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ON !3_Lda N N O s3132��J SN0110*3d``NI 5N01l�OX3 Q9,LON 011J3f�3��s ,oUdd"` adoid ueiziiii - 'S}uauJano.IdLui aboulcup alis pun sap!I!;n '6UTAod 5uipnlout SjuaulanoJdwj uoiSiAipgnS ;o uoijonjl suo0 �joM jo a ooS aamain DID(] SIC C4unoo plai�aoo }au'oilgndb :ao.InoS dew APioin amc] 00� 11 I, ■, GENERAL ROAD NOTES: 1. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR TOP OF CUT SLOPES, AND 20' EITHER SIDE OF THE CENTERLINE OF UTILITY INSTALLATIONS, BUT NOT BEYOND FENCE LINE OR RIGHT-OF-WAY LINES. PROJECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS OR MATERIAL OR TOPSOIL STOCKPILE AREAS. RESPECT ALL TREE/VEGETATION PRESERVATION ZONES (PER SPECS). 2. TRAFFIC CONTROL REQUIREMENTS: 2.1. MAINTAIN ACCESS TO OTHER STRUCTURES AT ALL TIMES. TEMPORARY CLOSURE ALLOWED FOR UTILITY WORK -- PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 2.2. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNAGE AND BARRICADES AS NECESSARY TO PROTECT PUBLIC AND WORK SITE. 2.3. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WITH JURISDICTION OVER ADJACENT ROADS. 2.4. COORDINATE ALL TRAFFIC CONTROL AND WORK WITH THE CITY OF RIFLE PUBLIC WORKS DEPARTMENT. SUBMIT MUTCD TO PUBLIC WORKS PRIOR TO CONSTRUCTION, 3. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. 4. PRIME COAT NOT REQUIRED UNLESS INDICATED ON DRAWINGS. PREPARED BASE COURSES SHALL BE PRIMED AT CONTRACTOR'S EXPENSE IF THE SURFACE HAS DETERIORATED DUE TO TRAFFIC, WEATHER OR TIME LAPSE BETWEEN SURFACE PREPARATION AND PLACEMENT OF BITUMINOUS MATERIALS, SUCH THAT, IN THE OPINION OF THE ENGINEER, USE OF PRIME COAT IS REQUIRED. APPLICATION RATE SHALL BE 0.3 GALS/SQ.YD. 5. IF TACK COATS ARE REQUIRED, DILUTED EMULSIFIED ASPHALT OR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED AND 1 PART WATER. RATES OF APPLICATION SHALL BE DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. APPROXIMATE RATE SHALL BE 0.1 GALS./SQ.YD. 6. THE FOLLOWING SHALL BE USED WITH EACH BITUMINOUS PAVER: 6.1. A SKI -TYPE DEVICE AT LEAST 30 FEET IN LENGTH. 6.2. SHORT SKI OR SHOE. 7. PAVEMENT MARKING TO INCLUDE THE FOLLOWING: 7.1. PARKING STALLS, SINGLE WHITE LINE, 7.2. HANDICAP SYMBOLS. 7.3. CENTERLINE OF ACCESS ROAD -DOUBLE LE YELLOW LINES. 8. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE SITE SUBSOIL STUDY. CONTRACTOR TO NOTE REQUIREMENTS FOR EXCAVATION, BACKFILL AND SUPPORT MATERIALS. REFERENCED GEOTECHNICAL INVESTIGATION PERFORMED BY DATED 4/05/2022 FOR ECO DWELLINGS. 9. SLOPE ASPHALT CONCRETE AND SOILS AWAY FROM BUILDING AS SHOWN NON PLANS AND FOLLOWING GEOTECHNICAL RECOMMENDATIONS. BUILDINGS / FOOTPRINTS SHOWN ARE PRELIMINARY FOR THE PURPOSES OF SUBDIVISION PLANNING. 10. SOURCE OF MAPPING: EXISTING FIELD CONDITIONS WERE UPDATED BY A SURVEY PERFORMED BY _ IN 2022. SEE EXISTING CONDITIONS MAP. 11. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS NECESSARY BY CLEANING, SWEEPING AND SPRINKLING WITH WATER OR OTHER MEANS AS NECESSARY. THE CONTRACTOR SHALL HAVE TWENTY-FOUR (24) HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL TO REMOVE SUCH DEPOSIT. IN THE EVENT THAT THE EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL IS NOT REMOVED, THE ENGINEER SHALL CAUSE SUCH REMOVAL AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND. DUST CONTROL WILL ONLY BE REQUIRED IF ADJACENT PROPERTY OWNERS ARE ADVERSELY AFFECTED OR IF DUST ADVERSELY AFFECTS MAINTENANCE OF TRAFFIC DURING THE PROJECT SUCH THAT, IN THE OPINION OF ENGINEER, A WATERING PROGRAM IS APPROPRIATE. IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. 12. CONTRACTOR SHALL OBTAIN FROM THE CIVIL ENGINEER A PLAN SET MARKED "FOR CONSTRUCTION" PRIOR TO COMMENCING ANY WORK. SHALLOW UTILITY NOTES: 1. EXISTING UTILITY LOCATIONS ARE A COMBINATION OF SURVEYED FIELD LOCATIONS, OBSERVATIONS, AND EXISTING MAPPING. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 2. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH RESPECTIVE UTILITY COMPANY REQUIREMENTS. 3. SHALLOW UTILITIES SHOWN ON THE PLANS ARE SHOWN AS DESIGN LOCATIONS. FIELD CONDITIONS MAY REQUIRE MINOR UTILITY ADJUSTMENTS. 4. PROVIDE CONDUIT SIZE AND TYPE PER LOCAL UTILITY PROVIDER, 5. PROVIDE CONDUIT STUB A MINIMUM OF 6" ABOVE FINAL GRADE AT LOCATIONS DESIGNATED FOR PEDESTAL INSTALLATION AND CAP. 6. DUCT TAPE EACH UTILITY CONDUIT GROUPING (I.E. TELEPHONE, CABLE, ELEC.) TOGETHER ABOVE GRADE AND LABEL. 7. PROVIDE PULL STRING IN EACH CONDUIT. 8. TRANSITION CONDUIT FROM TYPICAL UTILITY TRENCH SPACING TO PROVIDE SEPARATION FROM VERTICAL APPURTENANCES OF DEEPER UTILITIES. 9. GAS UTILITY WILL INSTALL GAS PIPING. 10. GAS- OWNER PROVIDED TRENCH REQUIREMENTS AND FINAL METER LOCATIONS - XCEL ENERGY: GAS LINE TRENCH SHALL BE EXCLUSIVE TO XCEL, AND SHALL BE LOCATED SO THAT GAS MAIN AND SERVICES ARE A MINIMUM OF 5 FEET FROM ALL ELECTRICAL LINES. 11. GAS MAIN SHALL HAVE A MINIMUM OF 36" OF APPROVED BACK -FILL OR COVER. 12. GAS- WIDTH OF TRENCH SHALL NOT BE LESS THAN (10") FOR 2" MAIN OR ANY SERVICE INSTALLATION AND (14") FOR 4" MAIN INSTALLATION. WHERE TIE-INS OR CROSSINGS ARE LOCATED BELL -HOLES SHALL BE PROVIDED, SIZE OF WHICH SHALL ALLOW ADEQUATE WORKING SPACE FOR MEN AND EQUIPMENT. 13. GAS- BEDDING MATERIAL SHALL BE ROCK FREE. BEDDING MATERIAL SHALL NOT CONSIST OF ANY FRACTURED ROCK TYPE MATERIAL. ALL BEDDING MATERIAL TO BE PRE -APPROVED BY XCEL REPRESENTATIVE. 14. GAS- WHEN ROCKY CONDITIONS ARE ENCOUNTERED THE TRENCH BOTTOM SHALL BE CLEAN AND THE GAS MAIN BEDDED A MINIMUM OF 6" BELOW AND 12" ABOVE WITH PRE -APPROVED BEDDING MATERIAL. 