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HomeMy WebLinkAbout6.9-315RAB AGREGATE BASE AC ASPHALT CONCRETE BCR BEGIN CURVE RETURN BM BENCH MARK CL CENTER LINE I EXISTING EG EXISTING GRADE EP EDGE OF PAVEMENT EX EXISITNG PC FINISH CONCRETE GRADEGRADE FF FINISH, FLOOR FG FINISH GRADE FL FLOWLINE FP FINISH PAD GV GATE VALVE HP HIGH POINT INV INVERT INT INTERSECTION MH MAN HOLE MON STREET MONUMENT PL PROPERTY LINE RW RIGHT OF WAY TBM TEMPORARY BENCH MARK TC TOP OF CURB TMH TOP OF MANHOLE TW TOP OF WALL ECR END CURVE RETURN PRC POINT OF REVERSE CURVE POC POINT ON A CURVE R# ■ i # 0_1 10 "1 A 0 E ELECTRICAL CONDUIT F FENCE LINE G— GAS LINE S SANATARY SEWER T TELEPHONE W WATER LINE — DIRECTION OF DRAINAGE ■ i # # 1. # - TREE LOCATION = — EXISTING IMPROVEMENTS 300.00 EXISTING GRADE PROPOSED GRADE X ]PRAINAGE MIN. OF ' SLOPE ON y PAVIMIN. OF NG .25 r r. O r + r: CURB GUTTE MIN. OF #,.... r ON GRASS #A, #.i' # 5800 NATHANIEL WAY, BAKERSFIELD, CA 93307 Kol 'Mr -v A� •X1111/ BASIS BEARINGS- THE BEARING OF N89000'51"W AS SHOWN FOR THE CENTERLINE OF NATHANIEL WAY PER PARCEL # ! t III 10606 ■ # AS RECORDED r.........! 8 PARCEL # ■ A ■ #, PAGE A i.., BASISWAS USED AS THE BEARINGS BENCHMARK USED-. THE TOP OF CURB LOCATED AT SOUTHWEST CORNER OF LOT } PARCEL MAP NO. 10606PHASE 1. (ELEVATION = 100. } �y, R # 1I� • ■ ! � ',, �1 iM VIII 7!1 Lill R ij, �L ■ W SII PROVIDECONCRETE C"URB DETAIL. & F"r, 1 =1 Off 1. JOINTS i AND AT CURVES, y Ir r..... 2. CONTINUE R ■ r.. THROUGH • EXPANSION ..... 3. BASE OF CURB BE SET ON COMPACTED #.: III ! x 4. TOOL FINISH ALL EXPOSED CONC. SURFACE. CONCRETE SWALE & A AL R r y I L i t !. '*... y A R APN: 499-583-12-00-1 PN: 499-583-3-12-8 ZONE- M-1 VACANT SITE AREA- 0.35 ACRES LEGAL DESCRIPTION: PARCEL 43 OF PARCEL MAP NO. 10606 PHASE } IN THE CITY OF BAKERSFIELD STATE OF CALIFORNIA. } COUNTY OF KERN, SITE ADDRESS: 5800 NATHANIEL WAY WILLIAM BATES D.1800 OAK STREET, SUITE DBAKERSFIELD CA f (661) 324-5739 G.R.C. PLUMBING 5800 NATHANIEL WAY BAKERSFIELD CALIFORNIA, 93313 } } 1 G.R.C. PLUMBING 5800 NATHANIEL WAY BAKERSFIELDr CALIFORNIA, 93313 (661) 487-5277 PROJECT ACREAGE - PROJECT SITE- 0.35 ACRES QUANTITIES - GRADED AREA: 0.35 ACRES FILL- 138 C.Y. "X" IMPORT- NONE EXPORT- NONE RUNOFF VOLUME: = 0.15 x ) V = DESIGN VOLUMN IN ACRE FEET COEFFICIENT — DRAINAGE . REQUIRED - (0.15)(0.95 x 15,200 S.F.IAC) . PROVIDED REQUIRED BUILDINGGENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA AND STANDARDS AND PRELIMINARY SOILS REPORT R DATEDKRAZAN 2. THE r DESIGN ING w: y DING yND rUCTION TO r i ANCE WITH ■+ LCONTROL SPECIFICATIONS,SOILS REPORT, AND CODE WITHIN HIS PURVIEW. 