 14 STORM DRAIN LINE A4-B SEE SHEET 14 E E E E E E E E FDCGASFGGGGWWDSDSDSDSDSDCCCCCVAULTELECCCCCCCCCCCCCDDSTSTSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SSCTV CTVCTV CTV CTV CTV CTV CTVEEEEE E E CTV CTV CTV CTV CTV CTV CTV CTV CTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOSOUTH SHIELDS STREET FES E1 STA 10+00.00 N: 125368.53 E: 189407.19 32.86 LF 18" RCP @ 0.50% FES E2 STA 10+32.86 N: 125335.67 E: 189407.19 TRACT A AE,DE,UE DETENTION POND 1 LD BASIN G3 INV. OUT=5028.27 (S) RIM=5031.4 23.53 LF 6" HDPE @ 2.00% LD BASIN G2 INV. IN=5027.80 (N) INV. OUT=5027.80 (E) RIM=5031.6 38.32 LF 6" HDPE @ 1.00% END 6'' LD G1 CONCRETE COLLAR INV. IN=5027.42 (W) RIM=5028.2 END 8'' LD H1 CONCRETE COLLAR INV. IN=5027.45 (W) RIM=5028.2 24.40 LF 8" HDPE @ 1.00% LD TEE H2 INV. IN=5027.72 (W) INV. IN=5027.72 (S) INV. OUT=5027.70 (E) RIM=5031.8 5.78 LF 8" HDPE @ 2.00% LD BASIN H3 INV. OUT=5027.83 (E) RIM=5031.2 LD BASIN H2-2 INV. OUT=5028.90 (E) RIM=5031.1 5.59 LF 8" HDPE @ 2.00% LD 90° BEND H2-1 INV. IN=5028.79 (W) INV. OUT=5028.79 (N) RIM=5031.7 53.87 LF 8" HDPE @ 2.00% 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+50 10+00 11+005026.965027.095029.935027.34FES E2STA 10+32.86INV. 5027.25 (N)32.86 LF 18" RCP @ 0.50%FES E1STA 10+00.00INV. 5027.09 (S)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+0011+50 5026.425026.555029.905029.935030.615032.19FES F1STA 10+00.00INV. 5026.55 (N)18.83 LF 15" HDPE @ 0.50%BASIN F2STA 10+18.83RIM 5030.9±INV. IN 5027.44 (W)INV. IN 5026.64 (N)INV. OUT 5026.64 (S)45.78 LF 12" RCP @ 0.50%11.25° BEND F3STA 10+64.60INV. 5026.87 (N)INV. 5026.87 (S)50.53 LF 12" RCP @ 0.50%BASIN F4STA 11+15.14RIM 5030.9±INV. OUT 5027.12 (S)INV. OUT 5027.42 (W)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL UD UD UD WWWSTXXXXXXXXXXCCCCCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV OHUOHUOHUOHUOHUOHUOHUOHUOHU8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS LAKEWOODDRIVELOT 5 FES F1 STA 10+00.00 N: 125158.22 E: 188969.71 18.83 LF 15" HDPE @ 0.50% BASIN F2 STA 10+18.83 N: 125176.59 E: 188973.8645.78 LF 12" RCP @ 0.50% 11.25° BEND F3 STA 10+64.60 N: 125221.74 E: 188981.40 50.53 LF 12" RCP @ 0.50% BASIN F4 STA 11+15.14 N: 125272.25 E: 188979.85 5.00 LF 4" PERF HDPE @ 0.20% 90° BEND F2-1 INV. IN=5027.45 (N) INV. OUT=5027.45 (E) 34.62 LF 4" PERF HDPE @ 0.20% 11.25° BEND F2-2 INV. IN=5027.52 (N) INV. OUT=5027.52 (S) 21.54 LF 4" PERF HDPE @ 0.20% CLEANOUT F2-3 INV. OUT=5027.57 (S) RIM=5030.9 6.75 LF 4" PERF PVC @ -0.20% 90° BEND F4-1 INV. IN=5027.43 (N) INV. IN=5027.43 (E) 69.22 LF 4" PERF HDPE @ 0.20% CLEANOUT F4-2 INV. OUT=5027.57 (S) RIM=5030.9 TRACT A AE,DE,UE DETENTION POND 3 19 & LANDSCAPE DRAINS G & HSTORM DRAIN E & F PLAN & PROFILECALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL 3605 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY STORM DRAIN F STORM DRAIN E SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SETPROFILE SCALE: STORM DRAIN F NORTH STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE A SEE SHEET 13 STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN E & LANDSCAPE DRAINS G & H SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET24 GRADING DETAILSA B G W LOT GRADING NOTES LEGEND 100 TYPICAL LOT GRADING OVERLOT TEMPLATE "A" LOT OVERLOT GRADING NOTES: OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL 101 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET26 WATER DETAILS300 WATER MAIN BEDDING REQUIREMENTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 301 302STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION 303 TYPICAL WATER SERVICE 304 STANDARD EXTERIOR SETTING FOR 3 4" AND 1" WATER METERS 305 306STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW)FLOWMETER 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 CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) C.L. OF METER CONNECTION 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 PLAN VIEW 48" DIA. FLOW 24" DIA.