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HomeMy WebLinkAbout05D1791CURB PAINTED WITH INSTALL FIRE HYDRANT ASSY. IN FORMULA WID-Y1 (YELLOW) \ EXISTING PLANTER AREA 15' EITHER SIDE OF HYDRANT / HYDRANT ASSY. PER CITY STDS.(WET TAP) RESTORE PAVEMENT, CURB &GUTTER TEL - - -- ------------------------- -- ------------- _ - - � T T EX4 TYPE 1 MH SAWCUT - II RIM 106.99 -NEW 1" METER AND WATERLINE _ REMOVE TREE ------10" SD----------------------------------------------- ( -------- ----- I- - IRRIGATION DEDUCT METER -- ------ -- - - --- ------ ------ - EX. LIGHT POLE ; 30 LF 6" PVC_ INSTALL 24' D/W ' SAWCUT. SEE EX. TYPE 1 CB SIDE SEWER PER CITY STDS. EX. TYPE 1 MH 48" CONST. NOTE 8 RIM 106.87 j @ 2.0 % MIN. MATCH TO NEAREST RIM 106.70 I JOINT INV. 99.79 F` j q� �� - ------loll s&------------------------------------- O r--------+------- - - -- -- - - --- - - - -- --- REPLACE SIDEWALK_ A. IN THIS AREA CURB PAINTED WITH FORMULA WID-Y1 (YELLOW) 5' EITHER SIDE OF DRIVEWAY TEL - 5' SIDEWALK t� --�---- __-- =-------------- ---- 12" WATER ELECTRICAL EX. LANDSCAPE / -- =--- 7 BOXES -------------------------------------------------1 29th STREET S.E. (SOUTH_ 356th STREETS -----N89057'45"W p" So-------- -- Ir - o SAWCUT. SEE_ CONST. NOTE 8. -' ___ 30 LF 6" PVC EX. LANDSCAPE SIDE SEWER @ 2.0 % MIN. 10" SS__ ___ - __ ______ -------- MA. STOP , - ti . y ,❑ �w (SIGN 85.50 1 ' i ` 84.3 c\j � 10g �' NEW MAILBOX 1 0 EW DRYWELL iCB #4 I �0� C3 RIM 106, 75 i 108�50 c� 1' .. HIGH W..�. ,0�' ----- HIGH W.S. -- ---- - �' E.104.00 i ----- \ C.O. ELEV. 107.50 RD R ELEV. 107.50 C.O. RD 24109.00 10%010 ! 20.50' 108.5U __ _.._ _ 108:50 _ I - - - - CO BUILDING B-___-r9'- BUILDING A ABANDONED N HEIGHT - 22 FT. HEIGHT = 22 FT. WATER PIPE AREA = 3122 S.F. vi "' 97 LF 6" VC 109 AREA = 3122 S.F. @ 0.5% IN. FF. ELEV. = 108 50 ! 109.00 � j - FF. ELEV. = 108.50 I 108.50 • 108.50 - - ' 10' T r -- ° % w 55°° -- -- - +► .. 1 � 9 109 00 NEW DRYWELL CB #3_ 4 RIM 106.75 C3 I.E. 104.00 97 LF 6" PVC @ 0.5% MIN. EXTRUDED -CURB 3 '� C2 __ -- 109 00 cf)T_ ' 108.50 rC I rn EDGE OF _ 108 50__-_ --' PAVEMENT EX. MAILBOX I I Q ® 1 NEW CONTROL STRUCTURE C3 W/ SOLI LOCKING LID RIM 108. 0 I.E. 105. 25LF8"PVC I ® BIOFILT ATION SWALE TOTAL L NGTH = 100 L.F. SLOPE = 1.0 % I ePROVID STUB OR KN KOUT -- - -- 60' R.O.W j Y U --_ � S 85.50' �J 7.03' 84.31' ----------------- I I -----BUILDING C (FUTU'RE)------- HEIGHT = 22 FT. 3 NEW INF. CB #1 -20'-- AREA = 2954 S.F. C3 RIM 104.13 j FF. ELEV. = 108.50 I.E. 102.70 I I •---29.81' 68 LF 8" DI pARCEL c I _FUTURE RIM 107.00 INV.105.50 - PARCEL 0 I I Qj I -i I -- i I I I BUILING D (FUTURE) HEIGHT = 22 FT. AREA = 2954 S.F. FF. ELEV. = 108.50 ------------I I I I I I I I I I I -------I ------- f N - - g -_ -- - 169.81' 1 N 890 58' 48" W NORTH 20 F 8" PERF. PVC 3 o W co N O 0 O PrA 5' SIDEWALK