3. ! ACCORDANCE GRADING ! ! SUPERVISED i AS ENGINEERED GRADING WITH APP R CALIFORNIA ■# 1~11- CODE. # SURFACE #. i L# BE # APPROVED i i r R■# FACILITIES r EXCEPT AS WAIVED BY BUILDING ENGINEER,5. CIVIL R BUILDING GEOTECHNICAL L OFFICIAL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO L MINIMUM OF NINETY (90%) PERCENT MAXIMUM ■ ■ PER SECTION 3305 OF THE DENSITY ■ APPROVED CURRENT CALIFORNIA BUILDING CODE AND CERTIIFIED BY TESTS AND REPORT FROM ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED COMPACTED OPTIMUM # A BY AN APPROVED METHOD. rwt ALL FILL AREAS w.... L i...., CLEARED VEGITATION AND OTHER UNUSABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL LANTED WITH A GROUND COVER ■ ES TO R N INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. t� #,. i # r FILL i SHALL NOT �, YF w y i t y,, i O O ! VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.i 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISITNG i TERRAIN .y SLOPES TOWARD s OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND j i BENCHED SUPPORT iOr # ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY DEPTHTHE TOP OF EXISTING AND/OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM yw. -.. REQUIRED w t ■ OF CUT SLOPES TERRAIN r y #I!e r TOWARD OF CUT. i UNDERGROUND SERVICE ALERT R SHALL BE CONTACTED a+ DAYS PRIOR TO CONSTRUCTION (CALL 811) ! 17. I #. Or STREET PERMIT SHALL BE OBTAINED FROM BAKERSFIELD PUBLIC •i WORKS DEPARTMENT IF y r w ANY r PERFORMED 7 wR ! ACCEPTED .■ STREET RIGHT-OF-WAY. 1i# SECURED AN IMPROVEMENT AGREEMENT, . R APPROVED iiM w t AND SECURITY BASED xAPPROVED iRr ENGINEER'S ESTIMATE R WORK r ■ R .R......... RIGHT -OF i y SHALL Rr POSTEDPRIOR r ..; R wISSUANCE -::PERMIT. drawingThe GRADING"' PLAN as S�ovvn on this Is tiereby " pp... # ■ -1 Vff _ 4 Ai of :" g. BY- i RE0 lop JUN 0 r # A : ! r ! i A # ■ A #: ■ ■ ■ A 1 y t w w ! " • ',. * L :,,. ■ ■ � ! J,. t ■ w y r.; ! r y :' y ■ ■ R, ■ ! # r R ', i F1 ■ i # # 1. # - ! ! M y y - r r: r R. ■... A 1,: t ! L ! w ',, L L ! � A : # ■ -, r E # � # � ■ �,,; # z Z!! Y t i ■ i AA A A at # r ! r D m U) r r ■ r ! ! a R, ! Y A WW w. ! r I t # C co 1 # # ■ ■ # ■ i >r w # A A 1 L R Y 1 ■ A A A i ! ■ ...: R ■: r ! ! ! 