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Home My WebLink AboutTHE SAVOY - FDP230012 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 CS1 COVER STEET1 Northern Engineering Project No. 514-003 Date: July 28, 2021 MARCH 2023 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH City of Fort Collins Benchmark 7-01 NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT. WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P. ELEV.=4941.52 City of Fort Collins Benchmark 7-07 0.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE WEST SIDE OF STRAUSS CABIN RD., ON THE NORTHWEST WINGWALL OF THE BRIDGE OVER AN IRRIGATION CANAL ON A LARIMER COUNTY CAP. ELEV.=4879.16 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the East line of Tract A, Brookfield First Replat as bearing South 01° 23' 27" West. PROJECT BENCHMARKS: THE SAVOY PROJECT TEAM: Steve Allen Henry Design Group 1501 Wazee St. Suite 1C Denver, Colorado 80202 (303) 446-2368 Milestone Development Ken Kiken 1225 17th St Unit 29 Denver, CO 80202 (303) 298-7270 Northern Engineering Services, Inc. Blaine Mathisen, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO ORIGINAL FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 CS3 EROSION CONTROL NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 5 HC1 HORIZONTAL CONTROL PLAN UTILITY SHEETS 6-7 U1-U2 UTILITY PLAN 8 SS1 SANITARY SEWER A PLAN & PROFILE GRADING SHEETS 9-12 G1-G4 GRADING PLANS 13 SUB1 STORMTECH SUBGRADE PLAN ROADWAY SHEETS 14 R1 LE FEVER DRIVE PLAN & PROFILE STORM DRAIN SHEETS 15 ST1 STORM DRAIN A PLAN & PROFILE 16 ST2 STORM DRAIN A3 & A3-1 PLAN & PROFILE 17 ST3 STORM DRAIN B PLAN & PROFILE 18 ST4 STORM DRAIN B5 & RO PLAN & PROFILE 19 ST5 STORM DRAIN C PLAN & PROFILE 20 ST6 STORM DRAIN D PLAN & PROFILE 21 ST7 STORM DRAIN D1 PLAN & PROFILE 22 ST8 STORM DRAIN D4 PLAN & PROFILE 23 ST8 STORM DRAIN E & E1 PLAN & PROFILE DETAIL SHEETS 24 D1 SANITARY SEWER DETAILS 25 D2 WATERLINE DETAILS 26-31 D3-D8 DRAINAGE DETAILS 32 D9 SITE DETAILS EROSION CONTROL SHEETS 33 EC1 INITIAL EROSION CONTROL PLAN 34 EC2 INTERIM EROSION CONTROL PLAN 35 EC3 FINAL EROSION CONTROL PLAN 36 EC4 EROSION CONTROL DETAILS DRAINAGE SHEETS 37 DR1 DRAINAGE EXHIBIT FINAL UTILITY PLANS FOR Earth Engineering Consultants, LLC "Geologic and Preliminary Geotechnical Investigation - The Savoy" Fort Collins, Colorado EEC Project No. = FC10152-115 Date: November 17, 2021 SUBSURFACE EXPLORATION BY: 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 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 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7828 ELECTRIC--------City of Fort Collins Light & Power-- Rob Irish (970) 224-6167 CABLE-------------Xfinity--------------------------------------Don Kapperman (970) 567-0245 TELECOM.--------Centurylink-------------------------------Bill Johnson (970) 490-7501 WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6339 WASTEWATER-South Fort Collins Sanitation--------TBD STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6339 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 ** The underground utility locates are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. 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: SITE I-25HARMONY ROAD ZIEGLER ROADKECHTER ROAD STRAUSS CABIN RD.Adam Kanto Kephart 2555 Walnut St Denver, Colorado 80205 (303) 832-4474 BUILDING ARCHITECT 7'7' PARK 37' ROADWAY 53' ROW (MIN.) UTIL. ESMT. 9' (MIN.) PKWY6' WALK (MIN) 4.5' INSET PARK 9' 5.5' WALK FROM  UTIL. ESMT. 8.5'PKWY 23' TRAVEL 7' PARK 7'BUMP-OUT LANDSCAPE 30' ROADWAY 53' ROW (MIN.) (MIN) WALK 5.5' UTIL. ESMT. 9' (MIN.) PKWY6' WALK (MIN) 4.5' 9' UTIL. ESMT. 8.5'PKWY 30' SETBACK (MAX) 23' TRAVEL NOTE: NO MORE THAN 3 (23' X 7') PARKING SPACES SHALL BE IN A ROW PRIOR TO LANDSCAPE BUMP-OUT BROOKFIELD DRIVE AND PRECISION DRIVE AT INSET PARKING (53' ROW MIN) BROOKFIELD DRIVE AND PRECISION DRIVE AT LANDSCAPE BUMP-OUTS (53' ROW MIN) 10' TRAVEL 8' PARK 8.5'(MIN.) PKWY 36' ROADWAY 63' ROW (MIN.) (MIN) WALK 5' UTIL. ESMT. 9' (MIN.) PKWY13.5' 9' UTIL. ESMT. CONNECTOR LOCAL STREET (63' ROW) CUSTOM TYPICAL SECTION WITH 4' OF DEDICATED ROW (73' ROW) PRECISION DRIVE BROOKFIELD DRIVE PRECISION DRIVE BROOKFIELD DRIVE LE FEVER DRIVE CINQUEFOIL LANE 7' PARK 8.5' 49.5' FL TO FL EX. 72.5' ROW UTIL. ESMT. 9' (MIN.) PKWY8.5' WALK (MIN) 5' 9' UTIL. ESMT. 5' BIKE 7' PARK 5' BIKE 12.75' TRAVEL LANE 12.75' TRAVEL LANE (MIN.) PKWY WALK 5' DEDICATED ROW4' 10' TRAVEL 8' PARK All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date SOUTH FORT COLLINS SANITATION DISTRICTCINQUEFOIL LANEROCK CREEK DR. EXISTING PROPOSED EXISTING 76.5' ROW S S S S S S S H2O S W W W W WWWTTTTT TT T T T T T T T T T T T T T TT TT T T H2OGAS GGGAS EEVAULT ELEC W W W SSSSSS8" W8" W8" W 8" W SSSSCINQUEFOIL LANE(69' WIDE R/W)V.P.12" WHC S SWWFFDCFFDC EEEG G G G GG15" SS 15" SS 15" SS E E E H2O H2O H2O H2OEEEE EEEEEEEEEWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSGGG GGCTVCTVCTVEE D D D D DD D DD D D HY DH2OVENT HY DH YDHY DHY DHY D H2O S S S S S S S S S GAS GAS GAS GAS GAS E ELEC F.O. C.O. C.O.STF.O. TF S S 9' UTILITY EASEMENT TO BE VACATED 9' UTILITY EASEMENT TO BE VACATED 9' UTILITY EASEMENT TO BE VACATED 9' UTILITY EASEMENT TO BE VACATED 20' DRAINAGE EASEMENT TO BE VACATED ±39 LF OF CURB AND GUTTER (TO BE REMOVED_ ±584 LF OF CURB AND GUTTER (TO BE REMOVED) ±540 LF OF CURB AND GUTTER (TO BE REMOVED) EXISTING BARRICADES (TO BE REMOVED) ±230 SF OF CONCRETE (TO BE REMOVED) ±245 SF OF CONCRETE (TO BE REMOVED) EXISTING STOP SIGN (TO BE RELOCATED) EXISTING STORM MANHOLE EXISTING 8" SANITARY SEWER STUB ±7 LF OF 8" SANITARY SEWER (TO BE REMOVED) EXISTING WATER STUB AND VALVE (TO BE REMOVED) EX. 50' FL-FL EX. 72' ROW EX. 30' FL-FL EX. 51' ROW EX. 30'FL-FLEX. 51' ROWEXISTING FIRE HYDRANT (TO BE RELOCATED) EXISTING GAS LINE EXISTING TELECOME LINE (TYP.) EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING STOP SIGN EXISTING SINGLE PHASE TRANSFORMER (TO BE RELOCATED TO UNDERGROUND VAULT) EX. 76' ROW EX. 50' FL-FL EX. 51' ROW EX. 30' FL-FL ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////STORM MH RIM=4904.75 INV=4897.53 (W) INV=4897.88 (S) BTM=4897.83 STORM MH RIM=4904.31 INV IN=4897.38 (N) INV OUT=4897.31 (E) BTM=4897.31 STORM MH RIM=4902.70 INV IN=4895.77 (W) INV OUT=4895.65 (E) STORM MH RIM=4900.70 INV IN=4894.59 (N) INV IN=4894.54 (W, S) INV OUT = 4894.54 (E) RIM=4901.06 24" RCP FL=4894.93 (N) RIM=4901.10 RIM=4901.18 FL=4894.95 (NW, S) STUB NW GRATE=4906.69 INV=4900.49 (E) STORM MH RIM=4907.68 INV IN=4900.28 (W) INV OUT=4900.04 (N) GRATE=4906.23 INV=4902.21 (E)GRATE=4906.36 INV=4902.08 (W) STORM MH RIM=4907.12 INV IN=4901.75 (W) INV IN=4901.88 (E) INV IN=4898.64 (S) INV OUT=4898.76 (N) STORM MH RIM=4908.77 INV IN=4897.83 (W) 24" RCP INV IN=4897.77 (S) INV OUT=4897.72 (N) EX. 56.6 LF 24" RCP @ 0.37% EX. 6" PVC SAN MH RIM=4903.79 INV IN=4891.53 (E) INV OUT=4891.15 (S) SAN MH RIM=4902.41 INV IN=4890.08 (N) INV OUT=4889.88 (S)EX. 265.1 LF 12" PVC @ 0.40%SAN MH RIM=4901.24 INV IN=4888.89 (N) INV IN=4888.84 (E) INV OUT=4888.70 (S)273.9 LF 12" PVC @ 0.36%12" PVCSAN MH RIM=4902.30 INV IN=4893.07 (S) INV OUT=4891.92 (W) SAN MH RIM=4904.34 INV IN=4890.44 (E) INV IN=4890.30 (N) INV OUT=4890.13 (W) SAN MH RIM=4904.96 INV IN=4889.82 (E) INV IN=4889.64 (W) INV IN=4889.44 (N) INV OUT=4889.07 (S)EXISTING 12" PVCEX. 6" PVCSAN MH RIM=4904.68 77.5 LF 12" PVC @ 0.4% SAN MH RIM=4908.06 INV IN=4891.57 (N) INV IN=4892.01 (E) INV OUT=4891.53 (S) 8" PVC 340.4 LF 12" PVC @ 0.61%SAN MH RIM=4908.54 INV IN=4893.58 (N) INV OUT=4893.45 (S)EX. 279.6 LF 12" PVC @ 0.67%EX. 12" PVC EX. 357.9 LF 12" DIP @ 0.41% EX. 291.70 LF 48" RCP @ 0.53%EX. 36" RCPEX. 215.3 LF 24" RCP @ 0.50%EX. 292.0 LF 48" RCP @ 0.38%EX. 215.6 LF 24" RCP @ 0.65%8" PVCPRECISION DRIVE BROOKFIELD DRIVELE FEVRE DRIVE CINQUEFOIL LANELE FEVRE DRIVE EX. 8" PVC WATERLINEEX. 12" PVC WATEREX. 8" DIP WATER LINEEX. 8" PVC WATER RIM=4901.03 BANNER HEALTH, 4700 LADY MOON DR, FORT COLLINS BSP VIBE LLC, 3701 LE FEVER DR, FORT COLLINS IMAGO ENTERPRISES INC, 4710 CINQUEFOIL LN, FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 24, 3902 PRECISION DR 6A-6E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 25, 4914 BROOKFIELD DR 5A-5E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 29, 4862 BROOKFIELD DR 3A-3E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 28, 3903 LE FEVER DR 1A-1E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 26, 4902 BROOKFIELD DR 4A-4H FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 21, 3839 PRECISION DR14A-14E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 22, 3839 PRECISION DR 8A-8E FORT COLLINS MOUNTAIN VIEW TERRA VIDA LLC, 3707 PRECISION DR, FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 10, 3903 PRECISION DR A-E FORT COLLINS VARIOUS OWNERS, 3827 PRECISION DR A-F FORT COLLINS VARIOUS OWNERS, 3815 PRECISION DR A-F FORT COLLINS EX. 8" DIP WATER LINE EX. 42" RCP 38"X60" ELLIP. RCPEX. 