15. GAS- PIPELINE TO BE BEDDED AND BACK-FILLED THE SAME DAY AS INSTALLED. 16. GAS- CONTRACTOR/DEVELOPER RESPONSIBLE FOR COMPACTION REQUIREMENTS PER SPECIFICATIONS. 17. GAS- PRIOR TO TRENCHING, A PRE -CONSTRUCTION MEETING WILL BE HELD WITH XCEL REPRESENTATIVE AND EXCAVATION SUPERVISOR AND/OR SUB -CONTRACTOR SUPERVISOR. 18. ALL SITE CLEANUP AND LANDSCAPING TO BE COMPLETE BY CONTRACTOR/DEVELOPER. 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO DISPOSE OF EXCESS MATERIALS OR SPOILS. 20. ELEC- CONTRACTOR TO INSTALL (1) 4"0 CONDUIT FURNISHED BY XCEL ENERGY; BED CONDUIT WITH 3/4" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT. PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR, 21. CABLE- COMCAST CABLE WILL PROVIDE ANY REQUIRED VAULTS AND PEDESTALS AND FINAL PLACEMENT, 22, CABLE- COMCAST REQUESTS CONTRACTOR TO FURNISH 3" DIAMETER, SCHEDULE 40 PVC CONDUIT. 23. CABLE- CONTRACTOR TO INSTALL CONDUIT; BED CONDUIT WITH 3/4" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT; STUB CONDUIT ABOVE GROUND AT PEDESTAL LOCATIONS; PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR. 24. TELE- CENTURYLINK REQUESTS CONTRACTOR TO SUPPLY 4" SCHEDULE 40 PVC CONDUIT. 25. TELE- CENTURYLINK REQUESTS INSTALLATION OF SWEEPS TO HAVE A MINIMUM 9 FOOT RADIUS. 26. TELE- CENTURYUNK REQUESTS SWEEPS TO BE GLUED IN PLACE, EXTEND AT LEAST 12" ABOVE GROUND, AND TO BE PLACED CLOSELY TOGETHER TO FIT INSIDE A SINGLE PEDESTAL. GENERAL UTILITY NOTES: 1. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WATER, SEWER, GAS, PHONE, ELECTRIC, CABLE, ETC.) ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION OF UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN DRAWINGS. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS. 3. FOLLOW ALL CDPHE (COLORADO DEPARTMENT OF HEALTH & ENVIRONMENT) REGULATIONS FOR WATER AND SEWER LINE CROSSINGS & CITY OF RIFLE SEPARATION REQUIREMENTS FROM THE PUBLIC WORKS MANUAL. 4. REPLACE ALL DISTURBED ASPHALT, WHEN DAMAGED, WITH 3" PG 58-22 ASPHALT ON 8" OF CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD DENSITY OVER PREPARED SUBGRADE (12"). PROVIDE T -PATCH AT ALL JOINTS WITH ASPHALT IF THE EXISTING ASPHALT IS GREATER THAN 4" THICK. USING MILLING MACHINE TO ESTABLISH UPPER (WEARING COURSE) LIFT. GENERAL WATER NOTES: 1. ALL WATER MAINS SHALL BE INSTALLED WITH A 4-1/2 FOOT MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS, COORDINATE WITH ENGINEER AND CITY OF RIFLE PUBLIC WORKS DEPARTMENT THE NECESSARY RELOCATION OF WATER LINE. 2. ALL FITTINGS (BENDS, CROSSES, PLUGS, VALVES AND TEES) TO HAVE A CONCRETE THRUST BLOCK INSTALLED IN ACCORDANCE WITH THE THRUST BLOCK TABLE SHOWN ON PWM DETAIL WITH A STATIC PRESSURE OF 150 PSI. MEGALUGS ARE REQ'D IN ADDITION TO THE CONC. THRUST BLOCK. ALL CONCRETE THRUST BLOCK SHALL BE FORMED AND POURED IN PLACE AGAINST NATIVE SOIL OR SOIL WITH PROPER COMPACTION ON ALL FITTINGS INCLUDING TAPS 4" OR LARGER TO RESIST HYDRAULIC THRUST. 3. THE WATER LINE LOCATION SHOWN UTILIZES JOINT DEFLECTION. (A MAX. OF 1 1/2' PER JOINT) IN NO CASE SHALL FIELD DEFLECTIONS EXCEED MANUFACTURERS REC'S. CONTRACTOR SHALL VERIFY THAT THE MANUFACTURER WILL ALLOW JOINT DEFLECTION PRIOR TO ORDERING. 4. PROVIDE C900, CLASS 200 PVC FOR MAIN LINE AND PURE CORE SERVICES INSTALLED PER REQUIREMENTS OF THE CITY OR RIFLE PUBLIC WORKS MANUAL. 5, ALL FITTINGS SHALL BE CLASS 150 DUCTILE IRON PIPE, FULL EPDXY COATED AND OF MECHANICAL JOINT OR PRE -APPROVED FLANGED FITTING AS DICTATED BY THE APPURTENANCES TO BE INSTALLED. POLYWRAP ALL DUCTILE IRON PIPE FITTINGS AND HYDRANT APPURTENANCES BELOW GRADE. 6. PROVIDE RESILIENT WEDGE GATE VALVES PER CITY OF RIFLE PUBLIC WORKS MANUAL. 7. FIRE HYDRANTS SHALL BE "MUELLER CENTURION" WITH A 6" MECHANICAL JOINT END CONNECTION MODEL A-423 OR PRE -APPROVED EQUIVALENT. 8. THE CONTRACTOR SHALL ENSURE PIPES ARE FREE OF GRAVEL AND DEBRIS PRIOR TO BEING INSTALLED IN THE TRENCH. IF THE PIPE IS DIRTY, HAS GRAVEL OR DEBRIS INSIDE, OR HAS SAT UNUSED FOR A LONG PERIOD OF TIME, THE PIPE WILL REQUIRE CLEANING PRIOR TO INSTALLATION. 9. THE PIPE SHALL BE BEDDED FOR THE FULL LENGTH OF THE PIPELINE. THE BEDDING MATERIAL SHALL BE EITHER CLASS 6 ABC OR CHIP. THE BEDDING SHALL EXTEND FROM 6 INCHES BELOW THE PIPE AND BELLS TO 12 INCHES OVER THE TOP OF THE PIPE AND BELLS. BEDDING WILL EXTEND THE FULL WIDTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE SPECIFICATION OF GRAVEL PRIOR TO INSTALLATION. 10. BACKFILL MATERIAL FROM 12 INCHES ABOVE THE TOP OF THE PIPE TO THE TOP OF THE TRENCH SHALL BE CLASS 6 BASE COURSE MATERIAL IN ALL STREET RIGHT-OF- WAYS WITH 95°6 COMPACTION MPD. PROVIDE GEOTECHNICAL TEST RESULTS FOR TRENCH WORK. 11. CONCRETE THRUST BLOCKS SHALL BE FORMED AND POURED IN-PLACE AGAINST NATIVE SOIL OR SOIL WITH PROPER COMPACTION ON ALL FITTINGS AS DEFINED BY PROJECT ENGINEER, INCLUDING TAPS 4" OR LARGER. POLY WRAP BOND BREAKER SHALL BE INSTALLED BETWEEN CONCRETE AND ALL PIPES AND ASSOCIATED APPURTENANCES. 12. ALL FITTINGS SHALL HAVE MEGA -LUG RETAINER GLANDS IN ADDITION TO CONCRETE THRUST BLOCKS, OR COR -TEN TIE RODS. 13. THE CONTRACTOR SHALL NOTIFY THE CITY OF RIFLE WATER DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND ANY NON -EMERGENCY REQUESTS FOR TESTING, WORKING VALVES OR SYSTEM VERIFICATIONS. 14. A CHLORINATION/BACTERIOLOGICAL, FLUSHING, HYDROSTATIC/LEAKAGE AND CONDUCTIVITY TEST WILL BE REQUIRED ON ALL NEW LINES AND SYSTEMS BEFORE ACCEPTANCE BY THE WATER DEPARTMENT. THESE TESTS SHALL BE PERFORMED AS PER APPLICABLE ANSI/AWWA STANDARD C651. AND SHALL BE CONDUCTED AND COORDINATED WITH THE CITY OF RIFLES UTILITIES DEPARTMENT. 