11R 1 MM., # ■�. ! Ir..... 1IM it 1 L ■ : ! !. IF ! i L t Y 1 1 1 # � � # ! l � i ■ t � � L A BASIS BEARINGS- THE BEARING OF N89000'51"W AS SHOWN FOR THE CENTERLINE OF NATHANIEL WAY PER PARCEL # ! t III 10606 ■ # AS RECORDED r.........! 8 PARCEL # ■ A ■ #, PAGE A i.., BASISWAS USED AS THE BEARINGS BENCHMARK USED-. THE TOP OF CURB LOCATED AT SOUTHWEST CORNER OF LOT } PARCEL MAP NO. 10606PHASE 1. (ELEVATION = 100. } �y, R # 1I� • ■ ! � ',, �1 iM VIII 7!1 Lill R ij, �L ■ W SII PROVIDECONCRETE C"URB DETAIL. & F"r, 1 =1 Off 1. JOINTS i AND AT CURVES, y Ir r..... 2. CONTINUE R ■ r.. THROUGH • EXPANSION ..... 3. BASE OF CURB BE SET ON COMPACTED #.: III ! x 4. TOOL FINISH ALL EXPOSED CONC. SURFACE. CONCRETE SWALE & A AL R r y I L i t !. '*... y A R APN: 499-583-12-00-1 PN: 499-583-3-12-8 ZONE- M-1 VACANT SITE AREA- 0.35 ACRES LEGAL DESCRIPTION: PARCEL 43 OF PARCEL MAP NO. 10606 PHASE } IN THE CITY OF BAKERSFIELD STATE OF CALIFORNIA. } COUNTY OF KERN, SITE ADDRESS: 5800 NATHANIEL WAY WILLIAM BATES D.1800 OAK STREET, SUITE DBAKERSFIELD CA f (661) 324-5739 G.R.C. PLUMBING 5800 NATHANIEL WAY BAKERSFIELD CALIFORNIA, 93313 } } 1 G.R.C. PLUMBING 5800 NATHANIEL WAY BAKERSFIELDr CALIFORNIA, 93313 (661) 487-5277 PROJECT ACREAGE - PROJECT SITE- 0.35 ACRES QUANTITIES - GRADED AREA: 0.35 ACRES FILL- 138 C.Y. "X" IMPORT- NONE EXPORT- NONE RUNOFF VOLUME: = 0.15 x ) V = DESIGN VOLUMN IN ACRE FEET COEFFICIENT — DRAINAGE . REQUIRED - (0.15)(0.95 x 15,200 S.F.IAC) . PROVIDED REQUIRED BUILDINGGENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA AND STANDARDS AND PRELIMINARY SOILS REPORT R DATEDKRAZAN 2. THE r DESIGN ING w: y DING yND rUCTION TO r i ANCE WITH ■+ LCONTROL SPECIFICATIONS,SOILS REPORT, AND CODE WITHIN HIS PURVIEW. 3. ! ACCORDANCE GRADING ! ! SUPERVISED i AS ENGINEERED GRADING WITH APP R CALIFORNIA ■# 1~11- CODE. # SURFACE #. i L# BE # APPROVED i i r R■# FACILITIES r EXCEPT AS WAIVED BY BUILDING ENGINEER,5. CIVIL R BUILDING GEOTECHNICAL L OFFICIAL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO L MINIMUM OF NINETY (90%) PERCENT MAXIMUM ■ ■ PER SECTION 3305 OF THE DENSITY ■ APPROVED CURRENT CALIFORNIA BUILDING CODE AND CERTIIFIED BY TESTS AND REPORT FROM ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED COMPACTED OPTIMUM # A BY AN APPROVED METHOD. rwt ALL FILL AREAS w.... L i...., CLEARED VEGITATION AND OTHER UNUSABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL LANTED WITH A GROUND COVER ■ ES TO R N INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. t� #,. i # r FILL i SHALL NOT �, YF w y i t y,, i O O ! VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.i 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISITNG i TERRAIN .y SLOPES TOWARD s OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND j i BENCHED SUPPORT iOr # ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY DEPTHTHE TOP OF EXISTING AND/OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM yw. -.. REQUIRED w t ■ OF CUT SLOPES TERRAIN r y #I!e r TOWARD OF CUT. i UNDERGROUND SERVICE ALERT R SHALL BE CONTACTED a+ DAYS PRIOR TO CONSTRUCTION (CALL 811) ! 