8" DIP WATERLINEEXISTING GAS STUB (TO BE REMOVED) EXISTING GAS STUB (TO BE REMOVED) EX. 36" RCP STUB (CONTRACTOR TO LOCATE PRIOR TO RAIN GARDEN INSTALLATION)//////////////////////EX. 48" RCP EX. 42" RCP ±50 LF OF 36" RCP (TO BE REMOVED)///////// ±15 LF OF 6" PVC FIRE LINE (TO BE REMOVED) EXISTING SAN MH (TO BE REMOVED) EXISTING SAN MH (TO BE REMOVED) KEYMAP 24' SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 EX1 DEMOLITION PLANEXISTING CONDITIONS &4 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 ) 0 1 INCH = 40 FEET 40 40 80 120 EX1 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC 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.CONTRACTOR TO VERIFY SANITARY STUB LOCATION AND INVERT ELEVATIONS. Northern Engineering Project No. 514-003 Date: July 28, 2021 APPROXIMATE LIMITS OF CONCRETE REMOVAL EXISTING EASEMENT TO BE VACATED EXISTING RIGHT-OF-WAY EXISTING CURB & GUTTER TO BE REMOVED /////////////////////////////// EXISTING GAS METER F.O.EXISTING FIBER OPTIC VAULT EEXISTING ELECTRIC MANHOLE DEXISTING STORM MANHOLE SEXISTING SANITARY SEWER MANHOLE EXISTING STORM INLET EXISTING WATER VALVE BUILDING 2 BUILDING 4BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 TFTFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSW EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE ETFTFW 6" W6" W6" W6" W6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SSWSISSSG GEEEEEE ELEC ELEC FWF EE E E EEEEEE EEEEEEEE E EEGGEFWUDUDUDMONITORIN G WE L L TRAFFIC R AT E D FWS12" WEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS G G GD D H2OV EN THY DHY DS S S S GAS UNPLATTED PARCEL K - HARMONY TECHNOLOGY PARK OWNER: IMAGO ENTERPRISES INC. 155.18 LF 6" PVC S00°30'58"W STORM DRAIN D SEE SHEET ST6 STORM DRAIN A SEE SHEET ST1 EXISTING FIRE HYDRANT RELOCATED FIRE HYDRANT INLET (TYP.) INLET INLET EXISTING FIRE HYDRANT (TYP.) EXISTING 8" STUB TO BE USED AS SANITARY SERVICE CONNECTION EX. INLET GRATE: 4906.23 INV OUT: 4902.21 (E) EX. INLET GRATE: 4906.36 INV OUT: 4902.08 (W) EX. STORM MH RIM=4907.68 INV IN=4900.28 (W) INV OUT=4900.04 (N) EX. STORM MH RIM=4907.12 INV IN=4901.75 (W) INV IN=4901.88 (E) INV IN=4898.64 (S) INV OUT=4898.76 (N) EX. STORM MH RIM=4908.77 INV IN=4897.83 (W) 24" RCP INV IN=4897.77 (S) INV OUT=4897.72 (N) EX. 24" RCP @ 0.37% EX. 6" PVC EX. SAN MH RIM=4903.79 INV IN=4891.53 (E) INV OUT=4891.15 (S)EX. 12" PVC @ 0.40%EX. SAN MH RIM=4908.06 INV IN=4891.57 (N) INV IN=4892.01 (E) INV OUT=4891.53 (S) EX. SAN MH RIM=4908.54 INV IN=4893.58 (N) INV OUT=4893.45 (S)EX. 12" PVC @ 0.67%EX. 215.3 LF 24" RCP @ 0.50%EX. 12" PVC WATEREX. 8" PVC WATERTIE PROPOSED GAS LINE INTO EXISTING GAS LINE EX. 8" PVC 8"x6" TEE 1 - 8" G.V. (E) 1 - 6" G.V. (S) N:106427.36 E:214517.00 2" WATER SERVICE TAP N:106272.61 E:214467.35 6" FIRE SERVICE 1 - 6" GV N:106426.13 E:214714.98 1" IRRIGATION METER AND CURB STOP N:106239.58 E:214584.99 2" WATER SERVICE TAP N:106370.66 E:214516.49 6" FIRE SERVICE 1 - 6" GV N:106100.62 E:214137.36 24' UTILITY AND EMERGENCY ACCESS EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT2" WATER SERVICE TAP N:106426.10 E:214719.98 2" WATER SERVICE TAP N:106429.51 E:214371.32 6" FIRE SERVICE 1 - 6" GV N:106429.43 E:214376.32 6"X6" TEE 2 - 6" GV (W &E) N:106272.18 E:214515.60 6" TO 1" REDUCER 90° BEND N:106271.60 E:214585.27TRANSFORMER 30' EMERGENCY ACCESS AND UTILITY EASEMENT LANDSCAPE DRAIN (TYP.) TIE IN TO EXISTING SANITARY SEWER 90° BEND 6" FIRE SERVICE 1 - 6" GV N:106272.66 E:214462.35 STORM DRAIN (TO BE USED FOR ROOF DRAIN CONNECTIONS) UTILITY AND DRAINAGE EASEMENT STORM DRAIN E SEE SHEET ST9 24 MC-7200 STORMTECH CHAMBERS 20' UTILITY AND DRAINAGE EASEMENT 10' UTILITY EASEMENT 10' UE ELECTRIC VAULT ELECTRIC VAULT 6" FIRE SERVICE 1 - 6" GV N:106425.46 E:214809.21 2" WATER SERVICE TAP N:106389.27 E:214870.65 STORM DRAIN D4 SEE SHEET ST8 SANITARY SEWER A SEE SHEET SS1 STORM DRAIN E1 SEE SHEET ST9 STORM DRAIN A3 SEE SHEET ST2 STORM DRAIN A3-1 SEE SHEET ST2 10' SEPARATION 10' UTILITY EASEMENT 45° BEND N:106107.81 E:214207.12 45° BEND N:106391.76 E:214375.69 45° BEND N:106386.84 E:214370.61 4.33 LF 6" PVC N01°32'37"W 37.68 LF 6" PVC S00°56'59"W 7.07 LF 6" PVC S45°56'59"W 4.37 LF 6" PVC N89°03'01"W 37.68 LF 2" TYPE K COPPER S00°56'59"W 3.14 LF 2" TYPE K COPPER R=2.00' 2.37 LF 2" TYPE K COPPER N89°03'01"W 40.36 LF 2" TYPE K COPPER S00°30'53"W 4.71 LF 2" TYPE K COPPER R=3.00' 2.15 LF 2" TYPE K COPPER N89°29'07"W 53.25 LF 6" PVC S89°28'11"E 69.67 LF 6" PVC S89°31'22"E 42.92 LF 6" PVC S00°30'53"W 42.92 LF 2" TYPE K COPPER S00°30'53"W 38.15 LF 6" PVC S00°30'53"W2" METER PIT AND CURB STOP N:106394.28 E:214370.73 2" METER PIT AND CURB STOP N:106391.14 E:214719.68 10' UTILITY EASEMENT 44.38 LF @ 2% 8" PVC N89°29'07"W72.71 LF @ 2% 8" PVCS00°30'53"W16.87 LF @ 2% 8" PVC S89°29'07"E 42.49 LF @ 2% 8" PVC N89°29'02"W44.09 LF @ 2% 8" PVCS00°30'58"W4.01 LF @ 2% 8" PVC N88°27'23"E 52.59 LF 2" TYPE K COPPER N89°29'02"W 2" METER PIT AND CURB STOP N:106370.88 E:214492.49 TRANSFORMER TRANSFORMER UTILITY EASEMENT 90° BEND N:106366.69 E:214413.37 SAND OIL SEPARATOR N:106366.66 E:214416.37 31.45 LF 6" PVC S00°58'39"W 59.05 LF 2" TYPE K COPPER N88°23'42"W 35.46 LF @ 2% 8" PVC N88°27'23"E 45° BEND N:106139.59 E:214397.70 45° BEND N:106149.32 E:214387.43 14.14 LF @ 2% 8" PVC S46°32'37"E 144.07 LF @ 2% 8" PVC S01°15'29"E62.46 LF @ 2% 8" PVCS00°30'10"W24' UTILITY & EMERGENCY ACCESS EASEMENT FIRE HYDRANT ASSEMBLY 8"X6" TEE 1 - 6" GV (S) N:106427.19 E:214543.98 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 U1 UTILITY PLAN6 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 8" SS 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 WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM 5' OF COVER MEASURED FROM FINISHED GRADE TO TOP OF PIPE. 5.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. 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 2" UNLESS OTHERWISE NOTED. ALL METER PITS AND CURB STOPS SHALL BE IN A 10' WIDE EASEMENT. 11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED. 12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO RESPECTIVE PLANS FOR DESIGN AND DETAILS. EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE 8" W 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 ST W SS PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED UNDERDRAIN UD PROPOSED GAS G PROPOSED ELECTRIC E EXISTING ELECTRIC E FPROPOSED FIRE SERVICE PROPOSED GAS METER PROPOSED ELECTRIC METER IPROPOSED IRRIGATION SERVICE All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date SOUTH FORT COLLINS SANITATION DISTRICT KEYMAP 24' ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 U1 MATCH LINE - SEE SHEET U2 BUILDING 5BUILDING 6BUILDING 7TFGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GGGGGGGGGS S S UDW E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E TFWTFGTFTFE EVE SE E E E E E E G G G G G G G G GEEEEW F FWFF EEEEE EE GGWFS S S H2O S W WWWWWWWWTTTTTTTTTT T TT T T T T T T T T T T T T T T T T T T TT TT T T GAS GGGGGAS EEEVAULT ELEC SSSSSSSSSSSSSS8" W8" W8" W8" W8" W8" WSSSSSSV.P. S EEEEG G G G G GGGGGGH2OEEEEE EEEEWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGCTVCTV CTV CTV EE E D D DD D DD D DHYD HY DHY DS S S S S S GAS E ELEC F.O. C.O. C.O. F.O. PRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANEMORNINGSIDE VILLAGE CONDOS SUPP 21, 3839 PRECISION DR14A-14E FORT COLLINSMORNINGSIDE VILLAGE CONDOS SUPP 22, 3839 PRECISION DR 8A-8E FORT COLLINS VARIOUS OWNERS, 3815 PRECISION DR A-F FORT COLLINS STORM DRAIN B SEE SHEET ST3 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT GAS LINE RAIN GARDEN RELOCATED TRANSFORMER TO BELOW GROUND VAULT EX. 15' TYPE R RIM: 4901.18 INV OUT: 4894.95 (S) INV IN: 4894.95 (NW) EX. STORM MH RIM=4904.31 INV IN=4897.38 (N) INV OUT=4897.31 (E) BTM=4897.31 EX. STORM MH RIM=4902.70 INV IN=4895.77 (W) INV OUT=4895.65 (E) EX. STORM MH RIM=4900.70 INV=4894.59 (N) INV=4894.54 (W, E, S) EX. STORM MH RIM=4907.68 INV IN=4900.28 (W) INV OUT=4900.04 (N)EX. 24" RCP @ 0.37% EX. SAN MH RIM=4902.41 INV IN=4890.08 (N) INV OUT=4889.88 (S) EX. SAN MH RIM=4901.24 INV IN=4888.89 (N) INV IN=4888.84 (E) INV OUT=4888.70 (S)EX. 12" PVC @ 0.36%EX. 12" PVCEX. SAN MH RIM=4902.30 INV IN=4893.07 (S) INV OUT=4891.92 (W) EX. SAN MH RIM=4904.34 INV IN=4890.44 (E) INV IN=4890.30 (N) INV OUT=4890.13 (W) EX. SAN MH RIM=4904.96 INV IN=4889.82 (E) INV IN=4889.64 (W) INV IN=4889.44 (N) INV OUT=4889.07 (S)EX. 12" PVCEX. 12" PVC @ 0.61%EX. 12" PVC EX. 12" DIP @ 0.41% EX. 48" RCP @ 0.53% EX. 48" RCP @ 0.38% EX. 8" PVC WATER EX. 8" PVC WATER EX. 15' TYPE R RIM: 4901.06 INV: 4894.93 (N) EX. 42" RCP 38"X60" ELLIP. RCP DRAINAGE EASEMENT TIE PROPOSED GAS LINE INTO EXISTING GAS LINE 2" WATER SERVICE TAP N:105837.81 E:214344.12 6" FIRE SERVICE 1 - 6" GV N:105837.99 E:214339.12EX. 12" PVCEX. 48" RCP EX. 36" RCP (CONTRACTOR TO LOCATE PRIOR TO RAIN GARDEN INSTALLATION) 2" WATER SERVICE TAP N:106071.70 E:214862.41 6" FIRE SERVICE 1 - 6" GV N:106076.70 E:214862.52 EXISTING 8" STUB TO BE USED AS SANITARY SERVICE CONNECTION EX. STORM MH RIM=4904.75 INV IN=4897.83 (W) INV OUT=4897.88 (S) BTM=4897.83 6" FIRE SERVICE 1 - 6" GV N:106100.62 E:214137.36 6" FIRE SERVICE 1 - 6" GV N:106062.34 E:214138.56 2" WATER SERVICE TAP N:106057.34 E:214138.72 DRAINAGE EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 2" WATER SERVICE TAP N:106095.62 E:214137.52 INLET (TYP.) LANDSCAPE DRAIN (TYP.) LANDSCAPE DRAIN (TYP.) 10' UTILITY EASEMENT 24' EMERGENCY ACCESS EASEMENT EXISTING STREET LIGHT (TYP.) STREET LIGHT STREET LIGHT 2" WATER SERVICE TAP N:105832.83 E:214534.23 6" FIRE SERVICE 1 - 6" GV N:105832.95 E:214529.23 STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN B5 SEE SHEET ST4 STORM DRAIN RO SEE SHEET ST4 STORM DRAIN C SEE SHEET ST5 15.75' UTILITY AND DRAINAGE EASEMENT 45° BEND N:106083.11 E:214801.16 45° BEND N:106078.00 E:214806.03 45° BEND N:106102.65 E:214202.25 45° BEND N:106107.81 E:214207.12 45° BEND N:106059.64 E:214212.20 45° BEND N:106064.48 E:214207.07 45° BEND N:105876.58 E:214535.30 45° BEND N:105871.71 E:214530.18 45° BEND N:105880.70 E:214345.04 45° BEND N:105875.81 E:214339.93 2" METER PIT AND CURB STOP N:106072.88 E:214810.97 59.50 LF 2" TYPE K COPPER N88°40'51"W 7.86 LF 2" TYPE K COPPER R=5.00' 17.72 LF 2" TYPE K