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HomeMy WebLinkAboutSAMS CLUB FUEL STATION - MJA200002 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSSITE S1 S2 S3 S4 S5 S6 S7 HC POL LDR E GC HC UE LDRLDMN MDMNMDMN LDR LDR POL POL LDMN LDR POL LDMN GC SC LDMN LDMNE HARMONY ROAD OAKRIDGE DR S BOARDWALK DRS LEMAY AVES COLLEGE AVEFO S S I L C R E E K P KW YS COLLEGE AVES MASON STMASON TRAILS BOARDWA LK DR SAM'S CLUB E HARMONY ROAD S LEMAY AVES COLLEGE AVE Engineering Associates, Inc. ARIZONA § ARKANSAS § CALIFORNIA § FLORIDA § MINNESOTA § NORTH CAROLINA § PENNSYLVANIA § TEXAS CONSTRUCTION PLANS FOR 710 W. Pinedale Ave. Fresno, CA 93711 (559) 447-3119 FAX: (559) 447-3129 31493-CS 31493 SAM'S CLUB FUEL STATION #6633-212 4700 BOARDWALK DRIVE C1 FORT COLLINS, COLORADO LAND USE TABLE PROJECT NAME:SAM'S CLUB FUEL STATION #6633 PROJECT ADDRESS:4700 BOARDWALK DRIVE, FT. COLLINS, CO 80525 PROJECT DESCRIPTION:CONSTRUCTION OF A FREE STANDING FUEL STATION WITHIN THE EXISTING SAM'S CLUB PARKING LOT EXITING ZONING:HARMONY CORRIDOR DISTRICT (H-C) PROPOSED ZONING:N/A TOTAL PARCEL SIZE (SAM'S CLUB):11.95± AC / 520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET P.U.D.) TOTAL PROJECT SIZE (FUEL STATION):TBD MAXIMUM BUILDING HEIGHT:21'-6'' (CANOPY) 11'-6'' (KIOSK) 30'-0''± (EXISTING SAM'S CLUB) TOTAL FLOOR AREA:130,383± SF (PRE-CONSTRUCTION) 130,583± SF (POST-CONSTRUCTION) TOTAL FLOOR AREA RATIO:25.38% (PRE-CONSTRUCTION) 25.42% (POST-CONSTRUCTION) TOTAL PRE-CONSTRUCTION PARKING:557 (4.27 / 1,000) MINIMUM & MAXIMUM REQUIRED:261 MIN (2 / 1,000) - 522 MAX (4 / 1,000) STANDARD:539 SPACES COMPACT:N/A ACCESSIBLE:12 SPACES (12 REQUIRED - 2% OF TOTAL) MOTORCYCLE:N/A BICYCLE (ENCLOSED):UNKNOWN BICYCLE (FIXED):8 (33 REQUIRED - 1 / 4,000) TOTAL POST-CONSTRUCTION PARKING:484 (3.71 / 1,000) MINIMUM & MAXIMUM REQUIRED:261 MIN (2 /1,000) - 522 MAX (4 / 1,000) STANDARD:471 COMPACT:N/A ACCESSIBLE:13 (9 REQUIRED) MOTORCYCLE:N/A BICYCLE (ENCLOSED):UNKNOWN BICYCLE (FIXED):10 (33 REQUIRED FOR PROJECT - 1 / 4,000) SITE PLAN NOTES: 1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE. 8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BE REQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THE LAND USE CODE. 9.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 10.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 11.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 12.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 13.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 14.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 15.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 16.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 17.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 18.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. 19.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 20.ALL PUBLIC SIDEWALK, DRIVEWAYS AND RAMPS EXISTING OR PROPOSED ADJACENT OR WITHIN THE SITE NEED TO MEET ADA STANDARDS, IF THEY CURRENTLY DO NOT, THEY WILL NEED TO BE RECONSTRUCTED SO THAT THEY DO MEET CURRENT ADA STANDARDS AS A PART OF THIS PROJECT. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. NOTICE TO BIDDERS: WETLANDS INFORMATION: BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT DOES NOT APPEAR TO BE WITHIN A KNOWN WETLAND AREA. ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT VIA ON-LINE BID QUESTION TOOL. SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER. CITY OF FORT COLLINS, CO NOTES: Vicinity Map SCALE: 1 INCH = 1,000 FEETVICINITY MAP LEGEND: SCHOOLS / COLLEGES S1 COLORADO EARLY COLLEGES HIGH SCHOOL S2 KRUSE ELEMENTARY SCHOOL S3 COLORADO EARLY COLLEGES MIDDLE SCHOOL S4 FRONT RANGE ACADEMY PRIVATE SCHOOL S5 THE LEARNING EXPERIENCE PRESCHOOL S6 ACADEMY OF ARTS AND KNOWLEDGE PRESCHOOL S7 WERNER ELEMENTARY SCHOOL ZONING DISTRICTS GC GENERAL COMMERCIAL DISTRICT HC HARMONY CORRIDOR DISTRICT LDMN LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICT LDR LOW DENSITY RESIDENTIAL DISTRICT MDMN MEDIUM DENSITY MIXED-USE NEIGHBORHOOD DISTRICT POL PUBLIC OPEN LANDS DISTRICT SC SERVICE COMMERCIAL DISTRICT UE URBAN ESTATES DISTRICT SITE LOCATION BOUNDARY ZONING DISTRICT BOUNDARY STREET CENTERLINE WATER BODY NATURAL AREA PARK 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 FOR 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. INDEMNIFICATION STATEMENT: FLOOD ZONE INFORMATION: FLOOD ZONE CLASSIFICATION: ZONE X (AREA OF MINIMAL FLOOD HAZARD) FLOOD INSURANCE RATE MAP: 08069C1000F, DATED DEC. 19, 2006 (NOT PRINTED) REVISIONS DATENO.DESCRIPTION 5/19/2020 INITIAL DESIGN LOT 1, HARMONY MARKET P.U.D., FIRST FILING, IN THE CITY OF FORT COLLINS, ACCORDING TO THE RECORDED PLAT THEREOF, COUNTY OF LARIMER, STATE OF COLORADO. ALSO KNOWN AS: A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.N., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1 AS BEARING, SOUTH 0°10'00” WEST, FROM A FOUND NUMBER FOUR REBAR WITH YELLOW CAP AT THE NORTHEAST CORNER, TO A FOUND REBAR IN A VALVE BOX AT THE EAST QUARTER CORNER OF SAID SECTION 1 AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 1; THENCE ALONG SAID EAST LINE, SOUTH 0°10'10” WEST, 49.94 FEET; THENCE, NORTH 89°50'00” WEST, 63.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY NO. 68; THENCE ALONG SAID RIGHT-OF-WAY, NORTH 46°21'21” WEST, 24.52 FEET; THENCE, SOUTH 89°45'15” WEST, 921.30 FEET; THENCE, SOUTH 89°55'30” WEST, 600.00 FEET; THENCE SOUTH 83°39'00” WEST, 402.76 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY, SOUTH 0°11'05” WEST, 363.38 FEET TO A POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF 1°12'48”, A RADIUS OF 566.00 FEET AND THE CHORD OF WHICH BEARS SOUTH 0°25'19” EAST, 11.99 FEET; THENCE ALONG THE ARC OF SAID CURVE 11.99 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 80°29'24” EAST, 119.64 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHWEST, HAVING A CENTRAL ANGLE OF 45°41'15”, A RADIUS OF 100.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 57°38'46” EAST 77.64 FEET; THENCE ALONG ARC OF SAID CURVE 79.74 FEET; THENCE, NORTH 34°48'09” EAST, 118.16 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTHEAST, HAVING A CENTRAL ANGLE OF 54°36'22”, A RADIUS OF 100.00 FEET AND THE CHORD OF WHICH BEARS NORTH 62°06'20” EAST, 91.74 FEET; THENCE ALONG THE ARC OF SAID CURVE 95.31 FEET; THENCE, NORTH 89°24'31” EAST, 263.86 FEET; THENCE, SOUTH 0°00'00” WEST, 714.30 FEET; THENCE, SOUTH 90°00'00” EAST, 117.28 FEET, THENCE SOUTH 0°00'00” EAST, 308.47 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTH, HAVING A CENTRAL ANGLE OF 20°28'22”, A RADIUS OF 576.00 FEET AND THE CHORD OF WHICH BEARS NORTH 78°44'31” WEST, 204.72 FEET; THENCE ALONG THE ARC OF SAID CURVE 205.82 FEET; THENCE, NORTH 68°30'20” WEST, 150.28 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTH, HAVING A CENTRAL ANGLE OF 19°42'15”, A RADIUS OF 644.00 FEET AND THE CHORD OF WHICH BEARS NORTH 78°21'28” WEST, 220.38 FEET; THENCE ALONG THE ARC OF SAID CURVE 221.47 FEET; THENCE NORTH 88°12'35” WEST, 107.00 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHEAST, HAVING A CENTRAL ANGLE OF 90°00'00”, A RADIUS OF 11.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 43°12'35” WEST, 15.56 FEET; THENCE ALONG THE ARC OF SAID CURVE 17.28 FEET; THENCE, NORTH 1°47'25” EAST, 255.44 FEET TO A POINT ON A CURVE CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 10°37'46”, A RADIUS OF 644.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 3°31'28” WEST, 119.30 feet; THENCE ALONG THE ARC OF SAID CURVE 119.47 FEET; THENCE, NORTH 8°50'22” WEST, 215.96 FEET TO A POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF 7°48'39”, A RADIUS OF 566.00 FEET AND THE CHORD OF WHICH BEARS, NORTH 4°56'02” WEST, 77.10 FEET; THENCE ALONG THE ARC OF SAID CURVE 77.16 FEET; TO THE POINT OF BEGINNING. LEGAL DESCRIPTION: CITY OF FORT COLLINS, COLORADO APPROVALS APPROVED: CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE CHECKED BY: STORM WATER UTILITY DATE CHECKED BY: PARKS & RECREATION DATE CHECKED BY: TRAFFIC ENGINEER DATE CHECKED BY: DATE SHEET INDEX Sheet Number Sheet Title C1 COVER SHEET C2 GENERAL NOTES C3 DEMOLITION PLAN C4 OVERALL SITE PLAN C4.1 FIRE DEPT ACCESS PLAN C5 SITE PLAN C5.1 SITE PLAN - BASIN B C6 GRADING PLAN C6.1 GRADING PLAN - BASIN B C7 DRAINAGE PLAN C7.1 DRAINAGE MAP EXHIBIT C7.2 EXISTING IMPERVIOUS MAP C7.3 PROPOSED IMPERVIOUS MAP C8 UTILITY PLAN C8.1 UTILITY PLAN - BASIN B C9 DETAIL SHEET C10 DETAIL SHEET C11 DETAIL SHEET C12 DETAIL SHEET C13 DETAIL SHEET L1 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN BASIN B L2 LANDSCAPE HYDROZONES L3 IRRIGATION PLAN SW0 SWPPP NOTES SW1 SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK SW2 PHASE 1 EROSION AND SEDIMENT SW3 PHASE 2 EROSION AND SEDIMENT SW4 SWPPP INFORMATION SUMMARIES SW5 SWPPP DETAIL 1 SW6 SWPPP DETAIL 2 SW7 SWPPP DETAIL 3 APP-C PHOTOMETRIC PLAN APP-D PHOTOMETRIC PLAN 1 OF 2 TOPOGRAPHIC SURVEY PLAT 2 OF 2 TOPOGRAPHIC SURVEY PLAT DATE Engineering Associates, Inc.REVISIONS DRWDESPMDPOR INITIAL DESIGN C23:38 PM 3/29/21 GENERAL NOTES4700 BOARDWALK DRIVECOLORADOFORT COLLINSFAX: (559) 447-3129(559) 447-3119Fresno, CA 93711710 W. Pinedale Ave.JAPJAPJPDJDG 5/19/2020SAM'S CLUB FUEL STATION #6633-21231493 31493-GN JOB # 31493 DRAWING: 31493-GN.dwg LAST SAVED BY: JOEPERKINSGENERAL NOTES: A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A CONTRACTOR TO THE SELLER/OWNER: TOPOGRAPHY/BOUNDARY: PLS CORPORATION 532 WEST 66TH STREET LOVELAND, COLORADO 80538 PHONE 970 669-2100 M. BRYAN SHORT, PLS BOUNDARY SURVEY WAS NOT REQUESTED OR PERFORMED. BOUNDARY WAS TAKEN FROM OLD DESIGN DRAWINGS. CEI ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OR OMISSIONS DUE TO THE LOCATION OF BOUNDARY LINES. CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. D. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. F. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER. H. WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. I. RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENT ENGINEERING SERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCY BASIS) ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS, PUBLIC SEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEER SHALL CERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE AND SHALL BE COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANY PRECONSTRUCTION / CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24 HOURS PRIOR TO SAID ACTION. 5/19/2020 INITIAL DESIGN A.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND CODES AND O.S.H.A. STANDARDS. B.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. C.ALL UNPAVED DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. D.ALL CURBED RADII ARE TO BE 2 FEET OR 10 FEET UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5 FEET UNLESS OTHERWISE NOTED. E.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. F.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. G.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS), INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC POLES, ETC. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. H.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. I.TOTAL LAND AREA IS 513,662± SQUARE FEET. J.BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT DOES NOT APPEAR TO BE WITHIN A KNOWN WETLAND AREA. K.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". L.REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN. M.ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. N.CONTRACTOR SHALL COORDINATE WITH SAM'S CLUB MANAGER FOR POINT OF RELOCATION FOR EXISTING CART CORRALS. O.ISOLATION JOINTS SHALL BE INSTALLED AT ALL FIXED STRUCTURES (BUILDING, RETAINING WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES, AND BOLLARDS) SEE DETAIL SHEET. P.ANY EXISTING PARKING LOT STRIPING TO REMAIN THAT IS DAMAGED OR REMOVED DURING CONSTRUCTION OPERATIONS SHALL BE RE-PAINTED; FOUR INCH WIDE, TWO COAT, COLOR SHALL MATCH EXISTING STRIPING. Q.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICE, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. R.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. S.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. T.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MACH SURROUNDING BUILDING SURFACES. U.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. V.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. W.SIGNAGE AND ADDRESSING AREA NOT PERMITTED WITH THE PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. X.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. Y.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. Z.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. AA.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. AB.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. AC.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. AD.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. AE.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. AF.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. AG.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. GENERAL SITE PLAN NOTES: GENERAL DEMOLITION PLAN NOTES: A.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. B.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. D.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. E.EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS. F.PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS. G.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. H.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. I.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". J.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. K.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. L.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. M.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. N.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. O.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. P.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. Q.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. R.CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE STORM SEWER SYSTEM EXCEPT WHERE OTHERWISE NOTED: RCP (ASTM C14), TYPE PSM PVC (ASTM D3034), PE CORRUGATED PIPE, ADS N-12 (ASTM D3212), OR STEEL REINFORCED HDPE AS INDICATED ON THIS PLAN WHERE THE WORD PIPE IS USED. ALL PIPES SHALL HAVE A MAXIMUM ROUGHNESS COEFFICIENT ("N") OF 0.013 AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS REQUIREMENTS FOR MINIMUM AND MAXIMUM COVER. CONTRACTOR SHALL REFER TO THE SITEWORK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR ACCEPTABLE TYPE AND MATERIAL. S.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. T.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. U.UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER ''UTILITY AND STORM DRAIN TRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS. GENERAL GRADING PLAN NOTES: A.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. B.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. C.UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL WATER LINES 3/4 INCH TO TWO (2) INCHES SHALL BE TYPE K COPPER CONFORMING TO AWWA C800. 1-1/2 INCH AND TWO (2) INCH SERVICES MAY USE HDPE DR 9 PER ASTM D2737 IN LIEU OF TYPE K COPPER. ALL WATER LINES FOUR (4) INCHES AND LARGER SHALL BE PVC AWWA C900 DR-18 CLASS 150 AND AWWA C909 CLASS 200. ALL SANITARY SEWER LINES FOUR (4) INCHES TO 15 INCHES SHALL BE PVC, ASTM D3034, TYPE PSM, SDR 35. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM FOUR (4) FEET COVER. D.MINIMUM TRENCH WIDTH SHALL BE TWO (2) FEET. E.ALL WATER JOINTS FOUR (4) INCHES AND LARGER ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. F.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). G.CONTRACTOR SHALL MAINTAIN A MINIMUM COVER ON ALL WATERLINES. H.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). I.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. J.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. K.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. L.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. M.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. N.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. O.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. P.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. Q.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. R.REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. S.CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. T.ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. U.CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. V.PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. W.UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINE PIPE AND SANITARY SEWER PIPE SHALL BE INSTALLED PER FORT COLLINS STANDARD DETAILS W1 AND WW1, SHOWN ON DETAIL SHEETS. GENERAL UTILITY PLAN NOTES: A.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. B.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. C.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. D.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. E.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. F.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER. G.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. H.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. I.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. J.THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. K.ENGINEER'S NOTICE TO CONTRACTOR: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS EROSION AND SEDIMENT CONTROL PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. E.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES. F.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. G.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. H.DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. I.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. J.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS. K.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. L.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. M.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. N.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. O.ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. P.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. Q.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE R.GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. CONTROL NOTES: GENERAL EROSION & SEDIMENT wwstop signstop signstop signstop signstop signstop signstop signstop signmetal chasecovered cart returncovered cart returnstorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltasphaltconcrete sidewalkconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUE wueuesanitary sewer manholerim = 5002.85'8" PVC inv. in (N) = 4995.29'8" PVC inv. out (S) = 4995.23'sanitary sewer manholerim = 5000.72'8" PVC inv. in (N) = 4993.24'8" PVC inv. out (S) = 4993.10'large snow pile attime of surveystop signconcrete sidewalkstop signstop signstop signstop signstop signconcrete sidewalk15"3"1410"14"6"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"14"10"12"14"15"14"12"12"12"12"10"12"10"10"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"AC & GAC & GAC & GAC & GAC & GAC & GAACAASPHALTPAVEMENTAASPHALTPAVEMENTEEEEACONCRETESIDEWALKACONCRETESIDEWALKAC & GEAASPHALTPAVEMENTAASPHALTPAVEMENTAASPHALTPAVEMENTCTREETYPCTREETYPCTREETYPDLIGHTPOLEDLIGHTPOLESTORMINLETBBBCSTOPSIGNCSTOPSIGNTPTP TPTP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTEMPORARY SITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'APPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING 20' ACCESS AND UTILITY EASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30 N89°24'31''E 263.86S00°00'00''E 714.30 e e e e ee www wwweeeeeee e e e e ee e e e e e e ess ss AC & GASIDEWALKEEEESAM'S CLUB STORE FRONTALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020'30'40'SCALE IN FEETDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC34:01 PM3/29/21DEMOLITION PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DMJOB # 31493 DRAWING: 31493-DM.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALLGOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE,STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED.ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLECOMPACTED FILL MATERIAL PER THE SPECIFICATIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFULMANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/ORRELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OFWORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THEUTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.4.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THEONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION ANDREMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BEABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.5.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATEDSHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATIONAND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITYSERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURINGCONSTRUCTION.6.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHERAPPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER.7.