15. WATER SERVICES: 4" IN SIZE AND LARGER SHALL BE INSTALLED WITH A TEE ON MAIN, GATE VALVE OF SIMILAR SIZE, LENGTH OF PIPE AS REQUIRED TO TIE INTO EXISTING WATER SERVICE AND A MECHANICAL COUPLING: 2" AND SMALLER IN SIZE SHALL BE INSTALLED WITH A CORP STOP ON MAIN WATER LINE, HDPE SERVICE LINE OF SIMILAR SIZE TO A NEW CURB STOP. IN ALL CASES, FIELD VERIFY LINE SIZE AND TYPE. NEW WATER SERVICE INSTALLATIONS ARE TO AVOID ADDITIONAL FITTINGS WHEN CONNECTING TO EXISTING WATER SERVICE AS BEST AS POSSIBLE. THE NEW CURB STOP WILL BE PLACED AT OR NEAR THE PROPERTY BOUNDARY OR EASEMENT DELINEATION WITH A METER PIT NEARBY. COORDINATE WITH CITY FOR EXACT METER PIT LOCATIONS. 16. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES SHALL BE 24" INCHES, WATER ABOVE SEWER. IF THIS CANNOT BE ACCOMPLISHED, COORDINATE WITH CITY FOR ALTERNATIVES. 17. WATER LINES TO HAVE 10 -GA SOLID TRACER WIRE FOR ALL LENGTHS AND SIZES, PUBLIC OR SERVICES. ADDITIONAL TRACER WIRE BOXES MAY BE REQUIRED FOR APPROPRIATE TIE IN LOCATIONS. 18. ALL WATER LINES AND SERVICES TO BE TESTED IN ACCORDANCE WITH THE CITY OF RIFLE PUBLIC WORKS MANUAL. BACTERIOLOGICAL TESTING WILL NEED TO BE PERFORMED IN ACCORDANCE TO THE PUBLIC WORKS MANUAL AS WELL. CONTRACTOR TO COORDINATE ALL TESTING WITH THE WATER DEPARTMENT. GENERAL SEWER NOTES: 1. ALL SANITARY SEWER UTILITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RIFLE STANDARDS AND SPECIFICATIONS. 2. SANITARY SEWER PIPE SHALL BE PVC SDR 35 PIPE. 3. CONTRACTOR SHALL INSTALL, OPERATE, AND MAINTAIN A SEWAGE BYPASS SYSTEM AS NEEDED FOR ANY TIE INS OR INTERRUPTIONS FOR THE DURATION OF THE PROJECT. 4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER MAINS AND SERVICES (MEASURED OUTSIDE OF PIPE TO OUTSIDE OF PIPE). MAINTAIN A MINIMUM OF 2 FEET VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER/STORM SEWER CROSSINGS (MEASURED OUTSIDE OF PIPE TO OUTSIDE OF PIPE) OR OTHERWISE PROVIDE ENCASEMENT PER CDPHE. S. INSULATION (4" THICK) TO BE INSTALLED WHEREVER SEPARATION DISTANCE BETWEEN STORM SEWER AND SANITARY SEWER IS LESS THAN 2 FEET. 6. ALL EXISTING SANITARY SEWER MAIN SHALL BE REMOVED FROM THE GROUND UNLESS SHOWN AS BEING ABANDONED. CONFIRM WITH PLANS AND CITY WHAT, IF ANY SEWER SHALL BE ABANDONED. 7. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM SLOPE OF 2%. S. ALL SERVICES SHALL BE CAPPED DURING SANITARY SEWER MAIN TESTING. 9. MARK ENDS OF ALL SEWER SERVICE LINES WITH FENCE POST, 3 -WAY SWING TIES AND DEPTH TO SERVICE. 10. CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVATIONS SO THAT GRADES CAN BE ADJUSTED. 11. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 12. PLAN VIEW DISTANCE BETWEEN MANHOLES IS CENTERLINE TO CENTERLINE OF MANHOLES. PROFILE DISTANCE AND SLOPE BETWEEN MANHOLES IS FROM INVERT OUT TO INVERT IN OF MANHOLES (CL. TO CL MANHOLE DISTANCE MINUS 1/2 INSIDE DIAMETER OF EACH MANHOLE). 13. THE SEWER MANHOLES SHOWN IN PLAN VIEW INDICATE THE LOCATION OF THE STEPS WITHIN THE MANHOLE AND MANHOLE RIM LOCATION BY A BLACKENED CIRCLE. THIS WILL BE THE REQUIRED LOCATION FOR EACH MANHOLE SHOWN. 14. ALL KNOWN SERVICES WHICH TIE INTO THE EXISTING MAIN ARE SHOWN. ANY SERVICE WHICH IS NOT SHOWN BUT TIES INTO MAIN SHALL BE REPLACED AND TIED INTO NEW MAIN. 15. SEWER SERVICE TO HAVE 4" MINIMUM OF CLASS 6 ABC OR J" CHIP AS BEDDING MATERIAL. THE SAME MATERIAL SHOULD BE BROUGHT UP TO 6" ABOVE THE TOP OF THE PIPE. 16. ALL SEWER LINES AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE TO THE CITY OF RIFLE PUBLIC WORKS MANUAL. FOR SEWER MANHOLES (EXISTING), VACUUM TESTING SHALL BE PERFORMED PER THE PUBLIC WORKS MANUAL AS WELL. STORM SEWER NOTES: 1. ALL STORM PIPING OR CULVERTS SHALL BE REINFORCED CONCRETE PIPE WITH WALL "B" THICKNESS OR ADS N-12. CMP IS NOT ALLOWED. 2. FOLLOW CDPHE AND NOTES ON THIS SHEET FOR ALL STORMWATER/POTABLE WATER CROSSINGS, 3. ALL MANHOLES SHALL BE 4'0 PRECAST CONCRETE FOR CULVERTS SIZES UP TO 24" IN DIAMETER, HAVE AN ECCENTRIC CONE UNLESS SPECIAL CONDITIONS ARISE FOR ALTERNATIVE SIZING. PIPES LARGER THAN 24" NEED, AT A MINIMUM, 5' DIAMETER MANHOLE. 4. ALL DRAIN INLETS SHALL FIT TO CURB GEOMETRY. LANDSCAPE NOTES: 1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION OR OVER -LOT GRADING SHALL BE REVEGETATED WITH DRYLAND SEED MIXTURE. PROVIDE FRESH, CLEAN, NEW -CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSIS OF NORTH AMERICA, PROVIDE SEED OF GRASS SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED. 2. FOR DRYLAND SEEDED AREAS, PROVIDE FERTILIZER WITH COMMERCIAL TYPE MIXTURE OF 16-16-8 OR SIMILAR RATION, NOT LESS THAN 15 LBS PER ACRE FOR NITROGEN RATE. 3. MULCH ALL SEEDED AREAS WITH CONWEB LONG FIBER MULCH, HAY OR STRAW. MATERIAL FOR STRAW MULCHING SHALL CONSIST OF STRAW OR OATS, BARLEY, WHEAT OR RYE AND SHALL NOT CONTAIN SEED OF NOXIOUS WEEDS. CLEAN FIELD HAY MAY BE SUBSTITUTED FOR STRAW WHEN APPROVED BY THE ENGINEER. STRAW OR HAY IN SUCH AN ADVANCED STAGE OR DECOMPOSITION AS TO SMOTHER OR RETARD THE NORMAL GROWTH OF GRASS WILL NOT BE ACCEPTED. CONWEB FIBER MULCH, PREVIOUSLY SPECIFIED, SHALL BE APPLIED AT A RATE OF 1500 LBS./ACRE. HAY OR STRAW SHALL BE APPLIED IN A UNIFORM MANNER AT A RATE OF 1.5 TONS/ACRE. 4. PROVIDE EROSION CONTROL BLANKET ON ALL SLOPES OF 2:1 OR STEEPER. 5. PRIOR TO REVEGETATION, PLANTING OR TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN. VARIOUS SLOPE MOLDING TECHNIQUES WILL BE USED TO ENHANCE THE AESTHETIC QUALITY OF THE SLOPE, WHILE MAXIMIZING THE REVEGETATION POTENTIAL ALL CUT AND FILL SLOPES ALSO BEING ROUNDED AT THE TOE TO BLEND WITH THE EXISTING TERRAIN. ADDITIONALLY, WHERE SOILS AND STEEPNESS OF SLOPES PERMIT, TERRACES WILL BE CONSTRUCTED TO AID THE REVEGETATION PROCESS. 