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HomeMy WebLinkAboutR-382915!Li! V J W ry Q F- ry Q n ry Q U U .< CL 1, Fits .321, fild,OR ..As. KNOCKOUT 0 } 0 C- O 0 )k KOUT SEPARATE BASE IINTEGRAL LASE Yz E DIAMETER PIPE ALLOWANCES 0 O N W O z0 O O 42' C: E _ W 2 F:: hW- o t9 3 W o W U_ a 0 W !Li! V J W ry Q F- ry Q n ry Q U U .< CL �E M \ E a'N y CD �� c 0) 0 _ N CL 1, Fits .321, fild,OR ..As. KNOCKOUT 0 1- } 0 C- O o )k KOUT SEPARATE BASE IINTEGRAL LASE �-0 Q E DIAMETER PIPE ALLOWANCES Z N W O z0 O ~0 rn0 42' C: E _ W = a� �E M \ E a'N y CD �� c 0) 0 _ N CL GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. INLET 14 SKIRT a HANDLING STRAP-,_.., INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD OR APPROVED EQUAL. OVERFLOW PROTECTION HANDLING STRAP SEDIMENT COLLECTION MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 0.38 CM/SECOND DIMENSIONS: SKIRT: 24"x36" SOCK FILTER/SEPARATOR: 10" D x 24" L DISPOSAL REQUIREMENTS CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS CATCH BASIN INLET PROTECTION NOT TO SCALE SITE CONSTRUCTION DETAILS - 1, Fits .321, fild,OR ..As. KNOCKOUT R, } 0 L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE w5 ZZs E DIAMETER PIPE ALLOWANCES Z N W O z0 O WALL 42' t " _ W J PVC , MAXWUM O �'- ��a 0 =� ILLET 2 17, 0.35 W --� •_ • 2'. Q 0 i w a N f. ?" SK-Kfkt. 4a W ' PLAINCONCRETE O SECTION a� a •a 151 72� �a X CF 5S * 1, PRECAST WIITH RISF � � U Q D Uj V) Z W SOLID WALL PVC U ` a PR -i LF 4Yrll ,L PV ti = CO _ _ = CORRUGATED POLYETHYLENE W "k W • U STORM SEWER PIPE oy ONE 03 BAR HOOP FOR 6'RF.. G14T ack W WLU oY `'' Boz RWTA"ULjkft AW ' M z V ory v 1-4, 0- V Z 5; Q II n a 0 5 o aCD Q Y v Y Y U V cn m Y LLJ LOLO Ln NV.- W_ NW_ NC14 as o � 0 V_ Q co co er <�< © z M u7 0 N N CO iv E Q 0 Cn ra z O U Ln N W .C" r_ h LO N 0 0 0 N r � O L.L GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. INLET 14 SKIRT a HANDLING STRAP-,_.., INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD OR APPROVED EQUAL. OVERFLOW PROTECTION HANDLING STRAP SEDIMENT COLLECTION MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 0.38 CM/SECOND DIMENSIONS: SKIRT: 24"x36" SOCK FILTER/SEPARATOR: 10" D x 24" L DISPOSAL REQUIREMENTS CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS CATCH BASIN INLET PROTECTION NOT TO SCALE SITE CONSTRUCTION DETAILS - 9 NOTES 1. As aweptable allemadves to the xebar shown In the PRECAST BASE SECT1110Nyrs (placed wmrdinq to the Standard Sa caimscw *3 BAR H CORNED W MIN 3 MR, ISP, vire nth having a rdrilmurn are of 0.12 sqware Inches per foot hat be used wfth the minimum required mbar shown In the ALTERNATIVE PRECAST BASE SECTION- . Fire mesh shall not be placed In the knockouts. 2. The knockout diameter sha# not be greater than 2W. Knockouts shat have a wag tWc*ness of 7" mini a to .5' maximum. Pro+te a t. '° mirdmum gap between the. knockout it and ft outdcle of the . Air the pipe is Installed, 1111 the gap Ath Writ mortar 1n accordance Standwct Specitri 9-04.3. 