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OFTHE EXISTING FACILITIES.8.PRIOR TO DEMOLITION OCCURRING, ALL APPROPRIATE EROSION CONTROL DEVICES ARE TO BE INSTALLED.9.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTINGCONDITIONS OR BETTER.10.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIESDURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANYDAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.11.ENGINEER'S NOTICE TO CONTRACTOR:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWNON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUSTCALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.GENERAL DEMOLITION NOTESDEMOLITION LEGENDAEXISTING TO BE REMOVED.BEXISTING SITE LIGHTING CONDUIT TO BE REROUTED, REF ARCH PLANS FOR SITE LIGHTINGELECTRICAL PLAN.CEXISTING TO REMAINDEXISTING TO RELOCATED.ELIMITS OF SAWCUT AND PAVEMENT REMOVAL.FTREE PROTECTION, REF DETAIL SHEETSPROPOSEDLIMITS OF DEMOLITIONLIMITS OF SAWCUT AND PAVEMENT REMOVALABBREVIATIONSC & G-CURB AND GUTTERTREE PROTECTION, REF DETAIL SHEEETSTP 20' AUE10' AUE ueueueuembWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerWB-50 - Intermediate Semi-TrailerVANKIOSK200± SF FFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJTJTESWWWD1421 1744PROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)14121114L=17.28, R=11.00Δ=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'S00°00'00"E 714.30'N89°24'31"E 263.86'L=95.31,R=100.00Δ=54°36'22"N34°48'09"E 118.16'L=79.74,R=100.00Δ=45°41'15"N80°29'24"E 99.48'N80°29'24"E 20.16'L=77.16, R=565.96Δ=7°48'40"N08°50'22"W 215.96'L =11 9 .4 7 ,R =6 4 3 .9 7Δ=1 0 °3 7 '4 8 "N01°47'25"E 255.44'56393638343025202020131714471188246435137112115282523117151210137207141OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE (ARTERIAL 4 LANES)SAM'S CLUBGREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS115,074± SQ FT813 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAIL126'± 47'±70'48'±70'±80' HARMONY ROAD SETBACK40' COLLECTOR BUILDING SETBACK40' COLLECTOR BUILDING SETBACKEXISTING TRASH COMPACTORRED ROBINS8,118± SQ FT701 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS8,992± SQ FT731 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILOUTBACK STEAK HOUSE6,214± SQ FT807 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILHIBACHI GRILL & SUPREME BUFFET10,330± SQ FT901 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS20,939± SQ FT931 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILFIRST BANK6,680± SQ FT1013 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILDIAMOND SHAMROCK GAS STATION 1,885± SQ FT 4701 S. LEMAY AVENUE, FORT COLLINS, CO ZONE:HC (HARMONY CORRIDOR DISTRICT) USE:COMMERCIAL/RETAILGREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS21,322± SQ FT925 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS54,018± SQ FT1001 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAIL40' CO L LEC TOR BU I LD ING SE TBACK MULTIPLE RETAIL SHOPS5,890± SQ FT921 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue E-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue E-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue PROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE (ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN30'EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN150' DISTANCE FROMPROPOSED FIRE LANEEND PROPOSED FIRE LANESTRIPING & SIGNAGEBEGIN PROPOSED FIRELANE STRIPING & SIGNAGE150'20'10'20'10'30'PFA Fire Truck PFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire Truck PFA Fire TruckPFA Fire Truck52'± WB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerPROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC49:59 AM3/18/21OVERALL SITE PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-OSPJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINS PROPOSED LEGEND#PROPOSED SAM'S CLUB PARKINGEXISTING SAM'S CLUB PARKING TO REMAIN#PEDESTRIAN PATH OF TRAVELVEHICULAR CIRCULATIONMAJOR POINTS OF INGRESS AND EGRESS#EXISTING OVERALL SHOPPINGCENTER PARKING TO REMAINNOTE: REF SHEET C5 - SITE PLAN FOR PARKING INFORMATIONKnow what'sbelow.before you dig.Call 5/19/2020INITIAL DESIGN80'0120'160'SCALE IN FEETPOND "A" PER "RBD INC ENGINEERING CONSULTANTS"DRAINAGE AND OVERALL GRADING PLAN, DATED 1989. ueueueuembVANKIOSKDO NOT ENTERDO NOT ENTERESWWW PROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE (ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE:COMMERCIAL/RETAILE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue E-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue E-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin RescueE-ONE Heavy Walkin Rescue EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN30'EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN150' DISTANCE FROMPROPOSED FIRE LANEEND PROPOSED FIRE LANESTRIPING & SIGNAGEBEGIN PROPOSED FIRELANE STRIPING & SIGNAGE150'20'10'20'10'30'PFA Fire Truck PFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire TruckPFA Fire Truck PFA Fire TruckPFA Fire TruckWB-50 - Intermediate Semi-Trailer WB-50 - Intermediate Semi-TrailerDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC4.19:59 AM3/18/21FIRE DEPT ACCESS PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-OSPJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINS LEGENDEXISTING ACCESS AND DRAINAGE EASEMENT,REF PLAN FOR WIDTHKnow what'sbelow.before you dig.Call 5/19/2020INITIAL DESIGN80'0120'160'SCALE IN FEETEXISTING BLANKET ACCESS AND DRAINAGEEASEMENT VANKIOSK 200± SF FFE 5000.05covered cart returncovered cart returnDO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'EW W W W W W W W W WDuembR25'3.5'8.02'35'41'15.61' 24.25'12.37'25.1'± 10.3'±3'±17.7'±18.1'±13'±9.29'3.08'29.92'3.08'29.92'3.08'9.29'19.1'±20.3'±18'±17.7'±18.3'±47.9'±18'6.2'47.64'20.3'±17.7'±12'5.9'±18'5'6'6'7'8.25'R5'R5'R5'R5'R5'R5'R5'R5'AAFAAAAB43'12'CTYPDTYPDTYPETYPFFFFFFFFKKLLMNPPPPPPQQQQRSSSTUVWWZXYZIHIHAPPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING 20' ACCESS AND UTILITY EASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001BBLIGHT POLECCLIGHT POLEAAAAAABBLIGHT POLECCLIGHT POLEN89°24'31''E 263.86S00°00'00''E 714.306'XXXGBEGINGENDGENDGBEGINGGGGOQBLDG #100BLDG #101DDDDDDEEJJJAAA150' DISTANCE FROMPROPOSED FIRE LANE150' DISTANCE FROMPROPOSED FIRE LANEGQQQR5'R5'R5'R5'R5'R5'R5'R5'XX6' 6'OOGENDGBEGINGENDGBEGINGBEGINGENDGBEGINGENDORGGGGHORIZONTAL CONTROL POINT LISTPOINT #100101NORTHING1433645.90071433670.1507EASTING3121420.44733121412.1973DESCRIPTIONBUILDING CONTROLBUILDING CONTROLALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020'30'40'SCALE IN FEETSITE LEGENDPROPOSED LEGENDCONCRETE CURB AND GUTTER TYPICAL, SEE DETAIL SHEETPROPERTY LINE/RIGHT-OF-WAY LINESTRIPE LEGENDSWSL/4"SINGLE WHITE SOLID LINE, 4" WIDESYSL/4"SINGLE YELLOW SOLID LINE, 4" WIDEDYLS/4"DOUBLE YELLOW SOLID LINE, 4" WIDESYSL/10"SINGLE YELLOW SOLID LINE, 10" WIDESWDL/4"SINGLE WHITE DASHED LINE, 4" WIDESYBL/4"SINGLE YELLOW BROKEN LINE, 4" WIDESWSL/24"SINGLE WHITE SOLID LINE, 24" WIDELIMITS OF CONCRETE SIDEWALK, REF DETAIL SHEETSLIMITS OF STANDARD DUTY ASPHALT PAVING, REF DETAIL SHEETSLIMITS OF STANDARD DUTY CONCRETE PAVING, REF DETAIL SHEETSAFIRE APPARATUS ACCESS ROAD STENCILING & FIRE LANE SIGN INSTALLATION (STANDARDDETAIL 1 (WITHOUT STENCIL)) PER LARIMER COUNTY URBAN AREA STREET STANDARDS,DRAWING 1419BAREA STRIPED AT SYSL/4" AT 45° @ 2'-0" O.C.C''EXIT'' PAVEMENT MARKING, REF "ARROW PAVEMENT MARKING" DETAIL. SEE DETAIL SHEET.DARROW PAVEMENT MARKINGS TYPICAL, SEE PLAN FOR TYPE. SEE DETAIL SHEET.EENTER PAVEMENT MARKING WITH ARROW, SEE DETAIL SHEET.FTRANSFORMER WITH BOLLARD PROTECTION, REF. UTILITY PLAN.GCONCRETE CURB AND GUTTER, REF DETAIL SHEET.H30''x30'' R1-1 ''STOP'' SIGN.I''STOP'' PAVEMENT MARKING, SEE DETAIL SHEET.JFIRE ACCESS ROAD SIGN (STANDARD FIRE LANE SIGN DETAIL) PER LARIMER COUNTY URBANAREA STREET STANDARDS, DRAWING 1418K30''x30'' R5-1 ''DO NOT ENTER'' SIGNLFUEL CANOPY, REF ARCH PLANS.MUNDERGROUND STORAGE TANKS. REF. ARCH PLANS.NUNDERGROUND VENT PIPING FROM UNDERGROUND STORAGE TANK, REF. ARCH PLANS.OADA RAMP IN SIDEWALK, REF DETAIL SHEETSPLANDSCAPE AREA. SEE LANDSCAPE PLANS.QSTANDARD DUTY ASPHALT PAVING, SEE DETAIL SHEETS.RSTANDARD DUTY CONCRETE PAVING, SEE DETAIL SHEETS.SLIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANS.TDOWN SPOUTS - (TYP REF MEP PLANS).UACCESSIBLE / VAN ACCESSIBLE PARKING SIGN, SEE DETAIL SHEETS.VBIKE RACK, "CLASSIC BIKE U RACK" (IN-GROUND MOUNT) BY CYCLESAFE OR APPROVED EQUAL.WACCESSIBLE RAMP IN SIDEWALK. SEE DETAIL SHEET.XCONCRETE SIDEWALK (SEE SIZE THIS SHEET). SEE DETAIL SHEET.YCROSSWALK MARKING. SEE WIDTH INDICATED AT SYMBOL. SEE DETAIL SHEET.Z2'x5' DETECTABLE WARNING, ARMOR-TILE OR APPROVED EQUALAAEXISTING TO REMAINBBEXISTING TO BE RELOCATEDCCPOINT OF RELOCATIONDDPULL BOX, REF SHEET C8 - UTILITY PLANEEFUEL SPILL CONTAINMENT VENT PIPE, REF SHEET C7 - DRAINAGE PLANFFNO PARKING ANY TIME SIGN DETAIL PER LARIMER COUNTY URBAN AREA STREET STANDARDS,DRAWING 1402BGGHYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTINGTREES 1-4. HAND DIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES.IN ADDITION TO REQUIRED TREE PROTECTION THAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATER THAN 2 INCHESIN DIAMETER, CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHES NEED TO BE SEVERED IN ORDER TO INSTALL THIS UTILITY.DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC59:16 AM3/30/21SITE PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-SPJOB # 31493 DRAWING: 31493-SP.dwg LAST SAVED BY: JOEPERKINS SITE INFORMATIONPROPOSED SITE AREA21,200± SF (0.45 ACRES)TOTAL PAVEMENT DEMO19,512± SFTOTAL PAVEMENT REPLACED19,111± SFLANDSCAPE DEMO0± SFLANDSCAPE ADDED358± SFZONING INFORMATIONJURISDICTION:FORT COLLINS, COLORADOACCESSORS PARCEL NUMBER9601117001EXISTING ZONING:H-C (HARMONY CORRIDOR DISTRICT)PROPOSED ZONING:H-C (HARMONY CORRIDOR DISTRICT)MINIMUM PARCEL SIZEN/AEXISTING PARCEL SIZE520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET P.U.D.)MINIMUM PARCEL WIDTH90'EXISTING PARCEL WIDTH550± FT MINEXISTING LOT COVERAGETBDPROPOSED LOT COVERAGETBDMAX. BUILDING HEIGHT ALLOWED:6 STORIESPROPOSED BUILDING HEIGHT:SINGLE STORY 10'-10" (KIOSK) - 17'-5" (CANOPY)EXISTING SAM'S CLUB:130,383± SFKIOSK FLOOR AREA:200± SFCANOPY FLOOR AREA:3594± SFSETBACKS:BUILDING:FRONT YARD: N/ASIDE YARD: N/AREAR YARD: N/ALANDSCAPE:FRONT YARD: N/ASIDE YARD: N/AREAR YARD: N/APROJECT INFORMATIONPROJECT NAME:SAM'S CLUB FUEL STATION ADDITIONPROJECT ADDRESS:4700 BOARDWALK DRIVEFORT COLLINS, COLORADOPROJECT DESCRIPTION:GAS STATION ADDITION ON EXISTING SAM'S CLUB SITESAM'S CLUB PARKING INFORMATIONPARKING REQUIRED:2 SPACE / 1,000 SF (MIN) BUILDING SPACE4 SPACE / 1,000 SF (MAX) BUILDING SPACEEXISTING PARKING:STANDARD: 545ACCESSIBLE: 12TOTAL PARKING: 557 (4.27/1,000)TOTAL PARKING AFTERCONSTRUCTION:STANDARD: 471ACCESSIBLE: 13 (9 REQUIRED)TOTAL PARKING: 484 (262 MIN - 524 MAX REQUIRED)3.71 SPACES / 1,000 SF BUILDING SPACE (2/1,000 MIN - 4/1,000 MAX REQ'D)BICYCLE PARKING REQUIRED:1 SPACE PER 4,000 SF BUILDING SPACEBICYCLE PARKING PROVIDED:2Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'LIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANSOVERALL SHOPPING CENTER PARKING INFORMATIONPARKING REQUIRED:2 SPACE / 1,000 SQ FT (MIN) BUILDING SPACE4 SPACE / 1,000 SQ FT (MAX) BUILDING SPACETOTAL BUILDING SQ AREA (POST CONSTRUCTION)392,427± SQ FTTOTAL PARKING (POST CONSTRUCTION)1,893 SPACES4.82 SPACES / 1,000 SQ FT 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX 101nl1 0 2 n d l s f l i p p e d p a i n t e d a s c pL=17.28, R=11.00Δ=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'OAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)PROPOSED OUTFALL STRUCTURE,REF SHEET C6 - GRADING PLANALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET80'60'040'PROPOSED LEGENDPROPERTY LINE/RIGHT-OF-WAY LINEPROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC5.19:59 AM3/18/21SITE PLAN - BASIN B 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-OSPJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX 5000.00fl4999.64fl4999.56fl4999.78fl4999.20fl4998.50fl4997.70fl4 9 9 7 . 6 9 fl 4 9 9 7 . 5 4 fl 4997.67fl4997.97fl4997.93fl4998.06fl4998.10fl4998.20fl4998.24fl4998.94fl4 9 9 9 . 8 9 fl 4 9 9 9 . 9 5fl 5000.37flwwMB5001.57tc5001.10fl5000.75fl5000.39fl5000.42fl5000.88fl4997.49fl4997.46fl4997.59fl4998.01fl4998.12tc4997.97fl4997.92ec4997.66ec4997.63fl4997.32ec4997.36fl4997.80tc4997.63fl4998.08tc4997.91fl4998.34tc4 9 9 8 . 2 5tc4 9 9 7 . 7 5fl4997.54fl4998.02tc4997.67fl4998.17tc4998.17tc4998.14fl4998.57tc4997.47fl4997.94tc4 9 9 7 . 3 0 fl 4997.78tc 4997.97tc 4 9 9 7 . 5 6fl4 9 9 7 . 4 7ec 4997.38fl4997.74ec4998.39ng4997.73fl4999.31ng4998.45fl4998.11fl4998.53fl4998.40fl4998.21fl4998.43ng4998.77ng4998.79fl4999.90fl5000.73fl 5 0 0 0 . 8 6 fl 5001.25fl5000.59fl5000.94sw5 0 0 2 . 2 8fl5 0 0 2 . 3 3 t c stop signstop signstop signstop signstop signstop signstop signstop signmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUE 5000.90tc5000.44fl5000.39ep5000.97ep5000.43ep5000.92tc5000.60fl5002.28tc5001.78fl5001.54ep5002.34ec5002.42w5002.79fl5003.17tc5003.07tc5002.78fl5002.36epue5002.865002.965003.335004.27tc5003.94fl5003.79ep5002.13tc5001.65fl5001.52ep5001.53tc5001.35fl5001.06ep5001.18ep5001.64tc5001.28ep5 0 0 1 . 6 6 t c 5001.24fl 5000.60ep5000.68fl5001.17tc4999.72tc4999.23fl4999.25ep4999.29ep4999.39fl4999.85tc4999.84tc4999.44fl4999.47ep4997.26ep4 9 9 7 . 2 3 fl 4997.68tc4997.15ep4997.26fl4997.62tc4997.50t c 4997.14fl4997.02ep4997.39ep4997.32fl4997.67tc4997.92tc4997.50fl4997.42ep4 9 9 8 . 5 6 t c 4998.34fl4998.33ep4998.09ep4 9 9 8 . 3 6fl4998.64tc4997.73ep4997.80ep4997.92fl4998.28tc4998.38tc4997.73fl4997.60ep4998.47fl4998.32eop4998.05eop4998.20fl4998.57tc4998.24fl4998.27ep4997.69ep4997.78fl4998.24tc4998.77ep4998.83fl4999.07tc4998.70tc4998.26fl4998.12ep4997.72ng4997.95ng4998.08ng4998.19ng5000.86ng4999.87ng4999.43ng4998.96ng4998.56ng4998.25ng4998.06ng4997.83ng4997.58ng4997.54ng4997.74ng4997.39ng4996.86ng5000.34ng5001.68ng4999.70ng4998.96ng4998.49ng4998.25ng4998.15ng4998.14ng4998.41ng4998.53ng4998.10ng4998.10ng4997.54ng4998.08ng5001.92fl5002.42tc5001.565001.595001.765001.775001.33fl5001.80tcstorm graterim = 4996.35'18" RCP inv. in (N) = 4993.95'18" RCP inv. out (W) = 4993.84'covered cart returnlarge snow pile attime of surveyconcrete sidewalkstop signstop signstop signconcrete sidewalk500250015000499949984997499715"3"1410"14"6"14"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"12"14"15"14"12"12"12"12"12"12"10"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"KIOSK 200± SF FFE 5000.05covered cart returncovered cart returnTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'EW W W DEXISTING 20' ACCESS AND UTILITY EASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1N89° 24' 31"E 263.86'S00° 00' 00"E 714.30'50005001500249994 9 9 849984998 4 9 9 8 4998499749984998499 9 500 0 5000 5001 5001 5001 50015002 EXISTING 10' ACCESS ANDUTILITY EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1S00°00'00''E 714.30 AAAAAAABBFFCDDDDDDG4997.85(4997.85)±LOT 1HARMONY MARKET P.U.D.APN 9601117001(4997.85)±(4997.85)±APPROXIMATE LIMITSOF EXISTING POND AAPPROXIMATE LIMITSOF PROPOSED POND ALIMITS OF TWO (2)FOOT OVERBUILDAPPROXIMATE LIMITSOF PROPOSED POND A1.9%1.8%1.9%2.0%2.0%1.6%1. 6 %1.6%1.6 %2.0%2.0%2.0%2.0%2.0%2.0%1.4%0.9%2.0%4.0%0.7%0.5%4.3%2.1%4.0%3.2%5.3 %5.2%1. 5 % 3.1%1.8%1.7%1.8%1.7%4.9%7.3%6.2%1.9%1.1%1.0%1.7% 1.9%0.9%1.7%0.3%2.9%(1.1%)±(2.0%)±(1.6%)±4.1% 5.0%0.9%0.5%0.7%0.9%1.4%1.2%1.1%(1.7%)±1.7%2.1%FS 4999.80FS 4999.80FS 4999.92FS 4999.92FS 4999.95FS 4999.95FS 4999.91FS 4999.82FS 4999.75FS 4999.75FS 4999.93FS 4999.95FS 4999.83FS 4999.83FS 4999.63FS 4999.63FS 4998.93FS 4999.25TC 4999.70G 4999.20TC 4999.38G 4998.88FS 4999.06FS 4999.06FS 4999.06FS 4999.06FS 4999.93TC 4999.17G 4998.67TC 4999.08G 4998.58TC 4998.70G 4998.20TC 4998.62G 4998.12TC 4998.50G 4998.00TC 4998.50G 4998.00TC 4998.78G 4998.28TC 4998.18G 4997.68TC 4998.56G 4998.06TC 4998.30G 4997.80TC 4997.68G 4997.18TC 4997.86G 4997.36TC 4997.60G 4997.10TC 4997.75G 4997.25TC 4998.12G 4997.62FS 4998.23FS 4997.85FS 4998.17FS 4999.28FS 4999.48TC 4999.17G 4998.67TC 4999.37G 4998.87TC 4998.06G 4997.56TC 4997.55G 4997.05TC 4997.51G 4997.01TC 4997.92G 4997.42TC 4997.87G 4997.37TC 4998.62G 4998.12TC 4998.63G 4998.13TC 4998.37G 4997.87TC 4998.35G 4997.85TC 4999.70G 4999.20FS 4999.81TC 4999.54G 4999.04FS 4998.92TC 4999.58G 4999.08FS 4998.96FS 4999.61TC 4999.52G 4999.02TC 4999.06G 4998.56TC 4998.96G 4998.46FS 4998.63FS 4998.94FS 4998.79TC 5001.10G 5000.60FS 5001.15FS 5000.04FS 5000.50TC 5000.39G 4999.89TC 4998.98G 4998.48FS 5000.80TC 4998.16G 4997.66TC 4998.15G 4997.65TC 5000.70G 5000.20TG (4996.66±)TC (4998.33±)G (4997.83±)TC (4998.09±)G (4997.59±)FS 4998.11FS 4998.00FS 4997.83FS 4997.72TC 4998.20G 4997.70TC 4998.50G 4998.00TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.86G 4998.36TC 4998.41G 4997.91TC 4998.23G 4997.73TC 4998.27G 4997.77TC 4998.25G 4997.75TC 4997.99G 4997.49TC 4997.96G 4997.46TC 4997.89G 4997.39TC 4998.13G 4997.63TC 4998.49G 4997.99APPROXIMATE AREAREMOVED FROM POND AAPPROXIMATE AREAADDED TO POND APOND A BREAKOVER LOCATIONFS 4997.74FS 4997.807.9%FS 4998.38FS 4997.81FS 4997.848.0%FS 4998.527.7%FS 4997.94FS 4997.90FS 4998.41FS 4998.44500150005 0 0 04999 4999499949994998499849974998 4999FS 4998.41ALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020'30'40'SCALE IN FEETDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC63:25 PM3/17/21GRADING PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-GPJOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. 5/19/2020INITIAL DESIGNPROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'ALIMITS OF SAWCUT AND PAVEMENT REMOVAL, MATCH EXISTING ELEVATIONSBMATCH EXISTING ELEVATIONSCFUEL SPILL CONTAINMENT STRUCTURE, REF SHEET C7 - DRAINAGE PLANDEIGHT (8) INCH H20 RATED TRENCH DRAIN, REF SHEET C7 - DRAINAGE PLANESTORMDRAIN CLEAN-OUT, REF DETAIL SHEETSFPULL BOX, REF SHEET C8 - UTILITY PLANGVERIFY ORIFICE PLATE HAS BEEN INSTALLED. IF NOT INSTALLED, INSTALL PER ORIFICEPLATE DETAIL. REF DETAIL SHEETSGRADING PLAN LEGENDABBREVIATIONS:FFEFINISH FLOOR ELEVATIONFSFINISH SURFACEGFLOWLINE OF GUTTERINVINVERT ELEVATIONTCTOP OF CURBDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINE(2.0%)±EXISTING SURFACE FLOWUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXXXXX.XXxEXISTING SPOT ELEVATIONS(XXXX.XX±)xPOND "A" PER "RBD INC ENGINEERING CONSULTANTS" DRAINAGE ANDOVERALL GRADING PLAN, DATED 1989.PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND A L=17.28, R=11.00Δ=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'OAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)D15'' RCP15'' RCP15'' RCPAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BPROPOSED OUTFALL STRUCTURE,REF SHEET C13 - DETAIL SHEETEXISTING OUTFALLSTRUCTURE TO REMAINEXISTING STORM DRAINMANHOLE TO REMAINKOHL'SSCALE IN FEET80'60'040'DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC6.14:55 PM3/29/21GRADING PLAN - BASIN B 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-GP-BASIN-BJOB # 31493 DRAWING: 31493-GP-BASIN-B.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.Call 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.PROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'ABBREVIATIONS:FFEFINISH FLOOR ELEVATIONFSFINISH SURFACEGFLOWLINE OF GUTTERINVINVERT ELEVATIONTCTOP OF CURBDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)(2.0%)±EXISTING SURFACE FLOWXXXX.XXxEXISTING SPOT ELEVATIONS(XXXX.XX±)xPOND "A" PER "RBD INC ENGINEERING CONSULTANTS" DRAINAGE ANDOVERALL GRADING PLAN, DATED 1989.PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND A 4999.20fl4998.50fl4997.70fl4998.10fl4998.20fl4998.24fl4998.94fl4997.38fl4997.74ec4998.39ng4997.73fl4999.31ng4998.45fl4998.21fl4998.43ng4998.77ng4998.79fl4999.90flmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'4998.19ng4999.70ng4998.96ng4998.49ng4998.25ng4998.15ng4998.14ng49994998499715"15"18"14"10"10"14"12"10"12"KIOSK 200± SF FFE 5000.05D APPROX. LOCATION EXISTING10' ACCESS ANDUTILITY EASEMENT TO REMAIN 42 LF 8'' TD @ 0.50%44 LF 8'' TD @ 4.98%44 LF 8'' TD @ 4.52%17 LF 8'' TD @ 0.50%43 LF 8'' TD @ 0.75% 30 LF 6'' PIPE @ 2.72%14 LF 12'' HPP @ 2.72%8 LF 12'' HPP @ 0.44%39 LF 12'' HPP @ 4.25%15 LF 12'' HPP @ 0.44%19 LF 12'' HPP @ 0.44%35 LF 8'' TD @ 2.00%41 LF 8'' TD @ 0.50%INV 4998.58TG 4999.26AINV 4998.25TG 4998.93AINV 4998.17TG 4999.06AINV 4995.97TG 4999.91AINV 4998.17TG 4999.03AINV 4997.97TG 4999.05AINV 4998.38TG 4999.06AINV 4999.08TG 4999.75AINV 4997.52CBINV 4996.69BINV 4994.57FDINV (N,S) 4994.40±EINV 4994.64FINV 4994.49FINV (N) 4995.93APPROXIMATEBOUNDARY OF LOT 1S00°00'00''E 714.30(4997.85)±4997.85INV (S) 4994.68RIM 4999.3712x12x12 TEE12'' 45°12'' 45°12'' 45°6'' 45°12x6 REDUCERINV 4996.31BFFF6'' 90°INV 4994.67GBB3 LF 12'' HPP @ 1.00%2 LF 12'' HPP @ 1.00%APPROXIMATE LIMITSOF EXISTING POND AAPPROXIMATE LIMITSOF PROPOSED POND AAPPROXIMATE LIMITSOF EXISTING POND A4999499949994999499849984997 49995000.00fl5000.43ep5000.925000.60flngTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'ALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.010'15'20'SCALE IN FEETDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINE(2.0%)±EXISTING SURFACE FLOWDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC73:25 PM3/17/21DRAINAGE PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-GPJOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. 