6. SEEDING SHALL BE DONE BY HYDROSEEDING, DRILLING, OR HAND BROADCASTING, HYDROSEED SHALL BE APPLIED IN A WATER AND LIGHT MULCH SLURRY AFTER WHICH MULCH WILL BE APPLIED TO COVER THE SEED. ANY AREAS THAT CANNOT BE REACHED BY HYDROSEEDING OR DRILL SEEDING SHALL BE HAND BROADCAST. AREAS SEEDED BY HAND BROADCASTING SHALL BE LIGHTLY RAKED. 7. DRYLAND SEEDING SHALL BE PERFORMED AS SOON AS PRACTICAL AFTER COMPLETING OF CONSTRUCTION, WITHIN THE APPROPRIATE SEASON. SEEDING SHALL BE PERFORMED AFTER SPRING THAW UNTIL JUNE 30TH, OR AFTER SEPTEMBER 1 UNTIL CONSISTENT GROUND FREEZE. 8. CONTRACTOR / APPLICANT MAY NEED TO PROVIDE WATERING FOR ANY REVEGETATION FOR UP TO 1 -YEAR OR SUBSTANTIAL VEGETATIVE COVER IS ACHIEVED. 9. IF AREAS THAT ARE HYDROSEEDED DO NOT SHOW SUFFICIENT GROWTH, A MORE INTENSIVE PROCEDURE SUCH AS DRIL SEEDING OR OTHER METHOD WILL BE REQUIRED WITH ADDITIONAL WARRANTY TIME FOR AREAS IMPACTING OR WITHIN THE CITY ROW. REVEGETATION: 1. HYDROSEEDING WILL OCCUR WHERE THERE ARE HAZARDOUS DISTURBED SLOPES AND AREAS OF DISTURBANCE WITH 15% SLOPES OR GREATER (GARFIELD COUNTY RECLAMATION GUIDELINES). 2. SEEDING MATERIAL TO BE USED FOR RECLAMATION: TOTAL SEEDING RATE: 24 LBS PER ACRE (DRILL SEEDING) ALL OTHER METHODS WILL NEED TO DOUBLE THIS SEEDING APPLICATION RATE. COMMON NAME .APPLICATION RAT_ (DRILL SEQNG) LBS/ACRE I AMERICAN SLOUGHGRASS 3 (IN WET AREAS, OMIT IF NOT NEEDED) 2 INDIAN RICEGRASS 2.5 3 BLUEBUNCH WHEATGRASS 4 4 WESTERN WHEATGRASS 7 5 GALLETA GRASS 5 6 ALKAU SACATON 2 7 WINTERFAT 0.5 UTILITY CONTACT INFORMATION. ELECTRICAL & GAS UTILITY CONTACT: XCEL ENERGY (970) 625-6028 CABLE TV UTILITY CONTACT: COMCAST CABLE (720) 979-1921. PHONE UTILITY CONTACT: CENTURYUNK (970) 328-8290. WATER & SEWER UTILITY CONTACT: CITY OF RIFLE (970) 665-6590 CITY OF RIFLE - PUBLIC WORKS (STREETS, STORM DRAIN, GRADING, EROSION CONTROL) BY: PUBLIC WORKS DIRECTOR DATE: 2022 THESE PLANS ARE FOR REVIEW OF PUBLIC IMPROVEMENTS, AND CERTAIN PRIVATE IMPROVEMENTS WHICH, PURSUANT TO THE CITY'S MUNICIPAL CODE, EFFECT OVERALL HEALTH, WELFARE AND SAFETY ASSOCIATED WITH DEVELOPMENT OF THE PROPERTY SHOWN HEREIN. THE CITY OF RIFLE PLAN REVIEW CONSTITUTES GENERAL COMPLIANCE WITH THE CITY'S DEVELOPMENT STANDARDS AND PUBLIC WORK STANDARDS, SUBJECT TO THESE PLANS BEING STAMPED, SIGNED, AND DATED BY THE DESIGN ENGINEER. REVIEW IS BY THE CITY OF PLAN DESIGN. ERRORS OR OMISSIONS IN THE DESIGN OR CALCULATIONS REMAIN THE RESPONSIBILITY OF THE DESIGN/RECORD ENGINEER AND DEVELOPER. O 0 O 00 d 0 am :3p co Q U O 10 �' E O U U X Cno7 .0 T E (D �--+ � O LL oD N O �- - ti � 1 O t Title: General Notes Dwg No. X C2 z O H U C F z z O U O 8 Z zz i J a. a iu S v i d .Q a L Q O ^^L 0 - U c J N N cm �--+ LL 1 t 0 O L1J O U W Title: General Notes Dwg No. X C2 z O H U C F z z O U O 8 Z zz i J a. a iu S v i d .Q a Legend Linetypes EXISTING PROPOSED DESCRIPTION PROPOSED DESCRIPTION UNDERGROUND ELECTRIC, TELEPHONE, D LIM CABLE AND GAS LINE —T---OH--- T 0 OVERHEAD TELEPHONE LINE — — T — — — T — — T UNDERGROUND TELEPHONE LINE --G---G-- G LOW PRESSURE GAS LINE —HPG— G—HP----- HIGH PRESSURE GAS LINE — — c — — — c — — c UNDERGROUND CABLE TELEVISION LINE —C---OH--- c—OFI— OVERHEAD CABLE TELEVISION LINE — — E — -- E — — E UNDERGROUND ELECTRICAL LINE —E---OH--- I 01-- OVERHEAD ELECTRICAL LINE --D---O-- o STORM DRAIN LINE --w---w-- w WATER LINE --ws---ws-- --ws---ws-- WATER SERVICE LINE --s---s-- s SANITARY SEWER LINE — - s - - - s - - R -R SANITARY SEWER LINE WITH DIRECTION - - ss - - - ss - - — ss ss — SANITARY SEWER SERVICE LINE --FO---FO-- Fo FIBER OPTIC LINE — —IRR —— — IRR —— IRR IRRIGATION LINE > > DRAINAGE SWALE FLOWLINE �O ---x--- x --- x --- x --- x— —x—x—x—x—x3 BARBED—WIRE FENCE LINE ---o---o---c---o---o— —o—c—o—c—c— CHAIN LINK FENCE —SF—SF—SF— SILT FENCE is" cMP _ za" CMP CULVERT, SIZE & FES TRANSPORTATION OFFICIALS ________- GATE VALVE EDGE OF ASPHALT REFERENCE EDGE OF CONCRETE EDGE OF WATER AGGREGATE BASE COURSE HAZMAT HAZARDOUS MATERIALS CENTERLINE 000000000 0000000 ROCK WALL ................................ CONTOURS -- --- RIGHT-OF-WAY HC HANDICAP RAMP VEGETATION REQUIRED —LDA LDA— LIMITS OF DISTURBED AREA , , , , HH H HH H RAILROAD TRACKS --------- TOP OF CUT HCL ----------------- TOP OF FILL — -- — ----------------- EASEMENT cv ACTIVITY ENVELOPE Abbreviations Hatching EXISTING PROPOSED DESCRIPTION GPM D ASPHALT MILLING QUALITY ASSURANCE/QUALITY CONTROL ASPHALT COC1C. 0 CONCRETE SURFACING (PLAN VIEW) Gray. " GRAVEL SURFACING DEGREE GPS RIPRAP/RIVER ROCK QTY O RE—ESTABLISH NATIVE VEGETATION WOOD DECK EXISTING PROPOSED FLAGSTONE 0 —_ =— UNDISTURBED SOIL GRAVEL R RECOMPACTED SOIL Abbreviations No. M C3 ® AT GPM GALLONS PER MINUTE QA/QC QUALITY ASSURANCE/QUALITY CONTROL DEGREE GPS GLOBAL POSITIONING SYSTEM QTY QUANTITY EXISTING PROPOSED DESCRIPTION 0 DIAMETER GR GRAVEL R RIGHT DECIDUOUS TREE AAC NUMBER GRAV GS GRAVEL GAS SERVICE R -R REMOVE AND REPLACE ALUMINUM ARCH CULVERT RAD RADIUS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY GSP GALVANIZED STEEL PIPE RCP REINFORCED CONCRETE PIPE CONIFEROUS TREEAND TRANSPORTATION OFFICIALS GV GATE VALVE REF REFERENCE ABC AGGREGATE BASE COURSE HAZMAT HAZARDOUS MATERIALS {C MONUMENT MARKER ABUT ABUTMENT HC HANDICAP RAMP REQ REQUIRED o r p OrD ACM ASBESTOS CONTAINING MATERIAL HCL HORIZONTAL CONTROL LINE REVEG REVEGETATE cv CONTROL POINT ACP ASBESTOS CEMENT PIPE HDPE