SITE DATA ZONING: R4 (MULTIPLE FAMILY RESIDENTIAL) LOT SIZE: 22,410 S.F. = 0.51 AC. (PARCELS A & B - PHASE 1) COVERAGE: 6,344 S.F. / 22,410 S F. = 28.3 % PARKING (PHASE I): REOUIRED 8 UNITS X 1.5 SP PER UNIT = 12 SPACES PROVIDED 18 SPACES SITE ADDRESS 304 29th STREET S.E. AUBURN, WA 98002 I o� UTILITY Z VAULT w w I ^ry COMPANY =i ST. S.E. O29TH z Z SITE O, w uw ui Li Z , c/i c/i c/i J m' LDESCFUPTION NOT TO SCALE SECTION 30, TOWNSHIP 21 N., RANGE 5 E. W.M. PARCELS A, B, C, D, LOT LINE ADJUSTMENT LLA0005-95, KING COUNTY RECORDING NO. 9504110148 LEGEND DESCRIPTION NEW EXISTING DATUM STORM SEWER SD- ------ SD -------- BM 7K (BRASS DISK) LOCATED AT INTERSECTION SANITARY SEWER SS----SS----- OF 29TH AND'C' STREET S.E. - ELEV. 107.03' MSL. WATER i/1f-- ------V1/- ---- (NAD 29) ROOF DRAIN RD- RD DETENTION VOLUME CATCH BASIN DRYWELL DRAINAGE AREA REQUIRED PROVIDED CONTROL STRUCTURE (IN CU. FT.) (IN CU. FT.) AC PAVING PARKING AREA 324 325 -� LANDSCAPING 135 - SPOT ELEVATIONS /xx.xx BUILDING A 157 253 BUILDING B 157 253 MANHOLE �) TOTAL VOLUME 774 831 TREE CONSTRUCTION_ NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN. INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE CONSTRUCTION ACTIVITY. 5. ONE -CALL (1-800-424-5555) FOR LOCATION OF UTILITIES (WATER, SANITARY SEWER, STORM SEWER, GAS, ELECTRICITY, TELEPHONE, AND TELEVISION) SHALL BE MADE PRIOR TO ANY ON -SITE CONSTRUCTION ACTIVITY. 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF AUBURN'S STORM SYSTEM OR ONTO ADJACENT PROPERTIES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. 8. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY OF AUBURN'S STANDARD DETAIL NO. TRSP-1. 10 CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5). 11 ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12 DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY OF AUBURN. 13 CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "CERTIFIED AS -BUILT REQUIREMENTS." 14 WHEN UTILITY EASEMENTS ARE REQUIRED, THE MINIMUM WIDTH SHALL BE FIFTEEN FEET (15'), DEPENDING ON DEPTH AND LOCATION, AND NO PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN A DISTANCE OF TEN FEET (10') OF SAID EASEMENT. 15 THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION AND BACKFILL DRAWINGS TO BE USED FOR THE INSTALLATION OF UTILITIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE STARTING CONSTRUCTION. 16 ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. 17 FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE FOURTEEN INCHES (14") WITHOUT ADDING NEW SECTIONS. 18 ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. 