5/19/2020INITIAL DESIGNPROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSTORM DRAINXX.XXxSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'AEIGHT (8) INCH H20 RATED TRENCH DRAIN, REF DETAIL SHEETSBSTORM DRAIN CLEAN OUT, REF DETAIL SHEETSCCONNECT TO CANOPY DOWN SPOUT, REF ARCH / MEP PLANS FOR CONTINUATIONDSPILL CONTAINMENT STRUCTURE, REF DETAIL SHEETECONNECT TO EXISTING DRAINAGE INLETFPRE-FABRICATED BEND, REF PLAN FOR TYPEGEIGHT (8) INCH GATE VALVEGRADING PLAN LEGENDABBREVIATIONS:FFEFINISH FLOOR ELEVATIONFSFINISH SURFACEGFLOWLINE OF GUTTERINVINVERT ELEVATIONTCTOP OF CURBUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXLIMITS OF EXISTING ''POND A'' MAX 18 INCHES PONDING DEPTH (4997.85')LIMITS OF PROPOSED ''POND A'' MAX 18 INCHES PONDING DEPTH (4997.85')PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND A KIOSK 200± SF FFE 5000.05covered cart returncovered cart returnE500150005 0 0 04999 4999499949994998499849974998 4999ONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRES2.5%2. 6 %1.2%2.7%5.8 %2.0%1.9%2.0%2.0%(1.2%)±(1. 6 % ) ±(1.7%)±(1.8%)±(4.9%)±(3.9%)±(1.9%)±1.0%0.7%OFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC7.12:06 PM2/15/21DRAINAGE MAP EXHIBIT 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DRJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFT Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNSITE FEATURESDRAINAGE BOUNDARYFLOW PATH2.0%SURFACE FLOW(2.0%)±EXISTING SURFACE FLOW KIOSKcovered cart returncovered cart returnEueueuembONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRESOFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC7.22:06 PM2/15/21EXISTING IMPERVIOUS MAP 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DRJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFT Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNSITE FEATURESDRAINAGE BOUNDARYPERVIOUS AREAIMPERVIOUSNESSONSITEPERVIOUS AREA (SF)821421%IMPERVIOUS AREAS (SF)3122779%OFFSITEPERVIOUS AREA (SF)15218%IMPERVIOUS AREAS (SF)1826392%TOTALPERVIOUS AREA (SF)97359%IMPERVIOUS AREAS (SF)4949084% KIOSK 200± SF FFE 5000.05covered cart returncovered cart returnEONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRESOFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC7.32:06 PM2/15/21PROPOSED IMPERVIOUS MAP 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DRJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFT Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNSITE FEATURESDRAINAGE BOUNDARYPERVIOUS AREAIMPERVIOUSNESSONSITEPERVIOUS AREA (SF)829221%IMPERVIOUS AREAS (SF)3114979%OFFSITEPERVIOUS AREA (SF)15218%IMPERVIOUS AREAS (SF)1826392%TOTALPERVIOUS AREA (SF)981317%IMPERVIOUS AREAS (SF)4941283%MODIFIED IMPERVIOUS AREAONSITEASPHALT TO OTHER IMPERVIOUS SURFACE(ROOF OR CONCRETE)6787SFASPHALT TO LANDSCAPE1161SFMODIFIED IMPERVIOUS AREA UGEUGEUGEUGEUGEUGEQS BOARDWALKDRIVET95 LF (2) - 4''C UGEDS59 LF (2) - 4''C UGESDD90°wwstop signstop signstop signstop signstop signstop signmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian signwueuesanitary sewer manholerim = 5002.85'8" PVC inv. in (N) = 4995.29'8" PVC inv. out (S) = 4995.23'sanitary sewer manholerim = 5000.72'8" PVC inv. in (N) = 4993.24'8" PVC inv. out (S) = 4993.10'stop signconcrete sidewalkstop signstop signstop signconcrete sidewalk15"3"1414"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"14"10"12"14"15"14"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"KIOSK 200± SF FFE 5000.05covered cart returncovered cart returnTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJTJTJTJTJTJTE6''SS6''SS6''SS 6' ' S S 6' ' S S 6' ' S S 6''SS6' ' S S 6' ' S S 6''SSUGES1''W1''W1''W1''W1''WDUGEUGEUGEUGEUGE UGE UGE U G E U G EUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE APPROX. LOCATION EXISTING 20' ACCESS AND UTILITY EASEMENT TO REMAINLOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30INV 4995.14INV 4996.90e e e e ee w8'' DIP wweeeeeee e e e e ee e e e e e e ess ss APPROX. LOCATIONEXISTING 20' UTILITYEASEMENT TO REMAINAPPROX. LOCATIONEXISTING 30'ACCESS ANDUTILITY EASEMENTTO REMAININV 4996.8422.5° BEND14 LF 6'' PIPE @ 1.00%6 LF 4'' PIPE@ 1.00%57 LF 6'' PIPE @ 1.00%99 LF 6'' PIPE @ 1.00%APPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1BF1'' IRRIGATION WATERREF IRRIGATION PLANFOR CONTINUATIONIJGKLNOMBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN2''C UGT2''C FOCBNREF ARCH PLANS FORCONTINUATIONN286'±NNPO0REF ARCH PLANSFOR CONTINUATIONAREA VACATEDFROM ACCESSAND DRAINAGEEASEMENT6,685 SQ. FT.±OR 0.15 AC.±NCALCULATED EXST (N) INV 4992.89CALCULATED EXST (S) INV 4992.88INV 4996.7022.5° BENDINV 4994.1445° BENDINV 4993.7290° BEND(E) INV 4992.90YSSHS99 LF 6'' PIPE @ 1.00%43 LF 6'' PIPE @ 1.00%82 LF 6'' PIPE @ 1.00%SINV 4996.1345° BENDBSw w w w w w 8'' DIP w8'' DIP w8'' DIP w8'' DIP w8'' DIP wARIM (MATCH EXST GRADE)UUUNVVW1''C1''C5'BBBRDSXXXX192 LF (2) - 4''C UGE66 LF (2) - 4''C UGE340 LF (2) - 4''C UGESSSSSSEZENDZZBEGINJTSAM'S CLUB STORE FRONTNQALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020'30'40'SCALE IN FEETPROPOSED LEGENDDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC811:12 AM3/30/21UTILITY PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-UPJOB # 31493 DRAWING: 31493-UP.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXSTORM DRAINJOINT TRENCHSANITARY SEWER SERVICESANITARY SEWER FORCE MAINUNDERGROUND ELECTRIC SERVICEUNDERGROUND TELEPHONE SERVICEWATER SERVICEFIBER 0PTIC CONDUITX"FOX"WUGTUGEX" FMX"SJTUTILITY NOTESACURB STOP, REF CITY OF FORT COLLINS TRAFFIC-RATED CURB STOP INSTALLATION DETAIL 11A.BSANITARY SEWER CLEAN-OUT, REF CITY OF FORT COLLINS SEWER CONSTRUCTION DETAILS TRAFFIC RATED CLEANOUT DETAILWW-15.CBACKFLOW PREVENTER PER CITY OF FORT COLLINS REQUIREMENTS, SEE SIZE THIS SHEET.DBORING PIT.ESANITARY SEWER MANHOLE, REF CITY OF FORT COLLINS SEWER CONSTRUCTION DETAILS STANDARD MANHOLE DETAILWW-3.FSANITARY SEWER SERVICE BUILDING ENTRY, REF ARCH / MEP PLANSGPOINT OF CONNECTION, DOMESTIC WATER SERVICE, REF CITY OF FORT COLLINS TYPICAL WATER SERVICE DETAIL 11HPOINT OF CONNECTION, IRRIGATION WATER SERVICE, REF CITY OF FORT COLLINS TYPICAL WATER SERVICE DETAIL 11IUNDERGROUND VENT PIPING FROM UNDERGROUND STORAGE TANKS, REF ARCH PLANSJUNDERGROUND STORAGE TANK VENT, REF ARCH PLANSKDOMESTIC WATER METER, REF CITY OF FORT COLLINS STANDARD EXTERIOR SETTING FOR 3/4 IN AND 1 IN WATER METERDETAIL 15.LIRRIGATION WATER METER, REF CITY OF FORT COLLINS STANDARD EXTERIOR SETTING FOR 3/4 IN AND 1 IN WATER METERDETAIL 15.MTRANSFORMER, REF ELECTRIC COMPANY PLANSNALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE H-20 LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 17 INCHES X 24 INCHES X 24 INCHES ''QUAZITE'' PG1730BA24 BOX WITH PG1730HA0 LID, OR APPROVED EQUAL. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR AND A MINIMUM OF 8 INCHES OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48 INCHES X 48 INCHES X 24 INCHES PRECAST CONCRETE WITHSEPARATE MANHOLE LID AND COLLAR.OFIBER OPTIC CONDUIT TO FUEL STATION: TWO 2" CONDUITS FOR FIBER OPTIC CABLES AND TELEPHONE LINES REQUIREDFROM BUILDING TO GAS LOT AS NECESSARY, COORDINATE WITH CURRENT UDCP. THE CONDUITS SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYL-POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING, 12" ABOVE THE CONDUITS.PCONTRACTOR SHALL COORDINATE TRENCH CONSTRUCTION WITH STORE MANAGER TO LIMIT DISRUPTION TO STORE OPERATIONSQLOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.R2" CONDUIT FOR FUTURE EV PARKING SPACE. THE CONDUITS SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIALTELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYL-POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24".SMAINTAIN MINIMUM 18 INCHES VERTICAL SEPARATION.TOPEN TRENCH OR DIRECTIONAL DRILL PER UTILITY COMPANY.UINSTALL 2'' SWEEP PER CONDUIT, MINIMUM RADIUS SHALL BE 10 TIMES CONDUCTOR DIAMETER (MINIMUM FIVE (5) INCHRADIUS).VPOINT OF CONNECTION FOR SITE LIGHTING RELOCATION.WRELOCATE EXISTING SITE LIGHTING ELECTRIC - CONTRACTOR SHALL CONFIRM SIZE AND NUMBER OF CONDUITS AND CONDUCTORS PRIOR TO DEMOLISHING EXISTING SITE LIGHTING AND ELECTRIC SERVICE (REF SHEET C3 - DEMOLITION PLANFOR LIMITS OF IMPROVEMENT TO BE REMOVED). ALL EXISTING SITE LIGHTNING SHALL BE IN OPERATION EVERY NIGHT DURING CONSTRUCTION.XHYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTING TREES 1-4. HAND DIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES. IN ADDITION TO REQUIRED TREE PROTECTION THAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATER THAN 2 INCHES IN DIAMETER, CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHESNEED TO BE SEVERED IN ORDER TO INSTALL THIS UTILITY.YPRIOR TO THE START CONSTRUCTION OF SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATEALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OFANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURSPRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.ZSANITARY SEWER PIPE INSULATION PER CITY OF FORT COLLINS SPECIFICATIONS.INSET ASCALE: 1'' = 20'REF ''INSET A'' THIS SHEETFOR CONTINUATIONGENERAL NOTESTHE INSTALLATION OF VAULTS, UTILITIES OR ANY UNDERGROUND ELEMENTS REQUIRING EXCAVATION DEEPERTHAN SIX INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF ANY PROTECTED EXISTINGTREE AT A MINIMUM DEPTH OF 24 INCHES.THE AUGER OR BORING ENTRY POINT DISTANT IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK)AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW. BORING SHALLNOT OCCUR DIRECTLY UNDER THE TREE TRUNK AND SHALL BE SHIFTED TO ONE SIDE OF THE PARKWAY.TREE DIAMETER AT BREAST HEIGHT (INCHES)0'' TO 9''10'' TO 14''15'' TO 19''OVER 19''AUGER / BORING PIT DISTANCE FROM FACE OF TREE* (FEET)5'10'12'15'*THE BORING PIT DISTANCE SHALL BE MEASURED FROM THE EDGE OF DISTURBANCE TO THE FACE OF THE TREE.PROPOSED AREA VACATED FROM EXISTING ACCESS AND DRAINAGE EASEMENTREF ABOVE LEFT,THIS SHEET, FORCONTINUATION L=17.28, R=11.00Δ=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'40' COLLECTOR BUILDING SETBACKOAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)PROPOSED OUTFALL STRUCTURE,REF SHEET C6 - GRADING PLANSAM'S CLUBALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET80'60'040'PROPOSED LEGENDPROPERTY LINE/RIGHT-OF-WAY LINEPROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC8.110:14 AM3/18/21UTILITY PLAN - BASIN B 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-UP-BASIN-BJOB # 31493 DRAWING: 31493-UP-BASIN-B.dwg LAST SAVED BY: JOEPERKINS Know what'sbelow.before you dig.CallNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14' 5/19/2020INITIAL DESIGNEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC912:12 PM3/29/21DETAIL SHEET 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DTJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS 5/19/2020INITIAL DESIGN1'-0"4"(TYP.)3"(TYP.)1'-0"8'-0" 3'-9" 1'-9"2'-0""ENTER" PAVEMENT MARKINGW/ ARROWN.T.S.NOTE: ALL TRAFFIC FLOW ARROWSTO BE SOLID YELLOWREFLECTIVE TRAFFIC PAINTPER DIMENSIONS ABOVE.N.T.S.CONCRETE JOINT DETAILS & FILLERCONSTRUCTION JOINTT/4POURED JOINTSEALING COMPOUNDT/2 T 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.1-1/4" MIN.CLEARANCESEALING COMPOUNDPOURED JOINT2" MIN.BUTT JOINTTRANSVERSE EXPANSION JOINTT/2 T T/4DOWEL SLEEVE (CLOSED END)TO FIT DOWEL AND BE SECUREDTOP 1/8" NOSEALING COMPOUNDCONTRACTION JOINT1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG.NOTE:2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWELBARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.NOTE:1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.NOTE:T/4T T/2 1-1/4" MIN.CLEARANCE2" MIN.TO FIT DOWEL AND BE SECUREDDOWEL SLEEVE (CLOSED END)DOWEL TO BE LUBRICATED(FIRST POUR)(SECOND POUR)SEALING COMPOUNDPOURED JOINTDOWEL TO BE LUBRICATEDSEALING COMPOUNDPOURED JOINTT/4T T/2 EXISTING PAVEMENTPROPOSED PAVEMENTTOP 1/8" NOSEALING COMPOUND3/16" MIN.VERTICAL SAW-CUTSEALING COMPOUNDTOP 1/8" NO3/16" MIN.VERTICAL SAW-CUTSAWCUT3/16" MIN. REDWOODEXPANSION JOINT FILLERDOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.VERTICAL SAW-CUT3/16" MIN.T = PAVEMENTTHICKNESSTOP 1/8" NO SEALINGCOMPOUNDT = PAVEMENTTHICKNESSDOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.DOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.T = PAVEMENTTHICKNESST = PAVEMENTTHICKNESS04/28/14SOLID ARROW PAVEMENT MARKINGSDTRLTURNN.T.S.NOTES:1.WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS.2.THESE WORDS ARE TO BE PAINTED "RETROREFLECTIVE WHITE WITHGLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROMPARKING LOT TO PUBLIC STREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 13'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"R =RADIUS NECESSARY TO ACCOMODATEOF THE SIDEWALK ABUTTING THE PAVED DRIVE OR ASLANE" STRIPING SHALL BE PLACED ON THE TOP EDGE4" INCH WHITE LETTERS READING "NO PARKING FIRE FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH FIRE LANE MARKINGDTFIRELN12/17/04TURNING RADIUS PAVEMENT WIDTHWR =6"FIRE VEHICLESSPECIFIED BY LOCAL REQUIREMENTS.N.T.S.25'WRWIDTH (feet) OF FIRE LANE30'20'10' RW =30'25'20' W30'MIN.30'MIN.30'MIN. WRW WR 3'-0"3"2'-0" 7'-0"1'-6"7-0" (SECONDARY SIGNAGE, IF NEEDED)ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.SIGN BASEN.T.S.MOUNT SIGNHERE"U"-CHANNEL POST(3 lbs./ft.)WHEN SIGN IS IN PAVEDAREAS, USE 4" PIPEBOLLARD FILLED W/CONCRETE ANDPAINTED TRAFFICYELLOWSLOPE TOP OFCONCRETE3,500 PSI PCCONCRETE1'-6"7'-0" (Min.) 3'-0" (MIN) 2'-0"3"ACCESSIBLEVAN12" X 9"12" X 6"PARKINGRESERVEDR7-8VARIESACCESSIBLE / VAN ACCESSIBLEPARKING SIGNN.T.S.THIS SIGN TYPICAL ATALL ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATALL VAN ACCESSIBLEPARKING SPACESPENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCAL LAW"U"-CHANNELPOST (2-lbs./ft.)6" PIPE BOLLARD PAINTEDTRAFFIC YELLOW, FILLEDW/ CONCRETE.SLOPE TOP OFCONCRETE3500 P.S.I. P.C.CONCRETEGROUND/PAVINGSURFACE06/26/18N.T.S.STOP PAVEMENT MARKINGS - STREETS AND ROADSSTOP LINE (VARIABLE LENGTH)EXTEND FULL WIDTH FROM CURBTO CENTERLINE OF DRIVE OREDGE OF ENTERING LANENOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHINPARKING LOTSEE SITE PLAN 4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)4'-0" MIN.CENTERLINE OF DRIVE OREDGE OF ENTERING LANE4'-0"12"SEE SITE PLAN FOR NUMBER OF"STOP" PAVEMENT MARKINGSP.C. NON-REINF. CONC.12"STANDARD DUTYCONCRETE PAVINGN.T.S.5" P.C. 28-DAY CONCRETE, MINCOMPRESSIVE STRENGTH OF 4,000 PSI6" GRADED AGGREGATE BASE@98% CLASS 22A AGGREGATE BASED ONASTM D698P.C. CONC.12"STANDARD DUTYASPHALT PAVINGN.T.S.3" ASPHALTIC CONCRETE4" GRADED AGGREGATE BASE@98% COMPACTION BASED ONASTM D69812" COMPACTED SUBGRADEREFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEMGEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019VANVAN VANVAN VANDSPKSTRPPARKING STRIPING STRIPING04/12/13VAN VAN2 X B 4.33'B5'5'5'8'8'8'8'5'10'20'20'11'11'8'STANDARD90° SPACES(SEE SITE PLANFOR SIZE)A(TYP.)5'MIN.60°NON-ADA STANDARD STRIPINGISLE (TYP.)2 X B B5'10'20'22.83'8'8'5'11'8'11'5'9.24'4" TRAFFIC YELLOWSTRIPING (TYP.)45°45°RAISED ISLAND(SEE END CAPISLANDS DETAIL)4" TRAFFIC YELLOWSTRIPING (TYP.)STANDARD 60°SPACES (SEESITE PLAN FORSIZE)2 X B B5'10'20'19.36'11'9.24'MIN.8'8'5'11'8'5'11'45°8'A(TYP.)C60°90°4" TRAFFIC YELLOW PERIMETERSTRIPING (TYP.)4" TRAFFIC YELLOWSTRIPING 2'-0" O.C.(TYP.)4" TRAFFIC BLUE INTERIORSTRIPE IN ACCESSIBLE STALL-INTERIOR BLUE STRIPE SHALLDIRECTLY ABUT YELLOWPERIMETER STRIPE (TYP.)4" TRAFFIC BLUE INTERIORSTRIPE IN ACCESSIBLE STALL-INTERIOR BLUE STRIPE SHALLDIRECTLY ABUT YELLOWPERIMETER STRIPE (TYP.)STANDARD60° ACCESSIBLESPACE (TYP.)NOTE: SEE SITEPLAN FOR TYPE.SYMBOL ASSPECIFIED BYLOCAL CODES(TYP.)6" TRAFFIC WHITE(TYP.)STANDARD90°ACCESSIBLESPACE (TYP.)NOTE: SEE SITE PLAN FOR TYPE.SYMBOL AS SPECIFIED BY LOCALCODES (TYP.)6" TRAFFICWHITE (TYP.)60° STRIPING DETAIL90° STRIPING DETAILACCESS WAYACCESS WAYACCESS WAYN.T.S.SEE SITE PLAN FORTRAFFIC PATTERNSAND AISLEDIMENSIONS12.7'9.24'9.24'5.77'9.24'9.24'5.77'12.7'4.33'4" TRAFFIC YELLOW PERIMETERSTRIPING (TYP.)4" TRAFFIC YELLOWSTRIPING 2'-0" O.C.(TYP.)NON-ADA STANDARD STRIPINGISLE (TYP.)MIN.MIN.ACCESSIBLE SIGNSEE SITE PLAN (TYP.)ACCESSIBLE SIGNSEE SITE PLAN (TYP.)B B B4" BLUE STRIPE4" YELLOW STRIPE4" BLUE STRIPE4" YELLOW STRIPE 4" BLUE STRIPE4" YELLOW STRIPE4" BLUE STRIPE4" YELLOW STRIPE 4" BLUE STRIPE4" YELLOW STRIPE8'TYPICAL ACCESSIBLE STALL STRIPING4" BLUE STRIPE4" YELLOW STRIPE20'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.2'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.2'2'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.R5'STRIPED ISLAND(PREFERRED)STRIPED ISLAND(PREFERRED)RAISED ISLAND(SEE END CAPISLANDS DETAIL)9.24'5.77'12.7'12.75'NOTES:1.SEE SITE PLAN FOR TOTAL LAYOUT.2.THESE DETAILS ARE FOR REFERENCE ANDDIMENSION CONTROL ONLY.3.ALL DIMENSIONS ARE TO ℄ OF STRIPE UNLESSOTHERWISE INDICATED.4.ALL COLORS AS SHOWN OR AS SPECIFIED BYLOCAL CODES.LCACCESSIBLE PARKING SYMBOLLOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN"LETTERING6.5'7.0'6"2.5' R (TYP.)B BB BB B9.5'A10.97'C11.0'8.0'5.0'SEE SITE PLAN 5.77'9.24'12.70'DIMENSION CHART9.0'10.39'5'MIN.5' MIN.R5'5' MIN.STRIPED ISLAND(PREFERRED)R5'REFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEMGEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019NOTE: GUTTER SLOPE TO MATCH1" MAX. RADIUS1/2" MIN. RADIUSCONCRETECURB AND GUTTER1" MAX. RADIUS1/2" MIN. RADIUSN.T.S.18" MIN.24" MAX.FACE OF CURB BACK OF CURB 12" 6"6"6"17" MAX.11" MIN.1"SEE PAVING DETAILS FORSUBGRADE AND COMPACTIONASPHALTIC CONCRETE PAVINGPAVEMENT SECTIONS, SUBBASE,REQUIREMENTS.CONTRACTOR TO PROVIDEPRIME COAT AND TACKCOAT TO FACE OF CURBWHERE CURB CONTACTSASPHALT.P.C. CONCRETE ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL.12"12" COMPACTED SUBGRADE DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC1012:12 PM3/29/21DETAIL SHEET 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DTJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS 5/19/2020INITIAL DESIGNSAM'S LIGHT BASEN.T.S.DO NOT PAINT THECONCRETE LIGHT POLEBASE- (SAM'S CLUB ONLY)SAM'S LIGHT BASE04/19/162"6" WHITE STRIPES24" O.C. (TYP.)8" WHITE STRIPE (TYP.EACH SIDE)SEE SITE PLANVARIES (PREFERRED 6' MIN.) (SEE SITE PLAN)W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKINGNOTES:1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODEREQUIREMENTS AND AS OUTLINED IN SECTION 3B.18 OF THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL.3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE.02/15/19SIGN TO BE PLACED ATABOUT THE LEADING/TRANSVERSE LINES OFTHE CROSSWALK PERTHE SITE PLANTYPICAL CURBAND GUTTERCROSSWALK MARKINGSARE TO BE LIMITED TOTHE WIDTH OF THEFLUSH SECTION OF THECURB RAMP.CURB RAMPRAMP TRANSITION4' MIN. (TYP.)SIGN TO BE PLACED ATABOUT THE LEADING/TRANSVERSE LINES OFTHE CROSSWALK PERTHE SITE PLAN4' MIN. (TYP.)6"INLET PIPE FROMROOF DRAIN45° ELBOW3,000 P.S.I. P.C. CONCRETE45° ELBOW6" MIN.FINISH GRADE6" MIN.STORM DRAIN CLEAN-OUTN.T.S.NEENAH R-6013 THRU R-6099PER THE SIZE OF PIPE ASSPECIFIED ON GRADING PLANSEE GRADING PLAN FORSIZE OF COLLECTORPLAN VIEWSECTION A-ADTWALKPCA NOTE: PROVIDE 1/2" EXPANSION(TYP)NOTE:CONCRETE SIDEWALK6 x 6 - W1.4 X W1.4 WWFEACH WAY MAX. SPACING, ORWILL BE No. 3 BARS 24" O.C.WHERE REQUIRED REINFORCEMENT12/17/0490% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASEN.T.S.