HIGH DENSITY POLYETHYLENE RFTA ROARING FORK TRANSIT AUTHORITY ;; ADA AMERICANS W/ DISABILITIES ACT HMA HOT MIXED ASPHALT ROW RIGHT OF WAY O C �j FOG s r u w MARKERS (CAN, ELEC, FIBER) ADT AVERAGE DAILY TRIPS HORIZ HORIZONTAL RP RADIUS POINT U) U 0 0 U (TELE, TRAFFIC, UNKNOWN) ALT ALTERNATE HOV HIGH OCCUPANCY V EHICLE RSS REINFORCED SOIL SLOPE -9U AP ANGLE POINT HP HIGH POINT RW RETAINING WALL ( E © DE ® © ff ® PEDESTALS (CAN, ELEC, FIBER) APWA AMERICAN PUBLIC WORKS ASSOCIATION HPG HIGH PRESSURE GAS SAC STEEL ARCH CULVERTC� O ❑T ® 9 ❑T ® 19 (TELE, TRAFFIC, UNKNOWN) AS ASPHALT HWY HIGHWAY SAN SANITARY -c U ASD ALLOWABLE STRESS DESIGN HYD ID HYDRANT INSIDE DIAMETER SB SOUTH BOUND O_,t x (/) ci D E OO FO IR O O MANHOLES (DRAINAGE, ELEC, FIBER, ASPH ATB ASPHALT ASPHALT TREATED BASE INT INTERSECTION SCF SEDIMENT CONTROL FENCE f!J o O ,c INV INVERT SD STORM DRAIN � M S T O O U VII O O IRRIGATION, SANITARY, TELEPHONE, UNKNOWN, WAFER) BBL BCKF BARRELS BACK FACING IP INLET PROTECTION SDR STANDARD DIMENSION RATIO O d, O� ?� cm rn JB JUNCTION BOX SE SOUTHEAST BLKF BLM BLOCK FACING BUREAU OF LAND MANAGEMENT KIP THOUSAND POUNDS SECT SECTION m Q VAULTS/HANDHOLES (CATV, ELEC, BM BENCHMARK KW KILOWATT SF SQUARE FEET r a © TR {U} {} TR [}U FIBER, TELE, TRAFFIC, UNKNOWN) BMP BEST MANAGEMENT PRACTICES L LGTH LEFT LENGTH SHLDR SHOULDER BOW BACK OF SIDEWALK SL SANITARY SEWER LINE BP BEGIN PROJECT, BEGINNING POINT LB POUNDS SMD SANITARY SEWER MANHOLE Er ❑ ET ELECTRIC TRANSFORMER BT BEGIN TRANSITION LB/FT LEED POUNDS PER FOOT LEADERSHIP IN ENERGY AND SOD GRASS AREA BVCE BEGINNING VERTICAL CURVE ENVIRONMENTAL DESIGN SS SANITARY SEWER SERVICE GV GV BVCS ELEVATION BEGINNING VERTICAL CURVE STATION LF LINEAR FOOT SSD STOPPING SIGHT DISTANCE GAS VALVE BW BOTTOM OF WALL LOMR LETTER OF MAP REVISION STA STATION sv sv C CURB LPFM LOW PRESSURE FORCE MAIN STBK SETBACK x HSANITARY VALVE CBC CONCRETE BOX CULVERT LP LOW POINT SW SIDEWALK ICV IGv iH IRRIGATION CONTROL VALVE CC CDOT CURB CUT COLORADO DEPARTMENT OF LS LSA LUMP SUM LANDSCAPED AREA SY SYM SQUARE YARDS SYMMETRICAL WATER VALVE TRANSPORTATION LT LIGHT POLE T TREAD STAIRS x N CDPHE COLORADO DEPARTMENT OF PUBLIC LTB LIME TREATED BASE TAN TANGENT s�Oo 0 WATER SHUTOFF VALVE CF HEALTH AND ENVIRONMENT CUBIC FEET LUM LUMINARY TBC TOP BACK OF CURB M METERS TBLK THRUST BLOCK Q�pp 2 FIRE HYDRANT CFS CG CUBIC FEET PER SECOND CURB AND GUTTER MAT'L MATERIAL TC TOP OF CURB y� CIP CAST PLACE MAX MAXIMUM TCE TEMPORARY CONSTRUCTION EASEMENT G w s C� c w s P P VENTS(GAS,WATER,SEWER,MISC.) CL CLOMR CENTERLINE R CONDITIONAL LETTER OF MAP REVISION MH MHT MANHOLE METHOD OF HANDLING TRAFFIC TCP TELE TRAFFIC CONTROL PLAN TELEPHONE N 0 - CMP CORRUGATED METAL PIPE MIN MINIMUM TEMP TEMPORARY GM EM Fm] E]© METERS (GAS, ELECTRIC, WATER) CMU CO CONCRETE MASONRY UNIT CONCRETE MISC MISCELLANEOUS TP TRANS TOP OF PIPE TRANSITION U ML MEGALUG Q GAS WELL COM COMMUNICATIONS MLW MASONRY LANDSCAPE WALL TRFLG TRAFFIC FLANGE OF FIRE HYDRANT � CONC CONCRETE MID MILE OSTTW TOP OF WALL ®M O MONITORING WELL CONST CONT CONSTRUCTION CONTINUOUS MPH MILESPERHOUR TYP TYPICAL coJ MSE MECHANICALLY STABILIZE EARTH UCTV UNDERGROUND CABLE TELEVISION LINE N ®w Ow WATER WELL COR CPE CORNER CORRUGATED POLYETHYLENE PIPE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL UE UNDERGROUND ELECTRIC LINE +r C _ CSP CORRUGATED STEEL PIPE DEVICES UG UNDERGROUND GAS LINE U- co co CLEAN-OUT CTB CEMENT TREATED BASE MW MONITORING WELL USACE US ARMY CORPS OF ENGINEERS T PROPANE TANK (ABOVE GROUND) CU CY CUBIC CUBIC YARD N NORTHING USGS UT US GEOLOGICAL SURVEY UNDERGROUND TELEPHONE LINE .z N/A NOT APPLICABLE 0 D } PROPANE TANK (UNDERGROUND) D DB DEEP DECIBELS NAT NATIVE GRASS AREA VC VCP VERTICAL CURVE VITRIFIED CLAY PIPE c DEG DEGREES NAVD NORTH AMERICAN VERTICAL DATUM VP VALLEY PAN - o H° ® HEATING/AIR CONDITIONING UNIT DHV DESIGN HOUR VOLUME NB NORTH BOUND VTC VEHICLE TRACKING CONTROL C3 DIA DIAMETER NE NEPA NORTHEAST NATIONAL ENVIRONMENTAL POLICY ACT W WIDE W p p WATER SPIGOT DIP DUCTILE IRON PIPE DOW DIVISION OF WILDLIFE NFPA NATIONAL FIRE PROTECTION ASSOCIATION W/ WITH Q Ice Ica IRRIGATION CONTROL BOX DR DRAIN NGVD NATIONAL GEODETIC VERTICAL DATUM 1929 WB WEST BOUND DTM DIGITAL TERRAIN MODEL NHS NATIONAL HIGHWAY SYSTEM WL WATER LINE O ® IRRIGATION HEADGATE DW DRIVEWAYWS NIP NAIL IN PLACE WATER SERVICE DWG DRAWING NO NUMBER WQCD WATER QUALITY CONTROL DIVISION i w SPR O SPR O IRRIGATION SPRINKLER HEAD E EASTING NPDES NATIONAL POLLUTANT DISCHARGE WS WATER SERVICE m PWC PIPE EA EB EACH EAST BOUND ELIMINATION SYSTEM WWM WELDED WIRE MESH EG EXISTING GRADE NTP NOTICE TO PROCEED X -S CROSS SLOPE r r FLAG POLE EL ELEVATION NTS NOT TO SCALE YD YARD ELEV ELEVATION NW NORTHWEST m CTL ca. UTILITY POLE EOA EDGE OF ASPHALT O/S OFFSET EOD EDGE OF DRIVEWAY OC ON CENTER � � GUY WIRE EOC EDGE OF CONCRETE OD OUTSIDE DIAMETER n EOG EDGE OF GRAVEL OH OVERHEAD STREET LIGHT POLE EOM EDGE OF MILLNGS EOP EDGE OF PAVEMENT OP OUTLET PROTECTION C� TRAFFIC LIGHT POLE EP END PROJECT, END POINT OT OVERHEAD TELEPHONE EPA ENVIRONMENTAL PROTECTION AGENCY PC POINT OF CURVATURE FLOOD LIGHT ES ELECTRIC SERVICE PCC POINT OF COMPOUND CURVATURE ESMT EASEMENT PED PEDESTRIAN -� -� SIGN EST ESTIMATE PERM PERMANENT EVCE END VERTICAL CURVE ELEVATION PG PAGE Mg © MAILBOX VERTICAL CURVE STATION PGL PROFILE GRADE LINE `s EX END PI POINT OF INTERSECTION ® ® BOLLARD EXIST EXISTING PL PROPERTY LINE SOIL BORING LOCATION EXT EXTERIORFAA FEDERAL AVIATION ADMINISTRATION PM PROJECT MANAGER TP FEMA FEDERAL EMERGENCY MANAGEMENT PNT