17. I #. Or STREET PERMIT SHALL BE OBTAINED FROM BAKERSFIELD PUBLIC •i WORKS DEPARTMENT IF y r w ANY r PERFORMED 7 wR ! ACCEPTED .■ STREET RIGHT-OF-WAY. 1i# SECURED AN IMPROVEMENT AGREEMENT, . R APPROVED iiM w t AND SECURITY BASED xAPPROVED iRr ENGINEER'S ESTIMATE R WORK r ■ R .R......... RIGHT -OF i y SHALL Rr POSTEDPRIOR r ..; R wISSUANCE -::PERMIT. drawingThe GRADING"' PLAN as S�ovvn on this Is tiereby " pp... # ■ -1 Vff _ 4 Ai of :" g. BY- i RE0 � JUN 0 1pu WILDING z z Z!! W 2 D m U) C co U. U. 0 ;, CL 10/12/17 DRAWN : RRG 010TR:Yi►le-W291:2 /for Obt667 4 mai vasament to, occvmmoddte lull Jog' depth max s/we, DATE: f 6. 0" min. 1.0- Lo W�77, S.Q. min. 0' 14 Rebar - 24 a C beffil: *V)% AW oidth, of wwrooaA, 2 -1L4, ROW, owdy vim, ed-fmy of vith, zaa dowance. hm bottom. of, concrete. SECTION A—A wplvao -Cob 4 guffor. INOIFS- < Q 1. N1 0r&*an0*i acrd mdt off 000610 to ft q0twe sectkns-0f,the sp'ed I '0§1ole of WOM4 Dept' , Of Wcofts. entitled for loy'sWims of �Mwk Ow pplwch &* , no 1 91 g removed - sW1 be smMut,d thi aft d fvm6wl as **lad b the, aly,6ginew., of 501 in 70, I'm and ia;citi ft.secUm behig snored IM. ng TAN."latkq, Stwd&d, W&WAvs- I hawfier knoNn as Standard emo Shaff�h#:U Sbo# *0 with, - Awh9 Phi or scare he RvIxement shag, coubm -to �j in, ab nerd krcgtrr I t. kAW6116018171s Z. A anwiUshet Parmlt� ftued by the 'City of Meis&d "k:� #w*s Doar*rmt, must acewwwy di work *Oh City, i0t-ofrwy'- SLOPE 5% AWAY FROM 000 n 54***, shaff be sftW0d � true to, grade and am, seefta f nxwum idw. as. delannimd by ASN meted d to 95Z 0 '& si pawW. ago kthgpowmant, it $actions bM re#aced may IW ex and with 4 of the M F, neer P -W., r y mr Utz tstd y y AM D-1557,40 o,depth of $-0- babi top of subgrada the, awMig, paws S!, $am omp. 020"from z the Wpl'of , ema0le, or as dwIled. Poasment pald� Shoff col7fam? A C67cret0:A0t-dyw- r shall potbim to thepe :the, & the 'aments"of 0i I d&d'�jWA=lkft$. f,�r minor concrete (man. cemm, t- t of Stan, 12, Curb 40d ptler &W body 6, qWpo sbaff, be poured s.qwvtel y, 505 lb, Concrete shaff contain no offAw un1w prkr wmmi not m4Wdhkv#),. co ( 5- i t foams shad be>surfocerl an Elle side pfd next to , � c wereleww:swiyof be kw lw IX �thkk after Forms 13" roteflnubwal 4�vw& *iw.wrooch Width zOW not exceed 6OX Of CMIMOA wd. subvv*: shall