19 THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 35 PIPE. 20 BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 21 BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22 REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 23 ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 24 . PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. NOTE: PLANS APPROVED FOR PHASE I ONLY BLD 0680-95 L.)14 '1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: �? a W w U 00 w � J a � W W O U LLi I- Uj LL! L W F-- LLI Iz rr T LL1 4-, w ZQN J Y�C'7 U w 0 cr Q_ w J w w Ln w ur z 0 z Q LL_ WE ) LO Cy) -� AT 1 _ J 0)N w �,Z xZO w0m°Ca- :Dw co b m J cl: a_ Y W Y W U U Z ZZQ Q J Z Z Q Q m m Q I¢ O U_ O U) F_ F_ o L U U > Lu DATE 9/28195 DRAWN BCA CHECKED BCA PROJECT NO.95.005 SHEET NO ci OvT4D179,o EX. TYPE 1 MH(48" RIM 106.99 ----------10" SD------------------ ----------------------------- ________� I _ _ ______ ___ ____2_9thST_RE_E_TS_.E.(SOUTH356thSTREET) _ _ O__ -REMOVE TREE- - - - - INSTALL FILTER FABRIC CONSTRUCTION ENTRANCE 1 N 890 5745" W UNDER GRATE , o I I EX. TYPE 1 CB C2CID RIM 106.87Z7 EX. ELECT. BOXES I X. STOP IG N I I T tx IS- v j4 NEW DRYVVLL CB #4 C3RIM 106.75 i I.E. 104.00 I I I I I 7° I 1 97 LF 6" VC I @ 0.5% IN. I 2 FILTER FABRIC FENCL C2 I I I 1 I i I I I I I I i \ NEW CONTROL STRUCTURE C� W/ SOLID LOCKING LID RIM 108.50 I.E. 105.23 © TEMPORARY RETENTION POND W 0 Y cc 0T I I I I I I I I 1 I I I I I I I I co`L LF 8" I 0.4% S. ------ ------ ------------- ------ - } --- - +� -- I---__ 49_ LF-6"_ PVC_ ,., ------------�------- - @ 0.5%MIN °.oc' R FAA m I TP1 I BUIL SING B HEIGHT = 22 FT. AREA = 3122 S.F. 108 FF. ELEV. = 108.50 F1",,ER FABRIC Ur TO OEMAIN UNTIL °1 PA ING IS CO�APL I cp i I �o. NEW TYPE I C ' RIM 107.00 1. E. 105.55 I I Ds� U C j ------------------ 1 `------------------ F1QIRCEL A° 80 F 6" PVC @ 0.5% MIN. I 107 I I r 108 1 I I I I I ----------------------------------------------- 49 LF 6" PVC ---------107-- @ fl.5%-1b IN ------ - Opp BUILDING A HEIGHT = 22 FT. AREA = 3122 S.F. FF. ELEV. = 108.50 34 LF 8" PVC 0.4% .- ,�p S (b ' @ 4 /o , - 0 ---PIPE- T--T--------- -------------------------- 107---------- -- ---- ----------106--- • S----------------------------------------------------------------- -!SD- 2 - ---- -- - ---- --- --- ---- - --- -- - ---- - ---- - - - -- - 1 ---- --- ----- --- ------ ----BUILDING C (FUTUFtE}------ HEIGHT = 22 FT. 3 NEW INF. CB #1 AREA = 2954 S.F. C3 RIM 104.13 FF. ELEV. = 108.50 I.E. 102.70 I IQ� - -- -- - ----�- O�. I I I I I I I I I I I I I NEW DRYWELL CB #3 RIM 106.75 (,4 3 4 I.E. 104.00 97 LF 6" PVC @ 0.5% MIN. A C3 ANC PLACE FABRIC UNDER ROCK VDH&T #1 COURSE AGGREGATE_ ��20 OR 4" MINUS QUARRY SPALLS CONSTRUCTION ENTRANCE DETAIL 1 NOT TO SCALE RC LIM IT O CONSTRUCTION 2" x 2" DOUGLAS FIR AT 4' O C -�_ MATERIAL IN 8" x 8" TRENCH PHASE I NO.1 GRADE OR EQUAL ELEVATION FILTER FABRIC FENCE DETAIL n NOT TO SCALE FAHCE(L D I I I I ------t I �------------------ -----------t I I I I I I I i 2"CLASS B + TP3 -----I BUILDING D (FUTURE) I- TP4 A.C. PAVING 5-1/2" 1 /2" I HEIGHT = 22 FT. + ; 112" SLOPE CONCRETE AREA = 2954 S.F. TO DRAIN is , FF. ELEV. = 108.50 ------------I I I 0 ° e o. b°� L----------------- �� �p 4-5/8" MINUS -J \-COMPACTED SUB -BASE p' lb - CRUSHED ROCK = EXTRUDED CURB DETAIL 3 NOT TO SCALE 1 if = 20' A NORTH NOTE 0 ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPLETED WI THIN 15 WORK ING DAYS LEGEND DE ,RIPPTION NEW EXISTING STORM SEWER -------- SD---- --- SD ROOF DRAIN RD SPOT ELEVATIONS xx.xx CONTOURS--------------50 ------------ FILTER FABRIC FENCE x---x SOIL TEST LOCATION CATCH BASIN El CONTROLSTRUCTURE DRYWELL TREE i i UTILITY I Z' VAULT cr ui COMPANYI 1 29TH ST. S.E. O' Z I Z SITE O 0 LLi Lu Lu uw Z J cr: Cn Cn Cn U) m a m U o FILL PLACEMENT y���TY MAP IN PLACE FILL NEEDED 100 CUBIC YARDS CUT AVAILABLE ON -SITE 0 CUBIC YARDS NOT TO SCALE IMPORT MATERIAL NEEDED 100 CUBIC YARDS USE CLASS A FILL FOR IMPORT. COMPACT TO 90 % RELATIVE CC VIPACTION E CONSTRUCTION SEQUENCE 04?� WS ESs 1 . ESTABLISH CLEARING AND GRADING LIMITS. AUBURN, WA 98001 2 . INSTALL SILT FENCE. SEASONAL HIGH GROUNDWATER 3 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE ELEVATION - 99.0 FT MSL 4 . ROUGH GRADE BIOSWALE AND USE AS A TEMPORARY RETEN7'ON POND. DIVERT RUNOFF TO POND. 5 . CLEAR SITE, IMPORT NEW FILL AND PLACE BENEATH FUTURE BUILDINGS. 6 . GRADE AREAS (PER CIVIL PLAN) AROUND BUILDINGS A AND F e 7 CONSTRUCT NEW STORM DRAIN SYSTEM (CLOSE -OFF DRAINS TO INFILTRATION BASINS). 8 INSTALL FILTER FABRIC FENCE UNDER GRATE OF CATCH BA:;INS. 9 . COMPLY WITH "GRADING, DRAINAGE AND EROSION CONTRO . NOTES" IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 10 . FINISH GRADE BIOSWALE AND STABILIZE SITE. CLEAN SITE f ND STORM DRAIN AFTER FINAL SITE STABILIZATION. 11 . OPEN DRAINS TO INFILTRATION BASINS GDESC PLAN-140TES 1 WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIDR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2 THE RETENTION, SEDIMENTATION AND EROSION CONTROL F ACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS NEEDED TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILF Y OF THE PERMITTEE. 3 . FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT, THE TEMPORARY DRAINAGE CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION FROM THE TEMPORARY TO PERMANENT SYSTEM CAN BE MADE. 4 ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONS TRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM TH" CITY. SEWEELPLA"OTES 1 SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL, 2 LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3 . CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4 UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACKFILL, AND PAVEMENT RESTORATIOIJ. 