COPPER N01°23'27"E 56.50 LF 6" PVC N88°40'51"W 7.07 LF 6" PVC N43°38'42"W 12.73 LF 6" PVC N01°23'27"E 38.76 LF 6" PVC N01°23'27"E 7.07 LF 6" PVC N46°23'27"E 5.00 LF 6" PVC S88°36'33"E 37.77 LF 2" TYPE K COPPER N01°23'27"E 4.71 LF 2" TYPE K COPPER R=3.00' 2.00 LF 2" TYPE K COPPER S88°36'33"E 2" METER PIT AND CURB STOP N:105864.06 E:214534.98 VARIOUS OWNERS, 3827 PRECISION DR A-F FORT COLLINS 67.50 LF 2" TYPE K COPPER N88°12'13"E 4.73 LF 2" TYPE K COPPER R=3.00' 3.40 LF 2" TYPE K COPPER S01°32'37"E 69.91 LF 2" TYPE K COPPER N88°12'13"E 4.70 LF 2" TYPE K COPPER R=3.00' 11.33 LF 2" TYPE K COPPER N01°32'37"W64.92 LF 6" PVC N88°12'13"E 7.09 LF 6" PVC N43°19'48"E 4.33 LF 6" PVC N01°32'37"W 68.54 LF 6" PVC N88°12'13"E 7.06 LF 6" PVC S46°40'12"E 6.42 LF 6" PVC S01°32'37"E 2" METER PIT AND CURB STOP N:106059.42 E:214204.92 2" METER PIT AND CURB STOP N:106097.67 E:214203.89 2" METER PIT AND CURB STOP N:105868.67 E:214344.78 44.06 LF @ 2% 8" PVC N01°23'27"E 43.04 LF @ 2% 8" PVC N01°23'27"E 45.63 LF @ 2% 8" PVC N88°46'16"W 13.27 LF @ 2% 8" PVC N00°18'44"E TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER 10' UTILITY EASEMENTUTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT 34.90 LF 2" TYPE K COPPER N01°14'05"E 7.85 LF 2" TYPE K COPPER R=5.00' 12.38 LF 2" TYPE K COPPER S88°45'55"E 37.90 LF 6" PVC N01°14'05"E 7.07 LF 6" PVC N46°14'05"E 17.38 LF 6" PVC S88°45'55"E 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 U2 UTILITY PLAN7 NORTH 8" SS 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 WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM 5' OF COVER MEASURED FROM FINISHED GRADE TO TOP OF PIPE. 5.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. 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 2" UNLESS OTHERWISE NOTED. ALL METER PITS AND CURB STOPS SHALL BE IN A 10' WIDE EASEMENT. 11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED. 12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO RESPECTIVE PLANS FOR DESIGN AND DETAILS. EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE 8" W 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 ST W SS PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED UNDERDRAIN UD PROPOSED GAS G PROPOSED ELECTRIC E EXISTING ELECTRIC E FPROPOSED FIRE SERVICE PROPOSED GAS METER PROPOSED ELECTRIC METER IPROPOSED IRRIGATION SERVICE All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date SOUTH FORT COLLINS SANITATION DISTRICT KEYMAP 24' ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 U2 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 U1 S S S W W W W W W W W HC VAN HC S S W WIR F FDCF FDCH2O H2OEEEE EEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST STSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS G D D D H2O VEN THY DHY DS S S S GAS GAS GAS BUILDING 2 BUILDING 4BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 TFTFTFGGGGGGGGGGGGGGGGGGGGGGGGGGSSEEEEEEEEEEEEEEEEEEEEEEEEEEEETFTFTFTF 6" W6" W6" W 6" W 8" SS 8" SS 8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SSSSSSSG E E E E G G G G GEEE ELEC ELEC EEE E EEEEEEEE EEGUDMONITO R I NG WE L L TRAFFIC R A TE D 63' R.O.W 53' R.O.W 36' - 30' FL-FL 53' R.O.W 30' FL-FL 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS AND UTILITY EASEMENT 24' EMERGENCY ACCESS AND UTILITY EASEMENT 10' UTILITY EASEMENT 20' DRAINAGE EASEMENT 10' UE 10' UE 10' UE 8' UE 24' EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT 24 MC-7200 STORMTECH CHAMBERS EX. 6" PVC EX. 12" PVC @ 0.40%EX. 12" PVC @ 0.67%EX. 215.3 LF 24" RCP @ 0.50%EX. 12" PVC WATEREX. 8" PVC WATER9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENTBROOKFIELD DRIVELE FEVER DRIVE UNPLATTED PARCEL K - HARMONY TECHNOLOGY PARK OWNER: IMAGO ENTERPRISES INC. BSP VIBE LLC, 3701 LE FEVER DR, FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 29, 4862 BROOKFIELD DR 3A-3E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 28, 3903 LE FEVER DR 1A-1E FORT COLLINS EX-SSMH A CONNECT TO EXISTING SANITARY MANHOLE STA 10+00.00 N: 106442.25 E: 214138.47 SSMH A3 STA 16+36.46 N: 106293.36 E: 214384.27 SSMH A2 STA 15+14.94 N: 106292.27 E: 214505.78 SSMH A1 STA 13+68.65 N: 106438.56 E: 214507.10 368.65 LF 8" PVC @ 0.50%146.29 LF 8" PVC @ 0.50%121.52 LF 8" PVC @ 0.50%STORM DRAIN D SEE SHEET ST6 STORM DRAIN D4 SEE SHEET ST8 SANITARY SERVICE (TYP.)144.07 LF 8" PVC @ 2.00%14.14 LF 8" PVC @ 2.00% 35.46 LF 8" PVC @ 2.00% SANITARY STUB A6 STA 18+30.13 N: 106140.55 E: 214433.14 45° BEND A5 STA 17+94.68 N: 106139.59 E: 214397.70 45° BEND A4 STA 17+80.53 N: 106149.32 E: 214387.43 STORM DRAIN D SEE SHEET ST6 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50EX-SSMH ACONNECT TO EXISTINGSANITARY MANHOLESTA 10+00.00RIM 4908.5±INV. IN 4893.58 (E)INV. IN 4893.58 (N)INV. OUT 4893.45 (S)368.65 LF 8" PVC @ 0.50%SSMH A1STA 13+68.65RIM 4905.6±INV. IN 4895.52 (S)INV. OUT 4895.42 (W)146.29 LF 8" PVC @ 0.50%SSMH A2STA 15+14.94RIM 4905.9±INV. IN 4896.35 (W)INV. OUT 4896.25 (N)121.52 LF 8" PVC @ 0.50%SSMH A3STA 16+36.46RIM 4906.7±INV. IN 4897.06 (S)INV. OUT 4896.96 (E)EXISTING GROUND PROPOSED GROUND 18" 26"SANITARY STUB A6STA 18+30.13RIM 4901.7±INV. OUT 4900.94 (W)35.46 LF 8" PVC @ 2.00%45° BEND A5STA 17+94.68RIM 4900.9±INV. IN 4900.23 (E)INV. OUT 4900.23 (NW)14.14 LF 8" PVC @ 2.00%45° BEND A4STA 17+80.53RIM 4900.7±INV. IN 4899.94 (SE)INV. OUT 4899.94 (N)144.07 LF 8 " P V C @ 2 . 0 0 % 12" HDPE STORM STA.=17+59.03 INV.=4902.43 24" HDPE STORM STA.=16+46.46 INV.=4899.46 31" 8" PVC WATER STA.=13+78.20 TOP=4899.58 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 SS1 PLAN & PROFILESANITARY LINE A8 PROFILE SCALE: SANITARY LINE A 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 ) 0 1 INCH = 50 FEET 50 50 100 150 KEYMAP 8" SS 8" W 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 SOUTH FORT COLLINS SANITATION DISTRICT, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" 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 FPROPOSED FIRE SERVICE SS1 / / / / / / / / BUILDING 2 BUILDING 4BUILDING 3UD UD UD UDMONITOR ING WE LLTRAFFIC RA TED BROOKFIELD DRIVELE FEVER DRIVE SEE SHEET R1 36' FL-FL 63' ROW DURING CLOGGED CONDITION THIS INLET WILL OVERTOP AND FLOW EAST IN LE FEVER AND TURN THE CORNER AT BROOKFIELD AND AND DISCHARGE NORTH INTO THE EXISTING FIELD. DURING CLOGGED CONDITION THIS INLET WILL OVERTOP AND FLOW EAST IN LE FEVER AND TURN THE CORNER AT BROOKFIELD AND FLOW SOUTH TO EXISTING INLET AT NORTHWEST CORNER OF BROOKFIELD AND PRECISION. 9' UTILITY EASEMENT 9' UTILITY EASEMENT2.2% 2.2% 3.1% 2.5% 4. 2 %2. 7%2.5%2.5%2.4%3.0%4. 5%3.1%8.6%2.2%2.1%2.1%7.5% 10:1 0.0% 0.0% 3. 8 % 6.1 %1.2%5.5% 8.1% 5.9%5.5%12.8%12.5%6.2%4.0% 1.7% 3.1% 5.0%1.3%1.8%0.6% 1.0% 1.9%0.9%1.8%1.5%0.9%0.7%0.5%0.5%0.5%0.6%0.9%0.6% 1.0%2.4%24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS AND UTILITY EASEMENT DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 2.1% 2.1% 2.2 % 10' UTILITY EASEMENT 10' UE 10' UE 6.576.55 6.40 6.3 6 6.15 6.125.775.8 4 5.49 5.492.944.323.513.313.613.893.583.663.883.7 9 5.645.646.18 6.1 8 6.186. 1 86.626.626.626.626.626.626.246.686.626.166.266.766.76 6.264.9 94.033.794.313.935.8 7 5.346.165.515.976.836.176.226.957.027.286.747.056.476.436.077.236.456.45 6.546.455.86 6.046. 2 7 5.785. 5 7 5.385.365.535.7 8 5.455.01 5.08 5. 3 1 6.244.985.605.173.913. 8 8 3.70 4.824.996.016.016.016.745.395.205.045.11 6.76 6.7 6 6.266.265. 0 95.304.755.786.055.39 5.776.256.415.395.95 6.055.5 7 4.724.794. 4 7 3.75 3.7 94.794.00 4.03 4.774.234.364.973.82 3.09 3.003.663.332.6 1 2. 5 43.192. 8 5 2.135.595.785.775.705.672.09 FFE=6.68 FFE=5.495.744.63 5.704. 2 4 4.113.683.64 3.39 3.246.075. 7 4 3.71 3.643.383.31 3.9 7 3.293.522.7 7 3.002.312.82 6.50 6.626.336.20 6. 6 2 5.015.334.886.884. 8 9 4.607.317.316.23 7. 3 97.397.257.20 FFE=7.39 4.43FFE=7.12 5.55 4.83 3.27 3.1 1 2.78 2.30 2.6 46.394.754.795.075.116.736.7 3 7.126. 7 3 4.606.736.7 34.594.964.995.065.086.746.746.686.686.54 6.327.397.397.277.267.257.393.234.364. 9 9 4.994.864.72 4.825.064.86 5.60 5.78 3.145.685. 0 95.093.905. 1 3 5.79 FFE=7.39 53' ROW 30' FL-FL STORM DRAIN A SEE SHEET ST1 STORM DRAIN E SEE SHEET ST9 STORM DRAIN E1 SEE SHEET ST9 STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN A3 SEE SHEET ST2 STORM DRAIN A3-1 SEE SHEET ST2 6.26 6.000.5%1.4%6.68 6.68 3.76 3.73 6.68 6.68 3.92 3.96 4 - 7"/11" RISERS 4 - 7"/11" RISERS 2 - 7"/11" RISERS 3 - 7"/11" RISERS 3 - 7"/11" RISERS6.356.306.390.9%5.495.493. 0 73.105. 4 95.492.902.930.6%2.4%2.4%2.5%3. 9 % 4. 1 %3.0%3.2% 3.1% 5.1% 3.1% 2.6%6.213 - 7"/11" RISERS 3 - 8"/11" RISERS 4 - 7"/11" RISERS 3.7 16.876.807.117.146.136.306.256.306.135.816.256.086.025.395.744.963.984.034.124.244. 4 44.804. 5 2 4.886.186.136.195. 1 2 4. 9 5 5. 6 3 5.38SWALE SWALE 4.46SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 G2 GRADING PLAN10 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 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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE, RAMP TYPE, ETC. 6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED UTILITY INFRASTRUCTURE SIZING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: ST EXISTING CURB & GUTTER KEYMAP 24'MATCH LINE - SEE SHEET G1MATCH LINE - SEE SHEET G4 G1 G3 G4 G2 VAULT ELEC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTD DD D DDSTBUILDING 4BUILDING 5 UDPRECISION DRIVE BROOKFIELD DRIVETRASH ENCLOSURE (SEE ARCHITECT PLANS) INLET DRAINAGE EASEMENT 53' R.O.W 30' FL-FL 53' R.O.W 30' FL-FL RAIN GARDEN (FLAT BOTTOM AREA) FOREBAY SIDEWALK CHASE 9' UTILITY EASEMENT9' UTILITY EASEMENT 3.3% 3.3 % 5.9 % 3.1% 2.8%5.5% 2.1% 2.5%2.6%2.8%2.1%11.2%2.2% 2.1% 2.2 %2.1%2.1%2.1%2.0%2.1%7. 