POINT TEST PIT LOCATION AGENCY POC POINT ON CURVE FES FLARED END SECTION POT POINT ON TANGENT R LARGE ROCK/BOULDER FF FINISHED FLOOR PRC POINT OF REVERSE CURVE FG FINISHED GRADE PROP PROPOSED "T" POST FH FIRE HYDRANT PRV PRESSURE REDUCING VALVE FHWA FEDERAL HIGHWAY ADMINISTRATION PSF POUNDS PER SQUARE FEET n Job No. 2022-235.1 y SATELLITE DISH FL FLOWLINE PSI POUNDS PER SQUARE INCH Drawn b : FOW FACE OF WALL PT POINT OF TANGENCY Print Date: 111D2/2C Q TRANSITION FROM SPILL TO CATCH FPS FEET PER SECOND PUD PLANNED UNIT DEVELOPMENT PE. GUTTER FRTF FRONT FACE F e: Fritzlen-Adl FT FEET PVC POLYVINYL CHLORIDE Title: 1� MINIMUM 4" TOP SOIL OR SPECIFIED G GAS PVI POINT OF VERTICAL INTERSECTION ALTERNATIVE GAL GALLONS PVMT PAVEMENT GALV GALVANIZED PVT POINT OF VERTICAL TANGENCY GB GRADE BREAK Q PEAK DISCHARGE Legend & GS GEOGRAPHICAL INFORMATION SYSTEM Abbreviations No. M C3 SEWER MANHOLE RIM:5369.04' 8" PVC INV W:5360,58' 8" PVC INV E: 5360.18' ss ss ss ss LOT 17 SEWER MANHOLE w WAPITI PARK SUBDIVISION z FOUND NO. 5 REBAR I NOT A PART INV N: 32t, EWER MANHOLE INV N:5321.23' & 1.25" ORANGE LOT 11 $IN1:5329 89' INV 5: 5321.31' PLASTIC CAP L.S. NO, 28643 WAPITI PARK SUBDIVISION APPARENT EASEMENT 8' INV N:5321.84' NOT A PART _ ••,3' SWALE 9" INV W: 5321.81 RAND RIVER PLAZA 3" PVC PVC L OF Si TG T RISER RISER ------ ...: - NOT A PART - - q 2" STEEL !,'"-------------.. -- :: :, -- N (TYP.) 4 DITCH VENT RISER _ SIAL TYP -- ; u $ _ - ----- ------ .. PEDE .;, .. ...:::.. .. .....e v. :S„"i�� IL �d hi� Fy, ) TELECOM - -- ----- - 1 _ _ � FIBER OPTICS ,, .:: .,�. ::.:�:.=.:�..,:.,... .. .x-.•---•--- _.�-�:- ..::.. ..::.: ...:.: - 89 4209' SEWER MANHOLE - ; ;' :" D j PE FSTA 58„ 45 5ti Y. - ... �.",' RIM:332�f89 c J ...... D L — 8" INV W:5324.0' ; 589°II0:5 "E "370. '8 ELECTRICITY -' -' ' S (FIELD &'RECORi3 - P.) 8" INV E: 5323 $' ; - ) TR CONCRETE P 8" INV S: 5324 .12, �' 36 (FIELb,&RECORD t, - AD FULL OF SILT''•.- 1 DEMO CMP. ; •--------- DEMO STOCK POND IC L DETAT 11 , GRAND RIVER OT 6 PLAZA DEMO OVERHEAD _ ELECTRIC LINE INE - _ --- '- SEE NOT A PART ERGROUND r ;-" GAS LINE DEMO UND i I- i EMO FENCE 5 -- - 3 SEWER OLE ;;. , M533672 POWER POLE - 8" PVC INV N:5328.53' DEMO CPP DEMO 8: PVC INV E:532857' - WATER VALVE s l ' �'•., ; r�� (T YP) GRAND RIVER PLAZA I''•,, NO RT I U COMMUNICATION— sss `•. 'II EASEMENT PER ---- ------- BK - BK 916 PG ¢37 391•COUNI'Y,ROAD 332 EASEMENT '•,, RIILE,COLC GADO STRUDEMOCTURES e DESCRIPTION IS.- I 7•,919 AC. t� � ELECTRIC INCONCLUSIVE r . TRANSFORMER e ON CONCRETE PAD ADDITIONAL UTILITY - LOCATIONS ARE s3se DEMO DEMO ' $ RECOMMENDTO f METAL SILOSAN ITARY LINE GRAND PLAZA MORE ACCURATELY ` LOT 8 SHOW THIS ? EASEMEIST'-- DEMO WOOD :39, w' NOTA PART STRUCTURE 8 EDGE OF PARCELNO, M J ASPHALT 217716400027 - Z NOT A PART 5342 i r ;i -- CURB & , TTER i� 12 CMP'' DEMO PVC RISERS I SEWER MANHOLE SZI W 10: 5341.3x', 5343 - 8" . 8" PV V 6 C�3 . 5345 56 HATE 12" ObfP CIN S 5337 6 ' •II: 5341•,¢' - — — .x -5344. _...- OR LAZA D RIVER P 1 � LOT9 NOT A PART DEMO DIP ( E DEMO POWER POLE _ELECTRIC °8 - _ _ . _--- - --_ � TRANSFORMER x DEMO WOOD ON CONCRETE PAD STRUCTURES ' 5,389 . GRA ND RIVER PLAZA LOT ] 0 - NOTA PART . DEMO .----- ... a' WELL AND SPIGOT• so ss _.._ S DEMO FENCE -- -- - 535 V DEMO � K SANITARY STRUCTURE - GRAN PLAZA O r DEMO GRAVEL DRIVE OA 11 - " • NOT RT DEMO STOCK POND x FENCE '' -r(TYP ) K - x ELECTRIC 72''•METAL-P E I0: 5354.5' -............... `- `, '------ON CONCRETE PAD r .... : GATE ......................... . 1 ••. TRANS ORMER %12"-I�fETAL PIPE`•., GRAND RIVER PLAZA II. 5355:2 •.. % LOT 12 ANGLE .. 54. ' '••. ', ', ,..--• _ _ _ NOT A PART '', ` ', ''---. •IPE )2 C P --- - - MP II: 5357.,9' FOUND SOUTH QUARTER GA " FLO WLINE DITCH SECTION 16 :::.,' ' . . VALVE x----- - - ..._._ _ :: ''' :`-.., VALVE' A 3 ILLEGIBLE ..----_ ;' .. -„ --„ - - - - - - - - -- ...- I ;-53383 ,. ALUMINUM CAP C :; x - x' .. �FN lt RM ^ (jTl gf?RIILiIID'-RIGHT- F Ai?.FSELIGHT POLE STORM 0.6' BELOW GROUND OX AROUND :: _ - ( ) MANHOLE _ . _ -. 52 GR '1L DEMO:." HONE 2392 Jt N890 42'32"E 3Q PIPE " I0:53SS 5'.. =`.'.: s, EDES__TAf S89039'19"W 284.21' (FIELD) 1856.34' -- 53 W 2 ( COR ) ' $$9 A2'32 ------ 501.97' 501.97 (FIELD) .. :: * *S89a5_53"W 501. 7'(RECORD)-_ 9°52' " 84.27 RE D -D SEWER MANHOLE FIB R OPTIC' IRRIGA CION..._ TE.T,( PFl{)Nlt',:.., `- IRRIGATION VAUL'T'-RIM: 5363.47' H 4 i IItT 4fA\HOL}, r Pl'DI tiI'AL i � ` [t _ RU'f'T"OM. S1 11 0' I __ '/ 8" PVC INV N:5351.82' FOUND NO 5. REBAR & — 8 PVC" MARKER r - --' L5 - --- �, a i :CII,NI LTSR -1 1.25" PLASTIC CAP 3fl CII ( TAyV SE: 5353.23' ILLEGIBLE INV SW: 5353.24' 41-ORb1 , cxr SOUTHEAST OF SE TION 16 ELECTRIC FOUND N0. 5 REBAR & TRANSFORMER 1.25" YELLOW PLASTIC GRAND RIVER PLAZA ON CONCRETE PAD CAP L.S. N0. 1 LOT 13 TELEPHONE ONSITE BENCHMARKRK NOT A PART GRAND RIVER PLAZA PEDESTAL ELEV = 5363.85' FLUSH LOT 14 (TYP,) WITH THE GROUND NOT A PART Graph' Scale o 20 40 so In Feet: 1" = 40' O � 0 O O N Co SEWER MANHHOLEOLE GRAND RIVER PLAZA O LOT 16 8" PVC INV GRAND RIVER PLAZA 8" PVC INV W:5358.35' NOT A PART LOT 15 8" PVC INV E: 5358.15' NOT A PART ELECTRIC FOUND N0. 5 REBAR & TRANSFORMER 1.25" YELLOW PLASTIC GRAND RIVER PLAZA ON CONCRETE PAD CAP L.S. N0. 1 LOT 13 TELEPHONE ONSITE BENCHMARKRK NOT A PART GRAND RIVER PLAZA PEDESTAL ELEV = 5363.85' FLUSH LOT 14 (TYP,) WITH THE GROUND NOT A PART Graph' Scale o 20 40 so In Feet: 1" = 40' O � 0 O O N Co O N)U E U O U X fn C �� CUD.T O C0 0 O J J M O w .—INIM Demolition Plan Dwg No. 29 C5 z O U z Z O U O O z C z 2 J w x a c 0 0 a II_ LOT 17 1 --SIA\ I RAI 1NI101 a NVAPITIPARK SUBDIVISION �� 1"M}L9Sti .