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Home My WebLink AboutPEDERSEN TOYOTA EXPANSION - PDP - PDP140007 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION COVER SHEET 06/04/14 N/A N/A JTC RA 1 of 5 HEATH CONSTRUCTION 141 RACQUETTE DRIVE FORT COLLINS, CO 80522 PHONE: 970.221.4195 FAX: 970.221.2907 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. UTILITY PLANS FOR PEDERSEN TOYOTA EXPANSION A REPLAT OF PEDERSEN TOYOTA-VOLOVO-SAAB P.U.D. & MINI-U-STORAGE P.U.D., LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION GENERAL NOTES 06/04/14 N/A N/A JTC RA 2 of 5 HEATH CONSTRUCTION 141 RACQUETTE DRIVE FORT COLLINS, CO 80522 PHONE: 970.221.4195 FAX: 970.221.2907 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRELIMINARY NOT FOR CONSTRUCTION SOUTH COLLEGE AVENUE (HWY 287) KENSINGTON DRIVE SOUTH MASON STREET 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION EXISTING CONDITIONS & DEMOLITION PLAN 06/04/14 1" = 30' N/A JTC RA 3 of 5 HEATH CONSTRUCTION 141 RACQUETTE DRIVE FORT COLLINS, CO 80522 PHONE: 970.221.4195 FAX: 970.221.2907 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE SOUTH COLLEGE AVENUE (HWY 287) KENSINGTON DRIVE SOUTH MASON STREET 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 GRADING, DRAINAGE & EROSION CONTROL PLAN PEDERSEN TOYOTA EXPANSION 06/04/14 1" = 30' N/A JTC RA 4 of 5 HEATH CONSTRUCTION 141 RACQUETTE DRIVE FORT COLLINS, CO 80522 PHONE: 970.221.4195 FAX: 970.221.2907 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner LEGEND SILT FENCE INLET PROTECTION (REFER TO DETAIL) CONSTRUCTION ENTRANCE NOTES: 1. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR THE PROTECTION FROM THE 100-YR STORM. 2. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM SOUTH COLLEGE AVENUE (HWY 287) KENSINGTON DRIVE SOUTH MASON STREET 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1180-027-00 PEDERSEN TOYOTA EXPANSION UTILITY PLAN 06/04/14 1" = 30' N/A JTC RA 5 of 5 HEATH CONSTRUCTION 141 RACQUETTE DRIVE FORT COLLINS, CO 80522 PHONE: 970.221.4195 FAX: 970.221.2907 0 30' 30 15 30 60 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5-FEET FROM BUILDING UNLESS OTHERWISE NOTED. SITE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF BUILDING UTILITIES WITH ARCHITECTURAL DRAWINGS. 3. ALL STORM SEWER, 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. 4. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 5. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 6. STORM SEWER PIPE SHALL BE RCP OR HDPE WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. 7. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 8. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 9. 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. 10. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL PRIMARY LINE FROM CONNECTION POINT TO ELECTRIC VAULT, SECONDARY LINES FROM VAULT TO METER, AND BUILDING METER. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS METER GROUP FOR METER LOCATION. CONTACT CITY OF FORT COLLINS LIGHT & POWER FOR THEIR CURRENT REQUIREMENTS. CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRELIMINARY NOT FOR CONSTRUCTION NOTE: UTILITY LOCATES AND SURVEY ARE IN PROCESS. CITY UTILITIES SUCH AS ELECTRICAL AND WATERLINES HAVE NOT BEEN LOCATED/SURVEYED AND ARE CURRENTLY NOT SHOWN. APPROX LOCATION OF EXISTING UTILITIES WILL BE SHOWN ON FUTURE SUBMITTALS. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES (SEE NOTE 1) TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 3. PROPOSED EASEMENTS ARE SHOWN AND WILL BE DEDICATED WITH THE PLAT. EASEMENTS ARE LABELED ON THE UTILITY PLAN. 4. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED. THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVE. 5. OFFSITE GRADING IS LIMITED TO AREAS COVERED BY EXISTING DRAINAGE AND/OR UTILITY EASEMENTS FOR THE PURPOSE OF UTILITY OR DRAINAGE CONNECTIONS, UNLESS OTHERWISE NOTED. 6. 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. 7. LIMITS OF STREET CUT 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. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. 0 30' 30 15 30 60 SCALE: 1" = DRAINAGE ARROW CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRELIMINARY NOT FOR CONSTRUCTION BASIN LABEL DESIGN POINT BASIN BOUNDARY FLOW PATH MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH CITY APPROVAL FOR REMOVAL. 3. 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. 4. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVEMENT, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF ALL AREAS DISTURBED/DAMAGED BY CONSTRUCTION INCLUDING BUT NOT LIMITED TO SIDEWALKS, ASPHALT, CURB/GUTTER, IRRIGATION AND LANDSCAPE AREAS TO THEIR ORIGINAL CONDITION OR BETTER. 6. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO NEAREST JOINT. 7. ALL UTILITY DISCONNECTION/REMOVAL/CONNECTION MEANS AND/OR SCHEDULE SHALL BE COORDINATED WITH THE UTILITY PROVIDER. 9. ALL FOUNDATIONS TO BE REMOVED TO BOTTOM OF FOOTERS. 10. ALL BACKFILL TO BE COMPLETED PER SPECIFICATIONS BY SITE CONTRACTOR. 11. FOR TREE REMOVAL AND PROTECTION, REFER TO LANDSCAPE TREE MITIGATION PLAN. INFORMATION SHOWN ON THIS PLAN IS FOR COORDINATION PURPOSES ONLY. 12. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE DEMO. PRELIMINARY NOT FOR CONSTRUCTION LEGEND DEMO UTILITIES DEMO SITE FEATURES DEMO STRUCTURE/UTILITY/LIGHT/ETC. TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREES (RE: LA) JUNE 2014 UTILITY CONTACTS: 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. CITY OF FORT COLLINS BENCHMARK #48-01 APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH 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. ELEV=5033.57 NGVD29 (UNADJUSTED) CITY OF FORT COLLINS BENCHMARK #15-94 ON THE NORTH SIDE OF WEST HARMONY RD, 450 FEET EAST OF HINSDALE DR., ON THE CONCRETE RING OF AN ELECTRIC MANHOLE NEAR THE NORTH RIGHT OF WAY FENCE. ELEV=5051.59 NGVD29 (UNADJUSTED) BASIS OF BEARINGS AND LINEAL UNIT DEFINITION ASSUMING THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, 715:$6%($5,1*1257+ :(67%(,1*$*5,'%($5,1*2) THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2645.98 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. THE LINEAL DIMENSIONS AS CONTAINED HEREIN ARE BASED UPON THE "U.S. SURVEY FOOT." PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED EMERGENCY OVERFLOW ROUTE EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES ABBREVIATION LIST vicinity map Scale: 1" = 1000' 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. ROBERT ALMIRALL P.E. NO. 33441 OWNER Pedersen Toyota 4455 S. College Ave Fort Collins, Colorado 80525 Ph. 970.688.4358 GENERAL CONTRACTOR Heath Construction 141 Racquette Dr. Fort Collins, Colorado 80522 ENGINEER Interwest Consulting Group 1218 W. Ash St, Suite C Windsor, Colorado 80550 Ph. 970.674.3300 PLANNER BHA Design 1603 Oakridge Dr Fort Collins, Colorado 80525 Ph. 970.223.7577 SURVEYOR King Surveyors 650 Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 FORT COLLINS UTILITIES 700 Wood Street Fort Collins, Colorado 80522 WATER/WASTEWATER Roger Buffington Ph. 970.221.6854 STORMWATER Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Doug Martine Ph. 970.221.6700 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.377.6401 PRELIMINARY NOT FOR CONSTRUCTION AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BOV BLOW OFF VALVE BOS BOTTOM OF STEP BW BOTTOM OF WALL CATV CABLE TELEVISION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CONC CONCRETE COORD COORDINATION DE DRAINAGE EASEMENT DEMO DEMOLITION DIA DIAMETER E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GV GATE VALVE HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE ROW RIGHT-OF-WAY RT RIGHT SS SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TC TOP OF CONCRETE TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION INDEX OF SHEETS Sheet No. Description of Sheets 1 Cover Sheet 2 General Notes 3 Existing Conditions & Demolition Plan 4 Grading, Drainage & Erosion Control Plan 5 Utility Plan PROPOSED BUILDING ACCESS LOCATION