4 %28:127:133:110:128:11.9%1.7%0.9%9.1%6.0%0.7% 3.1% 5.0%5:18:1 1.8% 1.1% 0.6%0.3%1.7%1.5%1.1%0.7%0.6%0.4% 0.6% 0.6%0.4%0.4%0.5%SWALE 24' EMERGENCY ACCESS EASEMENT 5.49 5.492. 9 4 4.324.63 4.39 4.413. 3 2 3.363.383.423.693. 7 3 6. 3 5 6.10 6.055.876.3 5 6.225.745.58 5.683.773.773.773. 7 7 3.77 3.77 3. 3 0 3. 0 5 2. 9 7 2.90 3.61 1.801.731.451.451. 8 8 1.9 1 1. 8 5 1. 4 0 2. 0 2 2.122. 6 02.652. 8 9 3.52 3.042.71 2. 8 3 2.41 1.464.712.37 2.25 2.98 2. 7 92.572.542.744.003.5 9 4. 2 5 3.513.316.576.506.526.476. 3 6 5.86 5.726.545.505.606.086.244.824.434.9 94.033. 7 9 5.006.696.69 2.852.138.468.227. 5 7 7.387.267. 2 67.387. 6 1 6.52 2.253. 1 4 3.037.054.884.423.924.47 4.474. 0 9 4.594.704.865.017. 2 0 7.3 1 8. 4 6 7.157.2 0 7. 3 1 5.014.864.704. 6 0 4.294.052.783. 0 1 3.47 5.775.084.82 5. 0 5 4.043.913.723. 8 9 4.094.204.05 4.663.974.533.784.504.133. 6 4 4.241.771.902.282.221.85 1.141.821.47 (0.88)(0.86)1.651.371.442. 1 7 1.942.021.1 1 1.171. 2 2 1.2897.4797.6297.47 97.4797.47 97. 4 797.4797.47 97.47 1.623.27 3.683.593.202.912. 6 0 2.363.074.212.09 2.751.841.771.532.65FFE=5.49 3.901.832.232.411.39 1.264.113.24 2. 4 2 2.40(0.62)(0.71)(0 . 7 9 ) (0. 8 4 )3.613. 6 1 3. 6 0 3.002. 3 1 1.621.782.82 4.00 5.055.8 3 5.255.552.782.474.3 4 4.022.943. 0 74.60FFE=4.27 8.22 7.1 5 3.112.982.814.18 2.9 1 3.01 2.80 6.09 2.30 2.2 0 2.01 1.8 8 1.70 1.220.92 1.471.051.622.042. 3 6 2.193.764.644.04 4.637.277.267.257.29 7.85 8.3 0 8.30 8.09 8. 0 9 6.586.406.526. 4 1 2.59 2.36 2.142.392.624.27 4. 2 7 4.274.274.274.274.274.27 3.683.923.863.684.274. 2 7 3.68 3.863.924.564.56 4.27 4.275.05 5.05 4.274. 2 77.357.35 5.054.567.3 5 7.354.563. 5 3 3. 2 1 97.474.07 2.29 2.28 4.52 4.73 4.814.134.004.024.06 4.08 4.353.78 4.133.853.514.752.433.11 3. 6 3 4. 6 44.624.624.705.014.123.813. 5 5 3. 8 3 4. 0 7 2.674.4 0 4.4 0 4.1 3 4.574.0 43.234.364. 9 9 4.664.534.604.423.983.833.147.05 3. 0 43.393.90FFE=7.39 STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN B5 SEE SHEET ST4 STORM DRAIN RO SEE SHEET ST4 STORM DRAIN C SEE SHEET ST5 3 - 7"/11" RISERS 3 - 7"/11" RISERS 2 - 8"/11" RISERS 2 - 7"/11" RISERS 3 - 8"/11" RISERS 4 - 8"/11" RISERS 5. 4 9 3.075.495.492.902.936.0 2 0.6%4.524.215.495.495.495.492.6%7. 6%8.6%4.432.321. 9 8 5. 1 % 5.0% 3.3% 3.3 %2.3%2.3% 2.1% 3.6%2.2%1.8%8.0%2.7%2.8%2.8%2.1%3.1% 5.1% 3.1% 2.6% 3.0 %3.162.002.5 7 2.642.793.053.10 99.1799.8099.601.98 1.56 99.3799.533.393.674.824.612.77 97.47 97.4798.4798.4798.47 9 8 . 4 7 98.4798.4798.4798.4798.4798.4798.472.072.22 3.49 4.20 4.20 3.98 3.98 3.91 3.69 4.20 3.75 3.61 3.744.13 4.08 3.05 3.11 4.55 2 - 7"/11" RISERS 1 - 7"/11" RISERS 4.63 4.58 4.457.397. 3 9 7. 0 4 3.922. 9 9 3. 8 0 2.866.911. 3 3 LANDSCAPING WALL (SEE LANDSCAPING PLANS FOR ADDITIONAL DETAILS) SWALE SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 G4 GRADING PLAN12 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 KEYMAP 24' 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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE, RAMP TYPE, ETC. 6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED UTILITY INFRASTRUCTURE SIZING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: ST EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G2 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST BUILDING 2 EE TFTF6" W 6" W 6" W 6" W E EEISEEEEEEEEEEEE EEEEEEUDUDUDUDUDUDUDUDUDMONITOR ING WELLTRAFFIC RATED 6.75 LF 36" HDPE @ 1.05% STORM DRAIN A SEE SHEET ST1 24 STORMTECH MC-7200 CHAMBERS (ISOLATOR ROWS) INSPECTION PORT (TYP.) STORM DRAIN D2 SEE SHEET ST6 24' UTILITY AND EA EASMENT 90.23 LF 6" HDPE @ 0.20% STORMTECH MONITORING WELL INV. OUT=4893.83 (E) FG =4894.42 4.75 LF 36" HDPE @ 1.05% TEE UNDERDRAIN (36''x6'') INV. IN=4892.15 (S) INV. IN=4893.65 (W) INV. OUT=4892.15 (N) FG =4895.58 STMH WEIR A6 INV. IN=4894.46 (S) INV. IN=4894.46 (W) INV. OUT=4892.20 (N) FG =4905.19 8.25 LF 36" HDPE @ 0.25% STMH A7 INV. IN=4894.58 (S) INV. OUT=4894.48 (N) FG =4904.9993.80SG93.85SG92.10SG92.05SG5.765.384.885.32STORM DRAIN D SEE SHEET ST6 STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN E SEE SHEET ST9 STORM DRAIN F SEE SHEET ST9 1.8% 1.8% 1.8% 1.8% UTILITY AND DRAINAGE EASEMENT 20' UTILITY AND DRAINAGE EASEMENT SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 KEYMAP SUB1SUBGRADE PLAN13 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SUBGRADE 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.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED UTILITY INFRASTRUCTURE SIZING. 5.PRIOR TO INSTALLATION OF STORMTECH CHAMBERS CONTRACTOR TO NOTIFY ENGINEER OF RECORD SO THAT A PRE-CON MEETING CAN BE HELD. 6.FOR ADDITIONAL CLARIFICATION ON STORMTECH SYSTEM REFER TO DETAIL SHEETS. NOTES: PROPOSED STORM INLET 2.0% 47.45 SUBGRADE SPOT ELEVATION 33.43 PROPOSED RIGHT OF WAY LEGEND: ST EXISTING CURB & GUTTER SG NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SS1 BUILDING 2SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 UD UDMONITO R I NG WE L L TRAFFIC R AT E DWFFDCEESTSTSTSTSTD LE FEVER DRIVE CINQUEFOIL LANEBROOKFIELD DRIVE5' SIDEWALK 5' SIDEWALK STORM INLET 8' CROSSPAN 30" VERTICAL CURB & GUTTER 36' FL-FL 63' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT5' SIDEWALKR20' R20' R20' R20' EXISTING 8' CROSSPAN 30' FL-FL EX. 53' ROW EX. 51' ROW EX. 30' FL-FL 63' ROW 36' FL-FLEX. 76' ROWEX. 50' FL-FLEX. 50' FL-FL 76' ROW 9' UTILITY EASEMENT STREET LIGHT 24' EMERGENCY ACCESS AND UTILITY EASEMENT R20'R20' STOP SIGN STOP SIGN STREET LIGHT STORM DRAIN A SEE SHEET ST1 STORM DRAIN A3 SEE SHEET ST2 STORM DRAIN A3-1 SEE SHEET ST2 PROPOSED 10' OFF-SITE EASEMENT BY SEPARATE DOCUMENT 7.748.10 8.47 8.688.218.174.47 5.00 4.461.0%1.9%2.2%1.5% (8 . 2 1 ) (8 . 0 5 ) (7. 8 6 )(7.63) (7 . 6 0 ) (4 . 2 5 )7.882.3%2.3%4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1.50% 0.50% -1.30% -0.90%PVI STA = 10+03.91PVI ELEV = 4907.87PVI STA = 13+32.35PVI ELEV = 4905.70PVI STA = 16+60.13PVI ELEV = 4905.0090.0' VC LP ELEV = 4904.34 LP STA = 15+12.25 PVI STA = 14+99.40 PVI ELEV = 4904.20 BCVS: 14+54.40BVCE: 4904.60ECVS: 15+44.40EVCE: 4904.42A.D. = 1.40 K = 64.29 PROPOSED GRADE EXISTING GROUND 4908.184908.524908.674908.634908.394908.074907.744907.424907.094906.774906.444906.124905.794905.544905.314905.094904.864904.644904.454904.354904.354904.454904.574904.704904.824904.95PROPOSED GRADE EXISTING GROUND 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 90.0' VC HP ELEV = 4908.68 HP STA = 10+82.13 PVI STA = 10+78.91 PVI ELEV = 4908.99 BVCS: 10+33.91BVCE: 4908.32EVCS: 11+23.91EVCE: 4908.41A.D. = 2.80 K = 32.14 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0.50% -1.30% -0.90% 0.50%PVI STA = 10+00.00PVI ELEV = 4907.86PVI STA = 10+34.31PVI ELEV = 4908.03PVI STA = 13+33.74PVI ELEV = 4905.17PVI STA = 16+59.88PVI ELEV = 4904.4692.0' VC HP ELEV = 4908.22 HP STA = 10+72.90 PVI STA = 10+80.31 PVI ELEV = 4908.47 BVCS: 10+34.31BVCE: 4908.03EVCS: 11+26.31EVCE: 4907.87A.D. = 2.24 K = 41.08 4907.864907.994908.154908.224908.134907.894907.564907.244906.914906.594906.264905.944905.614905.294905.034904.804904.584904.354904.134903.934903.834903.824903.914904.044904.164904.294904.41INLET A3-1.1STA 15+13.65RIM 4903.8±INV. OUT 4892.42 (S)90.0' VC LP ELEV = 4903.81 LP STA = 15+13.65 PVI STA = 15+00.79 PVI ELEV = 4903.67 BCVS: 14+55.79BVCE: 4904.07ECVS: 15+45.79EVCE: 4903.89A.D. = 1.40 K = 64.29 PROPOSED GRADE EXISTING GROUND 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 4907.634907.784908.024908.164908.114907.864907.544907.214906.894906.564906.244905.914905.594905.264905.014904.794904.564904.344904.114903.924903.824903.834903.924904.054904.174904.304904.420.50% -1.30% -0.90% 0.60%PVI STA = 10+00.00PVI ELEV = 4907.63PVI STA = 10+34.61PVI ELEV = 4907.84PVI STA = 13+32.04PVI ELEV = 4905.17PVI STA = 16+59.82PVI ELEV = 4904.4788.0' VC HP ELEV = 4908.17 HP STA = 10+80.78 PVI STA = 10+78.61 PVI ELEV = 4908.47 BVCS: 10+34.61BVCE: 4907.84EVCS: 11+22.61EVCE: 4907.89A.D. = 2.73 K = 32.18 INLET A3-2STA 15+11.95RIM 4903.8±INV. OUT 4893.22 (N)90.0' VC LP ELEV = 4903.81 LP STA = 15+11.95 PVI STA = 14+99.09 PVI ELEV = 4903.67 BCVS: 14+54.09BVCE: 4904.07ECVS: 15+44.09EVCE: 4903.89A.D. = 1.40 K = 64.28 PROPOSED GRADE EXISTING GROUND R1 PLAN & PROFILELE FEVER DRIVE14 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 CENTERLINE LE FEVER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET A SCALE : 1" = 40' (H) 1" = 5' (V) SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.REFER TO SHEETS G1-G4 FOR INTERNAL SITE GRADING. 7.FLOWLINE PROFILES WILL BE PROVIDED AT FIRST ROUND FDP. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST PROPOSED STORM INLET EXISTING CURB & GUTTER KEYMAP 24' R1 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 S 8" W8" W8" W8" W8" WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSS/ / / / / / / /GGHY D S GAS GAS BUILDING 2 BUILDING 3TFGGGGGGGGGGGGGGGGGSEEEEEEEEEEEEEEEEEEETF6" W6" W6" W6" W6" W 6" W 6" W 8" SS 8" SS8" SS8" SS8" SS8" SS ISG G ELEC FWEEEE E EEGGFWUDUDUDMONITOR I N G W E LLTRAFFIC R A T ED 63' R.O.W 30' FL-FL 30' FL-FL 30' EMERGENCY ACCESS AND UTILITY EASEMENT 24' EMERGENCY ACCESS AND UTILITY EASEMENT 20' DRAINAGE EASEMENT 10' UE DRAINAGE EASEMENT 24 MC-7200 STORMTECH CHAMBERS EX. 6" PVC EX. 12" PVC @ 0.40%EX. 8" PVC WATER9' UTILITY EASEMENT BROOKFIELD DRIVELE FEVER DRIVE PARCEL K - HARMONY TECHNOLOGY PARK OWNER: IMAGO ENTERPRISES INC. MORNINGSIDE VILLAGE CONDOS SUPP 29, 4862 BROOKFIELD DR 3A-3E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 28, 3903 LE FEVER DR 1A-1E FORT COLLINS STMH A5 STA 16+83.29 N: 106313.31 E: 214695.87 STMH A4 STA 16+50.19 N: 106312.77 E: 214728.96 STMH WEIR A6 STA 16+94.79 N: 106301.81 E: 214695.76 STMH A7 STA 17+03.04 N: 106293.56 E: 214695.69 STMH A2 STA 13+85.25 N: 106445.37 E: 214861.31 INLET A8 STA 17+16.04 N: 106280.56 E: 214695.57 STMH A3 STA 15+16.40 N: 106446.55 E: 214730.17 STMH A1 STA 13+54.04 N: 106476.57 E: 214861.86 FES A STA 10+05.00 N: 106522.92 E: 215207.81349.04 LF 36" H D P E @ 1 . 