� 4011 NIS NO 5 REMAIL - NOTA P R F Sf_tk'1 R MANFIfa{ 1` I N1 `. S. ; �ti 1 ?5' OR ANG1: u ,r I'f_Aii I I(C Al' L,.S. NO. 28643 I'DT , I 8" ML 1 AL PIP;- R1N1 t'9 8A9' , ' yA II INV S , z 1 31' 1 APPARENT L ASLMEN1 ! 8, .tNV N:5111.84 �'✓ NOTA PAR F W,hl'I f 1 PARK S[ RDIVISION SWA1.F A 8' IN W 5321.81 RISER- t!G AND R1V 1 R FI.;ALA a PY('� / , -4 PVC _- - - 1 1,01 SILT, - - L,N (, . 1 1 1 I 1 I RISERL V �� I - 11 I - fit. , t 21'IN INV 1 85 _ S 1"i EL -_� , ,f _.. ---- - -- -- - - a f lI i r'H-� .v.-4-', - v _A -. _.. 1 f I 1 1:,` t M 1. - T l VFN I RISLR I'il1_.- - .--.- y z / i -vya PI 111 2 l )I' I (iS M V f III! 1 �f d "Ifvb i'1{ !,- Kf{' NtJ !,3 'J5 F1 t1I 1Al f'TYP1 -NOt APAR I 1' ' �� � If - - - `1RANS1OI Niki DETENTION ,'� 1 POND AND ' I IN Ct AC'RI 1-1 PAD WATER � I QUALITY , POND g 1 , (ARAND RIVkP PLAZA l 0.LOT 109 AC LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 P ` <1 Y 010 l 0.07 AC I 0.07 AC l 0.07 AC 0.07 AC l 0.07 AC I 0.07 AC l 0.07 AC 0.07 AC l 0.07 ACN T A PAR'l I 4011 SF I 3104 SF I 3080 SF I 3056 SF I 3031 SF I 3007 SF I 3015 SF I 3006 SF I 3004 SF I 3002 SF TRACT 1 0.25 AC 07 n y p SEWER MANIIOI F 8111 }364 04' N' PVC INV W:5 16MX" S' PVC INV F 5100 18' FOUND 5111 i'[1i {)IrA P I'iT.l: SLt"11(1"V iC> 1jATI A 3 11.11,61111.E NAt\= AI I AMUNT CAP l 0.6 BGt UAV GR)3UND NS) -12 ,1 I I L a - GRAND RIVER PLAZA 1.01 16 NOT A PART - - THOMAS JEFFERSON ROAD LOT 45 0.07 AC 3179 SF LOT 46 0.07 AC 3040 SF I LOT 47 0.07 AC 3040 SF 1 LOT 48 0.07 AC 3040 SF LOT 49 0.07 AC 3040 SF LOT 50 I 0.07 AC 3040 SF LOT 51 0.07 AC 3040 SF LOT 52 0.07 AC I 3040 SF LOT 53 0.07 AC 3040 SF I LOT 54 0.07 AC 3040 SF LOT 55 0.07 AC 3259 SF / SEE DETAIL SHEET 0211 PARK 0.98 AC 42673 SF 30' PAVEMENT WIiN 5' ATTACHED LOT 44 N T co 0.07 AC �Q 3080 SF .t1' (ON4MUNIC ATION ON CONCRLIt P1D PASFAIIN'CPER - 0.07 AC IjK 916 PC 537 3023 SF h ASISMPN`I' 0.07 AC 3163 SF DI . (RI, TION 15 - - INC C)Nt L161Vi: i M)Dlf TION AI ;1111111' LOT 42 LOC At IONS ARE 0.07 AC RE ON9,11 NI)TO I 3036 SF MORIS AC CURA`I-I.LY SHOW TI115- v' LASEN4LINT- 31' ROW LOT 41 LOT 64 0.07 AC PARCEL NO. 3050 SF 217716400027- 10.07 NO1 APAR F - 3040 SF 3094 SF LOT 40 LOT 63 0.07 AC LOT 14 3063 SF 0.07 AC 0.07 AC x LOT 39 3040 SF 0.07 AC 3108 SF r 3077 SF LOT 38 0.07 AC LOT 62 ,., 3090 SF LOT 15 LOT 37 0.07 AC l 0.07 AC 0.07 AC 3104 SF 3040 SF 3123 SF LOT 36 - 0.07 AC -- l 3117 SF GRAND RVA R PI.A/A LOT 35 LOT 61QC 0.07 AC LOT 16 3131 SF 0.07 AC LOT 34 0.07 AC 0.07 AC 3040 SF 3144 SF 3137 SF I LOT 33 LOT 60 0.07 AC LOT 17 3158 SF 0.07 AC LOT 32 0.07 AC 0.07 AC 3040 SF 3152 SF FOUND 5111 i'[1i {)IrA P I'iT.l: SLt"11(1"V iC> 1jATI A 3 11.11,61111.E NAt\= AI I AMUNT CAP l 0.6 BGt UAV GR)3UND NS) -12 ,1 I I L a - GRAND RIVER PLAZA 1.01 16 NOT A PART - - THOMAS JEFFERSON ROAD LOT 45 0.07 AC 3179 SF LOT 46 0.07 AC 3040 SF I LOT 47 0.07 AC 3040 SF 1 LOT 48 0.07 AC 3040 SF LOT 49 0.07 AC 3040 SF LOT 50 I 0.07 AC 3040 SF LOT 51 0.07 AC 3040 SF LOT 52 0.07 AC I 3040 SF LOT 53 0.07 AC 3040 SF I LOT 54 0.07 AC 3040 SF LOT 55 0.07 AC 3259 SF / SEE DETAIL SHEET 0211 PARK 0.98 AC 42673 SF 30' PAVEMENT WIiN 5' ATTACHED N ED SIDEWALKS N T co ": ,�,,,j �Q C0 ON CONCRLIt P1D LOT 11 LOT 66 , 0.07 AC 3178 SF CL 0.07 AC 3163 SF X C LOT 65 i LOT 12 0.07 AC 0.07 AC 3040 SF 3079 SF v' 31' ROW LOT 64 (NP.) LOT 13 0.07 AC 10.07 AC - Ali 3040 SF 3094 SF IIYI ) MA HOL' LOT 63 LOT 14 0.07 AC 0.07 AC 1, 4 3040 SF SY27 (RI t 1)RF)1 3108 SF "rw[itAVN711M_l 41 LOT 62 = LOT 15 F z 0.07 AC 125"11IASFICCAP 0.07 AC IN ASA 51131-1' 3040 SF 3123 SF SOI, "I1WAS TCOR\FROF - W -- GRAND RVA R PI.A/A LOT 61QC 1.01 3 LOT 16 0.07 AC QC 0.07 AC 3040 SF Q 3137 SF LOT 60 I LOT 17 0.07 AC 0.07 AC 3040 SF 3152 SF LOT 59 LOT 18 0.07 AC 0.07 AC 3040 SF 3167 SF LOT 58 LOT 19 0.07 AC 0.07 AC 3040 SF 3181 SF LOT 57 LOT 20 0.07 AC 0.07 AC 3040 SF 3196 SF LOT 56 0.07 AC LOT 21 0.08 AC 3259 SF 3403 SF - - VIOLET WA Y - - -CURB RAMP (TYP) SEE DETAIL SHEET C26 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 0.12 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.12 AC 5077 SF 4458 SF 4451 SF 4444 SF 4436 SF 4429 SF 4422 SF 4414 SF 4407 SF 5095 SF I I I I I I I I I PARK l 0.10 AC 4336 SF �I �- ----- ---- ---- -- - ---- -- - ---- ---- -- J SI"Akt k MANHOLE. RIM:516.5_56' ORA'ND RIVER PLAZA 8" PA'C FNA" W:,,15N 3y' LCYI 15 A"1) V C INV F 515115` NOTA PART 11. vI'RIc f POI IND NO. 5 RC BAR S. FRANSFORNILR 1.1.5 AILLOVA PlAS`II( ONCONCRETE PAT) GNPL.5 NO 19598 TELEPHONE- ONSITE RENCHVIARK GRANT) RIVER PLAZA PMESTAL ELI V 5363,851 FLt:.SI I [-1)'[ 14 ("CYP.) NV[FI1THEOR0CND VIM A. PART' ` Ak sa.. SIAVIR Mi;N1101. JJ 81 PVC INV S 53 " a t.PV( INV SF: w', ? (IRANI)RfVFRPi.A7A No! APAR -I' n S 1.1.LC 11. ONCJNt PIT! .'AD �GII GR AND AND R1V'GItPLAZA 1,0'1';. 1NO1-APART Graphic Scale 0 20 40 80 In Feet: 1" = 40' O `- O O O N T co ": ,�,,,j �Q C0 ON CONCRLIt P1D 0 5 , CL 0 X C � -0O T7 i x �3,*N co a) 0O � r � rA 'r ;,c ,C kf l< tS AUt1U S. 1.l. Y *,PVt_'1Nv N ,.-1' i5' I'VCINV S, 4,3766' t I 6RNI) P(\V LR PLA. ,. , . '1'0 [ 9 LL nT ) p e r ` 4'% , _J, VlitAiPIC O I'1. A^ S1 ORYit R may' W c k 'rah �,.� ❑ �.