(TYP)5.0'1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.)1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK5.0'5.0'5.0'5.0'5.0'5.0'B 4"4"2"(TYP)B A SECTION B-BPC CONCRETE6"TYP(TYP)2"SLOPE 1/4" /FT.SEE SITE PLANMAX.1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALKADA RAMP IN SIDEWALKSECTION A-A'03/14/08N.T.S.N.T.S.PLANA2% MAX 8.33% MAX.A'3. CONSTRUCT PER A.D.A. STANDARDS.NOTES:DETECTABLEWARNINGS DETAIL1. THE SURFACE OF RAMP SHALL HAVE DETECTABLEWARNINGS AS SHOWN. DETECTABLE WARNINGS SHALLCONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLEWARNINGS DETAIL.2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM AMAXIMUM OF UP TO 10% AT CURB TO CONFORM WITHLONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THERAMP.0.2"0.9"2.35" O.C.2.35" O.C.ELEVATIONPLAN2% MAXADA RAMP IN SIDEWALK5' MIN.4" DOMES ARE NOT SHOWN TOSCALE; SEE DETECTABLEWARNINGS DETAIL AND NOTE 14. REFER TO PLANS FOR ADJACENT SLOPES.6' MIN.5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NOGREATER THAN 1:50.2% MAX SEE SITE PLAN FOR CROSSWALK STRIPING (IF SHOWN ON PLANS)CONCRETE CURBPAVED AREASIDEWALKCONCRETE CURB10% MAX.FLARED SIDEROUNDED8.33% MAX.5' MIN. LANDINGAREA5' MIN. LANDINGAREANOTE: PREFABRICATED PANELS PER A.D.A.ACCESSIBILITY GUIDELINES SECTION 4.29.2 &A4.29.2 SHALL BE USED.10% MAX.FLARED SIDE5' MIN. (TYP.)DOMES ARE NOTSHOWN TO SCALE;SEE DETECTABLEWARNINGS DETAIL ANDNOTE 15' MIN. ARCLENGTH5' MIN. LANDING AREA5' MIN. LANDING AREA4" AGGREGATE BASE COURSE COMPACTED TO 98% OPTIMUMDENSITY PER ASTM D698 OR 95% OPTIMUM DENSITY PER ASTMD15573' MIN.OR AS REQUIRED BY THE LOCALJURISDICTION/ GOVERNINGAUTHORITIESTYPICAL LIGHTING POLE BASE DETAIL04/19/16TYPICAL LIGHTING POLE BASE DETAILN.T.S. DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC1112:12 PM3/29/21DETAIL SHEET 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DTJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS 5/19/2020INITIAL DESIGN12-04-08DTISOJNTISOLATION JOINT DETAILSBACKER ROD AND SEALANTSECTION AT FIXED STRUCTUREISOLATION JOINTTYPICAL ROUND FIXEDSTRUCTURE PLAN DETAILTYPICAL RECTANGULAR FIXEDSTRUCTURE PLAN DETAILN.T.S.TOOLED WITH 1/8" RADIUS1/2" PREMOLDED JOINT FILLERJOINT SEALANT PER SPECSTOP OFPAVEMENTT/2 BUT NOTLESS THAN 1/4"BACKER RODSEALANTT1/2" SOFT PREFORMEDJOINT FILLER FULLDEPTH OF PAVEMENT.1'-6" (TYP)1/2" SOFT PREFORMEDJOINT FILLER FULL DEPTH OFPAVEMENT WITH BACKERROD AND SEALANT.FIXED STRUCTURE2-#4TOP & BOT112" CLR FROM TOP212" CLR FROM BOT2-#4TOP & BOT1" CLR FROM TOP2" CLR FROM BOT1" CLR(TYP)FIXED STRUCTURE1'-6"1'-6"2-#4 TOP & BOT1" CLR FROM TOP2" CLR FROM BOTDO NOT LET REINFORCEMENTCROSS SAWCUTS NEARBY OROTHER JOINTS THAT ALLOWFOR MOVEMENT.1" CLR(TYP)1/2" SOFT PREFORMEDJOINT FILLER FULL DEPTH OFPAVEMENT WITH BACKERROD AND SEALANT.NOTES:ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH ASBUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS,MANHOLES, LIGHT POLE BASES AND BOLLARDS.PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE.ANY FIXEDSTRUCTUREPAVEMENTUSES: MANHOLES, LIGHT POLE BASES AND BOLLARDSUSES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETSPAVEMENTN.T.S.CONCRETE JOINT DETAILS08RCONSTRUCTION JOINTCONTRACTION JOINTPCC JOINT DETAIL BLOW-UP (TYP.)NOTES:1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THEJOINT SEALANT.2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED ANDDRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS.3.INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH.4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITHSEALANT MANUFACTURER'S REQUIREMENTS.1. SEE PLAN FOR JOINT SPACING.NOTE:(FIRST PLACEMENT)(SECOND PLACEMENT)6"6" MIN.EXISTING PAVEMENTNEW PAVEMENTDOWEL CLIPBY PNA1/4" WIDE BY 1" DEEPSAW CUT. FILL WITHPAVEMENT SEALANT.MAKE SAW CUTIMMEDIATELY PRIORTO INSTALLING PAVEMENTSEALANT.PCC JOINT DETAIL BLOW-UP3/4" SQUARE DOWELFOR 6" THICK PAVEMENTS.1/2" SQUARE DOWEL FOR4" TO 5" THICK PAVEMENTS.SPACE DOWELS AT 18" O.C.DO NOT GREASE DOWEL.APPLY CURING COMPOUNDTO SLAB FACE AT ACOVERAGE RATE OF 300 SFMAX PER GALLON TO ACT ASA BOND BREAKER AT LEAST48 HOURS PRIOR TO PLACINGNEW SLAB.ENSURE GROUT IS FLUSHWITH FACE OF EXISTINGSLAB.DRILL 1-1/4" DIA. HOLE FOR3/4" DOWEL AND 1" DIA. HOLEFOR 1/2" DOWEL AND INSTALLDOWEL WITH NON-SHRINK GROUT.SAWCUT FULL DEPTH OF SLAB A DISTANCEBACK FROM EXISTING EDGE TO ENSURE ASTRAIGHT EDGE ALONG ENTIRE LENGTH OFPAVEMENT. OBTAIN OWNER'S REPRESENTATIVEAPPROVAL PRIOR TO SAWCUTTING.EQEQ CONSTRUCTION JOINT TO EXISTING PAVEMENT1/4" WIDE BY 1" DEEPSAW CUT. FILL WITHPAVEMENT SEALANT.MAKE SAW CUTIMMEDIATELY PRIORTO INSTALLING PAVEMENTSEALANT.PCC JOINT DETAIL BLOW-UPAPPLY CURING COMPOUNDTO SLAB FACE AT ACOVERAGE RATE OF 300 SFMAX PER GALLON TO ACT ASA BOND BREAKER AT LEAST48 HOURS PRIOR TO PLACINGNEW SLAB.PAVEMENT THICKNESS (SEE PLAN) EQEQ PCC JOINT DETAIL BLOW-UPPAVEMENT THICKNESS (SEE PLAN)TOP OFPAVEMENT1/8"T/2 BUT NOTLESS THAN 1/4"CLOSED CELL BACKERROD. TYPICALLY 1/8" TO1/4" LARGER THAN JOINTWIDTH.PAVEMENT SEALANT1/8" FIRSTSAWCUT1/4" SECOND SAWCUT(IF REQUIRED)WAIT AS LONG AS FEASIBLE TO SEALJOINTS TO ALLOW CONCRETESHRINKAGE TO OCCUR. IF REQUIRED,RE-SAW JOINT IMMEDIATELY PRIORTO INSTALLING SEALANT TOACHIEVE A 1/4 " JOINT WIDTH.ENSURE JOINT IS CLEAN, DRY ANDSIDES PREPARED PER MANUFACTURER’SRECOMMENDATIONS.T3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTSAND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICKPAVEMENTS. DOWELS TO BE 10" LONG CENTEREDWITH JOINT SPACED AT 18" ON CENTER.DOWEL TO BE INSTALLED IN FORM WITHAN APPROVED DOWEL BASKET.LIGHTLY OIL FULL LENGTH OF DOWEL. DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC1212:12 PM3/29/21DETAIL SHEET 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DTJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS 5/19/2020INITIAL DESIGNFILTER FABRICCONTINUOUS OVERWIRE FENCEFENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENINGWOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH EACH OTHER THEY SHALL BE OVERLAPPED4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIALFILTER FABRIC: SEE SPECIFICATIONSPREFABRICATED UNIT: SEE SPECIFICATIONSMAX. 6" MESH SPACING) BY SIX INCHES AND FOLDED. SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 24" AT TOP AND MID SECTION.EXTEND WIRE FENCE AMIN. 8" INTO GROUNDEMBED FILTER FABRICMIN. OF 2" INTO TRENCH(MIN.)3'-0"6"GROUNDFINISH GRADECROSS-SECTIONUNDISTURBEDMAX. 6" MESH SPACING) WITH FILTER CLOTH COVERWOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,BACKFILL4" X 4"TRENCH6"COMPACTED10' MAX O.C.PLAN VIEWFLOWPOSTS: 6' STEEL T-POST10' MAX O.C.2' ORANGE FLAGGING 18" MINWIRE FENCECONTINUOUS OVERFILTER FABRICRIBBON (3' O.C.)T-POSTS(TYP.)STEELEXISTING TREE TO REMAINBARBED WIRE3' MIN.TREE PROTECTION FENCEWITH SILT FENCEN.T.S.ALTERNATE BASEPOURED INVERTPRECAST MANHOLE BASE2 IN. MIN.SLOPE1 IN. MIN.8 IN. MIN.6 IN.15 IN. OR LESS48 IN.60 IN.18 IN. TO 30 IN.72 IN.OVER 30 INCHESMIN. MANHOLEMINIMUM INSIDE DIAMETER OFDIAMETERMANHOLE SHALL BE AS FOLLOWS:PIPE SIZE5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMSGROUTED INSIDEASTM C-478 ECCENTRIC CONEPRE-FORMED PLASTIC GASKETASTM C-478 MANHOLE SECTIONSGROUT BASE TO BARRELSECTION ON INSIDEPRE-FORMED PLASTIC GASKETCAST-IN-PLACE CONCRETE BASE16 IN. MAX.FINISHED GRADE30 IN. MIN. 48 IN. MAX.VARIABLE 28 IN. MAX.24 IN.SEE TABLE6 IN.12 IN.SLOPE1 IN./FT.18 IN.MAX.MANHOLE RUNGS12 IN. O.C.8 IN. MINSTANDA5D MANHOLE::-31'' VENTSURFACEWATERVALVEALL PUMP AREASFLOW THROUGHVALVE4.00' MIN5.00' MIN 1.00' MIN 3'' MIN REF GRADINGPLAN FOR INVERT12'' MIN12'' MIN8'' MIN, TYP SECTION VIEWNOT TO SCALEPLAN VIEWNOT TO SCALE1.75' MINREF GRADING PLANFOR INVERTGATEGATE1.00' MIN 24'' MANHOLE ACCESS, REF GRADING PLAN FOR RIM ELEVATIONSIDE VIEWNOT TO SCALEFRONT VIEWNOT TO SCALE8'' MIN, TYP WALLS:HORIZONTAL: #7'S @ 12'' O.C.VERTICAL: #4'S @ 10'' O.C.3,500 PSI P.C.CONCRETE, TYPBASE: #4'S @ 12'' O.C.BASE: #4'S @ 6'' O.C.WALLS:HORIZONTAL: #7'S @ 12'' O.C.VERTICAL: #4'S @ 10'' O.C.WALL PENETRATIONS:#6 HOOP, 6'' OVERLAP10''10''90°TOP VIEWNOT TO SCALECORNER BARNOT TO SCALECORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARSSEE DETAIL BELOW.TOP: #4'S @ 8'' EACH WAYDIAGONAL AT FRAME AND GRATEFRAME AND GRATE:NEENAH R-1690 (H20 RATED)NOTES:1.ALL EXPOSED CORNERS SHALL HAVE 3/4'' CHAMFER.2.ALL #4 AND #5 REINFORCEMENT BARS SHALL HAVE1-1/2'' COVER, LARGER SIZES SHALL HAVE 2'' COVER.3.PIPE CONNECTIONS SHALL NOT BE MADE ATCORNERS OF BOX.4.ALL REINFORCING BARS SHALL BE GRADE 60SPILL CONTROL STRUCTURENOT TO SCALE7.33'6.33'12''8''6.00' MIN8''12''12''8''6.00' MIN8''12''12''8''5.00' MIN8''12''VARIES, REF GRADING PLAN VARIES, REF GRADING PLAN 8''AASECTION A-ANOT TO SCALE#3'S @ 6'' O.C.FOUR (4) - #4'SMINIMUM SPILL CONTAINMENT AREA:150 GALLONS (20 CUBIC FEET) DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNC1312:12 PM3/29/21DETAIL SHEET 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-DTJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS 5/19/2020INITIAL DESIGNCOMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67LOWER LIMIT OFTRENCH WALLSLOPINGINITIAL LIFT *12 IN. MIN.PIPE O.D.4 IN. MIN.TRENCH WIDTH AS SPECIFIEDIN SECTION 02221COMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67*BEDDIN* 5E4UI5MENTS::-1 KIOSK200± SF FFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJTJTJTJTJTJTJTE6''SS6''SS6''SS6''SSUGE1''W1''W1''W1''W1''WDUGE UGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE 2425262728212019181716765423110981112131415232277B77B77B77B77C77C77C77C77C77C77C77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A77A9.814.477D77D77D77DN89° 24' 31"E 263.86'ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020'30'40'SCALE IN FEETNot to ScaleNot to ScaleSITELANDSCAPE REQUIREMENTSAREAREQUIREMENTREQUIREDPROVIDEDSTREET TREESSTREET TREES SHALL OCCUR IN THE ADJOININGSTREET RIGHT-OF-WAYN/A THE SITE DOES NOT ADJOIN ANYSTREET RIGHT-OF-WAYSLANDSCAPE AREATREATMENTLANDSCAPE AREAS SHALL INCLUDE ALL AREAS ONTHE SITE THAT ARE NOT COVERED BY BUILDINGS,STRUCTURES, PAVING OR IMPERVIOUS SURFACEPROVIDEDPARKING LOTPERIMETERLANDSCAPETREES SHALL BE PROVIDED AT A RATIO OF 1 TREEPER 25 LF ALONG A PUBLIC STREET AND 1 TREE PER40 LF ALONG A SIDE LOT LINE PARKING SETBACKAREAN/A THE SITE DOES NOT ADJOIN ANYPUBLIC STREET RIGHT-OF-WAYS.EXISTING TREESPRESERVED ALONGPERIMETER OF PARKINGLOTPARKING LOTINTERIORLANDSCAPING6% OF THE INTERIOR PARKING LOT SHALL BELANDSCAPE AREAS25,324 SF OF PARKING LOT x 6% =1,519 SF OF LANDSCAPE REQUIRED1,580 SF PROVIDED1 TREE SHALL BE PLANTED PER 150 SF OF REQUIREDINTERIOR LANDSCAPE AREA. 1 OR MORE CANOPYTREES SHALL BE LOCATED IN EACH LANDSCAPEISLAND1580 SF / 150 = 10 TREES REQUIRED10 PROPOSED TREESPROVIDEDTREE MITIGATIONALL EXISTING TREES TO REMAIN NO MITIGATIONREQUIREDTREESQTYBOTANICAL / COMMON NAMECONTCALDETAILNOTES5GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` / SHADEMASTER LOCUSTB & B2"CAL50AUSE TREE WRAP5QUERCUS MACROCARPA / BURR OAKB & B2"CAL50ASHRUBSQTYBOTANICAL / COMMON NAMESIZEDETAILINSTALL HT24JUNIPERUS CHINENSIS `ARMSTRONGII` / ARMSTRONG JUNIPER5 GAL50B20RIBES ALPINUM / ALPINE CURRANT5 GAL50B64SCHIZACHYRIUM SCOPARIUM `ALDOUS` / ALDOUS LITTLE BLUESTEM5 GAL50BPLANT SCHEDULE1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAFDENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALLTREES SHALL BE BALL AND BURLAP OR EQUIVALENT.2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH ANAUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATERUTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATICPOP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATICDRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THEIRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMSTO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKSIRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF ABUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTIONPROCESS.3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FORLATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THESOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THANEIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OFAT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOILAMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OFOCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVEBEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN AMANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHERINSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROWACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANYBUILDING IN SUCH PHASE.6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINALPLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITEDETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULARMAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE,PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACEDPERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITHTHE REQUIREMENTS OF THESE PLANS.8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES4 FEET BETWEEN TREES AND GAS LINES9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC3.2.1(D)(2)(a).10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORTCOLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OREASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORMDRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OFLANDSCAPE ELEMENTS ON THIS PLAN.12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANTAVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OFCONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGESOF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.GENERAL LANDSCAPE NOTESPLANTREE WRAPBACKFILL MIXWHITE FLAGGING (TYP.)8" 2-PLY RUBBER HOSE8' STEEL TEE POST- 3 REQUIRED AT 120°4 INCHES MULCHUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6" 2'(MIN.)TREE PLANTINGN.T.S.12"6"50AREMOVE BURLAP & ROPE FROMTOP 1/3 OF THE BALLDOUBLE STRAND 12 GAUGE WIRECOVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE2'(MIN.)12"UNDISTURBED SUBSOILBACKFILL MIX6"50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IF SHRUB ISWITHIN A PLANTING BED)4 INCHES MULCH (SEELANDSCAPE NOTES FORTYPE OF MULCH)IF SHRUB IS B & B, THENREMOVE BURLAP & ROPEFROM TOP 1/3 OF BALL1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTEDUNLESS NOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORISTOR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BEPERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OFORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK ORONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILLWITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGEAND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THELIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYAND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROMSTAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BEACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THECHART BELOW:9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONALECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THESURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANTSTATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.TREE PROTECTION NOTESTree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet)0-213-425-9510-141015-1912Over 1915MULCHQTYTYPE1462SFMULCH TO MATCH MULCH COLOR AND TYPE USED ON EXISTINGSAM'S CLUB PROPERTYRIGHT OF WAY LINESTORM DRAINTYPICAL PLANTING WITH QUANTITY AND KEY(SEE PLANT LIST)PROPOSED LEGENDLANDSCAPE NOTES77AEXISTING TREE TO REMAIN (REFER TO TREE PROTECTION NOTES)77BTREE PROTECTION FENCE (REFER TO TREE PROTECTION NOTES)77CEXISTING LANDSCAPE AREA TO REMAIN, ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE RESTORED/REPLACED BY CONTRACTOR.77DPLEASE HYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTING TREES 1-4. HANDDIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES. IN ADDITION TO REQUIRED TREE PROTECTIONTHAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATERTHAN 2 INCHES IN DIAMETER. CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHES NEED TO BE SEVERED IN ORDER TOINSTALL THIS UTILITYDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNL15:41 PM3/29/21LANDSCAPE PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-LPJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS 5/19/2020INITIAL DESIGNKnow what'sbelow.before you dig.CallEXISTING TREESKEYSPECIESDBHCONDITIONMITIGATIONNOTES1AUTUMNPURPLE ASH14"FAIR MINUS1.52ASH14"FAIR MINUS2MEASUREDBELOW 4.5'3CRABAPPLE4"POOR04CRABAPPLE9"FAIR MINUS15ASH16"FAIR MINUS1.56ASH16"FAIR MINUS1.57ASH16"FAIR MINUS1.52.58HONEYLOCUST15"FAIR29HONEYLOCUST15"FAIR1 FOR 110CRABAPPLE3"FAIR211HONEYLOCUST13"FAIR112HONEYLOCUST13"POOR PLUS213HONEYLOCUST13"FAIR114CRABAPPLE10.5"FAIR MINUS1.515HONEYLOCUST14"FAIR MINUS1.516CRABAPPLE12"FAIR1.517LINDEN11"FAIR1.518LINDEN13"FAIR2.519LINDEN13"FAIR2.520LINDEN10"FAIR1.521LINDEN12"FAIR222LINDEN14"FAIR223CRABAPPLE14"FAIR MINUS1.524ASH13"FAIR MINUS1.525ASH17.5"FAIR MINUS226ASH14"FAIR1.527ASH15"FAIR1.528ASH19"FAIR2.5* ALL TREES PRESERVEDGENERAL NOTESTHE INSTALLATION OF VAULTS, UTILITIES OR ANY UNDERGROUND ELEMENTS REQUIRING EXCAVATION DEEPER THAN SIX INCHESSHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF ANY PROTECTED EXISTING TREE AT A MINIMUM DEPTH OF 24INCHES.THE AUGER OR BORING ENTRY POINT DISTANT IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROMTREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART AT LEFT. BORING SHALL NOT OCCUR DIRECTLY UNDER THE TREETRUNK AND SHALL BE SHIFTED TO ONE SIDE OF THE PARKWAY.TREE DIAMETER AT BREAST HEIGHT (INCHES)0'' TO 9''10'' TO 14''15'' TO 19''OVER 19''AUGER / BORING PIT DISTANCE FROM FACE OF TREE* (FEET)5'10'12'15'*THE BORING PIT DISTANCE SHALL BE MEASURED FROM THE EDGE OF DISTURBANCE TO THE FACE OF THE TREE.3/31/2021 101nl 1 0 2nd ls flipped paintedascpOAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUBϭϯϬ͕ϯϴϯц SY &TϰϳϬϬ E͘ BOARDWALK DRIVE͕ &ORT COLLINS͕ COONE͗ HC (HARMONz CORRIDOR DISTRICT)USE͗ COMMERCIALͬRETAILEXISTING POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)D15'' RCP15'' RCP15'' RCPAPPROXIMATE LIMITS O& WORK WITHIN POND B2͕ϲϬϬц S& (ϭ͕ϯϬϬц C&)CONTRACTOR SHALL REPLACEͬREPAIR ANz LANDSCAPE MATERIAL DAMAGED DURING CONSTRUCTION͘APPROXIMATE EXISTING TOP O& POND BAPPROXIMATE EXISTING BOTTOM O& POND BPROPOSED OUT&ALL STRUCTURE͕RE& SHEET Cϭϯ Ͳ DETAIL SHEETEXISTING OUT&ALLSTRUCTURE TO REMAINEXISTING STORM DRAINMANHOLE TO REMAINKOHL'SNϵϬΣ ϬϬ' ϬϬΗE ϭϭϳ͘2ϴ'SϬϬΣ ϬϬ' ϬϭΗE ϯϬϴ͘ϰϳ'Lс2Ϭϱ͘ϴ2͕Rсϱϳϲ͘ϬϬȴс2Ϭ͘ϰϳNϲϴΣ ϯϬ' 2ϬΗW ϭϱϬ͘2ϴ'Lсϭϱϱ͘ϰϯ͕Rсϰϱϭ͘ϵϰȴсϭϵ͘ϳϬNϴϱΣ ϭϱ' ϭϲΗW ϲϲ͘ϰϭ'NϴϴΣ ϭ2' ϯϱΗW ϭϬϳ͘ϬϬ'Lсϭϳ͘2ϴ͕ Rсϭϭ͘ϬϬΔсϵϬNϬϭΣ ϰϳ' 2ϱΗE 2ϱϱ͘ϰϰ'SCALE IN &EETϴϬ'ϲϬ'ϬϰϬ'Know what'sbelow.before you dig.Call ϱͬϭϵͬ2Ϭ2ϬINITIAL DESIGNEXISTING LEGENDǁADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITz EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARz SEWER MANHOLESANITARz SEWER CLEANͲOUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIES SHOWN HEREON)ĞǁPROPERTz LINEEASEMENT LINEUNDERGROUND WATER LINEƐƐCONTOUR (ONE &OOT INTERVAL)XXXXALERT TO CONTRACTOR͗ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK͕ &INAL UTILITIES͕ AND &INAL GRADING) Bz THE MILESTONE DATEIN PRO:ECT DOCUMENTS͘NOTE͗SEE ARCHITECTURAL PLANS &OR EXACT LOCATIONS AND DIMENSIONS O&PORCHES͕ RAMPS͕ VESTIBULE͕ SLOPED PAVING͕ TRUCK DOCKS͕ BUILDINGUTILITz ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS͘NOTE͗WHEN PER&ORMING GRADING OPERATIONS DURING PERIODS O& WET WEATHER͕PROVIDE ADEYUATE DEWATERING͕ DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE O& SOILS͘ RE&ER TO SITE SPECI&ICATIONS͘SITE BENCHMARK͗CITz O& &ORT COLLINS BENCHMARK͗ ϰͲϬϴ ON SOUTH SIDE O& HARMONz RD͘ AT THE NORTHWEST CORNER O& ϲ2ϱ EASTHARMONz RD͘ (&RONT RANGE BAPTIST CHURCH)͕ ON THE NORTH WALL O& ACONCRETE IRRIGATION DROP STRUCTURE͘ NAVDϴϴсϱϬϭϳ͘ϭϰ'DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNL1.1ϱ͗ϰϭ PMϯͬ2ϵͬ2ϭLANDSCAPE PLAN BASIN B 4700 BOARDWALK DRIVE COLORADOFORT COLLINS &AX͗ (ϱϱϵ) ϰϰϳͲϯϭ2ϵ (ϱϱϵ) ϰϰϳͲϯϭϭϵ &ƌĞƐŶŽ͕ CA ϵϯϳϭϭ ϳϭϬ W͘ PŝŶĞĚĂůĞ AǀĞ͘:AP:AP:PD:DGϱͬϭϵͬ2Ϭ2ϬSAM'S CLUB FUEL STATION #6633-212 ϯϭϰϵϯϯϭϰϵϯͲLP:OB η ϯϭϰϵϯ DRAWING͗ ϯϭϰϵϯͲLP͘ĚǁŐ LAST SAVED Bz͗ MPARKS 3/31/2021 KIOSK200± SF FFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJTJTJTJTJTJTJTE6''SS6''SS 6''SS 6''SSUGE1''W1''W1''W1''W1''WDUGE UGEUGEUGEUGEUGEUGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE N89° 24' 31"E 263.86'ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020'30'40'SCALE IN FEETNot to ScaleNot to ScaleSITEWATER BUDGET CHARTHYDROZONEAREA (SF)WATER NEEDS(GALLON/SF)ANNUAL WATERUSE (GALLONS)HIGH0180MODERATE0100LOW146234386VERY LOW000TOTAL1462AVG: 365.54386LOW HYDROZONEHYDROZONE LEGENDDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNL25:41 PM3/29/21LANDSCAPE HYDROZONES 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-LPJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS 5/19/2020INITIAL DESIGNKnow what'sbelow.before you dig.Call3/31/2021 KIOSK200± SF FFE 5000.05 JTJTJTJTJTJTE6''SSUGE1''W1''W1''W1''W1''WDUGE UGEUGEUGEUGEUGEUGE UGEUGEUGE MBFMS8.1611"1.5921"IRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVE1.5" IRRIGATION MAINLINECRFIRRIGATION SLEEVEALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020'30'40'SCALE IN FEETNot to ScaleNot to ScaleSITEDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNL35:41 PM3/29/21IRRIGATION PLAN 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG5/19/2020SAM'S CLUB FUEL STATION #6633-212 3149331493-LPJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS 5/19/2020INITIAL DESIGNKnow what'sbelow.before you dig.CallGENERAL IRRIGATION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECTSPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTORIS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TOBEGINNING WORK.3.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR OF ANY DISCREPANCIES IN PLANS ORSPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.4.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THELANDSCAPE ARCHITECT OR LICENSED IRRIGATOR.5.ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THERESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENTREGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.6.CONTRACTOR IS TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALLNOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWERTHAN THE DESIGN WATER PRESSURE OF 65 PSI.7.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED PER LOCALREQUIREMENTS.8.ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICALROOT ZONE OF ANY TREE.9.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATIONCONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.10.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERSREPRESENTATIVE.11.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ONIRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDEBLOWOUT ASSEMBLY.12.ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS.13.IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTORSHALL PROVIDE (2) 1" ELECTRICAL CONDUITS FOR IRRIGATION CONTRACTOR'S POWER/DATA CONNECTION TO CONTROLLER.SEE ARCHITECTURAL ELECTRICAL PLAN FOR ELECTRICAL CONNECTION TO THE IRRIGATION CONTROLLER. IRRIGATIONCONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPECONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.14.