0 5 % 31.21 LF 36" HDPE @ 1.05% 131.15 LF 36" HDPE @ 1.05%133.79 LF 36" HDPE @ 1.05%33.10 LF 36" HDPE @ 1.05% 6.75 LF 36" HDPE @ 1.05% 8.25 LF 36" HDPE @ 0.25% 13.00 LF 36" HDPE @ 0.50% STORM DRAIN D SEE SHEET ST6 STORM DRAIN E STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN A3 SEE SHEET ST2 STORM DRAIN A3-1 SEE SHEET ST2 4.75 LF 36" HDPE @ 1.05% TEE UNDERDRAIN (36''x6'') STA 16+90.04 N: 106306.56 E: 214695.81 STORM DRAIN F DETAILED ON ST9 4880 4885 4890 4895 4900 4905 4910 4915 4920 4880 4885 4890 4895 4900 4905 4910 4915 4920 10+0011+0012+0013+0014+0015+0016+0017+0017+50 FES ASTA 10+05.00FL. EL 4888.4±INV. IN 4884.95 (W)349.04 LF 36" HDPE @ 1.0 5 % 31.21 LF 36" HDPE @ 1.05% 131.15 LF 36" HDPE @ 1.0 5 %STMH A2STA 13+85.25RIM 4904.8±INV. IN 4888.95 (W)INV. OUT 4888.95 (N)STMH A1STA 13+54.04RIM 4903.9±INV. IN 4888.62 (S)INV. OUT 4888.62 (E)STMH A3STA 15+16.40RIM 4904.3±INV. IN 4890.43 (W)INV. IN 4890.33 (S)INV. OUT 4890.33 (E)133.79 LF 36" HDPE @ 1. 0 5 %STMH A4STA 16+50.19RIM 4905.7±INV. IN 4891.73 (W)INV. OUT 4891.73 (N)33.10 LF 36" HDPE @ 1.05%STMH A5STA 16+83.29RIM 4906.0±INV. IN 4892.08 (S)INV. OUT 4892.08 (E)6.75 LF 36" HDPE @ 1.05%STMH WEIR A6STA 16+94.79RIM 4905.2±INV. IN 4894.46 (S)INV. IN 4894.46 (W)INV. OUT 4892.20 (N)8.25 LF 36" HDPE @ 0.25%INLET A8STA 17+16.04FL. EL 4904.6±INV. IN 4894.75 (W)INV. IN 4895.50 (S)INV. IN 4896.08 (E)INV. OUT 4894.64 (N)13.00 LF 36" HDPE @ 0.50%STMH A7STA 17+03.04RIM 4905.0±INV. IN 4894.58 (S)INV. OUT 4894.48 (N)EXISTING GROUND PROPOSED GROUND 100-YR HGL 4.75 LF 36" HDPE @ 1.05%TEE UNDERDRAIN (36''x6'')STA 16+90.04INV. 4892.15 (S)INV. 4893.65 (W)INV. 4892.15 (N)8" PVC WATER STA.=15+35.39 TOP=4898.53 29" PUBLICLY OWNED SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST1 PLAN & PROFILESTORM DRAIN A15 PROFILE SCALE: STORM DRAIN A 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 ) 0 1 INCH = 30 FEET 30 30 60 90 8" SS 6" W 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 THE 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 INLET AND STRUCTURE SCHEDULE ON SHEET D5 7.ALL STORM DRAINS AND STORM DRAIN INFRASTRUCTURE IS PRIVATELY OWNED UNLESS OTHERWISE NOTED IN THE PROFILE VIEW OF THIS PLAN SET. PROPOSED RIGHT OF WAY KEYMAP ST1 4880 4885 4890 4895 4900 4905 4910 4915 10+0011+0011+25 STMH A3STA 10+00.00RIM 4904.3±INV. IN 4890.43 (W)INV. IN 4890.33 (S)INV. OUT 4890.33 (E)INLET A3-2STA 10+80.53FL. EL 4903.8±INV. OUT 4893.22 (N)28.00 LF 15" RCP @ 4.00%STMH A3-1STA 10+52.53RIM 4904.1±INV. IN 4892.10 (S)INV. IN 4892.10 (N)INV. OUT 4892.00 (E)52.53 LF 24" RCP @ 3.00% EXISTING GROUND PROPOSED GROUND 100-YR HGL 8" PVC WATER STA.=10+71.38 TOP=4898.62 26" PUBLICLY OWNED WWWWWWWWW/ / / / / / / /GGAS BUILDING 2 BUILDING 3TFGGGGGGGGGGGGSEEEEEEEEEEEEEEELEC FWEEEFWUD UD UDMONITO R I NG WE L L TRAFFIC R A TE D 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 24 MC-7200 STORMTECH CHAMBERS EX. 12" PVC @ 0.40%9' UTILITY EASEMENT BROOKFIELD DRIVE52.53 LF 24" RCP @ 3.00% STMH A3-1 STA 10+52.53 N: 106447.02 E: 214677.64 28.00 LF 15" RCP @ 4.00% INLET A3-2 STA 10+80.53 N: 106419.02 E: 214677.39 STMH A3 STA 10+00.00 N: 106446.55 E: 214730.17 STORM DRAIN A3-1 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN F DETAILED ON ST9 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 10+0010+50 STMH A3-1STA 10+00.00RIM 4904.1±INV. IN 4892.10 (S)INV. IN 4892.10 (N)INV. OUT 4892.00 (E)8.00 LF 15" RCP @ 4.00%INLET A3-1.1STA 10+08.00FL. EL 4903.8±INV. OUT 4892.42 (S)EXISTING GROUND PROPOSED GROUND 100-YR HGL PUBLICLY OWNED WWWWWWWW/ / / / / / / /GAS BUILDING 2 BUILDING 3GGGGGGGGGGSEEEEEEEEEELEC FWFW20' DRAINAGE EASEMENT 9' UTILITY EASEMENT INLET A3-1.1 STA 10+08.00 N: 106455.02 E: 214677.72 8.00 LF 15" RCP @ 4.00% STMH A3-1 STA 10+00.00 N: 106447.02 E: 214677.64 STORM DRAIN A3 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN F DETAILED ON ST9 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 ) 0 1 INCH = 30 FEET 30 30 60 90 8" SS 6" W 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 THE 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 INLET AND STRUCTURE SCHEDULE ON SHEET D5 7.ALL STORM DRAINS AND STORM DRAIN INFRASTRUCTURE IS PRIVATELY OWNED UNLESS OTHERWISE NOTED IN THE PROFILE VIEW OF THIS PLAN SET. PROPOSED RIGHT OF WAY KEYMAP ST2 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST2 PLAN & PROFILESTORM DRAIN A3 & A3-116 PROFILE SCALE: STORM DRAIN A3 PROFILE SCALE: STORM DRAIN A3-1 S W WTTT T TT T T T T T T T T T T T T T T T T T T TT T T H2OGAS GGVAULT ELECSSSSSSGGGGG ST H2OEEEEE EEEEWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGCTVCTV CTV CTV EE E D D DD D DD D D HY DHY DS S S S S GAS GAS E ELEC F.O. C.O. C.O. F.O.TFGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GGGGGGGGGUDE E E E E E E E E E E EEEEEEEEEEEEEEEEEEE E E E E E E E E E E TFTFGTFTFE EVEEEEEEEE G G G G G G G G GEEEEEEEE GG53' R.O.W 30'FL-FL10' UTILITY EASEMENT 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT EX. 12" PVC @ 0.36%EX. 12" PVCEX. 12" PVCEX. 12" PVC @ 0.61%EX. 12" DIP @ 0.41% EX. 48" RCP @ 0.53% EX. 48" RCP @ 0.38% EX. 8" PVC WATER EX. 8" PVC WATEREX. 12" PVC9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT PRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANEBASIN B7 (30'') STA 14+79.82 N: 105984.23 E: 214319.85 INLET B7(N)-2 INV. OUT=4903.70 (E) GRATE ELEV. =4906.26 90° BEND B7(N)-1 (8''x8'') INV. IN=4903.49 (W) INV. OUT=4900.36 (S) GRATE ELEV. =4904.24 INLET B9 STA 15+93.94 N: 105870.15 E: 214322.93 INLET B1 STA 11+11.40 N: 105975.29 E: 214688.16 TEE B8 (18''x8'') STA 15+28.25 N: 105935.82 E: 214321.16 INLET B7(W)-1 INV. OUT=4900.28 (E) GRATE ELEV. =4905.63 INLET B8-1 INV. OUT=4900.28 (E) GRATE ELEV. =4905.04 TEE B6 (24''x8'') STA 13+66.56 N: 105981.48 E: 214433.08 TEE B5 (24''x10'') STA 13+18.25 N: 105980.31 E: 214481.38 TEE B4 (24''x8'') STA 12+38.49 N: 105978.37 E: 214561.11 TEE B3 (24''x8'') STA 11+92.70 N: 105977.26 E: 214606.89 TEE B2 (24''x8'') STA 11+45.49 N: 105976.11 E: 214654.09 INLET B6-1 INV. OUT=4899.56 (N) GRATE ELEV. =4905.28 FES B STA 10+00.00 N: 105893.95 E: 214764.28 INLET B4-1 INV. OUT=4899.30 (N) GRATE ELEV. =4902.80 INLET B3-1 INV. OUT=4899.21 (N) GRATE ELEV. =4903.01 INLET B2-1 INV. OUT=4899.12 (N) GRATE ELEV. =4902.91 1 1 1 . 4 0 L F 2 4 " HD P E @ 0 . 2 2% 34.08 LF 24" HDPE @ 0.22% 48.43 LF 18" HDPE @ 0.22% 47.22 LF 24" HDPE @ 0.22% 45.79 LF 24" HDPE @ 0.22% 79.76 LF 24" HDPE @ 0.22% 48.31 LF 24" HDPE @ 0.22% 113.26 LF 24" HDPE @ 0.22%65.69 LF 18" HDPE @ 0.22%40.50 LF 8" HDPE @ 0.50% 40.50 LF 8" HDPE @ 0.50% 40.50 LF 8" HDPE @ 0.50% 40.50 LF 8" HDPE @ 0.50% 41.03 LF 8" HDPE @ 0.50% 41.00 LF 8" HDPE @ 0.50% 56.83 LF 8" HDPE @ 0.50% 41.00 LF 8" HDPE @ 0.50% STORM DRAIN C SEE SHEET ST5 STORM DRAIN RO SEE SHEET ST4 STORM DRAIN B5 SEE SHEET ST4 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+0016+50 FES BSTA 10+00.00INV. 4897.64 (NW)111.40 LF 24" HDPE @ 0.22% 34.08 LF 24" HDPE @ 0.22%INLET B1STA 11+11.40FL. EL 4901.8±INV. IN 4897.98 (W)INV. OUT 4897.88 (SE)TEE B2 (24''x8'')STA 11+45.49INV. 4898.05 (W)INV. 4898.92 (S)INV. 4898.05 (E)47.22 LF 24" HDPE @ 0.22%TEE B3 (24''x8'')STA 11+92.70INV. 4898.16 (W)INV. 4899.01 (S)INV. 4898.16 (E)45.79 LF 24" HDPE @ 0.22% 79.76 LF 24" HDPE @ 0.22%TEE B4 (24''x8'')STA 12+38.49INV. 4898.26 (W)INV. 4899.10 (S)INV. 4898.26 (E)TEE B5 (24''x10'')STA 13+18.25INV. 4898.44 (W)INV. 4899.26 (S)INV. 4898.44 (E)48.31 LF 24" HDPE @ 0.22%TEE B6 (24''x8'')STA 13+66.56INV. 4898.54 (W)INV. 4899.35 (S)INV. 4898.54 (E)113.26 LF 24" HDPE @ 0.22%BASIN B7 (30'')STA 14+79.82RIM 4904.7±INV. IN 4899.29 (S)INV. IN 4900.08 (W)INV. IN 4900.08 (N)INV. OUT 4898.79 (E)48.43 LF 18" HDPE @ 0.22% 65.69 LF 18" HDPE @ 0.22%TEE B8 (18''x8'')STA 15+28.25INV. 4899.40 (S)INV. 4900.07 (W)INV. 4899.40 (N)INLET B9STA 15+93.94FL. EL 4904.0±INV. OUT 4899.54 (N)EXISTING GROUND PROPOSED GROUND 100-YR HGL SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST3 PLAN & PROFILESTORM DRAIN B17 PROFILE SCALE: STORM DRAIN B 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 ) 0 1 INCH = 30 FEET 30 30 60 90 8" SS 6" W 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 THE 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 INLET AND STRUCTURE SCHEDULE ON SHEET D5 7.ALL STORM DRAINS AND STORM DRAIN INFRASTRUCTURE IS PRIVATELY OWNED UNLESS OTHERWISE NOTED IN THE PROFILE VIEW OF THIS PLAN SET. PROPOSED RIGHT OF WAY KEYMAP ST3 S S T T T T T T T T T T T SSSSSSW W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS D HY DG G G G G G G G G G G E E E E E E E E E E GTFTFEEEEEG 30'FL-FL16' UTILITY EASEMENT 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT EX. 12" DIP @ 0.41% EX. 48" RCP @ 0.53% EX. 8" PVC WATER 9' UTILITY EASEMENT 9' UTILITY EASEMENT PRECISION DRIVE TEE B5 (24''x10'') STA 10+00.00 N: 105980.31 E: 214481.38 40.50 LF 10" HDPE @ 0.50% INLET B5-1 STA 10+40.50 N: 105939.82 E: 214480.40 29.05 LF 10" HDPE @ 0.50%90° BEND B5-2 STA 10+69.55 N: 105939.06 E: 214509.44 38.62 LF 10" HDPE @ 0.50% INLET B5-4 STA 11+46.42 N: 105862.22 E: 214507.57 142.75 LF 10" HDPE @ 1.00% INLET B5-5 STA 12+89.17 N: 105865.69 E: 214364.86 STORM DRAIN B SEE SHEET ST3 20.46 LF 8" HDPE @ -1.43% 38.25 LF 10" HDPE @ 0.50% INLET B5-3.1 INV. OUT=4899.76 (W) GRATE ELEV. =4903.49 TEE B5-3 (10''x8'') STA 11+08.17 N: 105900.46 E: 214508.50 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 9+5010+0011+0012+0013+00 142.75 LF 10" HDPE @ 1.00 %INLET B5-5STA 12+89.17FL. EL 4904.4±INV. OUT 4901.62 (E)INLET B5-4STA 11+46.42FL. EL 4903.6±INV. IN 4900.19 (W)INV. OUT 4900.09 (N)38.62 LF 10" HDPE @ 0.50%90° BEND B5-2STA 10+69.55INV. 4899.71 (S)INV. 4899.71 (W)29.05 LF 10" HDPE @ 0.50%INLET B5-1STA 10+40.50FL. EL 4906.1±INV. IN 4899.56 (E)INV. OUT 4899.46 (N)40.50 LF 10" HDPE @ 0.50%TEE B5 (24''x10'')STA 10+00.00INV. 4898.44 (W)INV. 4899.26 (S)INV. 4898.44 (E)EXISTING GROUND PROPOSED GROUND 100-YR HGL TEE B5-3 (10''x8'')STA 11+08.17INV. 4899.90 (S)INV. 4900.05 (E)INV. 4899.90 (N)38.25 LF 10" HDPE @ 0.50% H2O S W T T T T TT TT T T H2OGAS GGGGGAS EEEVAULT ELEC 8" W8" WV.P. ST H2O WWWWWWWW W W W W W W ST ST ST ST ST ST SSSSSSSSSSSSSSSSSSGCTVCTV CTV CTV EE E DD D DD S GAS E ELEC F.O.STF.O.G G G G G GGGGGUDE E E E E E EEEEEEEVG EX. 12" PVC @ 0.36%EX. 12" PVCEX. 