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-16B6"8" LAYER OF 3/4" TO 1 1/2" GRAVEL8"12" (MIN.) CURB BOX 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR 48" 24"54" (MIN.)66" (MAX.)16" (MAX.)7" (MIN.)3" (MAX.) 1" (MAX.) 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.)(MAX.)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 CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A E C B E E C D PLAN SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C CC BB A A SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET28 DRAINAGE DETAILS2801 STORMWATER BEDDING REQUIREMENTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R STANDARD MANHOLE DOUBLE CURB INLET TYPICAL METAL SIDEWALK CULVERT TYPICAL METAL SIDEWALK CULVERT WITH NO CURB CONCRETE END SECTIONS 2802 2803 2804 2805 2806 AA B B A A SECTION B-B DETAIL 1 SECTION A-A PLAN BB A A SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET29 DRAINAGE DETAILS2801 CONCRETE TRICKLE PAN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND 2802 BIORETENTION 2804 WATER QUALITY OUTLET STRUCTURE DETAILS 2803 28 EMERGENCY OVERFLOW WEIR DETAIL TOP OF WALL (B) MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) 100-YR ORIFICE PLATE DETAIL (POND 1)2805 100-YR ORIFICE PLATE DETAIL (POND 3)2806 INLET SCHEDULE, BASIN SCHEDULE INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type BASIN A2 15" Nyloplast™Solid BASIN A3 15" Nyloplast™Solid BASIN A4 15" Nyloplast™Solid BASIN A4-1 24" Nyloplast™ w/Orifice & Weir Solid INLET A4-A3 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-A3-2 30" Nyloplast™Solid Basin A4-A8 18" Nyloplast™solid Basin A4-A10 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-A15 15" Nyloplast™ Inline Drain Standard Basin A4-A14-1 8" Nyloplast™ Inline Drain Standard Basin A4-B1 COFC Area Inlet Per Detail Basin A4-B4 COFC Area Inlet Per Detail Basin A4-B5 COFC Area Inlet Per Detail Basin A4-B6 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-C3-1 8" Nyloplast™ Inline Drain Standard Basin A4-C4-1 8" Nyloplast™ Inline Drain Standard Basin A4-C5-1 8" Nyloplast™ Inline Drain Standard Basin A4-C6-1 8" Nyloplast™ Inline Drain Standard Basin A4-C7 8" Nyloplast™ Inline Drain Standard Basin A4-D2-1 8" Nyloplast™ Inline Drain Standard Basin A4-D2-3 8" Nyloplast™Standard Basin A4-D3-1 8" Nyloplast™ Inline Drain Standard Basin A4-D4-1 8" Nyloplast™ Inline Drain Standard Basin A4-D5-1 8" Nyloplast™ Inline Drain Standard Basin A4-D6 8" Nyloplast™ Inline Drain Standard Basin A4-E1-1 8" Nyloplast™ Inline Drain Standard Basin A4-E2 8" Nyloplast™Standard Basin A4-E3-1 8" Nyloplast™ Inline Drain Standard Basin A4-E4 8" Nyloplast™ Inline Drain Standard Basin A4-F2 12" Nyloplast™Standard Basin A4-F3 8" Nyloplast™Standard Basin A4-F4 8" Nyloplast™Standard Basin A4-F5 8" Nyloplast™Standard Basin A4-F6 8" Nyloplast™ Inline Drain Standard Inlet C2 Double Combination Per Detail Basin D2 24" Nyloplast™ Inline Drain Standard Basin F2 Nyloplast™ 2'x3' Steel Bar Per Detail Basin F4 Nyloplast™ 2'x3' Steel Bar Per Detail Basin G2 8" Nyloplast™Standard Basin G3 8" Nyloplast™ Inline Drain Standard Basin H2-2 12" Nyloplast™ Inline Drain Standard Basin H3 8" Nyloplast™Standard PVC ROOF DRAIN PIPE 45° MAX. GRANULAR MATERIAL CONFORMING TO CDDH #67 ROOF DRAIN WYE 90° BEND COORDINATE LOCATION OF DOWNSPOUTS PRIOR TO INSTALLATION OF TEMPORARY TWIST-OFF CAP BED WITH NATIVE COMPACTED TO 95% STANDARD PROCTOR DENSITY 2808 28 2809 28 4" 4" 2" 4" 2" 6" OUTLET PIPE FRONT VIEWSIDE VIEW CONCRETE COLLAR2807 28 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES:8" MIN4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN30" MIN12" MAX1 GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN)3"PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN4"12" MAX30" MIN36" MIN BASIN WIDTH COVER PLATE 8"SIDEWALK CHASE18" MINOVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2.ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3.AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.2" MIN8" MIN4"8"NATIVE SOIL ZONE FLAT DETAILS CONSTRUCTION DETAILSTORMWATER BIORETENTION D-53 RAIN GARDEN FLAT SURFACE AREA A A SECTION A-A SECTION B-B B B 4:1 SLOPE VARIES TO SIDEWALK CULVERT OR CURB CUT 0.5' PLAN 2' 0.5' 0.5'VARIES 0.5' 2'' NOTCH 0.5' 2' 3' 0.5' GRADE BREAK 0.5% 0.5% 0.5' 4:1 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET30 DRAINAGE DETAILSCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 2907 STORMTECH CHAMBER OUTLET MANHOLE WITH WEIR 2901 AREA INLET WEIR SUMMARY TABLE BASIN ID MH ID MH DIAMETER EVENT WEIR ELEV.HEIGHT 201 STMH A4-A2 5'WQ 5028.52 3.26 ft 202 STMH A4-A6 4'WQ 5028.52 3.41 ft WEIR SUMMARY TABLE2908 CHK'DMM/DD/YYREV.DESCRIPTION BY 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. DRAWING NUMBER: NTS JLE 8/15/13 1 OF 1 3 REV. DRAWING NAME OR NUMBER TJR 01/28/16 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H RECOMMENDED MINIMUM TRENCH WIDTHS © 2016 ADS, INC MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS** * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER **SEE BACKFILL REQUIREMENTS IN NOTE 6. NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. PIPE DIAM.MIN. TRENCH WIDTH 4"21" (100mm)(533mm) 6"23" (150mm)(584mm) 8"26" (200mm)(660mm) 10"28" (250mm)(711mm) 12"30" (300mm)(762mm) 15"34" (375mm)(864mm) 18"39" (450mm)(991mm) 24"48" (600mm)(1219mm) 30"56" (750mm)(1422mm) 36"64" (900mm)(1626mm) 42"72" (1050mm)(1829mm) 48"80" (1200mm)(2032mm) 60"96" (1500mm)(2438mm) SURFACE LIVE LOADING CONDITION PIPE DIAM.H-25 HEAVY CONSTRUCTION (75T AXLE LAOD) * 12" - 48"12" 48" (300mm - 1200mm)(305mm)(1219mm) 60"24" 60" (1500mm)(610mm)(1524mm) FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION SPRINGLINE MIN. TRENCH WIDTH (SEE TABLE) MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF PIPE DIAM. CLASS I CLASS II COMPACTED DUMPED 95%90% 4"34 16 23 16 (100mm)(10.4m)(4.9m)(7.0m)(4.9m) 6"40 19 27 19 (150mm)(12.2m)(5.8m)(8.2m)(5.8m) 8"30 14 21 14 (200mm)(9.1m)(4.3m)(6.4m)(4.3m) 10"34 16 23 16 (250mm)(10.4m)(4.9m)(7.0m)(4.9m) 12"35 17 24 17 (300mm)(10.7m)(5.2m)(7.3m)(5.2m) 15"37 18 25 18 (375mm)(11.3m)(5.5m)(7.6m)(5.5m) 18"32 15 22 15 (450mm)(9.8m)(4.6m)(6.7m)(4.6m) 24"27 13 19 13 (600mm)(8.2m)(4.0m)(5.8m)(4.0m) 30"22 11 16 11 (750mm)(6.7m)(3.4m)(4.9m)(3.4m) 36"26 12 18 12 (900mm)(7.9m)(3.7m)(5.5m)(3.7m) 42"24 11 17 11 (1050mm)(7.3m)(3.4m)(5.2m)(3.4m) 48"23 11 16 11 (1200mm)(7.0m)(3.4m)(4.9m)(3.4m) 60"26 12 18 12 (1500mm)(7.9m)(3.7m)(5.5m)(3.7m) REV E7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 9-30-99DATE CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. REV D7001-110-298DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 09-14-07DATE EBCDRAWN BY 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH SOLID COVER (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2013 NYLOPLAST 1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE 100-YR ORIFICE / WEIR STRUCTURE STORMTECH WEIR TABLE REV B7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 10-28-03DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 10-28-03 CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA -SEE ORIFICE / WEIR TABLE FOR SPECIFICATIONS. DETAIL HAS BEEN MODIFIED BY NORTHERN ENGINEERING. DETAIL IS INTENDED FOR ILLUSTRATIVE PURPOSES ONLY, BASIN DIMENSIONS TO BE PER PLAN. SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED WEIR SUMMARY TABLE WATER QUALITY STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FROM INVERT) 100-YR ORIFICE DIAMETER 100-YR ORIFICE INVERT WQ WEIR BASIN A4-A1 24" BASIN 5025.09 3.85'6"5025.09 2902 DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION 2903 DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL 2904 ADS TRENCH INSTALLATION 2906 2905 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD SUBDRAIN CLEANOUT2909 29 TYPICAL RAIN GARDEN FOREBAY2910 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONof 39REVIEW SET31 DRAINAGE DETAILSCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ADS STORMTECH DETAIL3101 ADS STORMTECH DETAIL3102 ADS STORMTECH DETAIL3103