5 ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHAL_ BE ADJUSTED TO FINAL GRADE AFTER QN FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH CITY OF AU-3URN'S STANDARD DETAIL NO STFG-1. WATERIUNE- PLAN- NOTES 1 . WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIC NS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2 LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 3 . CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERV CE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 4 ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 5 . BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS ARE TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS STORM DRAMGS P-LA1� OTES 1 STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 2 CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE :ONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3 ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT -OF -WA Y OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING S COMPLETE, IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. STABILIZATION CRITERIA 1 . ALL DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, THAT SUCH SCHEDULE IS NOT WARRANTED: • FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. • FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY 2 THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SWEEP ALL AFFECTED PUBLIC ROADS AS NECESSARY TO REMOVE MUC DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. BIOFILTRATION-SEED MIXTURE BLD0680-95 7►'1'� 12%SEASIDE COLONIAL BENTGRASS 8 Rio REDTOP THESE PLANS ARE APPROVED FOR 80%TALL OR MEADOW FESCUE CONFORMANCE WITH THE CITY OF APPLICATION METHOD MIX PER 1 000 SF AUBURN ENGINEERING DIVISION HYDROSEEDING 5 LB SEED MIX REQUIREMENTS. 7 LB 10-20-20 (N-P-K) FERTILIZER 50 LB WOOD CELLULOSE FIBER MULCH APPROVED BY: BROADCAST SEEDING 5 LB SEED MIX 7 LB 10-20-20 (N-P-K) FERTILIZER DATE APPROVED: 70 LB WOOD CELLULOSE FIBER MULCH 117 /g` .'o V r CIO ° Q `we ♦ V) Cu U ■� W Ln W _j �c z z O z W c U W CV W J a- G O U LLi Z W LJ W Q Q W uj uw ZQN -1=0 Ya- co U w o cr w Z O a 0 M 00 it 3; O z � I- N t N � X o m c o C5 C) u7 T �00 L1J o 0) J N Y rn Q w z �Xz0 W coa- CD m J O�Dw aowa�- 1 W Z Z V Q _I Q LL Z0J Q U O cr CC 0 0 F_ _zz CD Q O _ZzU 0QZ Q�^ VJ p w OJ w w N N 92 T U U U U z z <t a _j _j z z m m Q Q 0 0 }_ } z O ~ H U U w N DATE 9/28/95 DRAWN BCA CHECKED BCA PROJECT NO. 95.005 SHEET NO �rl! or D _1791 �C STREET S.E. I 112 PROPERTY LINE _ 110 (T Y P►GAQ 106 M, BUILDING B FF. ELEV. = 108.50 MAXIMUM W.S. ELEV. = 107.50 SECTION SCALE: HORIZ. 