48" RCP @ 0.38% MORNINGSIDE VILLAGE CONDOS SUPP 21, 3839 PRECISION DR14A-14E STORM DRAIN B SEE SHEET ST3 CLEANOUT RO2 STA 10+68.73 N: 105890.00 E: 214767.30 39.89 LF 6" HDPE @ 0.20% INLET RO1 STA 10+28.84 N: 105857.82 E: 214790.88 28.83 LF 18" HDPE @ 0.49% EX-INLET RO INV. IN=4894.95 (NW) INV. OUT=4894.95 (S) GRATE ELEV. =4901.01 EXISTING 25.53 LF 24" RCP @ 0.08% STORM DRAIN C SEE SHEET ST5 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+5010+0011+0011+25 25.53 LF 24" RCP @ 0.08%EX-INLET ROSTA 10+00.00FL. EL 4901.0±INV. IN 4894.95 (NW)INV. OUT 4894.95 (S)28.83 LF 18" HDPE @ 0.49%INLET RO1STA 10+28.84FL. EL 4898.5±INV. IN 4895.09 (NW)INV. OUT 4895.09 (SE)39.89 LF 6" HDPE @ 0.20%CLEANOUT RO2STA 10+68.73RIM 4897.5±INV. OUT 4895.17 (SE)PROPOSED GROUND EXISTING GROUND 100-YR HGL SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST4 PLAN & PROFILESTORM DRAIN B5 & RO18 PROFILE SCALE: STORM DRAIN B5 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 ) 0 1 INCH = 30 FEET 30 30 60 90 KEYMAP ST4 PROFILE SCALE: STORM DRAIN RO ST4 8" SS 6" W 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 THE 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 INLET AND STRUCTURE SCHEDULE ON SHEET D5 7.ALL STORM DRAINS AND STORM DRAIN INFRASTRUCTURE IS PRIVATELY OWNED UNLESS OTHERWISE NOTED IN THE PROFILE VIEW OF THIS PLAN SET. PROPOSED RIGHT OF WAY S S S S H2O S W W W W W W T T T T T T T T T T T T T T T T T TT TT T T T T H2OGAS GGGGGAS EEEVAULT ELEC 8" W8" W8" WSSSSSSV.P. ST ST ST ST ST ST 15" SS 15" SS 15" SS 15" SS E E E E H2O H2O WWWWWWWW W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSGCTVCTV CTV CTV EE E D DD D DDHYDS S GAS E ELEC F.O.F.O. BUILDING 5BUILDING 6 G G G G G G G G G G G G G G G G G G G GGGGGUDE E E E E E E E E E E EEEEEEE E E E E E E E GTFTFE EVEEEEGG 30'FL-FL10' UTILITY EASEMENT ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT EX. 12" PVC @ 0.36%EX. 12" PVCEX. 12" DIP @ 0.41% EX. 48" RCP @ 0.53% EX. 48" RCP @ 0.38% EX. 8" PVC WATER EX. 8" PVC WATER 9' UTILITY EASEMENT 9' UTILITY EASEMENT PRECISION DRIVE BROOKFIELD DRIVEMORNINGSIDE VILLAGE CONDOS SUPP 24, 3902 PRECISION DR 6A-6E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 25, 4914 BROOKFIELD DR 5A-5E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 21, 3839 PRECISION DR14A-14E FORT COLLINSMORNINGSIDE VILLAGE CONDOS SUPP 22, 3839 PRECISION DR 8A-8E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 10, 3903 PRECISION DR A-E FORT COLLINS VARIOUS OWNERS, 3827 PRECISION DR A-F FORT COLLINS VARIOUS OWNERS, 3815 PRECISION DR A-F FORT COLLINS INLET C2 STA 12+07.13 N: 105861.36 E: 214542.84 INLET C1 STA 10+36.72 N: 105857.23 E: 214713.21 FES C STA 10+05.00 N: 105866.93 E: 214743.41 31.72 LF 8" PVC @ 0.50% 170.42 LF 8" PVC @ 0.50% STORM DRAIN B SEE SHEET ST3 STORM DRAIN B5 SEE SHEET ST4 STORM DRAIN RO SEE SHEET ST4 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+5010+0011+0012+0012+50 FES CSTA 10+05.00INV. 4897.65 (W)31.72 LF 8" PVC @ 0.50%INLET C1STA 10+36.72FL. EL 4903.1±INV. IN 4897.91 (W)INV. OUT 4897.81 (E)170.42 LF 8" PVC @ 0.50%INLET C2STA 12+07.13FL. EL 4903.4±INV. OUT 4898.76 (E)EXISTING GROUND PROPOSED GROUND 100-YR HGL SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST5 PLAN & PROFILESTORM DRAIN C19 PROFILE SCALE: STORM DRAIN C 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 ) 0 1 INCH = 30 FEET 30 30 60 90 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 THE 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 SHEET (XX) FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: KEYMAP ST5 S S EEEEEEEEEEEWWWWWWWWW WWWST STSTSTSTSTSTSTSTSTSTST SSSSSSSSSSSSSSSSSSSSSSSS D DHYDS GAS TFTFTFGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEE EEETFTFTFTF 6" W6" W6" W6" W6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS8" SS8" SSG G E E E E E E E G G G G G G G G GEEEEEEEEEEE E E EEEEEE EEEEEEEE E EE EGGE UD UD UDMONITORIN G WE L L TRAFFIC R AT E D 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS AND UTILITY EASEMENT 10' UTILITY EASEMENT 20' DRAINAGE EASEMENT 10' UE 10' UE 10' UE 8' UE 24' EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT 24 MC-7200 STORMTECH CHAMBERSEX. 12" PVC @ 0.67%EX. 215.3 LF 24" RCP @ 0.50%EX. 12" PVC WATER9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT62.01 LF 30" HDPE @ 1.51% 55.65 LF 24" HDPE @ 1.00% 36.39 LF 30" HDPE @ 1.51% 100.85 LF 24" HDPE @ 1.51% 59.53 LF 24" HDPE @ 1.00% 62.00 LF 18" HDPE @ 1.00% 46.62 LF 12" HDPE @ 1.00% 41.00 LF 8" HDPE @ 8.00% 41.46 LF 8" HDPE @ 4.40% 38.13 LF 8" HDPE @ 2.00% 41.00 LF 8" HDPE @ 0.50% 45.71 LF 8" HDPE @ 5.00% 202.52 LF 8" HDPE @ 1.42% 45.39 LF 30" HDPE @ 1.51% 32.75 LF 8" HDPE @ 6.80% 57.30 LF 8" HDPE @ 5.00% 30.70 LF 8" HDPE @ 5.00% 40.00 LF 8" HDPE @ 7.00% STORM DRAIN D1 SEE SHEET ST7 STORM DRAIN E SEE SHEET ST9 STORM DRAIN D4 SEE SHEET ST8 STORM DRAIN A SEE SHEET ST1 24.04 LF 30" HDPE @ 1.51% 115.14 LF 30" HDPE @ 1.51% BASIN D4 (36'') STA 13+83.81 N: 106284.01 E: 214311.77 TEE D2-1 (8''x8'') INV. IN=4898.47 (E) INV. IN=4898.47 (N) INV. OUT=4898.47 (S) GRATE ELEV. =4899.23 TEE D2-2 (8''x8'') INV. IN=4901.33 (E) INV. IN=4901.33 (N) INV. OUT=4901.33 (W) GRATE ELEV. =4902.10 INLET D3 STA 12+82.97 N: 106283.11 E: 214412.62 INLET D4(N)-1 INV. OUT=4903.80 (S) GRATE ELEV. =4908.27 90° BEND D2-3 (8''x8'') INV. IN=4902.87 (N) INV. OUT=4902.87 (W) GRATE ELEV. =4903.63 INLET D6 STA 14+98.99 N: 106168.88 E: 214314.88 INLET D7 STA 15+60.99 N: 106170.54 E: 214376.85 TEE D5 (24''x8'') STA 14+39.46 N: 106228.39 E: 214313.27 INLET D5-1 INV. OUT=4904.40 (E) GRATE ELEV. =4907.63 INLET D8 STA 16+07.61 N: 106171.80 E: 214423.46 INLET A8 STA 10+00.00 N: 106280.56 E: 214695.57 INLET D6(W)-1 INV. OUT=4903.40 (E) GRATE ELEV. =4907.23 INLET D3-1 STA 12+72.79 N: 106238.46 E: 214422.39 TEE D2 (30''x8'') STA 10+98.39 N: 106281.45 E: 214597.18 INLET D6(S)-2 INV. OUT=4902.55 (E) GRATE ELEV. =4906.67 TEE D1 (30''x24'') STA 10+62.01 N: 106281.12 E: 214633.57 90° BEND D6(S)-1 (8''x8'') STA 14+98.99 N: 106130.77 E: 214315.90 TEE D2.1 (30''x8'') STA 11+43.79 N: 106281.86 E: 214551.79 TEE D2.2 (30''x8'') STA 11+67.83 N: 106282.07 E: 214527.75 40.01 LF 8" HDPE @ 5.00% INLET D2.1-2 INV. OUT=4898.93 (S) GRATE ELEV. =4905.81 45.97 LF 8" HDPE @ 5.00% INLET D2-1.1 INV. OUT=4898.76 (S) GRATE ELEV. =4905.09 7.25 LF 8" HDPE @ 4.00% INLET D2-2.1 INV. OUT=4901.69 (S) GRATE ELEV. =4905.09 7.25 LF 8" HDPE @ 5.00% 7.25 LF 8" HDPE @ 5.00% INLET D2-4 INV. OUT=4903.23 (S) GRATE ELEV. =4905.68 INLET D2.2-2 INV. OUT=4899.59 (S) GRATE ELEV. =4906.13 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+00 TEE D1 (30''x24'')STA 10+62.01INV. 4895.69 (W)INV. 4895.69 (S)INV. 4895.69 (E)36.39 LF 30" HDPE @ 1.51%TEE D2 (30''x8'')STA 10+98.39INV. 4896.24 (W)INV. 4896.24 (N)INV. 4896.24 (E)45.39 LF 30" HDPE @ 1.51%INLET D3STA 12+82.97FL. EL 4906.3±INV. IN 4899.03 (W)INV. IN 4899.03 (S)INV. OUT 4899.03 (E)100.85 LF 24" HDPE @ 1.51%BASIN D4 (36'')STA 13+83.81RIM 4906.9±INV. IN 4900.56 (S)INV. IN 4901.00 (W)INV. IN 4901.00 (N)INV. OUT 4900.56 (E)55.65 LF 24" HDPE @ 1.00%59.53 LF 24" HDPE @ 1.00%TEE D5 (24''x8'')STA 14+39.46INV. 4901.12 (S)INV. 4901.12 (W)INV. 4901.12 (N)INLET D6STA 14+98.99FL. EL 4906.5±INV. IN 4901.71 (E)INV. IN 4901.58 (W)INV. IN 4901.58 (S)INV. OUT 4901.71 (N)62.00 LF 18" HDPE @ 1.00%INLET D7STA 15+60.99FL. EL 4905.4±INV. IN 4902.33 (E)INV. OUT 4902.33 (W)46.62 LF 12" HDPE @ 1.00%INLET A8STA 10+00.00FL. EL 4904.6±INV. IN 4894.75 (W)INV. IN 4895.50 (S)INV. IN 4896.08 (E)INV. OUT 4894.64 (N)62.01 LF 30" HDPE @ 1.51% EXISTING GROUND PROPOSED GROUNDINLET D8STA 16+07.61FL. EL 4906.2±INV. OUT 4902.80 (W)115.14 LF 30" HDPE @ 1.51% 24.04 LF 30" HDPE @ 1.51%TEE D2.1 (30''x8'')STA 11+43.79INV. 4896.93 (W)INV. 4896.93 (N)INV. 4896.93 (E)TEE D2.2 (30''x8'')STA 11+67.83INV. 4897.29 (W)INV. 4897.29 (N)INV. 4897.29 (E)100-YR HGL 8" PVC SANITARY STA.=13+11.10 INV.=4897.26 8" PVC SANITARY STA.=15+71.09 INV.