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ONTHESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN INTHE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.15.ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER WIRE CONNECTION DETAIL.16.DO NOT INSTALL IRRIGATION AT PYLON / MONUMENT SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED.17.LOCATION FOR IRRIGATION SYSTEM AS SHOWN IS FOR DRAWING PURPOSES ONLY. UNSLEEVED PIPES MAY BE SHOWN INPAVEMENT AREAS FOR CLARITY ONLY. INSTALL THESE PIPES IN ADJACENT LANDSCAPE AREAS WHERE NECESSARY.CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF PROPOSEDIRRIGATION SYSTEM. ALL PROPOSED IRRIGATION LINES AND EQUIPMENT SHALL BE INSTALLED WITHIN THE BOUNDARIES OFTHE PROJECT SITE. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF THE DESIGN AS SHOWN ISNOT ACHIEVABLE.18.MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE AS PER DETAIL 64A.19.IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TOPROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINORADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.20.VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3" OF CLEAN PEA GRAVELLOCATED BELOW THE VALVE.21.ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALLLATERAL LINE PIPING UNDER PAVING SHALL BE PVC SHEDULE 40 AND SHALL BE INSTALLED PRIOR TO ANY HARDSCAPEMATERIAL. IRRIGATION CONTRACTOR TO PROVIDE SLEEVES BETWEEN 12" AND 15" BELOW GRADE AT ALL DRIVE ENTRANCESAND SIDEWALKS. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED.CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES.22.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,LOCATION OF FENCES, RETAINING WALLS, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMSDAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION ANDINSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING AND TIMING, ETC. REFERTO CIVIL ENGINEERING PLANS FOR GRADING, METHODS OF DRAINAGE, IRRIGATION METERS, AND BACKFLOW PREVENTIONDEVICE LOCATION.23.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED, SHALL BE INSTALLED AS PER MANUFACTURER'SRECOMMENDATIONS, DETAILS AND SPECIFICATIONS. ACCEPTABLE MANUFACTURERS INCLUDE RAINBIRD, HUNTER, TORO, ORNETAFIM24.ANY DRIP SYSTEM PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER(AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TOREMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THEVINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'SRECOMMENDATIONS.25.UNLESS OTHERWISE REQUIRED, BACKFLOW PREVENTION DEVICES LESS THAN 2" SHALL BE PLACED IN A WIRE MESH BASKETENCLOSURE AND PAINTED TO MATCH THE PRIMARY BUILDING COLORS. SEE CIVIL PLANS FOR LOCATION.26.ALL JOINTS AND BENDS 2" OR LARGER SHALL HAVE CONCRETE THRUST BLOCKING. THRUST BLOCKING SHALL BE A MINIMUMOF 1 CUBIC FOOT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. SEE DETAIL 31C FOR THRUST BLOCKING.27.CONTRACTOR WILL PROVIDE OWNER WITH A COMPLETE AND REPRODUCIBLE DRAWING OR IRRIGATION SYSTEM LAYOUT AS ITWAS INSTALLED. DRAWING SHOULD INCLUDE, BUT NOT BE LIMITED TO, LOCATIONS OF ZONES VALVES, MAIN, LATERAL ANDDISTRIBUTION LINES, SLEEVES, WATER METER, BACKFLOW PREVENTION DEVICE, SENSORS AND CONTROLLER.28.ALL LATERAL LINE SIZING SHALL REFER TO PIPE SCHEDULE ON THIS PLAN.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD XCZ-100-PRB-COMWIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALLVALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSIQUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM.2TREE DRIP RING2 DRIP RINGS USING 12" EMITTER SPACING @ .9 GPH. 12" SPACING FROMTRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING.10AREA TO RECEIVE DRIPLINERAIN BIRD XFD-09-18XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPHEMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XFINSERT FITTINGS.974.9 L.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYSHUT OFF VALVE1RAIN BIRD PESB 1"1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FORRELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.1WATTS 009 1"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD ESP8LXMEF8 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED ON A PLASTICWALL MOUNT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES1RAIN BIRD SMRT-YSOIL MOISTURE SENSOR KIT. 24VAC @ 50/60 HZ. OPERATING TEMPERATURE:-4 DEGREES F TO 158 DEGREES F. SURVIVAL TEMPERATURE: -40 DEGREES F TO185 DEGREES F. UL, CUL, C-TICK CERTIFICATIONS.1RAIN BIRD WR2-RFCWIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1RAIN/FREEZE SENSOR TRANSMITTER.1WATER METER 3/4"ASSUMED1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21812.2 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40357.4 L.F.PIPE SLEEVE: PVC SCHEDULE 40309.2 L.F.2021-02-09 16:02BFCMSRFM#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEWIRE CONNECTIONN.T.S.CRIMP SLEEVE USERECOMMENDED TOOLBODYFILL WITH SEALANTCAP61ARUN WIRING BENEATH AND BESIDEMAINLINE. TAPE AND BUNDLE AT 10-FOOTINTERVALS.NOTES:ALL SOLVENT WELD PLASTIC PIPING TOBE SNAKED IN TRENCH AS SHOWN.TIE A 24-INCH LOOP IN ALL WIRING AT CHANGESOF DIRECTION OF 30° OR GREATER. UNTIEAFTER ALL CONNECTIONS HAVE BEEN MADE.MAINLINE, LATERAL,AND WIRING IN THESAME TRENCHLATERALPIPESECTION VIEWMAINLINEPIPEWIRE W/O CONDUITCONDUITWIRING INIRRIGATION PIPEAND WIRE TRENCHINGN.T.S.64A1. ALL LATERAL LINES SHALL BE SDR-13.5 PVC PIPE. ALL MAIN LINES SHALL BE SDR-21 PVC PIPE.2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SCH. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 18" DEEP. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" DEEP.PVC EXHAUST HEADERPVC SCH 40 TEE OR EL (TYPICAL)BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL)FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFD FLUSH POINT"PERIMETER OF AREAPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREAON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFD DRIPLINE NON-POTABLE: XFDP DRIPLINEPVC SUPPLY HEADERPVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVEKIT (SIZED TO MEET LATERAL FLOW DEMAND)PVC SCH 40 RISER PIPE9NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES INELEVATION. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE TABLE BELOW.XFD Dripline Maximum Lateral Lengths (Feet)2-3"MULCHDRIP MANIFOLDBURIAL DEPTHINSET AINSET AON-SURFACE DRIP IRRIGATION N.T.S.79D(EMT6-M101)RAIN BUG EMITTERRAINBIRD MULTI-OUTLET EMITTER TUBINGCLASS 200 PVCSWING JOINTPVC ELL AND STREET ELL(LENGTH AS REQUIRED)SCHEDULE 80 NIPPLEEMITTER BOXFINISH GRADE79FMULTI-OUTLET EMITTERN.T.S.ON OPPOSITE EDGES OF THE TREE SAUCER.EDGES OF THE ROOT BALL, AND 2 OUTLETS LOCATEDPLANTREE SAUCERON PLAN WITH 2 OUTLETS LOCATED ON OPPOSITEALL EMITTER TUBING SHALL BE PLACED AS SHOWNLATERAL LINEW/ BUG CAP (TYP.)W/ BUG CAP (TYP.)DRIP LINEROOT BALLIN BOXMULTI-OUTLET EMITTERSHOWN ON PLANLATERAL LINEEMITTER TUBING3/31/2021 Know what'sbelow.before you dig.CallRDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW0REV04:26 PM2/16/21SWMP NOTES 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG10/1/20SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-CSJOB # 31493 DRAWING: 31493-SWMP-CS.dwg LAST SAVED BY: JHENTHORNE USGS Quadrangle MapNot to ScaleVicinity MapNot to ScaleSITE LOCATION4700 BOARDWALK DRIVEFORT COLLINS, COSWMP PLANS FOR CONSTRUCTION OFSAM'S CLUB FUEL STATION #6633-2124700 BOARDWALK DRIVEFORT COLLINS, COLORADOGENERAL NOTESA.PROJECT OFFICE WALL SWMP POSTINGS:THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THEPROJECT OFFICE:1) SWMP SITE MAPS (ALL PHASES);2) SWMP DETAIL SHEETS;3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY;4) REVISIONS TO DETAILS, SITE MAPS, OR SWMP-RELATED RFIS;5) SITE SWMP BINDER;6) SWCT PLACARD;7)CURRENT OWNER TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S);AND8)CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THEAPPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION.B.PERMITTED PROJECT AREA:FOR PURPOSES OF THIS SWMP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINEDAS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWMP SITE MAPSAND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING ANDCONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICETRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):OFFSITE AREAS THAT EXTEND BEYOND THE SAM'S CLUB BOUNDARY AREA, BUT MUST BE INCLUDED WITHIN THEPERMITTED AREA INCLUDE THE FOLLOWING:- OFFSITE UTILITY CONNECTIONS WITHIN HARMONY ROAD R.O.W.-BMP PLACEMENT ALONG EAST PROPERTY BOUNDARY-WORK IN EXISTING POND SOUTH OF EXISTING SAM'S CLUB BUILDINGALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THEGC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED INACCORDANCE WITH APPENDIX E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TOLOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OFDISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS ORNON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTIONMANAGER, THE CEC AND THE OWNER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASEBASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC.C.SPECIAL PROJECT AREAS:THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRINGINSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.D.1NON-STORMWATER DISCHARGES:THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITSMOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATERDISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN ACT2 CONDITION NO.T-5 OF THE GENERAL PERMIT.BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLEDISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWMP FOCUS ONPROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILYAVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT.NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER.ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE.WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLICWATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FORCONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROMTHE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHENNON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOTCAUSE EROSION OF THE SOIL DURING DISCHARGE.D.2 POWER WASHING:PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS,MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAINSYSTEM OR DISCHARGED OFF-SITE.E.DISCHARGE POINTS:ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATIONCONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/ORIMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONSSHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 14, SEDIMENT RELEASES, OF THE 02370SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTUREOCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OFDISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING ANDMONITORING OF EFFLUENT PLAN (IF APPLICABLE).EROSION AND SEDIMENT CONTROL NOTESA.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATERMANAGEMENT PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BYCONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONALCONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITYIMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.D.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWMP IMPLEMENTATIONSEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLYSEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.E.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELYUPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUALGRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/ORBLANKETS. COMPLETION MUST BE ACHIEVED IMMEDIATELY, BUT NO LATER THAN SEVEN DAYS.F.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BEPERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/ORVEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN SEVEN DAYS AFTER THE LAST CONSTRUCTIONACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.G.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFFVELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PERREQUIREMENTS IN THESE E&S CONTROL NOTES.H.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BERESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TOPREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE.I.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER MANAGEMAENT PLAN, SHALL BEMAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OFWORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALLBE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLEPERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS.J.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSOPROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACTDOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M)MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS.K.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OFACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.L.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED FROM THE SITE.M.OFF-SITE VEHICLE TRACKING OF SEDIMENT AND THE GENERATION OF DUST SHALL BE MINIMIZED DURINGCONSTRUCTION.N.THE PLAN SHALL ENSURE AND DEMONSTRATE COMPLIANCE WITH APPLICABLE STATE OR LOCAL WASTEDISPOSAL AND TEMPORARY AND PERMANENT SANITARY SEWER REGULATIONS.O.NO LIQUID CONCRETE WASTE SHALL BE DISCHARGED FROM THE SITE.P.NO CONTAMINATES FROM FUEL STORAGE ARES, HAZARDOUS WASTE, AND TRUCK WASH AREAS SHALL BEDISCHARGED FROM THE SITE.Q.ADEQUATE HOUSEKEEPING MEASURES SHALL BE IMPLEMENTED SO THAT RANDOM TRASH, MATERIALS, ANDTOOLS ARE NOT LEFT LAYING AROUND THE SITE DURING CONSTRUCTION.ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALLBE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THISCONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALLAPPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLEDACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLYAPPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS.MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLEMATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS ORAPPARATUS.IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVETHE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIMEFRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERINGWATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSEDOF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THEMANUFACTURER OF SUCH PRODUCTS.THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUMPRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF ONE GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS,ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT,IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWMPREPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTEDAND MAINTAINED IN THE JOBSITE BINDER.ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES ASDEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPANATIONAL RESPONSE CENTER (1-800-424-8802) AND COLORADO DEPARTMENT OF PUBLIC HEALTH ANDENVIRONMENT (1-303-692-3300) IMMEDIATELY.THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS THAT WHICH EXCEEDS A REPORTABLE QUANTITYESTABLISHED UNDER 40 CFR 302: ONE BARREL OR 42 GALLONS.THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 OR THE CODE OF FEDERALREGULATIONS WEBPAGEHTTPS://WWW.ECFR.GOV/CGI-BIN/TEXT-IDX?SID=5EB9206A60662143CB26A1B0A7263E74&MC=TRUE&NODE=SE40.28.302_14&RGN=DIV8.TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME INCONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED:1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS,SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOILSTABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURELOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE.2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULEDFOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTYLITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES,PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITSLOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.a.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES ANDAPPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT ANDFROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCTLABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTALDAMAGE.5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THEPRODUCT LABEL AND REGULATIONS.THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X". FLOOD ZONE "X" IS DEFINED AS AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOODINSURANCE RATE MAP FOR FORT COLLINS, COLORADO.COMMUNITY PANEL NUMBER: 08069C1000FEFFECTIVE DATE: DECEMBER 19, 2006.(NPDES) NOTES1.IN THE CASE OF EMERGENCY, CALL THE WALMART CONSTRUCTION MANAGER.2.SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURALCONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.3.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TOSTREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.4.APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TOMINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WINDOR RUNOFF.5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESSTREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.6.ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THEREQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE ANDANY ASSOCIATED CONSTRUCTION STAGING AREAS.7.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALSSHALL BE COLLECTED AND PROPERLY DISPOSED IN THE TRASH OR RECYCLE BINS.8.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOTCARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLYWHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DONOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TOCAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITYREPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.9.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROMPAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS:ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOROR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH AND CONCRETE WASH WATER; CONCRETE,DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STREAM CLEANING OR CHEMICALDEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEESHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLYSEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS.10.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGE CONTAMINATED SOILS VIA SURFACEEROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITYCONTROL BOARD.11.GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THECONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.12.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.13.THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORKIS IN ACCORDANCE WITH THE APPROVED PLANS.14.THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES,AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHEDIS PROHIBITED.15.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENTLOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.16.ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENTHE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.17.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVECOMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, ANDSTOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM SITE TOSTREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.18.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BEIMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTY BY WIND RUNOFF.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMSEROSION AND SEDIMENT CONTROL PLANS (ESCP)PROVIDE COPIES OF (ESCP) FOR REFERENCE. ESCP ARE USUALLY PART OF BMP'S AND SHALL BE ADDRESSED ONGRADING PLANS AND RELATED BUILDING SITE PLAN.ULTIMATE RECEIVING WATER:SITE DRAINS TO MAIL CREEK DITCHFLOWING APPROXIMATELY 1 MILEWEST OF SITESW0SWMP NOTESSW1SWMP IMPLEMENTATION SEQUENCE AND LIMITS OF WORKSW2PHASE 1 EROSION AND SEDIMENT CONTROL PLANSW3PHASE 2 EROSION AND SEDIMENT CONTROL PLANSW4SWMP INFORMATION SUMMARIESSW5SWMP DETAIL SHEET 1SW6SWMP DETAIL SHEET 2SW7SWMP DETAIL SHEET 3HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTINGFLOOD CERTIFICATION:PLAN INDEX:Vicinity MapNot to ScaleSUBJECT SITESITE BENCHMARKCITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THENORTHWEST CORNER OF 625 EAST HARMONY RD.