HomeMy WebLinkAboutOFFICE AND LIGHT INDUSTRIAL AT TECHNOLOGY PARKWAY - PDP200016 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSTECHNOLOGY PARKWAY
(85' ROW)PRECISION DRIVE(66' ROW)EX 8" PVC SANITARY SEWERPROPERTY BOUNDARYROCK CREEK DRIVE(ROW VARIES)9' UTILITY EASEMENT(REC. NO. 2001085362)16' DRAINAGE EASEMENT(REC. NO. 20160049345)GRADING & UTILITY EASEMENT(REC. NO. 20150029090)UTILITY EASEMENT(REC. NO 20080041258)SANITARY SEWER EASEMENT(REC. NO. 20160048879)LOT 1WINDSONG AT ROCK CREEK(RECEPTION NO. 2016050565)LOT 1EYE CENTER OF NORTHERNCOLORADO SUBDIVISION(RECEPTION NO. 20160032638)UNPLATTED(HARMONY TECHNOLOGY PARK LLC)LOT 1MAINSTREET HEALTH & WELLNESS SUITES(RECEPTION NO. 20150031289)LOT 1
HARMONY TECHNOLOGY PARK 3RD FILING FIRST REPLAT
(RECEPTION NO. 20120001483)
LOT 1
HARMONY TECHNOLOGY PARK 5TH FILING
(RECEPTION NO. 20170034697)UNPLATTED(POUDRE R-1 SCHOOL DISTRICT)PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYEX 18" RCP STORM SEWERDRAINAGE & UTILITY EASEMENT(REC. NO 20080041257)DRAINAGE & UTILITY EASEMENT(REC. NO 20080071164)TFDC
PROP FIRELINE / SERVICE:INSTALL 12"x8" SWIVEL TEEW/ 8" GV(S) & TBN 105856.58E 211520.69PROP 2" WATER SERVICE TAPW/ CS & MPN 105856.65E 211539.58PROP 6" SAN SEWER SERVICECONNECTION TO EX 8"SAN SEWER SERVICE STUBN 105831.27E 211735.53(97.3 LF)(83.5 LF)(128.1 LF)(344.5 LF)(173.6 LF)(14.9 LF)(67.4 LF)(11.0 LF)(22.4 LF)(16.3 LF)(16.1 LF)(22.3 LF)(13.1 LF)(77.5 LF)(100.0 LF)(261.3 LF)(35.8 LF)(37.1 LF)(21.4 LF)(102.7 LF)(41.9 LF)(98.3 LF)(5.3 LF)(113.1 LF)EX 18" RCP STORM SEWEREX 8" PVC SANITARY SEWEREX 12" WATER LINEEX 24" RCP STORM SEWEREX FIRE HYDRANTEX FIRE HYDRANTEX 30" RCP STORM SEWEREX 24" RCP STORM SEWEREX 24" RCP STORM SEWEREX 24" WATER LINEEX 24" RCP STORM SEWEREX WATER LINESECTION LINEPROPOSED BUILDING(9.4 LF)(67.4 LF)(27.7 LF)(46.7 LF)(213.6 LF)(105.6 LF)(29.1 LF)(61.9 LF)(40.7 LF)(77.9 LF)(95.1 LF)(8.6 LF)(29.0 LF)PROP LIDOVERFLOW INLETPROP LIDOVERFLOW INLETPROP LIDOVERFLOW INLETLOT 1LOT 2LOT 3TRACT A(130.3 LF)(55.6 LF)(109.9 LF)(46.3 LF)(73.5 LF)12355889101010101010101087774455545410778845555441177788KEY NOTE LEGENDPROPOSED 206.5 LF OF 6" SANITARY SEWER SERVICE(STUB TO 5' OUTSIDE OF BUILDING - SEE MEP PLANS)PROPOSED 243 LF OF 6" FIRE SERVICE LINE(STUB TO 5' OUTSIDE OF BUILDING - SEE MEP PLANS)PROPOSED 241 LF OF 2" WATER SERVICE LINE(STUB TO 5' OUTSIDE OF BUILDING - SEE MEP PLANS)PROPOSED 4" SOLID HDPE STORM SEWERPROPOSED 4" PERFORATED HDPE STORM SEWERPROPOSED 12" RCP STORM SEWERPROPOSED 18" RCP STORM SEWERPROPOSED 24" RCP STORM SEWERPROPOSED 15" RCP STORM SEWERPROPOSED 12" HDPE STORM SEWERPROPOSED FIRE DEPARTMENT CONNECTION1234567891011LEGENDEXISTING TELEPHONE LINEEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING STORM SEWER LINEEXISTING IRRIGATION LINEEXISTING BURIED ELECTRIC LINEEXISTING FIBER OPTIC LINEPROPOSED TRANSFORMER LOCATIONTNOTES: .1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SEWER, AND STORM SEWER LINES.2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTEDOTHERWISE.3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC.4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.5.A 2" WATER SERVICE AND METER PIT ARE ASSUMED FOR THE PROPOSED BUILDING, WHICH MAYSERVE SEPARATE TENANTS. THEREFORE, THE DEVELOPER MAY CHOOSE TO SUB-METER BEHINDTHE MASTER METER, OR MAY INSTALL A SECOND SERVICE AND METER PIT. FINAL SIZING OF THEMETER WILL BE BY THE MEP DURING FINAL DESIGN, AND PRIOR TO CONSTRUCTION.6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4 1/2' OF COVER AND A MAXIMUM OF 5 1/2' OF COVER.7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF THE MAIN BUILDING EQUIPPEDWITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER POUDRE FIRE AUTHORITY.CONTRACTOR TO COORDINATE LOCATION OF KNOXBOX WITH POUDRE FIRE