3. The maximum depth frorn the finished grade to the lower pipe it-wert shalt I . The tram and grate must be Irrstaled with the iiange down,. 5. The Precast Base Section may have a rounded floor; and the his may, be Auped at a rateut 11424 or stvepef. 6. The opering shall he measured at the top 0f the precast base section. 7. All pickup hales shall be grouted MI alter the basin has been placed.. . AN grade drigs:and caste shal be set Ire mortar In accordant AAth Standard Spedlication .. 1, Fits .321, fild,OR ..As. KNOCKOUT R, ltj2Lffilt4 EACH fARECTION L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER PIPE ALLOWANCES 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , MAXWUM 41.125 f?" =� ILLET 2 17, 0.35 IFIIAVE AND VANS11 GlillATE --� •_ • 2'. 3W_.. 36 42" REIWORCED f. ?" SK-Kfkt. 4a W ' PLAINCONCRETE O SECTION GRAVEL KA a •a 151 72� �a SEPARATEBASE CF 5S * 1, PRECAST WIITH RISF � � U Q D Uj V) Z W SOLID WALL PVC U ` PR -i LF 4Yrll ,L PV ti CO CORRUGATED POLYETHYLENE W "k • STORM SEWER PIPE ONE 03 BAR HOOP FOR 6'RF.. G14T TWO #3 BAR HOCWS FOR IT HEI€ W Boz RWTA"ULjkft AW 1-4, Lai 9 NOTES 1. As aweptable allemadves to the xebar shown In the PRECAST BASE SECT1110Nyrs (placed wmrdinq to the Standard Sa caimscw *3 BAR H CORNED W MIN 3 MR, ISP, vire nth having a rdrilmurn are of 0.12 sqware Inches per foot hat be used wfth the minimum required mbar shown In the ALTERNATIVE PRECAST BASE SECTION- . Fire mesh shall not be placed In the knockouts. 2. The knockout diameter sha# not be greater than 2W. Knockouts shat have a wag tWc*ness of 7" mini a to .5' maximum. Pro+te a t. '° mirdmum gap between the. knockout it and ft outdcle of the . Air the pipe is Installed, 1111 the gap Ath Writ mortar 1n accordance Standwct Specitri 9-04.3. 3. The maximum depth frorn the finished grade to the lower pipe it-wert shalt I . The tram and grate must be Irrstaled with the iiange down,. 5. The Precast Base Section may have a rounded floor; and the his may, be Auped at a rateut 11424 or stvepef. 6. The opering shall he measured at the top 0f the precast base section. 7. All pickup hales shall be grouted MI alter the basin has been placed.. . AN grade drigs:and caste shal be set Ire mortar In accordant AAth Standard Spedlication .. I Ai AT ISE I,ATCH BASIN DIMENSIONS PRECAST (.;ATCfl �� M mmum, fir; PX-1WOOCiN Stet BASINWALL, 1, Fits .321, fild,OR ..As. KNOCKOUT R, ltj2Lffilt4 EACH fARECTION L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER S_MPS OR f �ilt7�f� 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , N 00 41.125 f?" =� ILLET 2 17, 0.35 Q --� •_ • 2'. 3W_.. 36 42" ? 4 SK-Kfkt. 4a W ' aiv11 O SECTION GRAVEL KA a •a _T---- 72� �a SEPARATEBASE INTEGRAL LASE CAST F PRECAST WIITH RISF � � U Q D Uj V) Z W rVE w I Ai AT ISE I,ATCH BASIN DIMENSIONS PRECAST (.;ATCfl �� M mmum, fir; PX-1WOOCiN Stet BASINWALL, BASE "fk "NJE S ` KNOCKOUT DISTANCE BETWEEN ltj2Lffilt4 EACH fARECTION L kA TER HICKNESS SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER t'WCRI� 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , N 00 41.125 f?" SUBGRADE TO BE COMPACTED PER 60. 