=4899.51 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST6 PLAN & PROFILESTORM DRAIN D20 PROFILE SCALE: STORM DRAIN D 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 ) 0 1 INCH = 30 FEET 30 30 60 90 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 THE 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 SHEET (XX) FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: KEYMAP ST6 WWWWWWWWWWWSSSSSSSSSSSSSSSSSSHY DS S TFGGGGGGGGGGEEEEEEEEEEETFTFTF6" W6" W6" W6" W 6" W 6" W 8" SS 8" SS 8" SS 8" SS8" SSWIG G G G GEEEEW FEEEEEEEEEE EE EGE UD UD UDMONITORIN G WE L L TRAFFIC R AT E D FW53' R.O.W 30' FL-FL 53' R.O.W 30' FL-FL 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS AND UTILITY EASEMENT 24' EMERGENCY ACCESS AND UTILITY EASEMENT 20' DRAINAGE EASEMENT 10' UE 8' UE 24' EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT 24 MC-7200 STORMTECH CHAMBERS EX. 6" PVC EX. 12" PVC @ 0.40%EX. 8" PVC WATER9' UTILITY EASEMENTBROOKFIELD DRIVETEE D1 (30''x24'') STA 10+00.00 N: 106281.12 E: 214633.57 110.98 LF 24" HDPE @ 2.50%INLET D1-1 STA 11+10.98 N: 106170.17 E: 214630.88 BASIN D1-2 (10'') STA 11+77.74 N: 106103.43 E: 214629.25 202.52 LF 8" HDPE @ 1.42% INLET D1-3 STA 13+80.26 N: 106108.13 E: 214426.79 STORM DRAIN E SEE SHEET ST9 STORM DRAIN A SEE SHEET ST1 STORM DRAIN D SEE SHEET ST6 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 9+5010+0011+0012+0013+0014+00 TEE D1 (30''x24'')STA 10+00.00INV. 4895.69 (W)INV. 4895.69 (S)INV. 4895.69 (E)110.98 LF 24" HDPE @ 2.50%INLET D1-1STA 11+10.98FL. EL 4903.1±INV. IN 4899.05 (S)INV. OUT 4898.46 (N)66.76 LF 8" HDPE @ 1.00%BASIN D1-2 (10'')STA 11+77.74RIM 4903.5±INV. IN 4899.81 (W)INV. OUT 4899.71 (N)202.52 LF 8" HDPE @ 1.42%INLET D1-3STA 13+80.26FL. EL 4906.4±INV. OUT 4902.68 (E)EXISTING GROUND PROPOSED GROUND 100-YR HGL SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST7 PLAN & PROFILESTORM DRAIN D121 PROFILE SCALE: STORM DRAIN D1 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 ) 0 1 INCH = 30 FEET 30 30 60 90 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 THE 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 SHEET (XX) FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: KEYMAP ST7 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 9+5010+0011+0011+75 BASIN D4 (36'')STA 10+00.00RIM 4906.9±INV. IN 4900.56 (S)INV. IN 4901.00 (W)INV. IN 4901.00 (N)INV. OUT 4900.56 (E)54.40 LF 10" HDPE @ 3.14%TEE D4-1 (10''x8'')STA 10+54.40INV. 4902.71 (W)INV. 4902.80 (N)INV. 4902.71 (E)40.20 LF 10" HDPE @ 3.14%90° BEND D4-2 (10''x10'')STA 10+94.61INV. 4903.98 (N)INV. 4903.98 (E)INLET D4-3STA 11+34.61FL. EL 4907.9±INV. OUT 4905.23 (S)40.00 LF 10" HDPE @ 3.14% EXISTING GROUND PROPOSED GROUND 100-YR HGL S W W W 12" WS F FDCEEEEEEEEWWWWWWWWWWW WWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTST SSSSSSSSSSSSSSSSSSSS DHYDS S TFGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEETFW 6" W6" W6" W6" W6" W 6" W 8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS WEEEEEEELEC E E E EEEEE FW36' - 10' UE 10' UE 8' UEEX. 12" PVC @ 0.67%EX. 215.3 LF 24" RCP @ 0.50%EX. 12" PVC WATER9' UTILITY EASEMENT9' UTILITY EASEMENT BSP VIBE LLC,3701 LE FEVER DR,FORT COLLINSBASIN D4 (36'') STA 10+00.00 N: 106284.01 E: 214311.77 54.40 LF 10" HDPE @ 3.14% 40.00 LF 8" HDPE @ 5.79% TEE D4-1 (10''x8'') STA 10+54.40 N: 106284.50 E: 214257.37 40.20 LF 10" HDPE @ 3.14% 90° BEND D4-2 (10''x10'') STA 10+94.61 N: 106284.86 E: 214217.17 40.00 LF 10" HDPE @ 3.14% INLET D4-3 STA 11+34.61 N: 106324.86 E: 214217.53 INLET D4-1.1 INV. OUT=4905.11 (S) GRATE ELEV. =4908.15 INLET D4(N)-1 INV. OUT=4903.80 (S) GRATE ELEV. =4908.27 40.00 LF 8" HDPE @ 7.00% STORM DRAIN D SEE SHEET ST6 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 ) 0 1 INCH = 30 FEET 30 30 60 90 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 THE 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 SHEET (XX) FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: KEYMAP ST8 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST8 PLAN & PROFILESTORM DRAIN D422 PROFILE SCALE: STORM DRAIN D4 S S H2O H2O WWWWWWWWWWSSSSSSSSSSSSSSSSSSSS HY DS S TFGGGGGGGGGGEEEEEEEEEEETFTFG G EEEEEEEEEEEE E EE E UD UD UDMONITORI N G W E L LTRAFFIC RA T ED 53' R.O.W 30' FL-FL 53' R.O.W 30' FL-FL 22' EMERGENCY ACCESS EASEMENT 20' DRAINAGE EASEMENT 10' UE DRAINAGE EASEMENT EX. 6" PVC EX. 12" PVC @ 0.40%EX. 8" PVC WATER9' UTILITY EASEMENTBROOKFIELD DRIVEINLET E4 STA 12+01.71 N: 106118.90 E: 214732.6641.00 LF 8" HDPE @ 3.36% 90° BEND E3 (24''x8'') STA 11+60.71 N: 106119.90 E: 214691.67 48.85 LF 15" HDPE @ 1.97% INLET E2 STA 11+11.87 N: 106168.73 E: 214692.86 INLET E2-1 INV. OUT=4901.66 (W) GRATE ELEV. =4902.92 41.00 LF 8" HDPE @ 6.50% 73.39 LF 24" HDPE @ 1.97% BASIN E1 (24'') STA 10+38.48 N: 106242.10 E: 214694.64 38.48 LF 24" HDPE @ 1.97% INLET A8 STA 10+00.00 N: 106280.56 E: 214695.57 STORM DRAIN D SEE SHEET ST6 STORM DRAIN A SEE SHEET ST1 STORM DRAIN E1 SEE SHEET ST9 STORM DRAIN D1 SEE SHEET ST7 24 MC-7200 STORMTECH CHAMBERS 41.00 LF 10" HDPE @ 5.00% 46.41 LF 10" HDPE @ 5.00% INLET F1 INV. IN=4898.23 (N) INV. OUT=4898.13 (W) GRATE ELEV. =4905.06 INLET F2 INV. IN=4900.65 (N) INV. OUT=4900.55 (S) GRATE ELEV. =4904.86 34.70 LF 8" HDPE @ 5.00% INLET F3 INV. OUT=4902.38 (S) GRATE ELEV. =4905.79 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 12+50BASIN E1 (24'')STA 10+38.48RIM 4904.5±INV. IN 4896.36 (S)INV. IN 4897.05 (E)INV. OUT 4896.26 (N)INLET E2STA 11+11.87FL. EL 4902.8±INV. IN 4897.91 (S)INV. IN 4899.00 (E)INV. OUT 4897.81 (N)90° BEND E3 (24''x8'')STA 11+60.71INV. 4899.17 (E)INV. 4898.87 (N)INLET E4STA 12+01.71FL. EL 4903.2±INV. OUT 4900.54 (W)38.48 LF 24" HDPE @ 1.97% 73.39 LF 24" HDPE @ 1.97% 48.85 LF 15" HDPE @ 1.97% 41.00 LF 8" HDPE @ 3.36%INLET A8STA 10+00.00FL. EL 4904.6±INV. IN 4894.75 (W)INV. IN 4895.50 (S)INV. IN 4896.08 (E)INV. OUT 4894.64 (N)EXISTING GROUND PROPOSED GROUND 100-YR HGL S S H2O H2O WWWWWWWWWWSSSSSSSSSSSSSSSSSSG HY DS GAS TFGGGGGGGGGGGGGGGGGGEEEEEEEEEEETFG G EEEEEEEE E EEUDUDUDMONITO R I NG WE L L TRAFFIC R A TE D 53' R.O.W 30' FL-FL 53' R.O.W 30' FL-FL 22' EMERGENCY ACCESS EASEMENT 20' DRAINAGE EASEMENT 10' UE DRAINAGE EASEMENT EX. 6" PVC EX. 12" PVC @ 0.40%EX. 8" PVC WATER9' UTILITY EASEMENT 9' UTILITY EASEMENTBROOKFIELD DRIVEBASIN E1 (24'') STA 10+00.00 N: 106242.10 E: 214694.64 109.35 LF 10" HDPE @ 2.51% INLET E1-1 STA 11+09.35 N: 106239.44 E: 214803.95 12.57 LF 10" HDPE @ 2.61% INLET E1-2 STA 11+21.92 N: 106239.14 E: 214816.52 133.03 LF 8" PVC @ 2.01%125.02 LF 8" PVC @ 0.07%INLET E1-2(S) INV. OUT=4900.42 (N) GRATE ELEV. =4903.90 INLET E1-2(N) INV. OUT=4903.01 (S) GRATE ELEV. =4905.13 STORM DRAIN A SEE SHEET ST1 STORM DRAIN E SEE SHEET ST9 24 MC-7200 STORMTECH CHAMBERS 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 11+50 109.35 LF 10" HDPE @ 2.51%BASIN E1 (24'')STA 10+38.48RIM 4904.5±INV. IN 4896.36 (S)INV. IN 4897.05 (E)INV. OUT 4896.26 (N)12.57 LF 10" HDPE @ 2.61%INLET E1-1STA 11+09.35RIM 4903.7±INV. IN 4899.90 (E)INV. OUT 4899.80 (W)INLET E1-2STA 11+21.92FL. EL 4903.9±INV. IN 4900.33 (N)INV. IN 4900.33 (S)INV. OUT 4900.23 (W)EXISTING GROUND PROPOSED GROUND 100-YR HGL SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 ST9 PLAN & PROFILESTORM DRAIN E & E123 PROFILE SCALE: STORM DRAIN E NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 KEYMAP ST9 PROFILE SCALE: STORM DRAIN E1 8" SS 6" W 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 THE 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 INLET AND STRUCTURE SCHEDULE ON SHEET D5 7.ALL STORM DRAINS AND STORM DRAIN INFRASTRUCTURE IS PRIVATELY OWNED UNLESS OTHERWISE NOTED IN THE PROFILE VIEW OF THIS PLAN SET. PROPOSED RIGHT OF WAY 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 SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 D5 DRAINAGE DETAILS28 501 DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALL DETAIL REV E7001-110-397DWG 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 DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-25-10DATE EBCDRAWN BY 06-12-18 NMH 8" - 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" 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. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE 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" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON GRATE 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 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" 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 (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS REV G7004-110-007DWG 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 TYPICAL DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE REVISED 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. 09-22-20 NMH (3) OUTLET WEIR 24" - 36" DRAIN BASIN BODY 24" - 30" FRAME & SOLID COVER (1) (2) 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE TO ISOLATOR ROW 4" - 24" INLET PIPE (3) 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER. 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER. WEIR HEIGHT CANNOT EXCEED 84" DUE TO MANUFACTURING AND SHIPPING RESTRICTIONS. 3 - WEIR MANUFACTURED TO MINIMIZE LOSS OF OUTLET PIPE OPEN AREA SEE DRAWING NO. 7004-110-058 FOR DETAILS. 4 - ORIFICE HOLES AND SLOTS AVAILABLE AS REQUIRED BY ENGINEER DESIGN AND PERMITTED BY MANUFACTURING RESTRICTIONS. 5 - NYLOPLAST 36" DRAIN BASIN REQUIRES 36" X 30" REDUCING CONE TO ADAPT 30" CASTING. SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED ©2012 NYLOPLAST (4) OPTIONAL ORIFICE HOLE REV C0110-110-013DWG 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 WITH INSERTA TEE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 6-3-11DATE EBCDRAWN BY 03-15-16 NMH 5 ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS NYLOPLAST DRAIN BASIN WITH INSERTA TEE 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. 