AUTHORITY.8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, ORFLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, ORHANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA) COMPLETED ANDSUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.9.THE PROPOSED BUILDING IS LIKELY TO HAVE TWO KNOX BOXES AND ONE FDC. ONE KNOX BOX WILLBE INSTALLED AT THE MAIN ENTRANCE ON THE EAST SIDE OF THE BUILDING, WITH THE SECONDINSTALLED ON THE NORTH SIDE OF THE BUILDING. THE FDC SHALL BE LOCATED AND MOUNTED, PERP.F.A. REQUIREMENTS.10.THE 2" WATER SERVICE LINE, AND THE 6" FIRE LINE SHALL BOTH RUN IN A COMMON TRENCH WITHTHE 6" FIRE LINE BEING PARALLEL TO AND ABOVE THE 2" WATER SERVICE LINE (EXCEPT WHERE IT45'S OFF TO THE WATER MAIN CONNECTION LOCATION). THE 2" WATER SERVICE SHALL BE PLACEDALONG THE EAST SIDE OF THE FIRELINE. BOTH LINES SHALL BE EXTENDED TO 5' OUTSIDE OF THEBUILDING, AS SHOWN. SEE MEP PLANS FOR INTERNAL CONNECTION TO BUILDING.11.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPE SIZING FOR ALLSTORM SEWER WILL BE DETERMINED IN FINAL DESIGN.12.GAS SERVICE, ELECTRIC SERVICE AND THEIR ASSOCIATED METERING LOCATIONS WILL BEDETERMINED IN FINAL DESIGN.ASPEN0'SCALE: 1" = 40'40'80'FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.UTILITY PLAN APPROVALCity of Fort Collins, ColoradoSHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
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IONproject no:date: 5041 TECHNOLOGY PARKWAY
PDP
FORT COLLINS, COLORADO
UTILITY PLANC-009913OCTOBER 8, 2020100-004DJWJRGJRG
SHEET No:PROJECT/ LOCATION:
DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. #
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IONproject no:date: 5041 TECHNOLOGY PARKWAY
PDP
FORT COLLINS, COLORADO
SANITARY SEWER & STORM SEWER DETAILSC-0121213OCTOBER 21, 2020100-004DJWJRGJRGUTILITY PLAN APPROVALCity of Fort Collins, ColoradoPLASTIC STORM BEDDING DETAILLID PRE-SEDIMENTATION BASINWITH OVERFLOW DETAILN.T.S.1' PONDING DEPTH12" SECTION OF BIORETENTION SAND MEDIA (SPECIFICATIONS FROM CITY OF FORT COLLINS)NOTES:(1)THE LID PRE-SEDIMENTATION BASINS SHALL HAVE AN ALLOWABLEPONDING DEPTH OF 1', AND BE CONSTRUCTED PER THIS DETAIL.(2)THE LID PRE-SEDIMENTATION BASINS WILL PROVIDE ADDITIONALWATER QUALITY FOR THE PROPOSED DEVELOPMENT AREA BYPONDING DURING FIRST FLUSH CONDITIONS UP TO A DEPTH OF 1',PRIOR TO SPILLING DOWNSTREAM AND INTO THE STORM SEWERSYSTEM. THE LID PRE-SEDIMENTATION BASIN WILL ALSO PROVIDEA MECHANISM FOR POLLUTANTS TO SETTLE OUT OF THE STORMFLOWS, WHILE PROMOTING INFILTRATION, IN ACCORDANCE ANDAS-REQUIRED BY CITY OF FORT COLLINS STANDARDS.(3)THE LID BASINS WITHIN THE SITE SHALL HAVE 30" OF NATIVEMATERIAL OVEREXCAVATED AND REMOVED WITHIN THE LIDFOOTPRINT AREAS, AS DEPICTED IN THE UTILITY PLANS. A 12"SECTION OF 12"- 34 " (CLASS 2) GRAVEL SHALL BE INSTALLED AT THEBOTTOM OF THE EXCAVATED AREA WITH A 6" SECTION OF PEAGRAVEL INSTALLED OVER THE CLASS 2 MATERIAL. A 12" SECTIONOF SAND/ SHREDDED WOOD MULCH/TOPSOIL MIX (70/10/20) SHALLTHEN BE PLACED OVER THE PEA GRAVEL AND SHALL BE LIGHTLYCOMPACTED. THE LID BASIN AREA SHALL BE SEEDED ANDLANDSCAPING PROVIDED IN AND AROUND THE LID BASIN, ASSHOWN AND CALLED FOR IN THE LANDSCAPE PLANS.THIS MEDIUMSHALL BE UTILIZED FOR THE ENTIRE LID BASIN, FOOTPRINT, ASDEPICTED IN THE GRADING PLANS(4)ALL RECOMMENDATIONS AND REQUIREMENTS CALLED FOR IN THEGEOTECHNICAL REPORT SHALL BE FOLLOWED AND IMPLEMENTED.SHOULD ANY CONFLICTS ARISE BETWEEN THAT CALLED FOR IN THEGEOTECHNICAL REPORT AND CITY LID STANDARDS, THECONTRACTOR SHALL CONTACT THE ENGINEER OR OWNERSIMMEDIATELY.6" SECTION OF PEA GRAVEL12" SECTION OF NO. 2 OR NO. 3WASHED GRAVEL (MIN. 2"ABOVE AND BELOW PIPE)NATIVE MATERIAL4:1 MAX. SIDE SLOPEINTO RAIN GARDEN4" PVC PERF PIPE REFERTO UTILITY PLAN FORLOCATIONWW-15