be wiled hainedetelyprkr 1 to ocamwt. as show w approved :p0hRl,shalt bo the bay vf such dehymimEw 6. Concrete shaft be troweled smooth, end tend there #Am a ik*l ft, ft uppraival from the, City Far tvl0F'qAww0 *Nth, kok*g -ma, b, eav d, offerw0h.4 d!6vtmv W*C$ shelf WIPA may be inaeased 16 60", mexho far f and M-2 rases +dere 111tor-M o imhbrn� opftuwof whi#e pqmt d hlo wAunes of semi-tuc* wd hier: use, wwwt., I e0ming to Me Slundard 4vdfiW='--1, lbe,canaete surface Shor cwf 4k kofJv moist 0: it the a , dil, mIcovow, qpr h*t mb dw: strafe 4ww 0PATW64 'rieex SLOPE mVtas notedatStw*d W#1:7-24,,or a -qrrovaO by ply Far 7. fxparrsiorr fints, ddl be conshcted, atboth of 44qproae*l Igo pkis, 2.0* d*, shad he #aced. ot effl'ter 04W000 W k*0 cw$&%w* i$pmWed pfflik t6 No c1►im0 $0001 or oNey 14W., - . , I and atlomazintrt4t Oros aecterf by the City Engaeer. IZ A0 pe -Ow of the .0*,lIwrod0. sW,be,M$lh&0 (anpole"t a rxglxo�w *11 Mr motalIV,56661 ewkW of preknved sups of y Wvved by the i al5l FAOrreer properly IFantage wdw Vw" edlrl:W4 reopt cw4Mwd `fhot:cor?form to the',rawk"806.1 Of the sa: T4*:69.1:A0rl use ofls ON 9AXOM* 81twd9li. Standard . 4wdkvlkk 45*t t M 9; lifi new is w= #o exist bog cmtrucledodl the.e�zWg crib and shaff be compOely, mmond and Otlen, '166 I % KAIKI 1 M KAIM and h ft Na wl. 06 WO robar.- as show I aawed for wwerdalmdtkmly ow P 1k 011� 0 co 12" COMPACTED SUBGRADE SLOPE 5 AWAY FROM 3.0 x 4.9'Q*lvcld*ftno-9 71 Sojift both *ftl �Sw Note 4, an DeAd $F -1D. FOUNDATION TYP. STANDARD COMMERCIAL/MULTI--FAMILY DRIVE APPROACH—TYPE N. SHM wa CITY OF BAKERSIFELD ST—14 CALFOFNA aw, Eak"Mmm Puax., wMS WARYM T TOP Of CURB ELEV. HIGH 51DE Of LOT 1110% SLOPE 5% AWAY FROM FOUNDATION TYP. 2 7 0 z F - 2-HOUP, CON5T. FINISH fLOOP, I I 351 z Lu z DATE: CIL 4' WIDE CONCRETE SWALE z DRAWN BY: 0' I uj PER DETAIL 2/GP-1 SCALE: IL Lu z < Q JOB NO. 01 IL 2017-1737C �j (E) 9' WIDE P.U.E. .j 0- SLOPE 5% AWAY FROM fL IL z 0 o 0 i CJ co ( CJ 1% MIN 2% 2% SLOPE TOP Of CURB ELEV. SLOPE of HIGH SIDE Of LOT 101.93 F.F. I 7 0 z F - 2-HOUP, CON5T. FINISH fLOOP, I I 351 z Lu fIN15H PAD FOUNDATION PAD ELEVATION TOP OF CURB ELEV. + I.GO MIN. TYPICAL LOT SECTION A -A PROPOSED BUILDING 7AII CMU FENCE 2:1 SLOPE 0.25% 1 % 90 --PE 5LOF FINISH PAD AM Rl - FOUNDATION PAD ELEVATION SLOPE 5% AWAY FROM SLOPE -5%AWAY FROM 7/ FOUNDATION TYP. FOUNDATION TYP. TYPICAL LOT SECTION B -B NT5 80.00' PL Z w � CL 00 Cf) 1% MIN C;004�? w SLOPE SLOPE 5% AWAY FROM FOUNDATION TYP. "_,</Q I I 1,9, U -j DATE: CIL 4' WIDE CONCRETE SWALE z DRAWN BY: 0' 5 PER DETAIL 