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Home My WebLink AboutBOARDWALK OFFICE BUILDING - FDP - FDP180001 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING COVER SHEET 1/17/18 N/A N/A ES MPO 1 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 ARCHITECT r4 Architects 226 Remington St, Unit #3 Fort Collins, CO 80524 PH. 970.224-0630 Contact: Stan Arnett PLANNER/LANDSCAPE ARCHITECT TB Group 444 Mountain Avenue Berthoud, Colorado 80513 PH. 970.532.5891 Contact: Cathy Mathis ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, Colorado 80550 PH. 970.674.3300 Contact: Mike Oberlander SURVEYOR PLS Group 6843 N. Franklin Ave Loveland, Colorado 80538 PH. 970.669.2100 UTILITY CONTACTS: City of Fort Collins Fort Collins, Colorado 80522 700 Wood Street TELEPHONE SERVICE Century Link 3702 Automation Dr, Suite 106 Fort Collins, Colorado 80525 Contact: Engineering Office NATURAL GAS Xcel Energy Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING GENERAL NOTES 1/17/18 N/A N/A ES MPO 2 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 “ ” “ ” “ ” “ ” “ ” PROPOSED BUILDING FF=5055.35 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 2. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. FLOWLINE RADII ARE 2' UNLESS OTHERWISE NOTED. 5. ENTRY ISLAND CONCRETE CAP SHALL BE 4 INCH THICK CONCRETE COVER MATERIAL, DAVIS COLOR "OMAHA TAN", HEAVY BROOM FINISH. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING HORIZONTAL CONTROL PLAN 1/17/18 1"=20' N/A ES MPO 3 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 PROPERTY/EASEMENT MAP PROPOSED BUILDING FF=5055.35 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION NOTES: 1. ALL STORM SEWER, SANITARY SEWER, AND WATER CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 2. STORM SEWER PIPE SHALL BE RCP OR PVC WITH WATER TIGHT JOINTS. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION UNLESS OTHERWISE NOTED. 4. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5-FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K COPPER UNLESS OTHERWISE NOTED. 5. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 6. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 7. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING UTILITY PLAN 1/17/18 1"=20' N/A ES MPO 4 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 PROPOSED BUILDING FF=5055.35 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING GRADING PLAN 1/17/18 1"=20' N/A es MPO 5 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 PERVIOUS PAVER DETAIL SECTION NTS NOTES: 1. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 2. CLEANOUTS IN PERVIOUS PAVER SYSTEMS TO HAVE CONCRETE COLLARS. 3. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DRY STACK STONE WALL NTS CLEANOUT W/ CONCRETE COLLAR (PLAN VIEW) NTS PROPOSED BUILDING FF=5055.35 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING DRAINAGE PLAN 1/17/18 1"=20' N/A ES MPO 6 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 NOTES: 1. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND PROPOSED DIRECTION OF OVERLAND FLOW MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA, ACRES PROPOSED DRAINAGE BASIN ID DESIGN POINT PROPOSED DRAINAGE BASIN DIVIDE LINE PROPOSED BUILDING FF=5055.35 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING EROSION CONTROL PLAN 1/17/18 1"=20' N/A ES MPO 7 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND VEHICLE TRACKING PAD STORM DRAIN INLET PROTECTION - TYPE III CONCRETE WASHOUT STRUCTURE EROSION LOG INLET PROTECTION AT DROP INLET EROSION LOG WITH CONSTRUCTION FENCE EROSION LOG AT FES OUTLET AGGREGATE BAG EROSION LOG NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE Revisions No. Date Description By Revisions No. Date Description By PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1326-069-00 BOARDWALK OFFICE BUILDING STORM SYSTEM PLAN & PROFILE 1/17/18 1"=20' 1"=4' ES MPO 8 r4 ARCHITECTS 226 Remington St, Unit #3 Fort Collins, CO 80524 PHONE: 970.224.0630 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 4' 20 10 20 40 NOTES: 1. ALL STORM SEWER AND WATER CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 2. STORM SEWER PIPE SHALL BE RCP OR PVC WITH WATER TIGHT JOINTS . ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION UNLESS OTHERWISE SPECIFIED. 4. NORTHING AND EASTINGS AND STATIONINGS ARE CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 5. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 6. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. NOTE: ALL STORM SEWERS ARE PRIVATELY OWNED AND MAINTAINED PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1326-069-00 BOARDWALK OFFICE BUILDING DETAILS 1/17/18 N/A N/A ES MPO 9 r4 DEVELOPMENT 226 Remington St, Unit #3 FORT COLLINS, CO 80524 PHONE: 970.224.0630 Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1326-069-00 BOARDWALK OFFICE BUILDING DETAILS 1/17/18 N/A N/A ES MPO 10 r4 DEVELOPMENT 226 Remington St, Unit #3 FORT COLLINS, CO 80524 PHONE: 970.224.0630 Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1326-069-00 BOARDWALK OFFICE BUILDING DETAILS 1/17/18 N/A N/A ES MPO 11 r4 DEVELOPMENT 226 Remington St, Unit #3 FORT COLLINS, CO 80524 PHONE: 970.224.0630 Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1326-069-00 BOARDWALK OFFICE BUILDING DETAILS 1/17/18 N/A N/A ES MPO 12 r4 DEVELOPMENT 226 Remington St, Unit #3 FORT COLLINS, CO 80524 PHONE: 970.224.0630 Revisions No. Date Description By Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1326-069-00 BOARDWALK OFFICE BUILDING DETAILS 1/17/18 N/A N/A ES MPO 13 r4 DEVELOPMENT 226 Remington St, Unit #3 FORT COLLINS, CO 80524 PHONE: 970.224.0630 Revisions No. Date Description By Revisions No. Date Description By ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 5. REMOVE ALL SEDIMENT FROM PERVIOUS PAVERS JUST BEFORE TIME OF SITE CERTIFICATION. 1901 E. Horsetooth Road Contact: Stephanie Rich WATER UTILITIES ENGINEERING Fort Collins, Colorado 80525 Heather McDowell Ph. 970.224.6065 LIGHT & POWER Rob Irish Ph. 970.224.6167 Ph. 970.225.7828 Ph. 970.490.7508 vicinity map Scale:: 1"=400' UTILITY PLANS FOR BOARDWALK OFFICE BUILDING TRACTS 8 & 10, BLOCK 2, LANDINGS OFFICE PARK P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JANUARY 2018 AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE ASSY ASSEMBLY BOV BLOW OFF VALVE BOW BOTTOM OF WALL C&G CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE DE DRAINAGE EASEMENT EAE EMERGENCY ACCESS EAESEMT EG EXISTING GRADE EL ELEVATION ES EMERGENCY SPILLWAY EX EXISTING FES FLARED END SECTION FH FIRE HYDRANT FL FLOWLINE GB GRADE BREAK GV GATE VALVE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE PAE PUBLIC ACCESS EASEMENT PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RT RIGHT SAN SANITARY SEWER SDMH STORM DRAIN MANHOLE STA STATION STM STORM SEWER TB THRUST BLOCK TOF TOP OF FOUNDATION TOW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY ABBREVIATION LIST PROPOSED STREET LIGHT PROPOSED STORM MANHOLE PROPOSED STORM SEWER PROPOSED WATER CURB STOP/ METER PIT PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING STORM SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE RIGHT-OF-WAY LINE EXISTING FLOWLINE, CURB & GUTTER EASEMENT LINE PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE/RAILING EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT EXISTING EDGE OF ASPHALT PROPOSED FLARED END SECTION (FES) INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. BENCHMARKS: PROJECT DATUM: NAVD88 BENCHMARK #D-322 EAST SIDE OF COLLEGE AVENUE ON A HEADWALL CURB APPROXIMATELY 1560 FEET NORTH OF HORSETOOTH AND COLLEGE AVENUE. ELEVATION=5034.46 BENCHMARK #48-01 APPROXIMATELY 1 2 MILE SOUTH OF HORSTOOTH ROAD, WEST OF COLLEGE AVENUE AT THE ENTRANCE TO BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING LOT, ON A CONCRETE CURB. ELEVATION=5036.76 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 - 3.19'. HORIZONTAL DATUM: COLORADO STATE PLANE COORDINATES, NAD 83(2011) DATUM. HORIZONTAL CONTROL BASED TRIMBLE VRS NETWORK. INDEX OF SHEETS Sheet No. Description of Sheets COVER SHEET GENERAL NOTES HORIZONTAL CONTROL PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN EROSION CONTROL PLAN STORM SYSTEM PLAN & PROFILE DETAILS 1 2 3 4 5 6 7 8 9 - 13 ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................