(FRONT RANGE BAPTIST CHURCH), ON THE NORTHWALL OF A CONCRETE IRRIGATION DROP STRUCTURENAVD88=5017.14'IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC. covered cart returncovered cart returnEW W W wwcovered cart returncovered cart returnasphaltconcrete sidewalk wmb PROPOSED CANOPY FOOTPRINTPROPOSED BUILDINGFOOTPRINTCFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCF CFKOHL'SKIOSKcovered cart returncovered cart returnJTJTJTJTJTE6''SS6' ' S S 6' ' S SS W W W 1''WDUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE wwwmb CFCFCF CFCFCFCFCFCFCFCFCFCFCFCFCF CFDATE Engineering Associates, Inc.REVISIONSSWMP IMPLEMENTATION DRWDESPMDPORINITIAL DESIGNSW1REV05:04 PM3/30/21SEQUENCE AND LIMITS OF WORK 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/29/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-LOWJOB # 31493 DRAWING: 31493-SWMP-LOW.dwg LAST SAVED BY: JHENTHORNE 1A2345678910BCDEFGMINIMIZATION OF DISTURBED AREAS:1.CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TOREDUCE EROSION AND RETAIN SEDIMENT AND OTHERPOLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE.2.CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL ISEXPOSED.3.CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BYMINIMIZING THE EXTENT OF GRADING AND CLEARING TOEFFECTIVELY REDUCE SEDIMENT YIELD.NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMITSURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BYCLEARING AND GRUBBING, EXCAVATION, BORROW ANDEMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDEIMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROLMEASURES.IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC.SWMP IMPLEMENTATION SEQUENCEPHASE 11.INSTALL THE SWMP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHINEASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.2.STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD) (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BECONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKEDTHROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.3.INSTALL BIG RED SECTIONS 1-64.INSTALL CONSTRUCTION EXIT AS SHOWN ON SITE MAPS.5.INSTALL CONSTRUCTION FENCING AS SHOWN ON SITE MAPS.6.PREPARE TEMPORARY PARKING AND STORAGE AREA AND SET THE PROJECT OFFICE TRAILER.7.HALT ALL ACTIVITIESCONTACT THE CIVIL ENGINEERING CONSULTANT (CEC) TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENTPRACTICES (BMPS). BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING. (THIS SHOULD BESCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.)ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORMAND RESOLVED WITHIN 24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVEDWITHIN 24-HOURS OF THE BMP CERTIFICATION BY THE CEC.IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUSTBE RESCHEDULED. THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.GENERAL CONTRACTOR (GC) SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC,OWNER'S CONSTRUCTION MANAGER (CM), AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWMP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THENEXT BUSINESS DAY AFTER THE SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELYDENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. INADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDEROR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.PHASE 21.BEGIN DEMOLITIONING EXISTING SITE FEATURES AS SHOWN ON THE SITE MAPS. (PHASE DEMOLITION TO THE MAXIMUM EXTENTPRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME).2.BEGIN GRADING THE SITE.3.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.4.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENTLAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED ORLIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE.5.PRIOR TO UTILITY AND TRENCH DRAIN WORK, INSTALL BIG RED SECTION 7 THRU 24 AS SHOWN ON THE SITE MAPS.6.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS7.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.8.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.9.REMOVE CONSTRUCTION EXIT PRIOR TO PAVING OPERATIONS.10.REMOVE AND REPLACE BIG REDS AT THE END OF EACH WORKDAY AS PAVING OPERATION.11.PREPARE SITE FOR PAVING.12.PAVE SITE.13.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.14.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL DISTURBED AREAS.15.OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, ANDC. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS).16.CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATEPERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWMP REPORTING SYSTEM PROVIDED BY THEOWNER.NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPSAND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FORCLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWMP IMPLEMENTATION SEQUENCE, BEFORE THEIRIMPLEMENTATION BEGINS.THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THESOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON SHEET C9.4.SCALE IN FEET100'75'050' OFF-SITE DRAINAGEAREA B1.36 ACRESwwstop signstop signstop signstop signstop signstop signstop signstop signmetal chasecovered cart returncovered cart returnstorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltasphaltconcrete sidewalkconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUE wueueuembstorm graterim = 4996.35'18" RCP inv. in (N) = 4993.95'18" RCP inv. out (W) = 4993.84'sanitary sewer manholerim = 5002.85'8" PVC inv. in (N) = 4995.29'8" PVC inv. out (S) = 4995.23'sanitary sewer manholerim = 5000.72'8" PVC inv. in (N) = 4993.24'8" PVC inv. out (S) = 4993.10'sanitary sewer manholerim = 4998.69'8" PVC inv. in (N) = 4991.72'8" PVC inv. out (S) = 4991.58'covered cart returnlarge snow pile attime of surveystop signconcrete sidewalkstop signstop signstop signstop signstop signtrashenclosurepillarsplantersconcrete sidewalk50065005500450035003500250015000499949984997 50 0 3 5005 500 4 500350025001500049994998499749974998buildingbuildingbuilding15"3"1410"14"6"14"12"12"14"15"15"18"9"4"14"18"12"10"12"10"10"12"12"14"10"12"14"15"14"12"12"12"12"12"12"10"12"10"10"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"3.9%2.0%4.6%3.1%1.4%2.1%1.4%4.5% 0.7 % 1.1% 0.6%0.8%2.1%0.4%1.9%1 . 5% 4.0%0.3%1.4%1.4%1.9% 0.5 % 0. 3 %2.9%2 . 1%3.6%3.3% 2.8 % 1.0% 0.8% 0.3% 1.2% 0.6% 0.8% 2.7%1.2% 1.2%2.2%3.5%4.9%2.0%3.2%0. 5 %0.9%0.4% 0.6% 1.3% 0.1% 0.4%3PROPOSED CANOPY FOOTPRINTBIG REDSECTION 2BIG REDSECTION 1ON-SITE DRAINAGEAREA A1.28 ACRESOFF-SITE DRAINAGEAREA A0.39 ACRESBIG REDSECTION 4IP5IPIP5IPCEMLSOFFSET 4FTFOR CLARITYSTORMWATER OUTFLOW LOCATION 1APPROXIMATELY 1 MILE WEST OF SITETO MAIL CREEK DITCH.LOCKABLE DOUBLEGATECFCFCFBRPROPOSED BUILDINGFOOTPRINTBRSISOFFSET 2FT FOR CLARITYCONTRACTOR NOTE:DO NOT BLOCK DRIVEBRCFLOCKABLE DOUBLEGATESAM'S CLUB #6633-212KOHL'SSPPLEASE SEE INSET A FOR CONTINUITYCFCFCFCFBIG REDSECTION 6BRCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFCWOFF-SITE DRAINAGEAREA D0.24 ACRESBIG REDSECTION 3BROFF-SITE DRAINAGEAREA C0.18 ACRESCF CFCFBIG REDSECTION 5BROFF-SITE DRAINAGEAREA B1.36 ACRESDATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW2REV05:01 PM3/30/21PHASE 1 EROSION AND SEDIMENT 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/30/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-PH1JOB # 31493 DRAWING: 31493-SWMP-PH1.dwg LAST SAVED BY: JHENTHORNE Know what'sbelow.Callbefore you dig.SOIL TYPEALTVAN-SATANTA LOAM, 0 TO 3 PERCENT SLOPESTHE GC MUST UPDATE THE SWMP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THEPROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THEFOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL,CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTINGINSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENTSTABILIZATION.IMPORTANT:THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CECAND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLYONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALIDREASON THE SPECIFIED BMP WILL NOT WORK)2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;3.MODIFYING THE SWMP IMPLEMENTATION SEQUENCE; OR4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWMP.THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, INAN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATERQUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIRACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TOOBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TOENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATERQUALITY. AMENDING THE SWMP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLETO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THATHAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BYWRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMSMUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.SWMP UPDATES AND AMENDMENTSPROPOSED LIMITS OF DISTURBANCEBMP CALLOUTSSECTION #SIZE (IF APPLICABLE)PROPOSED BUILDING FOOTPRINT3PROPERTY BOUNDARY1.PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREASIDENTIFIED, IN THE SWMP OR IN THE FIELD, TO BE PROTECTED (SUCH AS HISTORICPROPERTIES, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/THREATENEDSPECIES, ETC.).2.WHERE IN CLOSE PROXIMITY, LIMIT OF DISTURBANCE (LOD) LINE TO FOLLOWPROPERTY LINE. LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATIONEASEMENT FOR GRAPHIC CLARITY ONLY.3.CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THECONSTRUCTION EXIT(S) PRIOR TO LEAVING CONSTRUCTION SITE.4.TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT.5.CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS, MANHOLES, PIPES, AND CATCHBASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS.6.FOR EXISTING LEGEND, PLEASE REFER TO SITE DEVELOPMENT PLANS.7.NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING ISPERMITTED ON AREAS THAT IMPEDE ACCESS TO ADJACENT PROPERTIES ANDBUSINESSES.8.CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK, NOISE LEVEL, AND OTHERCONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE CITY OF FORTCOLLINS REGULATIONS.9.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMARTCONSTRUCTION MANAGER, COLORADO DEPARTMENT OF TRANSPORTATION(CDOT), AND THE CITY OF FORT COLLINS PRIOR TO ANY WORK WITHIN PUBLICRIGHT-OF-WAY. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLMEASURES IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF FORT COLLINSPRIOR TO WORK.10.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMARTCONSTRUCTION MANAGER, AND STORE MANAGER PRIOR TO ANY WORK THATMAY DISRUPT THE SURROUNDING BUSINESS' OPERATIONS.11.CONTRACTOR SHALL PHASE GRADING/DISTURBANCE ACTIVITIES AS MUCH ASPOSSIBLE TO MINIMIZE RISK OF SEDIMENT RELEASES.12.ANY MUD OR DEBRIS TRACKED BY CONTRACTOR TO PARKING LOT AND ADJACENTSTREETS WILL BE IMMEDIATELY CLEANED BY CONTRACTOR.DRAINAGE BASIN BOUNDARYCONTROL PLAN SITE BENCHMARKCITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THENORTHWEST CORNER OF 625 EAST HARMONY RD.(FRONT RANGE BAPTIST CHURCH), ON THE NORTHWALL OF A CONCRETE IRRIGATION DROP STRUCTURENAVD88=5017.14'CFSISCONSTRUCTION FENCESWMP INFORMATION SIGNBRBIG RED (OR ENGINEER APPROVED EQUAL)IP5INLET PROTECTION FILTER SACKSCALE IN FEET60'45'30'0CECONSTRUCTION ENTRANCEDUST CONTROL (ENTIRE SITE - NOT SHOWN ON PLAN)DEWATERING (ENTIRE SITE - NOT SHOWN ON PLAN) ON-SITEDEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESEREQUIREMENTS.EQUIPMENT AND VEHICLE CLEANING AND MAINTENANCE AREA(NOT SHOWN ON PLAN - G.C. TO DETERMINE LOCATION SPECIFICTO EACH PHASE OF CONSTRUCTION)FUEL AND PETROLEUM STORAGE AND USE (NOT SHOWN ON PLAN -G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)MATERIAL LAYDOWN AND STORAGE AREAOTHER POLLUTANT CONTROLS (ENTIRE SITE - NOT SHOWN ON PLAN)SANITARY FACILITIES (NOT SHOWN ON PLAN - G.C. TO DETERMINELOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION)STOCKPILESSOLID WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TODETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)SEEDING/VEGETATION REQUIREMENTS (ENTIRE SITE - NOT SHOWNON PLAN)MASONS AREA (NOT SHOWN ON PLAN - G.C. TO DETERMINELOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTIONIRRIGATION OR DISPERSION (ENTIRE SITE - NOT SHOWN ON PLAN)PAINT AND STUCCO WASHOUT (NOT SHOWN ON PLAN - G.C. TODETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)CEMENT AND CONCRETE WASHOUTINLET PROTECTIONCWEMASWDMLSMASPDCSAFSVRPSWOPCIPIDFPSUDWTEMPORARY CONCRETE WASHOUT (NOT SHOWN ON PLAN- G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASEOF CONSTRUCTION.) (DISCHARGE OF EXCESS OR WASTECONCRETE AND/OR WASH WATER FROM CONCRETETRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE,BUT ONLY IN APPROVED ABOVEGROUND PORTABLECONCRETE WASHOUT CONTAINERS.)TCWTSTEMPORARY SEEDING AND STABILIZATION (ENTIRE SITE - NOTSHOWN ON PLAN)TEMPORARY PARKING (NOT SHOWN ON PLAN) - G.C. TO DETERMINELOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR.TPIMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC.AREA OF DISTURBANCE = 1.20 ACRES (52,376 S.F.)INSET A UGEUGEUGEBIG REDSECTION 24BRBIG REDSECTION 26BRKIOSK 200± SF FFE 5000.05covered cart returncovered cart returnTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJTJTJTJTJTJTJTJTJTE6''SS6''SS6''SS 6' ' S S 6''SS6''SSSW W W W W W W1''W1''WDUGEUGEUGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE wwstop signstop signstop signstop signstop signstop signstop signstop signmetal chasecovered cart returncovered cart returnstorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltasphaltconcrete sidewalkconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUE wueueuembstorm graterim = 4996.35'18" RCP inv. in (N) = 4993.95'18" RCP inv. out (W) = 4993.84'sanitary sewer manholerim = 5002.85'8" PVC inv. in (N) = 4995.29'8" PVC inv. out (S) = 4995.23'sanitary sewer manholerim = 5000.72'8" PVC inv. in (N) = 4993.24'8" PVC inv. out (S) = 4993.10'sanitary sewer manholerim = 4998.69'8" PVC inv. in (N) = 4991.72'8" PVC inv. out (S) = 4991.58'covered cart returnlarge snow pile attime of surveystop signconcrete sidewalkstop signstop signstop signstop signstop signtrashenclosurepillarsplantersconcrete sidewalk50065005500450035003500250015000499949984997 50 0 3 5005 500 4 500350025001500049994998499749974998buildingbuildingbuilding15"3"1410"14"6"14"12"12"14"15"15"18"9"4"14"18"12"10"12"10"10"12"12"14"10"12"14"15"14"12"12"12"12"12"12"10"12"10"10"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"KHOL'SOWNER: KOHL DEPARTMENT STORES, INCZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILSAM'S CLUB 500150005 0 0 04999 4999499949994998499849974998 4999BIG REDSECTION 16OFF-SITE DRAINAGEAREA B1.36 ACRESOFF-SITE DRAINAGEAREA A0.39 ACRESBIG REDSECTION 2BIG REDSECTION 1OFF-SITE DRAINAGEAREA C0.18 ACRESCF CFCFBIG REDSECTION 4BIG REDSECTION 5BIG REDSECTION 15BIG REDSECTION 7BIG REDSECTION 6BIG REDSECTION 8IP5IPIP5IPCEOFFSET 4FTFOR CLARITYSTORMWATER OUTFLOW LOCATION 1APPROXIMATELY 1 MILE WEST OF SITETO MAIL CREEK DITCH.PSPSPSPSCFCFBRSISBRBRLOCKABLE DOUBLEGATECFBRBRBRCONTRACTOR NOTE:DO NOT BLOCK DRIVEBRBRBRCFSAM'S CLUB #6633-212KOHL'SMLSSPCWPLEASE SEE INSET A FOR CONTINUITYCFCFCFCFBIG REDSECTION 9BRBIG REDSECTION 17BRBIG REDSECTION 14BROFF-SITE DRAINAGEAREA D0.27 ACRESBIG REDSECTION 3BRBIG REDSECTION 11BRBIG REDSECTION 10BRBIG REDSECTION 13BRBIG REDSECTION 12BRBIG REDSECTION 18BRBIG REDSECTION 18BRBIG REDSECTION 19BRBIG REDSECTION 23CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CFCFBIG REDSECTION 20BRBIG REDSECTION 21BRBRBIG REDSECTION 25BRDATE Engineering Associates, Inc.REVISIONSPHASE 2 DRWDESPMDPORINITIAL DESIGNSW3REV08:16 PM3/29/21PHASE 2 EROSION AND SEDIMENT 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/29/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-PH2JOB # 31493 DRAWING: 31493-SWMP-PH2.dwg LAST SAVED BY: JOEPERKINS 1A2345678910BCDEFGKnow what'sbelow.Callbefore you dig.THE GC MUST UPDATE THE SWMP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THEPROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THEFOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL,CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTINGINSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENTSTABILIZATION.IMPORTANT:THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CECAND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLYONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALIDREASON THE SPECIFIED BMP WILL NOT WORK)2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;3.MODIFYING THE SWMP IMPLEMENTATION SEQUENCE; OR4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWMP.THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, INAN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATERQUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIRACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TOOBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TOENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATERQUALITY. AMENDING THE SWMP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLETO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THATHAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BYWRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMSMUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT.SWMP UPDATES AND AMENDMENTSCFSISCONSTRUCTION FENCESWMP INFORMATION SIGNBRBIG RED (OR ENGINEER APPROVED EQUAL)IP5INLET PROTECTION FILTER SACK1.PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREASIDENTIFIED, IN THE SWMP OR IN THE FIELD, TO BE PROTECTED (SUCH AS HISTORICPROPERTIES, NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/THREATENEDSPECIES, ETC.).2.WHERE IN CLOSE PROXIMITY, LIMIT OF DISTURBANCE (LOD) LINE TO FOLLOWPROPERTY LINE. LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATIONEASEMENT FOR GRAPHIC CLARITY ONLY.3.CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THECONSTRUCTION EXIT(S) PRIOR TO LEAVING CONSTRUCTION SITE.4.TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT.5.CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS, MANHOLES, PIPES, AND CATCHBASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS.6.FOR EXISTING LEGEND, PLEASE REFER TO SITE DEVELOPMENT PLANS.7.NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING ISPERMITTED ON AREAS THAT IMPEDE ACCESS TO ADJACENT PROPERTIES ANDBUSINESSES.8.CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK, NOISE LEVEL, AND OTHERCONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE CITY OF FORTCOLLINS REGULATIONS.9.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMARTCONSTRUCTION MANAGER, COLORADO DEPARTMENT OF TRANSPORTATION(CDOT), AND THE CITY OF FORT COLLINS PRIOR TO ANY WORK WITHIN PUBLICRIGHT-OF-WAY. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLMEASURES IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF FORT COLLINSPRIOR TO WORK.10.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMARTCONSTRUCTION MANAGER, AND STORE MANAGER PRIOR TO ANY WORK THATMAY DISRUPT THE SURROUNDING BUSINESS' OPERATIONS.11.CONTRACTOR SHALL PHASE GRADING/DISTURBANCE ACTIVITIES AS MUCH ASPOSSIBLE TO MINIMIZE RISK OF SEDIMENT RELEASES.12.WHEN SILT FENCE INLET PROTECTION IS SHOWN CONJUNCTION WITH ANOTHERINLET PROTECTION DEVICE, THE SILT FENCE INLET PROTECTION DEVICE IS TO BEUSED IN THE INTERIM PERIOD BETWEEN THE CONSTRUCTION ON THE INLETSTRUCTURE BASE AND WALLS AND THE INLET TOP, ONCE THE INLET TOP ISCONSTRUCTED, CONTRACTOR SHALL USE THE OTHER SPECIFIED ON THE PLANS.13.ANY MUD OR DEBRIS TRACKED BY CONTRACTOR TO PARKING LOT AND ADJACENTSTREETS WILL BE IMMEDIATELY CLEANED BY CONTRACTORPROPOSED LIMITS OF DISTURBANCEBMP CALLOUTSSECTION #SIZE (IF APPLICABLE)PROPOSED BUILDING FOOTPRINTPROPERTY BOUNDARYDRAINAGE BASIN BOUNDARYSCALE IN FEET60'45'30'0SITE BENCHMARKCITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THENORTHWEST CORNER OF 625 EAST HARMONY RD.(FRONT RANGE BAPTIST CHURCH), ON THE NORTHWALL OF A CONCRETE IRRIGATION DROP STRUCTURENAVD88=5017.14'DUST CONTROL (ENTIRE SITE - NOT SHOWN ON PLAN)DEWATERING (ENTIRE SITE - NOT SHOWN ON PLAN) ON-SITEDEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESEREQUIREMENTS.FUEL AND PETROLEUM STORAGE AND USE (NOT SHOWN ON PLAN -G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)HAZARDOUS WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TODETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)MATERIAL LAYDOWN AND STORAGE AREAOTHER POLLUTANT CONTROLS (ENTIRE SITE - NOT SHOWN ON PLAN)SANITARY FACILITIES (NOT SHOWN ON PLAN - G.C. TO DETERMINELOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION)STOCKPILESSOLID WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TODETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)SEEDING/VEGETATION REQUIREMENTS (ENTIRE SITE - NOT SHOWNON PLAN)MASONS AREA (NOT SHOWN ON PLAN - G.C. TO DETERMINELOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTIONIRRIGATION OR DISPERSION (ENTIRE SITE - NOT SHOWN ON PLAN)PAINT AND STUCCO WASHOUT (NOT SHOWN ON PLAN - G.C. TODETERMINE LOCATION SPECIFIC TO EACH PHASE OFCONSTRUCTION)CEMENT AND CONCRETE WASHOUTTEMPORARY PARKING (NOT SHOWN ON PLAN) - G.C. TO DETERMINELOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR.INLET PROTECTIONCWSWDMLSMASPDCSAFTPSVRPSWOPCIPIDHWDFPSUDWPERMANENT SEEDING, SOD, MULCHING, OR ROCK - TYP.