1 - INSERTA TEE ADAPTERS AVAILABLE FOR ALL 8" - 30" STRUCTURE OPTIONS (CUSTOM BASIN, ROAD & HIGHWAY, & CURB INLET) 2 - FRAMES, GRATES, COVERS, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATES 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) & PVC SEWER 5 - ADD-A-BRANCH ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADD-A-BRANCH ADAPTERS SEE DRAWING NO. 0110-110-012 4 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 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. INSERTA TEE GASKET WATER TIGHT JOINT 2 INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 4 VARIOUS TYPES OF INLET & OUTLET INSERTA TEE ADAPTERS AVAILABLE: 4" - 18" 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 ©2011 NYLOPLAST REV F7001-110-188DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY ( H-20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-4-06DATE EBCDRAWN BY 06-12-18 NMH 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.©2011 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - 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. 2 - 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. 3 - 36" DRAIN BASIN REQUIRES 36"X30" REDUCING CONE. REDUCING CONE REQUIRES MINIMUM 2.25FT FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" ROAD & HIGHWAY ASPHALT ABOVE CONCRETE SLAB 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE 502 TYPICAL DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH 504 DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY (H-20 LOAD) ASPHALT INSTALL503DRAIN BASIN WITH INSERTA TEE QUICK SPEC INSTALL DETAIL 504 STRUCTURE & INLET SCHEDULE STRUCTURE ID STRUCTURE TYPE STRUCTURE SIZE FES A RCP FES 36" STMH A2 CONCRETE MANHOLE 5' STMH A3 CONCRETE MANHOLE 5' STMH A4 CONCRETE MANHOLE 5' STMH A5 CONCRETE MANHOLE 5' STMH WEIR A6 DRAIN BASIN - SEE DETAIL 803 36" CLOSED GRATE STMH A7 DRAIN BASIN 36" CLOSED GRATE INLET A8 AREA INLET TYPE C, CLOSE MESH GRATE STMH A3-1 CONCRETE MANHOLE 4' INLET A3-2 CURB INLET 10' TYPE R INLET A3-1.1 CURB INLET 5' TYPE R FES B RCP FES 24" INLET B1 AREA INLET TYPE C, CLOSE MESH GRATE BASIN B7 DRAIN BASIN 30" SOLID COVER INLET B2-1 AREA INLET 10" DOME GRATE INLET B3-1 AREA INLET 10" DOME GRATE INLET B4-1 AREA INLET 10" DOME GRATE INLET B5-1 AREA INLET 12" DOME GRATE INLET B5-3.1 AREA INLET 10" DOME GRATE INLET B5-4 AREA INLET 12" DOME GRATE INLET B5-5 AREA INLET 10" DOME GRATE INLET B6-1 AREA INLET 10" DOME GRATE INLET B7(W)-1 AREA INLET 10" DOME GRATE INLET B7(N)-2 AREA INLET 10" DOME GRATE INLET B8-1 AREA INLET 10" DOME GRATE INLET B9 CURB INLET 2'x3' DIAGONAL GRATE FES C RCP FES 8" INLET C1 AREA INLET 10" DOME GRATE INLET C2 AREA INLET 10" DOME GRATE INLET D1-1 AREA INLET TYPE C, CLOSE MESH GRATE BASIN D1-2 DRAIN BASIN 10" SOLID COVER INLET D1-3 AREA INLET 10" DOME GRATE INLET D3 AREA INLET TYPE C, CLOSE MESH GRATE BASIN D4 DRAIN BASIN 36" SOLID COVER INLET D4(N)-1 AREA INLET 10" DOME GRATE INLET D4-1.1 AREA INLET 10" DOME GRATE INLET D4-3 AREA INLET 10" DOME GRATE INLET D5-1 AREA INLET 10" DOME GRATE INLET D6 AREA INLET TYPE C, CLOSE MESH GRATE INLET D6(W)-1 AREA INLET 10" DOME GRATE INLET D6(S)-2 AREA INLET 10" DOME GRATE INLET D7 AREA INLET TYPE C, CLOSE MESH GRATE INLET D8 AREA INLET 10" DOME GRATE BASIN E1 DRAIN BASIN 24" SOLID COVER INLET E1-1 AREA INLET 10" DOME GRATE INLET E1-2 AREA INLET 10" DOME GRATE INLET E1-2(N)AREA INLET 10" DOME GRATE INLET E1-2(S)AREA INLET 10" DOME GRATE INLET E2 AREA INLET TYPE C, CLOSE MESH GRATE INLET E2-1 AREA INLET 10" DOME GRATE INLET E4 AREA INLET 10" DOME GRATE INLET F1 AREA INLET 10" DOME GRATE INLET F2 AREA INLET 10" DOME GRATE INLET F3 AREA INLET 10" DOME GRATE INLET RO1 AREA INLET 36" DOME GRATE A A SECTION A-A PLAN VIEW (FOR STORM SEWERS I, K, & M) DIRECTION OF FLOW PROPOSED NATIVE MATERIAL SUBBASE FLOWLINE OF NOTCH FINISH GROUND 9.0" 8' 8' 6.0" 9.0" INVERT OF PIPE (SEE STORM SEWER PLAN AND PROFILES) DIRECTION OF FLOW STORM SEWER PIPE 6.0" TYP. SLOPE GRADING TO MATCH INTO FLARED END SECTION AND TOP OF FOREBAY. MAXIMUM 3:1 SLOPE (4:1 TYPICAL) WITHIN IMMEDIATE VICINITY OF FLARED END SECTION. FLARED END SECTION NOTE: 1.SEE STORM SEWER PLAN AND PROFILES FOR STORM SEWER INVERT ELEVATIONS, PIPE SIZES, PIPE SLOPES, AND FLARED END SECTION SIZES. STORM SEWER PIPE FLARED END SECTION (3) 2" HOLES 2.0" HOLE (TYP.) 1.0" SPACING (TYP.) (3) 2" HOLES SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 D8 DRAINAGE DETAILS31 802 FOREBAY DETAIL MC-7200 TECHNICAL SPECIFICATION NTS PART #STUB B C MC7200IEPP06T 6" (150 mm)42.54" (1081 mm)--- MC7200IEPP06B ---0.86" (22 mm) MC7200IEPP08T 8" (200 mm)40.50" (1029 mm)--- MC7200IEPP08B ---1.01" (26 mm) MC7200IEPP10T 10" (250 mm)38.37" (975 mm)--- MC7200IEPP10B ---1.33" (34 mm) MC7200IEPP12T 12" (300 mm)35.69" (907 mm)--- MC7200IEPP12B ---1.55" (39 mm) MC7200IEPP15T 15" (375 mm)32.72" (831 mm)--- MC7200IEPP15B ---1.70" (43 mm) MC7200IEPP18T 18" (450 mm) 29.36" (746 mm)---MC7200IEPP18TW MC7200IEPP18B ---1.97" (50 mm) MC7200IEPP18BW MC7200IEPP24T 24" (600 mm) 23.05" (585 mm)---MC7200IEPP24TW MC7200IEPP24B ---2.26" (57 mm) MC7200IEPP24BW MC7200IEPP30BW 30" (750 mm)---2.95" (75 mm) MC7200IEPP36BW 36" (900 mm)---3.25" (83 mm) MC7200IEPP42BW 42" (1050 mm)---3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m³) MINIMUM INSTALLED STORAGE*267.3 CUBIC FEET (7.56 m³) WEIGHT (NOMINAL)205 lbs.(92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m³) MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET (3.26 m³) WEIGHT (NOMINAL)90 lbs.(40.8 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" B C 83.4" (2120 mm) 79.1" (2010 mm) INSTALLED 60.0" (1524 mm) 100.0" (2540 mm)90.0" (2286 mm) 61.0" (1549 mm) 32.8" (833 mm) INSTALLED 38.0" (965 mm) CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. UPPER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB BUILD ROW IN THIS DIRECTION LOWER JOINT CORRUGATION FOOT 801 STORMTECH TECHNICAL SPECS. 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 TO ISOLATOR ROW 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 SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED 803 WATER QUALITY WEIR SECTION B-B DETAIL 1 SECTION A-A PLAN BB A A 804 2' CONCRETE CHASE WEIR SUMMARY TABLE STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FT) STMH WEIR A6 36" BASIN 4892.2 8.40 BUILDING 2 BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 UDMONITORI N G W E L LTRAFFIC R A T ED ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTD D D D DD D DD D D odp1 S S S S S S S H2O S HY DELEC S XXXSSANI SANI SANI WV WV WV GAS H2OGAS GAS VAULT ELEC V.P. ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST STSTSTST ST STSTSTSTSTST ST D D D D D STSTSTSTSTD D ODP1 ODP2 A1 A3 A5 BF1 A6 A7 A8 A9 A10 A11 B1 B2 B3 B4 B5 B6 ODP3 odp2 a7 a8 a10 a11 b2 b3 bf1 ODP POND DETENTION POND A - BROOKFIELD PRECISION DRIVE BROOKFIELD DRIVELE FEVER DRIVE CINQUEFOIL LANENORTHERN LIGHTS DRIVEBROOKFIELD DRIVEodp3 IMAGO ENTERPRISES INC, 4710 CINQUEFOIL LN, FORT COLLINS A4A2 A12 a2 a3 15' DRAINAGE EASEMENT RAIN GARDEN OVERFLOW OUTFALL RAIN GARDEN FLAT AREA = 1,556 SQ. FT. (1,404 SQ. FT. MINIMUM) DRAINAGE EASEMENT LANDSCAPE DRAIN (TYP.) LANDSCAPE DRAIN (TYP.) LANDSCAPE DRAIN (TYP.) EXISTING 15' TYPE R INLET AREA INLET AREA INLETAREA INLET AREA INLET TYPE R INLET TYPE R INLET TYPE R INLET AREA INLET EXISTING TYPE R INLET EMERGENCY OVERFLOW PATH SWALE EXISTING 36" RCP FOREBAY PROPOSED OFF-SITE STORM EASEMENT BY SEPARATE DOCUMENT FOREBAY AREA INLET STORM DRAIN (TO BE UTILIZED FOR ROOF DRAIN CONNECTIONS) STORM DRAIN (TO BE UTILIZED FOR ROOF DRAIN CONNECTIONS) AREA INLET DRAINAGE EASEMENT LANDSCAPE DRAIN (TYP.) DRAINAGE EASEMENT 24 MC-7200 STORMTECH ISOLATOR CHAMBERS SheetTHE SAVOYThese 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 CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37 DR1 DRAINAGE PLAN37 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 ) 0 1 INCH = 50 FEET 50 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER OVERLAND FLOW PROPOSED STORM INLET BASIN AREA LID SUMMARY: ST A a PROPOSED RIGHT-OF-WAY DESIGN POINT BASIN ID BASIN MINOR AND MAJOR C COEFFICIENTS LEGEND: 1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR THE SAVOY" BY NORTHERN ENGINEERING DATED 03/29/2023 FOR ADDITIONAL INFORMATION. 2.THE SAVOY WILL NOT BE PROVIDING ONSITE DETENTION. DETENTION IS BEING PROVIDED AT ODP POND AND DETENTION POND A - BROOKFIELD. 3.LID MEASURES ARE PROVIDED VIA STORMTECH ISOLATOR CHAMBERS AND RAIN GARDEN. 4.ALL PROPOSED ONSITE STORM SEWER AND STORMTECH SYSTEM ARE TO BE PRIVATELY OWNED AND MAINTAINED. ALL PROPOSED OFFSITE STORM SEWER SYSTEMS ARE PUBLICLY OWNED AND MAINTAINED. 5.TEMPORARY AND LONG TERM EROSION PROTECTION WILL BE DESIGNED AND SHOWN AT FIRST ROUND FDP. NOTES: CONCENTRATED FLOW BASIN DELINEATION PROPOSED UNDERDRAIN UD BASIN TOTAL AREA (acres) Tc2 (min) Tc100 (min) C2 C100 Q2 (cfs) Q100 (cfs) A1 0.17 5.0 5.0 0.81 0.86 0.39 1.46 A2 0.46 5.0 5.0 0.86 0.91 1.13 4.19 A3 0.64 5.0 5.0 0.83 0.88 1.52 5.62 A4 0.17 5.0 5.0 0.81 0.86 0.39 1.46 A5 0.27 5.0 5.0 0.80 0.86 0.62 2.34 A6 0.19 5.0 5.0 0.67 0.73 0.37 1.40 A7 0.36 5.0 5.0 0.89 0.94 0.91 3.36 A8 0.52 5.0 5.0 0.88 0.93 1.32 4.86 A9 0.63 5.0 5.0 0.69 0.74 1.24 4.64 A10 0.51 5.0 5.0 0.87 0.92 1.27 4.68 A11 0.60 5.0 5.0 0.79 0.84 1.36 5.04 A12 0.24 5.0 5.0 0.85 0.90 0.59 2.17 ODP1 0.45 5.0 5.0 0.67 0.72 0.87 3.25 ODP2 0.90 6.1 6.1 0.73 0.79 1.75 6.61 ODP3 0.25 5.0 5.0 0.66 0.71 0.47 1.78 B1 0.25 5.0 5.0 0.64 0.70 0.45 1.71 B2 0.51 5.0 5.0 0.90 0.95 1.31 4.83 B3 0.58 5.0 5.0 0.82 0.88 1.36 5.09 B4 0.25 5.0 5.0 0.83 0.88 0.59 2.17 B5 0.39 5.0 5.0 0.75 0.80 0.83 3.10 B6 0.17 5.0 5.0 0.29 0.35 0.14 0.61 BF1 1.16 10.4 10.4 0.63 0.69 1.62 6.18 Area treated by Stormtech LID Pond (ac)4.78 Area treated by Rain Garden (ac)2.15 Total LID (ac)6.93 *Total Drainage Area (ac)9.24 % Treated by LID 75.00% % Treated by ODP Pond and Detention Pond A - Brookfield 25.00% RUNOFF SUMMARY: *Includes Major Basin A, Major Basin B, Basin BF1, Sub-Basin ODP2, and Sub-Basin ODP3. Excludes Sub-Basin ODP1 KEYMAP 24' DR1