17, 0.35 Q ENGINEER •_ M. 2'. 3W_.. 36 42" ? 4 �" NOTES I. No steps are required when he'19 ht i V or less. z. The bottom of the precast catch err cry be sloped to fadiftate dleanling. The rectangular tr"ame and grate must be Insi�I m*h the � vwc'l. The frame nay be cast mato the adlUSne tnt setoon. 4. Knockouts shall have a al t�ckness of 2" aininium to 2_57 iaATli rn- Provide a 1.b- rnink um gap between the k out wall and the +�lde of the pipe. After the p Is Instailled, fill the gap With joint rpt' In accordarice with Standard SIIort X4.3.. #d il dd ti hall be t I c I rdakWi r gsk yrs, err se rl �k r rr a n Standard can .. r ergts sr ss td.. s t i . �. X50.20 .� - i PUBUC WORKS CATCH 13�► / TYSM. F - 601.+ �► 3 ♦ O. PA ' MET MARCH 2008 12 6' 4. CD 5R � 18" e CEMENT CONCRETE VERTICAL CURB AND GUTTER NOT TO SCALE CONCRETE (DEPTH PER STRUCTURAL ENGINEER) 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE b '. V' o b' v .1> ... D. ° 00 16 0�0 0u 000 00 0 0 C'0X000100 0 080 0000 O O� . 18" SUBBASE LAYER OF WELL COMPACTED, CLEAN SAND AND GRAVEL (95% COMPACTION) FIRM AND UNYIELDING, WELL COMPACTED SOIL SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS. CONCRETE TRUCK APRON NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY HART CROWSER � „R 5 1/2" -112" RFINISHED GRADE to 4° NEW PAVEMENT � /4 REBAR io 1 a a 734" EXPANSION JOINT AT 20 INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE CONCR PAVING THREADED CLEAN-OUT I 3" BELOW PA LONG SWEEP WYE TRAFFIC NG 1 /2" 4"- 6" PIPE ALI.�r11�A"CI A c r T l PIPE MATERIAL WITH AXRJ� � E 01AM E �I CLASS ALL=.. i SOLID E DIAMETER t'WCRI� METAL C�€� � "ALL WALL CRUSHED ROCK BASE (CRBC) 0 (� PVC PVC r N 00 M Z 17 SUBGRADE TO BE COMPACTED PER to N HEAVY DUTY PAVEMENT SECTION Q ENGINEER •_ M. 2'. 3W_.. 36 42" ? 4 �" 4a W ' aiv11 O SECTION Y ._.► .... U 0 196 60 72� "r " r gsk yrs, err se rl �k r rr a n Standard can .. r ergts sr ss td.. s t i . �. X50.20 .� - i PUBUC WORKS CATCH 13�► / TYSM. F - 601.+ �► 3 ♦ O. PA ' MET MARCH 2008 12 6' 4. CD 5R � 18" e CEMENT CONCRETE VERTICAL CURB AND GUTTER NOT TO SCALE CONCRETE (DEPTH PER STRUCTURAL ENGINEER) 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE b '. V' o b' v .1> ... D. ° 00 16 0�0 0u 000 00 0 0 C'0X000100 0 080 0000 O O� . 18" SUBBASE LAYER OF WELL COMPACTED, CLEAN SAND AND GRAVEL (95% COMPACTION) FIRM AND UNYIELDING, WELL COMPACTED SOIL SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS. CONCRETE TRUCK APRON NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY HART CROWSER � „R 5 1/2" -112" RFINISHED GRADE to 4° NEW PAVEMENT � /4 REBAR io 1 a a 734" EXPANSION JOINT AT 20 INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE CONCR PAVING THREADED CLEAN-OUT I 3" BELOW PA LONG SWEEP WYE TRAFFIC NG 1 /2" 4"- 6" NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING &UTILITY PLANS AS "CO" B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400: IN PAVED, NON -TRAFFIC AREAS &SIDEWALKS -ZURN Z-1400 'HD': IN PAVED TRAFFIC AREAS, WITH A "SERVICE STATION" TYPE MANHOLE, OPW /126A-9 -DOVER CORP./OPW DN. -ZURN Z-1449: IN LANDSCAPED AREAS CLEAN-OUT DETAIL 2" (MIN.) COMPACTED DEPTH E Z LO c WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS.....00 O ° ° O ° WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS O C 4" (MIN.) L0 ROCK BASE (CRBC) 00 0 00 0 00 080 0.00 0 d 0 '001 a CRUSHED ROCK BASE (CRBC) 0 °0 00 0 r N 00 M Z 17 SUBGRADE TO BE COMPACTED PER to N HEAVY DUTY PAVEMENT SECTION Q ENGINEER RECOMMENDATIONS LLI - Lr) zo c� z L Lo Lo > 00 LIGHT DUTY O SECTION Y ._.► .... U 0 O U s "r U a � � U Q D Uj V) Z W U CO O W "k Boz Lai V Z 5; Q 0 � a 0 5 o aCD Y Y Y U V m Y Y LOLO Ln NV.- W_ NW_ NC14 as 0 V_ co co er <�< © z NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING &UTILITY PLANS AS "CO" B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400: IN PAVED, NON -TRAFFIC AREAS &SIDEWALKS -ZURN Z-1400 'HD': IN PAVED TRAFFIC AREAS, WITH A "SERVICE STATION" TYPE MANHOLE, OPW /126A-9 -DOVER CORP./OPW DN. -ZURN Z-1449: IN LANDSCAPED AREAS CLEAN-OUT DETAIL 2" (MIN.) COMPACTED DEPTH E Z LO /V i WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS.....00 O ° ° O ° WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS o 0 0 ° 0 0` oo 0 C 4" (MIN.) COMPACTED DEPTHo ROCK BASE (CRBC) 00 0 00 0 00 080 0.00 0 d 0 '001 a CRUSHED ROCK BASE (CRBC) 0 °0 00 0 00 N 00 M Z 17 SUBGRADE TO BE COMPACTED PER SOILS HEAVY DUTY PAVEMENT SECTION I ENGINEER RECOMMENDATIONS PAVEMENT SECTION PER GEOTECHNICAL REPORT - Lr) zo c� z PREPARED BY HART CROWSER Lo Lo > 00 LIGHT DUTY PAVEMENT SECTION Y ._.► .... U 0 NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT s "r PREPARED BY HART CROWSER 4" (MIN.) COMPACTED DEPTH E Z LO /V i WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS.....00 O ° ° O ° By: 6" (MIN.) COMPACTED DEPTH 61:�° o 0 00 0 0° ° 00 080 0 00 0� 0 0 0 ' CRUSHED ROCK BASE (CRBC) °0 00 0 • _ r-7 _ C� SUBGRADE TO BE COMPACTED PER SOILS 0 Z Li � ENGINEER RECOMMENDATIONS N 00 M Z 17 O 00 � � HEAVY DUTY PAVEMENT SECTION I I NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT Lo N Lr) zo c� z PREPARED BY HART CROWSER Lo Lo PRECAST CONr'nrrr tui c+T�n 6'-0" LONG GALV) TYPIC (1 } #4 CONT. WHEEL STOP DETAIL NOT TO SCALE NOT TO SCALE 4" CEMENT CONCRETE SIDEWALK 2" MIN (5/8" MINUS) CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CURB d a e a. a .' e 4 Q ' a e Q' a NEW PAVEMENT0 .° be A o GI - III III, o I A a e® I ( ( I a( - SIDEWALK DETAIL NOT TO SCALE R-38915 r oo ms RA E Z LO /V i By., Dote: By: Dote: By: Dote By: Dote LWA ! �r C' cn z 38950 p �� '`Fss,f /M M E.R�' 1p�A I 6/19/2015 0 N E Z LO t!1 C� U t? Lt? O N V O r z/ W v Z cn :I Y 0 Z Li � WN Q N to N N 00 M Z 2 N E Z LO t!1 C� U t? 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