(REF LANDSCAPING PLAN)PSTEMPORARY CONCRETE WASHOUT (NOT SHOWN ON PLAN- G.C. TO DETERMINE LOCATION SPECIFIC TO EACH PHASEOF CONSTRUCTION.) (DISCHARGE OF EXCESS OR WASTECONCRETE AND/OR WASH WATER FROM CONCRETETRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE,BUT ONLY IN APPROVED ABOVEGROUND PORTABLECONCRETE WASHOUT CONTAINERS.)TCWTSTEMPORARY SEEDING AND STABILIZATION (ENTIRE SITE - NOTSHOWN ON PLAN)CECONSTRUCTION ENTRANCEIMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC.AREA OF DISTURBANCE = 1.20 ACRES (52,376 S.F.)INSET A TEMPORARY CONTROL MEASURESSITE CONSTRUCTIONSTORM FACILITIESSTRIP & STOCKPILE TOPSOILFOUNDATION / BUILDING CONSTRUCTIONTEMPORARY CONSTRUCTION EXITSSEDIMENT CONTROL BASIN(S)/TRAP(S)FINISH GRADINGLANDSCAPING/SEED/FINAL STABILIZATIONPERMANENT CONTROL STRUCTURESROUGH GRADINGDECNOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULESOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULEMAYFEBJANMARAPRSEP JULJUNAUGOCTNOVFEBJANMARMAYAPRJUNCONSTRUCTION SEQUENCE1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.2) TIME SCHEDULE MUST COINCIDE WITH THE SWMP IMPLEMENTATION SEQUENCE.DECSEP JULAUGOCTNOVLAST REVISED:APRIL 30, 2011WAL-MARTSTANDARDDETAIL12345SAM'S CLUB PROPERTY AREAPERMITTED AREA WITHIN SAM'S CLUB PROPERTYPERMITTED AREA OUTSIDE OF SAM'S CLUB PROPERTYTOTAL PERMITTED PROJECT AREA (MUST MATCH NOI)IMPERVIOUS AREA BEFORE PROJECT1.311.500.151.3511.95LAST REVISED:JUNE 2013WAL-MARTSTANDARDDETAILACREAGE SUMMARY(IN ACRES)OFF-SITE DRAINAGE AREAOFF-SITE RUN ON AREA A0.39AVERAGESLOPEMAXIMUMSLOPECOVER TYPEAREA(ACRES)1%4%LAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAILOFF-SITE RUN-ON SUMMARY 1.69FLOW(CFS)PRE-CONSTRUCTION RUNOFF COEFFICIENT:POST-CONSTRUCTION RUNOFF COEFFICIENT:RUNOFF COEFFICIENT SUMMARY"c" = 0.85 LAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAIL"c" = 0.84LAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAILADDRESS:SITE LOCATION SUMMARYCENTER OF SITE:LATITUDE:LONGITUDE:ADJACENT SURROUNDING PROPERTIES:4700 BROADWALK DRIVE,FORT COLLINS, CO 8052540° 31' 15.7'' N OR 40.521015° NNORTH: FULLY DEVELOPED COMMERCIAL. USE: MULTIPLE COMMERCIALSSOUTH: FULLY DEVELOPED COMMERCIAL. USE: SAM'S CLUBEAST: FULLY DEVELOPED COMMERCIAL. USE: COMMERCIALS (KOHL'S)WEST: BOARDWALK DRIVE, SINGLE-LANE. USE: ROAD105° 03' 49.4'' W OR -105.063731° WLAST REVISED:JUNE 2013WAL-MARTSTANDARDDETAILLOWEST ELEVATION OF PROJECT SITE:SITE TOPOGRAPHY SUMMARYHIGHEST ELEVATION OF PROJECT SITE:PERCENT SLOPE VARIATION:TOPOGRAPHY CHANGES:VEGETATION:5001.00'0.20% TO 5.50%LANDSCAPING AREAS CONTAINING VARIOUS TREES, SHRUBS, AND MULCH.GRASS WITH VARIOUS TREES4997.00'SITE WILL MATCH EXISTING GRADES, LIMITED CUT/FILLLAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAILSOIL TYPE AND TEXTURE:SITE SOILS SUMMARYAVERAGE DEPTH OF TOPSOIL:AVERAGE DEPTH TO GROUNDWATER:FREE GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 10 FEET BSG INTEST BORINGS B-1 DURING THE TIME OF INVESTIGATIONNONE - EXISTING SITE IS PAVEDNOTE:·THE ABOVE SOILS INFORMATION IS FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES,CONSTRUCTION COSTS OR ESTIMATING.·INFORMATION WAS OBTAINED FROM "GEOTECHNICAL ENGINEERING INVESTIGATION" PREPARED BY SALEM ENGINEERINGGROUP, INC. DATED OCTOBER 25, 2019.SITE RAINFALL SUMMARYLAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAILDECMAYFEBJANMARAPRSEP JULJUNAUGOCTNOV0.400.401.592.062.432.171.71.601.331.150.760.50AVGERAGERAINFALLIN INCHESTHE TOTAL AVERAGE ANNUAL RAINFALL FOR THE PROJECT AREA IS: 16.10 INCHESTHE DESIGN RAIN EVENT FOR THE PROJECT IS: 5 YEAR, 24 HOUR RAIN EVENT: 2.48" PER NOAA ATLAS 14 PRECIPITATION FREQUENCY ESTIMATES FOR 4700 BOARDWALKDRIVE, FORT COLLINS, CO.7PERVIOUS AREA AT COMPLETION0.201.306IMPERVIOUS AREA AT COMPLETION1%-5% IN PAVED AREAS; 1%-12% IN LANDSCAPED AREASAVERAGE SLOPE:OFF-SITE RUN ON AREA B1.365.90OFF-SITE RUN ON AREA C0.180.78NOTES:1. OFF-SITE RUN-ON FLOW (CFS) FOR EACH AREA ABOVE IS CALCULATED BASED ON THE DESIGNSTORM PROVIDED IN THE RAINFALL SUMMARY TABLE USING THE RATIONAL METHOD AND5-YEAR STORM EVENT.2.OFF-SITE RUN-ON AREA A CONSISTS OF A PORTION OF THE ADAJACENT LOT TO THE NORTHBEING ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.3.OFF-SITE RUN-ON AREA B CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT ANDADJACENT LOT TO THE NORTH BEING ROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.4.OFF-SITE RUN-ON AREA C CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT BEINGROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.5.OFF-SITE RUN-ON AREA D CONSISTS OF A PORTION OF THE SAM'S CLUB PARKING LOT BEINGROUTED OVERLAND TO AN INLET IN THE ON-SITE AREA.THE BORING LOCATIONS WERE CHECKED FOR THE PRESENCE OFGROUNDWATER DURING AND AFTER THE DRILLING OPERATIONS. FREEGROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 10 FEET BSG INTEST BORINGS B-1 DURING THE TIME OF THE FIELD EXPLORATION. BASEDON REVIEW OF AVAILABLE GROUNDWATER DATA FROM STATE OFCOLORADO DIVISION OF WATER RESOURCES, WELL NAME SB00606901LOCATED WITHIN THE PROPERTY REPORTED A GROUNDWATER DEPTH OF13 FEET BSG IN MAY, 1977.IT SHOULD BE RECOGNIZED THAT WATER TABLE ELEVATIONS MAYFLUCTUATE WITH TIME, BEING DEPENDENT UPON SEASONALPRECIPITATION, IRRIGATION, LAND USE, LOCALIZED PUMPING, ANDCLIMATIC CONDITIONS AS WELL AS OTHER FACTORS. THEREFORE, WATERLEVEL OBSERVATIONS AT THE TIME OF THE FIELD INVESTIGATION MAYVARY FROM THOSE ENCOUNTERED DURING THE CONSTRUCTION PHASEOF THE PROJECT. THE EVALUATION OF SUCH FACTORS IS BEYOND THESCOPE OF THIS REPORT.PAVEMENT/LANDSCAPINGPAVEMENT/LANDSCAPINGPAVEMENT/LANDSCAPING1%4%1%4%OFF-SITE RUN ON AREA D0.271.17PAVEMENT/LANDSCAPING1%4%DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW4REV011:00 AM3/17/21SWMP INFORMATION SUMMARIES 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/17/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-DTJOB # 31493 DRAWING: 31493-SWMP-DT.dwg LAST SAVED BY: JOEPERKINS IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC. TEMPORARY DOUBLE GATE6'N.T.S.(2" TYP.)PAVINGENDURO SHADE CLOTH BY HENDEEENTERPRISES, INC. (OR EQUAL)TEL:1-800-231-7275TCF1PS ONE PEG STABILIZEROR TCF2PS TWO PEG STABILIZER(OR APPROVED EQUAL)CONTRACTOR TO PROVIDE BASEWEIGHT AS REQUIRED TO ENSUREFENCE WILL NOT MOVE OROVERTURN DUE TO WIND LOADS.TCF612 6'hx12'w PORTABLETEMPORARY CONSTRUCTIONFENCE PANEL(OR APPROVED EQUAL)8'CONTRACTOR TO PROVIDE TEMPORARYCONSTRUCTION FENCE PANELS ANDSTABILIZERS ALONG WITH ANY OTHERMATERIALS TO ADEQUATELYCONSTRUCT AND STABILIZE FENCE.REFERENCE ACADEMY FENCE COMPANYWEB SITE @ www.academyfence.comOR CALL 1-800-427-0854.8'LATCH WITH LOCK(TYP. ALL GATES)CFTEMPORARY FENCEN.T.S.(2" TYP.)PAVINGENDURO SHADE CLOTH BY HENDEEENTERPRISES, INC. (OR EQUAL)TEL:1-800-231-727512'6'TCF1PS ONE PEG STABILIZEROR TCF2PS TWO PEG STABILIZER(OR APPROVED EQUAL)CONTRACTOR TO PROVIDE BASEWEIGHT AS REQUIRED TO ENSUREFENCE WILL NOT MOVE OROVERTURN DUE TO WIND LOADS.TCF612 6'hx12'w PORTABLETEMPORARY CONSTRUCTIONFENCE PANEL(OR APPROVED EQUAL)CONTRACTOR TO PROVIDE TEMPORARYCONSTRUCTION FENCE PANELS ANDSTABILIZERS ALONG WITH ANY OTHERMATERIALS TO ADEQUATELYCONSTRUCT AND STABILIZE FENCE.REFERENCE ACADEMY FENCE COMPANYWEB SITE @ www.academyfence.comOR CALL 1-800-427-0854.CFCOPY OFWAL-MART NOICOPY OFWAL-MARTPERMITAUTHORIZATIONCOPY OFWAL-MARTCONSTRUCTIONSITE NOTICESWMP INFORMATIONDETAILED DESCRIPTION OF THE LOCATION OF THE SWMPDOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.4' (MINIMUM)4' (MINIMUM)3' (MINIMUM)SIGN TO BE CONSTRUCTED OF A RIGIDMATERIAL, SUCH AS PLYWOOD OROUTDOOR SIGN BOARD. SIGN MUSTBE CONSTRUCTED IN A MANNER TOPROTECT DOCUMENTS FROMDAMAGE DUE TO WEATHER (WIND,SUN, MOISTURE, ETC.)."SWMP INFORMATION" MUST BEDISPLAYED PROMINENTLY ACROSSTHE TOP OF THE SIGN, AS SHOWN INTHE DETAIL.SISLAST REVISED:JUNE 2012WAL-MARTSTANDARDDETAILSWMP INFORMATION SIGNN.T.S.3' (MINIMUM)NOTES:1.THE SWMP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THESITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE ATRAFFIC SAFETY HAZARD.2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION ANDUNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT.3.ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLEWATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY.4.CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN ASREQUIRED BY THE GOVERNING AGENCIES.5.SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSESSHALL BE POSTED ON THE SWMP SIGN.6.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.7.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWMP INFORMATION SIGN. IP5INLET PROTECTION FILTER SACKWALMARTSTANDARDDETAILLAST REVISED:APRIL 30, 2011GEOTEXTILE BAGOVERFLOW HOLESLOOPS SIZED FOR 1" REBAR.USE REBAR FOR A HANDLE TOEMPTY FILTER SACK AT ASEDIMENT COLLECTIONLOCATION.LOOPS SIZED FORRECTANGULAR BAR 2"X1/4".LIFT FILTER BAG FROM INLETUSING RECTANGULAR BAR FORHANDLES.2"X2"X3/4" RUBBERBLOCK (TYP)(FILTER SACK INSTALLED)GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1FRAME TO HOLDFILTER BAG IN PLACE1/4" BRIGHTLYCOLORED NYLONROPE EXPANSIONRESTRAINTISOMETRIC VIEWSECTION VIEWFOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE EXPECTED TOBE VERY LOW. FILTER SACK MUST HAVE OVERFLOW HOLES TO PREVENTPONDING.SECURE RECTANGULAR BAR TO OR UNDERSURROUNDING SURFACE.1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTFINISHGRADEN.T.S.NOTES:1.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THESPECIFICATIONS TABLE.2.PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.3.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.4.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES.5.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.DHMAINTENANCE NOTES:1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCHBASIN. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGERBE SEEN.2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGINIMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THEEND OF THE FOLLOWING BUSINESS DAY.3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATESTHAT MAY CAUSE DOWNSTREAM FLOODING.4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACTDOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NOUNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING OR DETERIORATION.INLET GRATEBIG RED MAINTENANCE AND INSTALLATION NOTES1.BIG REDS SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HASACCUMULATED TO ONE-THIRD THE HEIGHT OF THE BIG RED. MAINTENANCE CLEANOUT MUST BECONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ON-THIRD THEHEIGHT OF THE BIG RED.2.SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF BIG RED HAS OCCURREDAND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS.3.IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF BIG RED, THE CONTRACTOR SHOULDIMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS (PENDING CECAPPROVAL) TO PREVENT EXCESSIVE BUILDUP ON BIG RED.4.BIG REDS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.5.A 12" OVERLAP (MIN.) SHALL BE PROVIDED WHERE BIG REDS ADJOIN EACH NEW BIG RED.BR1 FOOT OVERLAP(MIN)BIG REDENSURE THERE ARE NOGAPS BETWEEN BIG REDSECTIONSBIG REDOVERLAP/JOINT DETAILFL O W CONSTRUCTION EXITCEN.T.S.INTERSECTING ROADHARD SURFACE2 0 ' M I N IMUM AA100' MIN.SECTION A-APLAN VIEWEDGE OF EXISTING PAVEMENT25' MINIMUMEXISTING PAVEMENT, 6" CONCRETEPAVEMENT, OR 4" ASPHALT PAVEMENT20'20'℄℄EXISTING PAVEMENT, 6" CONCRETEPAVEMENT, OR 4" ASPHALT PAVEMENT10" MIN. DEPTH2"-3" CLEAN STONELAST REVISED:JUNE 2012WAL-MARTMODIFIEDDETAILMARIFI 500XGEOTEXTILE FABRICFOR SEPARATION95% STANDARD PROCTORCOMPACTED SUBGRADE(ASTM D698)MARIFI 140NGEOTEXTILE FABRIC FORDRAINAGE AND FILTRATION6" CRUSHEDSTONE BASE2% MIN.2% MIN.VARIESVARIES10" MIN. DEPTH2"-3" CLEAN STONEMARIFI 140NGEOTEXTILE FABRIC FORDRAINAGE AND FILTRATION6" CRUSHEDSTONE BASEMARIFI 500XGEOTEXTILE FABRICFOR SEPARATION95% STANDARD PROCTORCOMPACTED SUBGRADE(ASTM D698)NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS TO ELIMINATETRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR CONTINUAL STREET SWEEPING ISNOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVINGDUST AND MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT SHOULDTRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, ORDISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENTRELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENTREPORT.NOTES:1.ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF ANY LOCATIONS OTHER THAN THECONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE.2.CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TOPREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT.3.PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. SEDIMENT TRAP SHALL BE LOCATED OUTSIDE OF THERIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION.4.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST ORMUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OROTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY DISCHARGED OFF-SITE.5.LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING BEYOND THE PERMITTEDPROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BEREMOVED IMMEDIATELY.6.ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY (AND WITHIN THE SAME DAY AS DISCOVERY) AND DISPOSED OF INAN APPROPRIATE MANNER. SEDIMENT SHALL NOT BE WASHED INTO STORM SEWER SYSTEMS. SOURCE BOXPROVIDE CULVERT AS REQUIRED TOCARRY DITCH FLOW. SEE SITE MAPSFOR PIPE LOCATION, TYPE, SIZE, ANDSLOPE.DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW5REV06:35 PM3/29/21SWMP DETAIL SHEET 1 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/29/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-DTJOB # 31493 DRAWING: 31493-SWMP-DT.dwg LAST SAVED BY: JOEPERKINS IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC. DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW6REV06:35 PM3/29/21SWMP DETAIL SHEET 2 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/29/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-DTJOB # 31493 DRAWING: 31493-SWMP-DT.dwg LAST SAVED BY: JOEPERKINS NOTES:1.VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATERDISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONSREQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS TABLE BELOW. GCMUST COMPLETE COLUMNS 3 AND 4.2.GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMINGDEWATERING ACTIVITIES.3.DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTIONPREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT TRAP OR SEDIMENT BASIN,AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NOCIRCUMSTANCES ARE DISCHARGES FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS,STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWERSYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGESFROM DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THEDISCHARGE RUNOFF.4.IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THECONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE THE WATER AT THE SURFACE.5.DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY.6.DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ONCASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL.DWWALMARTSTANDARDDETAILDEWATERINGGOVERNING AGENCYPERMIT NAME/TYPEPERMIT NO.(GC TO COMPLETE)DATE PERMIT WASISSUED BY AGENCY(GC TO COMPLETE)REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS1234LAST REVISED:JUNE 2012NOTES:1.ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE ORUNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON-SITE FORTOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OFTOPSOIL AT AN OFF-SITE LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BEAUTHORIZED BY THE CEC).2.ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE MUST BEPROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. SUITABLEALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS.3.PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH STORMWATER,INCLUDING RUN-ON.4.STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE FROMSTORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.5.STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.SPWALMARTSTANDARDDETAILSTOCKPILESLAST REVISED:JUNE 2012NOTES:1.LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP ANDCARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOILADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER.2.WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUSTGENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURERRECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLYSWMP-SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWMP MUSTBE APPROVED, IN WRITING, BY THE CEC.3.DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATEDUST CONTROL REGULATIONS.4.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.5.IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OROTHER PARTICLES FROM OCCURRING.DCWALMARTSTANDARDDETAILDUST CONTROLLAST REVISED:JUNE 2012NOTES:1.USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES DISCHARGES FROMTHE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS DUST CONTROL, VEGETATIVEESTABLISHMENT, ETC.2.CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION PURPOSES DOES NOTDISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING PROCEDURES STATED IN THE DEWATERING DETAILMUST BE FOLLOWED.3.GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS AND TO FOSTERVEGETATION GROWTH.WALMARTSTANDARDDETAILLAST REVISED:JUNE 2012INLET PROTECTIONIPNOTES:1.STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS.2.TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.3.TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.4.CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.5.CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL TIMES.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILNOTES:1.THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FORCONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED,SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARYCONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLEREGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, ANDCOMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OFCONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM ANTICIPATED TIMESUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THEPRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THEAGGREGATE, WHICHEVER IS LARGER.2.THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT. FUELSTORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE EXTINGUISHERS, ETC.HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKINGCONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGEFEATURES. THE LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS.3.A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGECAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE.4.CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGECAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OILPOLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, (40 CFR 112).LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILTEMPORARY PARKINGTPLAST REVISED:JUNE 2013WALMARTSTANDARDDETAILLAST REVISED:JUNE 2013WALMARTSTANDARDDETAILNOTES:1.THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL MASONRY TOOLS,MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, AND EQUIPMENT SHALL BE LOCATEDWITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OFEACH WORK DAY; SUCH MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE.2.RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED TOPREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. COVERED RECEPTACLES FOR DEBRIS ANDTRASH DISPOSAL SHALL ALSO BE PROVIDED.3.THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE EQUIPMENT (PPE),FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNETRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OFTHE MASONS' AREA SHALL BE SHOWN ON THE SITE MAPS.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILNOTES:1.MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS SHALLEVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THEPOTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALSMUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BECONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCALREGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.2.CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPTDURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFFCONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLIDWASTE AND CHEMICAL DISPOSAL FACILITY.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILNOTES:1.PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS.2.COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY.3.PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH STATION WHENNEEDED.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILNOTES:1.ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEMREGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, CHANNELS, SWALES, OR PERMITTED LIMITS OFDISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETSMUST BE SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BERESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES SHALL BE SHOWN ON THESITE MAPS.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILFUEL AND PETROLEUMFPSUSTORAGE AND USEMASONS' AREAMACWCEMENT AND CONCRETE WASHOUTMATERIAL LAYDOWNAND STORAGE AREAPSWPAINT AND STUCCO WASHOUTSANITARY FACILITIESSAFNOTES:1.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANSNECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCESSHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITHTHE REGULATIONS.2.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALLSOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACEDIN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTODRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHENTHOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALLBE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STOREDIN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ONTHE SITE MAPS.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILSWDSOLID WASTE DISPOSALNOTES:1.THIS SECTION INCLUDES THE CONTROLS OF POLLUTANTS OTHER THAN SEDIMENT AND ADDITIONAL REQUIREMENTS OF THEGENERAL PERMIT.2.NO ADDITIONAL POLLUTANT CONTROLS ARE ANTICIPATED FOR THIS PROJECT.