1" = 20' VERT. 1" = 2' FRAME & SOLID LID RIM 108.50 PARKING AREA I 112 PROPERTY LINE ---j 10.81' BUILDING A FF. ELEV. = 108.50 QEXISTING GRADE -1 ROW C.B. ADJUSTMENT BRICK MIN. TOP COVER W/ 21 "x 27" HOLE (6" THICK) 6„ 8" CAP RUBBER GASKET Z MIN. SHORT NIPPLE (LURE 105.23 - Lo BOTH ENDS) Q 1 8" PVC A.C. OR G.P.K. MANHOLE ADAPTER Qa = 0.140 cts _ DESIGN STORM - 6-MO. 24-H9. EVENT 18" PVC - SDR-35 - SLOPE = 0.4% Z co LOCATED IN NARROW SIDE � OF C.B. STD. TYPE II-48 C.B. f 34"x 40" W/ - 8"x 8"x 8" PVC TEE EXTENSION SECTIONS _ RUBBER GASKET JOINTS AS REQUIRED - 8" RUBBER GASKET PLUG W/ 1 - 3/4" DIA. ORIFICE CONTROL STRUCTURE DETAIL 1 NOT TO SCALE STANDARD TRAFFIC -RATED RIM 107.00 PAVING )JUSTMENT IIN ER W/ 21 "x 27" THICK) a4" X 4U' VVl EXTENSION SECTIONS AS REQUIRED CATCH BASIN DETAIL 2 NOT TO SCALE FRAME & GRATED LID 110 �\ SILT FENCE 108 DRAINAGE SWALE MAX. 3. 1 SIDE SLOPES (TYPICAL) 106 PERF. 8" PVC GD a a a I. E. 102.70 12" CLEAN WASHED �- ROCK (TYP.) 32" SECTION NOT TO SCALE D RIM 104.70 112 PROPERTY LINE 110 108 106 �ni� i nvu ui �w� SECTION B SCALE: HORIZ. 1 = 20 VERT. 1" = 2' PROPERTY LINE i SILT FENCE EXIST. SIDEWALK 29th STREET S.E. 3 EXTRUDED CURB C2 TOP = 108.50 BASE = 108.00 \ MAX.2:IGRASSED SLOPE �\ 3 : 1 GRASSED SLOPE BIOFILTRATION W.S. (1 INCH) POND ELEV. _ ' 14.91 SECTION - BIOFILTRATION SWALE Cl A8 SCALE. HORIZ. 1" = 2' / VERT. 1" = 2' RIM 106.75 FRAME & GRATED LID r 112 110 f: 106 X W 110 2 O U W T z U) 1. 108 W f— r SLOPE - W -2.0% W Z 0000 _____ ____ __ __________ _____ HIGH W.S. ELEV. = 107.50 --------------------------------------- - FRAMF_ & GRATED LID RIM 107.50 - - DESIGN STORM = 25-YR EVENT A a 1 ROW ADJUSTMENT p<<pip p BRICKS MIN. O PIPE INC 33" DI DRYWELL OR EQUIV. FI FV = in- 1 ROW ADJUSTMENT BRICKS MIN. TOP COVER W/ 21 "x 2, HOLE (6" THICK) U A.C. OR a a ap G.P.K. El ❑ El El El0ZA ❑ ❑ ❑ ❑ ❑ pip 17 0 ❑ El El El El20 LF 8" PVC \ [I El [I El El. " DIA. PERF. @ 0.0% DRYWELL APPROX. I. E. 102.70 G� . POR- 1 �00 a0 a El El El El ❑ ❑ ❑ ❑ ❑ as 0 0 0 0 0 0 0 0 0 0 0 o 0 1 El El El El o°o°o°000°o 00 000000_o ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ apa � � ❑ ❑ ❑ ❑ ❑ v ❑ ❑ ❑ ❑ ❑ as I ❑ ❑ ❑ ❑ ❑ 1 El El El 1 ❑ ❑ ❑ ❑ ❑ a ��p ELEV. = 101.00 a � Opp aoa apa CLEAN WASHED pYpp apa as as ROCK (TYP.) as 0 0 � � 0 INEILTFATlQIN -C-B-#1 INFILTRATION C1B-4f2 -------------------------------------------------- ---�------------------------------------------------------------ ------ HIGH G.W. ELEV. = 99.00 MSL INFILTRATION GALLERY DETAIL NOT TO SCALE ROOF DRAIN 6" PVC @ 0.5% MIN a ap 1. E. 104.00 aka 0 o 0 0 0 0 0 0 0 Jo 0 0 0 IL 17 a 0 36" DIA ADS PIPE o 0 0 0 LAID ON END > 0 0 0 0 (OPEN BOTTOM) 1 , 0 0 0 0 0 0 0 0 0 0 0 0 CLEAN WASHED ROCK (TYP.) a QDaaoa 0 17 W/ 24" DIA. HOLE a APPROX. a oa 60" 0 � ELEV. = 101.00 HIGH G.W. ELEV. = 99.00 MSL. DRYWELL DETAIL 4 NOT TO SCALE BLD 0680-95 a Y 0) Q W U) CU��Z 106 QW� crmcra W � w z<"' oo�w ��Q� J -J=O Y 0- co 104 F_ o Z o a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED- w ui w 0 Lo ca N r T T W W U U Z Z 4 0- a_ I m m Q Q O O � H H- o U U Lo i w w DATE 9/28/95 DRAWN BCA CHECKED BCA PROJECT NO. 95.005 SHEET NO. C3 OSD t7s"