� W I , NU? rA PAR'1 All OC: XX I PE: File: Frit Title: Site Plan Dwg No. C6 Of: 29 ": ,�,,,j IRiANSFORMIR ON CONCRLIt P1D 5 6KAND ILIA i R PLAZA x N=7f A PART v' ii sT - Ali I.RiIII POLI -SIORM Iii'` IIYI ) MA HOL' 1, 4 S81)'} '�,"AV SY27 (RI t 1)RF)1 "rw[itAVN711M_l JPV( IN IN 1, N:ti.;<.I.I;2' It WNDN( ....... F z INV S1 } k1,''7' 125"11IASFICCAP IN ASA 51131-1' SOI, "I1WAS TCOR\FROF GRAND RVA R PI.A/A 1.01 3 OC: XX I PE: File: Frit Title: Site Plan Dwg No. C6 Of: 29 .. _ J 1'1 I [401 -IND KE;L3:A6 LUT E7 WAPITI PARK, SL1H177\141OT< I tilt .I, Al �dUtt - RINE„ ,�n �'- NUT'APARl SI::N_•ERM NIRYl`C. --i Rt\ TV �i'I a• i Ln, UR ANGI` LOT I 1 b MI TAC_, PIPI: RJV:532I.89`1.84' �1 PI.ASLIf. (.,API S. NU. 8G4., NOT A PAR T INV W:5 ' t�'AI'I PI PARK SUBDIVISION VISfUN ;i[ P;A1LE 7 C ISEM1i[ IAC �F� - 8".INA ti 73� 181 -,<I CIR:ANf3 Rl1'I.R I'I ;',!%A R _ i2iSLF: 8' [N\ 5 53 I R, 121 ,51 (,1 <. -A IA, - -i-- STRAW WATTLE -_=-�\ - F'IJLE OFSlu �^-��� Oq , NOF , I'ARf ,IrLI I�t �r� f -' I)If(1I A - �� 'i rL.f (vi,1 RISPR I _ _ 1-- VEN I RISLR '1 Dd SIA" LIMITS OF DISTURBED ARE lZ4�\ '" i '� ` -...... :_} ° i t i. :%.- _. LDq LDA_ LDA_ lA II [lil I i21'TICS - 356,282 SF (8.18 AC) �� 9F �1 SF- -SFw x l S7 ):VF:R�\NI}ULE :- ,,-:_--.__..�- I2tYr��i,nairPVa7�yo _ t..,:.,� 1 �I Graphic Scale ) `F d 0 20 40 80 4" IN \ E ,jc� , 8' �F-J DB a - Pg- -LD93�=- ASF-9�'=IRA ^ tbn� DETENTION F I c tt l ,C I. N" 1" V '. 5324.1 F -SF - E! C C of SILT -- POND AND ON( i' 1 Pn Feet: 1"=4� - i rte: t WATER t1N1 RIVI I QUALITY I LOT 2 LOT 3,, 'LOT 4 LOT 5 - LOT 6 LOT -7 LOT 8 LOT 9 LOT 10 - D -" 11 (1 Rf PON S 0'O9 AG 0.0 TAC 0,07 AC 0,07 AC 0.07 AC 0.07 AC 0.07 AC 0.07 AC NOT r A I 1 P ' )F" Q11 SF 3104 5F. 3080 -SF ," 3056 30b7 SF 301.5. -SF. 5006 SF-- 3004 ,SF 3Q02- TRACT 1 I - O � ,I -m _ 0,25 AC _. 34 09 S3 _ INSTALL 7180 LF HICLE TRACK/NG PAD 2 OF SILT FENCE 4\Eii \t NIiCY ! - - 0) s 9_ s s s - W w Itl�.' d„ THOMAS JEFFERSON ROAD w w- N t" PA( CN\ N ,irk w IN w w w w - - Pet `, ,. ,S 'd:' �--. �, N \ �. LO C • m _ } -' A' .. WASHOUT AREA - E (n 0.0 45 OT • OT 66 ' .:` .� :RANDI?1VFRPI AY.�. (DO qT U) Ac Ac o.0 cR w 3 D.O9.gF _ �...,., - _ 31 Z8- :. 316- c r Vv _ _ s W W O S ? 6 V S I t4`CC)nI'vlf7Arc AI ION -.LO 43 w S !-\S6MFN'i PLR -. OT 46. OT' 65 0:07 C'---- -: ';� .07 AC A 7 AC REZ9C6PC;37� 023,5 0 97(CrIJP I ItOAD3,L�� ,3040 « ` .g�I E ASLMi'vI hIPJ r, c(1t r Aod, I II IP'l UE SC AST_tON IS _ �, ) , 0 's ' i � E.I I c 11.11, iN(UNCLIISt\E SF 3 T'PAiiIOR\1IR ADOITIONA1 1;TILf Il' S ARF- OT 4 `... 0 01• A7 iOOT' AC,i - S. #' 0.0 AC �. ON CON( RF l K1OR1MNI ND Y p �.. QO 7 SF 304 F - "304 ;#:: ,� '� (,RAND CZIA I K Pt.AL:+.. RE( UMl1I>ND-Ip-- •s- F 4 SF '~� se ' CUP s T SllO TRIS,N' - .• S 0 I Lf)I 8 P ASLNiL;iv"t 05� 4O' 9 Lr:.�1 [ Nt? I .1 i',1iT i • 0 .07 AC ,., 0OT AC ; 0 07 1 4 _ PAR( L t NO .3040 SF ---- -- - r 304 F 3 �AI(fEl �, wIwc NU'i A. PAR 'T �. .• W CUR L OT 5340 Z T. R L. ,LOT AC 007-.. ILi. _. -_ >R 3 63 SF ` 3040 SF SI':1ti[ P M ANIiULI': Q - .`V -W *i . ,k E , ,341 2 . ` - LOT OT OT,1,6.'=` \ (EAIL- - 72"�'.. AC '_ .� �-� � -� '. �'� - I _ L '�. .,5 3 � r I`i, 7., AC -- _ - 0.9 07 At Q :'. S O.D7 .:3�47(.G (� 4D SF .-:42673 SF 30 -.SF -- 31 SF "�sx _'� :'.h J I= Nco UI APAidi LOT 38 1 ;' O OT' SC,,,z rtn - LOT 6 AC "$ 0 07 17 tk e " �"' �dl L OT 4 30 SFLL v ,D SF - -.31 SFS is m - 3 SF-. w 345 S t 0) g 5 Q 0.0 a LOT 52- ; LOT --- .r - ,y o N 0 07 A 3 S � _ 0.07 "___' , .07 AC - ;S .. 0.07 A 4 IC Q 3104 SF - - - x g `t --I } i 1511 3 SIF 'Fr_. 3 --SF 6 \y O Of? \ K t s 534 - w ON ( ONCR1'tllli;'AT) W OT 36 s s -' " ' - INSTALL INLET PROTECTION ' - -- J r FOR ALL INLETS P , 31 AC - -6 - 0 T SF - •,cy. „ L.7 C . 1.) i%>^ t CrRnNU CLIA I RII LA''= �� -- ---_ - - - .r .. ,zt�:� MI O iU D 17 0.07 - ---'-- 0.07 AC ..:.S - O. C C_, V D W ff+ COT 35 5350 s g 7 AC OT 54 - _ LOT.. 20 313 0.07 0.07 AC D.0,7 AC o '^ ..... • 'n SF 40 SF :'; •.,g 31'96 - ; ggJ 'n i`^..... LOT 34"-_ '. S -. 55�,)i-. _ .-' I Z D7 AC `3 - - - - - ONCRETE WASHOUT AREA °? O 31 F LOT 5 LOT 56 L o 0.07' C y. 0.07 AC 08 -'.3 SF 3269 Sr N f• L:N LOT 33 CT 07 AC 3.. f 5 5 s S S 5 _3 g- _I H/CLE TRACK/NG PAD SF..._- _ - - VIOLET war - - - - 0 a` w w w w w w. w w w- V4 z 4 0.07 AC 3 Z r ' 12 IS�II`i_ I 5355 tNSi WV rc M ; 1 f -I �; ON( Rl'!: i' w ,�' GI D_ 6,1\'1C 31 L0T. 30 - OT 29 ' LOT 28 27 26 _ LOT, 25 LOT 2 LOT 2 {'iL;?ND'?It,'itP d ..,0.12 AC 0.10 AF 0.10 AK 0.10 SF 0.10 C 4.19 C - D422 SF 11Q C 7 SF tI'I,$ gF'' ` rt- 5077 SF -, 4 S S 3 2 �._ 4 f. LI.�'�'I NOT I `. PAR d 0 3 _ 0z.l TR)N 16 ow _ T. - - - �&� ,. I'li ft kNl)>011'I'Rc?I;ARTL;R _ - rIU� L1N. UiT{` �I II d A ," 11tI_Glitl l '- '- c ;1{.. LIM]N1 ic1 f_qP t:''ONG }s- �'� ,::, --- .- _. , - itl, - Job No. 2022-235.001 L ..,r --. -::<--_.- _•,.__. I,.I'�;IJI',Riit(t '+la ,<IL'll T-(l-\4MYfih1-. F'- .'i:.. 'V� _'rl.:`s(�ill I`Ui_ii ,-STORV1 Drawn by: JC O.G' BE'1.01V' GRUL''NI) - -OX AR(?t.#6 - II. >` ,, , _ _ -_.. .._ STRAW WA%TL£ _. - _.- ., - _ 1.R RL.L. N0. .33252 , •4I.r Al AIvlCOL[-: Print Date: 11/02/2022 -ti F Wl'R Mi N 110LI', {. __. li�'llf� ...�T ,. .. _. --- -- -- --- :.: II o RIA4:S;i(,u,p.# N�)Q -42'3_ E _ ,d„ , -:. .._ __. - f .' c - -.. -. ,J I 1 CL i g•' PVCINV 1':5360.58' `-,r.-- - .,' , ... 5360.[X' Lf h,d.'a • Title: RINI iii i_.. -I iNb' S1 n?' tU ND NO REhAR Y ' r§ 4 I' \Si I( ('AI, Erosion & 1�.\' tiE r5:, „ C 1.25° L,, r iI1 l-,GIBLF Sedimentation Control a i „__.SOUTffEASTC'ORNER01- - ----- ---- - ---- -� _ . _ - - -. z�.x -� - Plan 1404-14....._. ...__.._.._ SFWFR M\Nl101.1 ELI"IR](. �� I0(IND NO 5RLE3AR& - Dwg No. GRAND RIVLR PLAZA. RINI 5'0 'ro' 'ERANSIUR.MFIZ GRAND RIC[ R PI A7,t I*' 1'F 1 LUW f ( 1S'1IC �� LO1 16 8" PAC INd W , S_t, ON CONC IL.T?'TE P,AD Lc>'I l i CiRANG RIT I PLAYA CAP I 1 NO 14508 NOTAPAR-1' 8"IT\Cllv>1rC. rS.Ii' : Nt1TAPARI LOI`IS CElli'L[ONI:--� ONSIIIi13EN(11MARK ROT .A PART GRAND RR'F,R PLAZA PEDESTAL [ l I V - 536, h7 HAISIl 1 a Of: 29 -