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILOPCOTHER POLLUTANT CONTROLSNOTES:1.CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES.2.HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED ACCESS.3.HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS.4.HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.HWDHAZARDOUS WASTE DISPOSALNOTES:1.CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY-MIX TRUCKS, MASONRY OPERATIONS, ANDSIMILAR WASTE.2.NO LOCAL AND/OR STATE REQUIREMENTS PROHIBIT THE USE OF CONCRETE WASHOUT-OUT PITS.3.DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED AT THECONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS AREALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BELOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES ANDIMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELYMANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OREXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORMEVENT.4.ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETEPRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS,AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BESHOWN ON THE SITE MAPS.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILMLSIDIRRIGATION OR DISPERSIONN/AN/AN/AN/ANOTES:1.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OR SWEEPING (IF LOCATED ON PAVEMENT) OF THE TEMPORARY PARKING AREAAS CONDITIONS DEMAND IN ORDER TO PREVENT TRACK OUT OF SEDIMENT.IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC. DATE Engineering Associates, Inc.REVISIONSDRWDESPMDPORINITIAL DESIGNSW7REV06:35 PM3/29/21SWMP DETAIL SHEET 3 4700 BOARDWALK DRIVE COLORADOFORT COLLINS FAX: (559) 447-3129 (559) 447-3119 Fresno, CA 93711 710 W. Pinedale Ave.JAPJAPJPDJDG3/29/21SAM'S CLUB FUEL STATION #6633-212 3149331493-SWMP-DTJOB # 31493 DRAWING: 31493-SWMP-DT.dwg LAST SAVED BY: JOEPERKINS NOTES:1.THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GC ANDSUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTEDBY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR WETLAND, ANDSHALL OCCUR IN AREAS LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLEMAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIALMANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET.2.USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, PAVEMENTSURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.LAST REVISED:JUNE 2013WALMARTSTANDARDDETAILEQUIPMENT AND VEHICLEEMACLEANING AND MAINTENANCE AREASLAST REVISED:JUNE 2012WALMARTSTANDARDDETAILNOTES:1.CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED.2.SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. SEED AND MULCH PER THECONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL GRADE ISREACHED.3.THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR PAVEMENT, OTHERLANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A MINIMUM OF 80 PERCENT DENSITY OVER THEENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE WITH THE GENERAL PERMIT REQUIREMENTS.4.5.VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS REQUIREMENT.6.THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED STABILIZED. AREASPROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE GENERAL PERMITREQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED.7.RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MEASURES MAY BEEMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN AND GOVERNING AUTHORITY APPROVAL.8.ALL VEGETATED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED.SVRN.T.S.N.T.S.LAST REVISED:JUNE 2012WALMARTSTANDARDDETAILSEEDING/VEGETATION REQUIREMENTSNOTES:1.PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVEMENT, BUILDINGSTRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION.2.THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL GRADE. FORTHOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 14 DAYS, THE CONTRACTOR SHOULD INITIATETEMPORARY STABILIZATION PER THE TEMPORARY SEEDING OR STABILIZATION DETAIL.3.THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHERREQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATIONOF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED.4.SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER SOILPREPARATION.5.AT THE COMPLETION OF GROUND-DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER MEETINGVEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BYHARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.).6.SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION CONTROL PRODUCT. STRAWMULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED EROSION CONTROL PRODUCTS MUST BEINSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED INFLOW CONVEYANCES.7.ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS. SEE 02900 SPECIFICATION FORINSTRUCTION ON PROPER SEEDING REQUIREMENTS.8.FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION WITH AUNIFORM DENSITY GREATER THAN 80 PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE COVER. THIS AREA ISEXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE ABUILDING OR OTHER PERMANENT STRUCTURE ON THEM.PSN.T.S.PERMANENT SEEDING, SOD, OR MULCHINGTSN.T.S.N.T.S.LAST REVISED:JUNE 2012WALMARTSTANDARDDETAILTEMPORARY SEEDING OR STABILIZATIONNOTES:1.THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING,GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE,OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS.2.THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANYOTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYSFROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL NON-VEGETATED MEASURES, IF UTILIZED.3.ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAINVARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING APPLICATIONS,AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE FORM OF MULCH ANCHORING TO MINIMIZE MOVEMENT OF MULCHBY WIND OR WATER.4.ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION (WITHOUT SEEDING), MAY BEUTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER MONTHS).5.IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR, REGARDLESS OFWEATHER/TEMPERATURE/SITE CONDITIONS.6.ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY MULCH, WOODCELLULOSE FIBER MULCH, SPRAY-ON SOIL GLUES/BINDERS, AND ROLLED EROSION CONTROL PRODUCTS.7.ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE EROSION CONTROLTECHNOLOGY COUNCIL (ECTC) PLUS ANY STATE OR AGENCY-SPECIFIC REQUIREMENTS. EVIDENCE OF QDOR(TM) APPROVALSHALL ACCOMPANY THE PRODUCT SHIPPED TO THE JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCYINSPECTOR.8.ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATES) AND VEGETATED AREAS NOT MEETINGREQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED DAILY. RILING, RUTTING AND OTHER SIGNSOF EROSION INDICATE THE SPECIFIED EROSION CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/ORADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED.9.ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED AND ANCHORED IN ACCORDANCE WITH MANUFACTURERSPECIFICATIONS. NORTH AMERICAN GREEN S150 IS RECOMMENDED ON ALL SLOPES GREATER THAN 3:1 AND WITHINTEMPORARY EROSION BMPs SUCH AS DIVERSION DIKES, DIVERSION CHANNELS, SEDIMENT TRAPS, SEDIMENT BASINS, ETC.10.GC TO IMPLEMENT TEMPORARY STABILIZATION AS FOLLOWS: 1) BROADCAST SEED OVER DISTURBED AREA, 2) INSTALL NORTHAMERICAN GREEN S150 PER MANUFACTURER INSTRUCTIONS, AND 3) WATER AREA IN ACCORDANCE WITH THE 02900SPECIFICATION IN ORDER TO GERMINATE AND ESTABLISH VEGETATION.11.TEMPORARY SEED MIX SHALL BE SELECTED BASED ON BELOW CHART:MARCH 15 - AUGUST 31100% HULLED COMMON BERMUDA5LBSDATE RANGESTABILIZATION TECHNIQUESEED WEIGHT / 1,000 SFSEPTEMBER 1 - MARCH 14100% ANNUAL RYE GRASS5LBSIMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC. FORT COLLINS, COEXISTING HPS LUMINARIES ONLYUNVERIFIED MOUNTING HEIGHTSTARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATIONPhillip Bejarano - SLDP June'11 EXISTING AND RELOCATED POLE LOCATIONS Engineering Associates, Inc.SAM'S CLUBLuminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens BUG Rating 24 A SINGLE 0.864 CRUS-SC-LED-LW-CW MTD @ 15'87.9 10871 B3-U0-G1 3 (E) D BACK-BACK 0.700 (E) (2) 400S ON (E) POLE 936 59864 B5-U0-G3 2 (E) S SINGLE 0.700 (E) 400S ON (E) POLE 468 29932 B5-U0-G3 Calculation Summary Illuminance Foot-candles Label Avg Max Min Max/Min Fuel Station 5.38 8.97 1.53 5.86 Limited 3.42 5.02 1.25 4.02 Main parking 3.99 6.21 1.48 4.20 AA A A AA A A AA A A AA A A AA A A AA A A (E) D (E) D (E) S (E) S (E) D 2.58 3.71 5.03 5.79 6.63 7.14 7.25 6.94 6.30 5.66 4.25 3.02 3.64 5.83 7.54 8.52 8.78 8.97 8.89 7.59 5.52 3.44 6.50 4.55 6.36 7.82 8.45 8.37 7.16 5.59 5.61 2.54 3.99 5.00 5.23 5.33 5.61 6.04 6.48 6.27 5.22 4.10 1.53 2.21 2.79 3.06 2.83 3.08 4.00 4.31 4.42 4.05 3.74 1.33 1.96 2.57 3.01 2.83 3.06 3.87 4.29 4.35 3.83 3.39 1.35 2.07 2.93 3.21 3.60 3.55 3.89 4.35 4.54 4.49 3.92 3.13 1.36 2.33 3.10 3.99 4.14 4.09 4.30 4.68 5.01 4.35 3.67 2.72 1.35 2.17 3.24 4.02 4.45 4.89 5.02 4.84 4.64 4.12 3.11 2.24 1.26 2.03 3.14 3.81 4.70 3.99 4.09 4.92 4.19 3.61 2.53 1.76 1.25 2.01 3.10 3.81 4.65 4.30 4.35 4.77 4.02 3.35 2.29 1.52 4.43 3.97 3.05 2.34 1.75 1.48 1.50 1.83 2.24 2.41 2.52 2.29 4.65 4.46 3.64 3.08 2.54 2.22 2.22 2.62 2.89 3.22 3.02 2.88 4.89 4.80 4.56 4.11 3.38 3.02 3.04 3.39 3.87 3.95 3.59 3.48 4.55 4.85 5.02 4.67 4.55 4.21 4.22 4.62 4.59 4.61 4.16 3.65 3.87 4.55 4.79 5.16 4.92 4.78 4.83 5.13 5.40 5.02 4.34 3.74 3.00 3.71 4.48 5.02 5.39 5.81 5.95 5.78 5.58 5.21 4.29 3.37 2.42 3.28 4.40 5.00 5.81 4.48 4.62 6.21 5.70 5.14 4.10 3.21 DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT. VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING. NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BE RELOCATE TWO (E) D TO NEW LOCATIONS INDICATED. RECOMMEND ALLOWING MIN VALUES BELOW REQUIRED LEVELS AS-IS. CAN BE CORRECTED UNDER FUTURE LED UPGRADE OF SITE LIGHTING. E Fuel Station Limited Main parking Fuel Station PHOTOMETRIC PLAN FORT COLLINS, COEXISTING HPS LUMINARIES ONLYUNVERIFIED MOUNTING HEIGHTSTARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATIONPhillip Bejarano - SLDP June'11 EXISTING AND RELOCATED POLE LOCATIONS Engineering Associates, Inc.SITE PLANSAM'S CLUBLuminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens BUG Rating 24 A SINGLE 0.864 CRUS-SC-LED-LW-CW MTD @ 15'87.9 10871 B3-U0-G1 3 (E) D BACK-BACK 0.700 (E) (2) 400S ON (E) POLE 936 59864 B5-U0-G3 2 (E) S SINGLE 0.700 (E) 400S ON (E) POLE 468 29932 B5-U0-G3 (E) D (E) D DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT. VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING. NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BE RELOCATE TWO (E) D TO NEW LOCATIONS INDICATED. E Date Date Date Description Description Description By By By REVISIONS 532 West 66th Street, Loveland, Colorado 80538 PLS Corporation CLIENT Party Chief Print Date Field Date PLS PM ST Phone: 970.669.2100 - Info@plscorporation.com TITLE PROJECT NO.SHEET NO.NO. OF SHEETS P:\Project\2019\19096\dwg\19096.dwg December 04, 2019 - 2:23pm NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. December 04, 2019 ADS November 5, 2019 MBS MBS MDG/ADS CEI Engineering Associates, Inc HARMONY MARKET P.U.D., FIRST FILING, Lot 1 Topographic Survey Plat Section 1, Township 6 North, Range 68 West, 6th P .M., Larimer County, Colorado 19096.001 1 2 LEGAL DESCRIPTION - based on title work: A portion of Lot 1, Harmony Market P.U.D., First Filing, in the City of Fort Collins, County of Larimer, State of Colorado. TITLE COMMITMENT NOTES: PLS Corporation relied upon Commitment Number: 19000033022, Commitment Date: May 28, 2019 at 5:30 p.m., provided by Stewart Title Guaranty Company. SCHEDULE B-1: PLS Corporation did not address or research these Items. SCHEDULE B- SECTION 2 EXCEPTIONS: Items 1-9: PLS Corporation did not address or research these Items. 10.Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges, assessments and liens provided in the Covenants, Conditions and Restrictions recorded April 20, 1977 Book 1763 at Page 510, but omitting any covenant, condition or restriction, if any, based on race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that the covenant, condition or restriction (a)is exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not discriminate against handicapped persons. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 11.All matters as shown on the plat of Harmony Market P.U.D., First Filing, recorded May 31, 1989 at Reception No. 89023900. APPLIES, SHOWN HEREON 12.Notice of Planning and Zoning Board of the City of Fort Collins recorded May 31, 1989 at Reception No. 89023901. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 13.Site and Landscape Covenants recorded May 31, 1989 at Reception No. 89023902. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 14.Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges, assessments and liens provided in the Declaration of Establishment of Protective Covenants, Conditions and Restrictions and Grants of Easements recorded June 1, 1989 at Reception No. 89024111, First Amendment recorded December 11, 1990 at Reception No. 90056719 and Second Amendment recorded January 22, 1991 at Reception No. 91002702, but omitting any covenant, condition or restriction, if any, based on race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that the covenant, condition or restriction (a) is exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not discriminate against handicapped persons. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 15.Terms, provisions, options, rights of first refusal, covenants, conditions, restrictions, easements, charges, assessments and liens provided in the Amended and Restated Declaration of Establishment of Protective Covenants, Conditions and Restrictions and Grants of Easements recorded December 7, 1992 at Reception No. 92078372, but omitting any covenant, condition or restriction, if any, based on race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that the covenant, condition or restriction (a) is exempt under Title 42 of the United States Code, or (b) relates to handicap, but does not discriminate against handicapped persons. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 16.Terms and conditions of a revocable license granted by Oak Farm, Inc. to Pace Membership Warehouse, Inc. recorded June 1, 1989 at Reception No. 89024112. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 17.Harmony Road Landscape Buffer Agreement recorded June 1, 1989 at Reception No. 89024113. Affidavit recorded September 4, 1990 at Reception No. 90039979. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 18.Terms and provisions of the lease from Benenson Capital Company, a New York general partnership, lessor, to Pace Membership Warehouse, Inc., a Colorado corporation, lessee, a memorandum of which is recorded February 1, 1990 at Reception No. 90004725. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 19.Deed of Trust and Security Agreement dated October 17, 2000, executed by Benenson Boardwalk Ft Collins Co, LLC, a Delaware limited liability company, to the Public Trustee, to secure an indebtedness of $3,875,000.00 in favor of Royal Indemnity Company, a Delaware corporation, recorded October 23, 2000 at Reception No. 2000072608. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 20.Absolute Assignment of Rents and Leases recorded October 23, 2000 at Reception No. 2000072609. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY 21.Financing Statement from Benenson Boardwalk Ft Collins Co, LLC, debtor, to Royal Indemnity Company, secured party, recorded November 13, 2000 at Reception No. 2000077666. APPLIES, UNPLOTTABLE, ENCOMPASSES ENTIRE PROPERTY TABLE A ITEMS: 1.Monuments placed or found: as shown hereon. Not Applicable 2.Address:4700 Boardwalk Drive Fort Collins, CO 80525 (per assessors) 3.Flood zone classification: Zone X (area of minimal flood hazard) Flood Insurance Rate Map 08069C1000F, dated Dec. 19, 2006 4.Gross land area: Not Applicable 5.Vertical relief: as shown hereon source of information: NGS OPUS solution contour interval: 1' minor, 5' major datum: NAVD 88 7(a).Exterior dimensions of all buildings at ground level: there are no buildings in the surveyed area. 7(b).Square footage of exterior footprint of all buildings at ground level: there are no buildings in the surveyed area. 7(c).Measured Height of all buildings above grade at a specified location: there are no buildings in the surveyed area. 8.Substantial features observed in the process of conducting the fieldwork: as shown hereon. 9.Number and type of clearly identifiable parking spaces on surface parking areas, lots and in parking structures:139 regular spaces on the surveyed area (not counting the 4 spaces covered by cart returns). 10.As designated by the client, a determination of the relationship and location of certain division or party walls with respect to adjoining properties: there are no buildings in the surveyed area. 11.Location of utilities existing on or serving the surveyed property as determined by markings requested by the surveyor: as shown hereon. 13. Names of adjoining owners according to current tax records: as shown hereon. 15.Rectified orthophotography, photometric mapping, remote sensing, airborn/mobile laser scanning and other similar products: declined by client. 16.Evidence of recent earth moving work, building construction, or building additions observed in the process of conducting the fieldwork: None. 17.Proposed changes in street right-of-way lines or evidence of recent street or sidewalk construction or repair: None. 18.If there has been a field delineation of wetlands conducted by a qualified specialist: no wetlands determinations were made this date. 19.Include any plottable offsite easements or servitudes disclosed in documents: as shown hereon. 20.Professional Liability Insurance policy obtained by the surveyor in the minimum amount of $ to be in effect throughout the contract term: satisfied. 21.The surveyor shall graphically depict and give the recording information for any easements identified in the title commitment or Ownership and Encumbrance Report of which the Surveyor has knowledge, even if it does not appear in the title commitment or Ownership Encumbrance Report: as shown hereon. NOTES: 1.This is not an ALTA/NSPS Land Title Survey. 2.No improvements, other than those shown, were located this date. 3.No offsite improvements, other than those shown, were located this date. 4.Elevations are based on NAVD 88 derived from a GPS OPUS solution. 5.Distances shown are in U.S. Survey Feet. SURVEYOR'S STATEMENT I, M. Bryan Short, a duly registered Professional Land Surveyor in the State of Colorado, do hereby state that this Topographic Survey Plat truly and correctly represents the results of a topographic survey made by me under my direction. Topographic Survey Plat Dec. 4, 2019 ADS added trees wwMB stop sign stop signstop sign stop sign stop sign stop sign stop sign stop sign metal chase covered cart return covered cart return storm grate rim = 4996.62' 18" RCP inv. (S) = 4994.40' speed bump outback curbside pickup sign concrete sidewalk concrete asphalt asphalt asphaltconcrete sidewalkconcrete sidewalk concrete sidewalk concrete sidewalk yield to pedestrian sign approximate boundary of Lot 1 20' AUE ADE ADE ADE 10' AUEw MB MB TV storm grate rim = 4996.35' 18" RCP inv. in (N) = 4993.95' 18" RCP inv. out (W) = 4993.84' covered cart return large snow pile at time of survey stop sign concrete sidewalk stop sign stop sign stop sign stop sign stop signstop signstop sign trash enclosure pillars planters concrete sidewalk concrete s i d e w a l k 5006 5005 50045003 500350025001 500049994998 49974995499649974998499950005001500250005001500250035004500550045003 5002 5001 5000 4999 4998 4997 4 9 9 7 building building 15" 3" 14 10" 14" 6" 14" 12"12" 12"12" 10"10" 10"10" 15" 14" 15" 15" 18" 9" 4" 14" 18" 12" 15" 14" 10" 12"10"10"12" 12" 14"10"12"14" 15"14" 12" 12" 12" 12" 12" 12" 10"12"10" 10" 12" 15" 12" 15" 15" 15" 18" 14" 12" 14" 10" 10" 14" 12" 10" 12" 10" 14" 14"10" 10" 12" Date Date Date Description Description Description By By By REVISIONS 532 West 66th Street, Loveland, Colorado 80538 PLS Corporation CLIENT Party Chief Print Date Field Date PLS PM ST Phone: 970.669.2100 - Info@plscorporation.com TITLE PROJECT NO.SHEET NO.NO. OF SHEETS P:\Project\2019\19096\dwg\19096.dwg December 04, 2019 - 2:23pm NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. December 04, 2019 ADS November 5, 2019 MBS MBS MDG CEI Engineering Associates, Inc HARMONY MARKET P.U.D., FIRST FILING, Lot 1 Topographic Survey Plat Section 1, Township 6 North, Range 68 West, 6th P .M., Larimer County, Colorado 19096.001 2 2 Scale 1 inch = 20 feet 0 40201020 w ADE NOTES: 1.This is not an ALTA/NSPS Land Title Survey. 2.No improvements, other than those shown, were located this date. 3.No offsite improvements, other than those shown, were located this date. 4.Elevations are based on NAVD 88 derived from a GPS OPUS solution. 5.Distances shown are in U.S. Survey Feet. sign water valve water meter light pole underground electric line underground water line access and drainage easement access and utility easement LEGEND: AUE telecommunications pedestal cable TV pedestalTV Topographic Survey Plat sanitary sewer manhole sanitary sewer clean-out underground storm line deciduous tree (sizes shown hereon) Dec. 4, 2019 ADS added trees