2/GP-1 SCALE: 25' AS SHOWN JOB NO. 2017-1737C PERMIT NO. (E) 9' WIDE P.U.E. .j 0- SLOPE 5% AWAY FROM fL -j 0 o 0 i CJ co ( CJ 1% MIN 11% MIN - SLOPE SLOPE of LO 101.93 F.F. I 101.43 F.P. wJ4" 0 I % KAIKI 1 M KAIM ry 0 I SLo EPSP LOPE co 12" COMPACTED SUBGRADE SLOPE 5 AWAY FROM FOUNDATION TYP. fIN15H PAD FOUNDATION PAD ELEVATION TOP OF CURB ELEV. + I.GO MIN. TYPICAL LOT SECTION A -A PROPOSED BUILDING 7AII CMU FENCE 2:1 SLOPE 0.25% 1 % 90 --PE 5LOF FINISH PAD AM Rl - FOUNDATION PAD ELEVATION SLOPE 5% AWAY FROM SLOPE -5%AWAY FROM 7/ FOUNDATION TYP. FOUNDATION TYP. TYPICAL LOT SECTION B -B NT5 80.00' PL Z w � CL 00 Cf) 1% MIN C;004�? w SLOPE SLOPE 5% AWAY FROM FOUNDATION TYP. "_,</Q I I 1,9, EV CHARGER To 40 AMP MIN. C\l 2.5" ASPHALT CONCRETE OVER 4" CLASS 11 AGG. BASE OVER CL—EANAIR Lu 11 Y z 12" COMPACTED SUBGRADE AN POOUEV U.G. FEEDER TO MAIN a DISSCONNECT 0 67- Cq —CMU FENCE 2-1 SLOPE (E) ELECTRICAL SERVICE IN 4" CONDILIT (E)1" GAS SERVICE ASSUMED BENCHMARK TOP OF CURB=100.00 (E) STREET LIGHT ---y 1% MIN SLOPE Z w 0- 0 G.R.C. PLUMBING DATE: CIL 4' WIDE CONCRETE SWALE SCALE 1 =20' DRAWN BY: 0' 5 PER DETAIL 2/GP-1 SCALE: 25' AS SHOWN JOB NO. 2017-1737C PERMIT NO. (E) 9' WIDE P.U.E. .j 0- SLOPE 5% AWAY FROM 4' WIDE PEDESTRIAN EASEMENT -j FOUNDATION TYP. PER DOCUMENT #000216153043 0 i CJ co ( CJ 1% MIN 11% MIN - SLOPE SLOPE LO 101.93 F.F. I 101.43 F.P. wJ4" ASPHALT CONCRETE OVER ry 0 4"CLASS 11 AGG. BASE OVER co 12" COMPACTED SUBGRADE EV CHARGER To 40 AMP MIN. C\l 2.5" ASPHALT CONCRETE OVER 4" CLASS 11 AGG. BASE OVER CL—EANAIR Lu 11 Y z 12" COMPACTED SUBGRADE AN POOUEV U.G. FEEDER TO MAIN a DISSCONNECT 0 67- Cq —CMU FENCE 2-1 SLOPE (E) ELECTRICAL SERVICE IN 4" CONDILIT (E)1" GAS SERVICE ASSUMED BENCHMARK TOP OF CURB=100.00 (E) STREET LIGHT ---y 1% MIN SLOPE Z w 0- 0 O cf) M M 01) qq* 0 co 4. M (N .!D vL %I.- N� X Ca LL ce) 519 d- - 04 (D C? ,(.D 43 Cf) 00 0 ©°- a- 00 v- G.R.C. PLUMBING DATE: SCALE 1 =20' DRAWN BY: 0' 5 RRG SCALE: 25' AS SHOWN JOB NO. 2017-1737C PERMIT NO. (E) 9' WIDE P.U.E. 0 4' WIDE PEDESTRIAN EASEMENT PER DOCUMENT #000216153043 0 i co O cf) M M 01) qq* 0 co 4. M (N .!D vL %I.- N� X Ca LL ce) 519 d- - 04 (D C? ,(.D 43 Cf) 00 0 ©°- a- 00 v- gO-.—W R7WE-01-;%yv �f COMMERCIAL DRIVE AS DIRECTED C�, BY CITY ENGINEER PER STANDARD ST -4 OF Ch \�I�j SHEET GP -1 30' WIDE W/ 3 FOOT WINGS DATE SIGNED: w g. �v T-0.25%- qog SLOPE N w E M A GrNMDING PLAN SCALE 1 "=20' S CLIENT: G.R.C. PLUMBING DATE: 10/12117 DRAWN BY: RRG SCALE: AS SHOWN JOB NO. 2017-1737C PERMIT NO. 0 gO-.—W R7WE-01-;%yv �f COMMERCIAL DRIVE AS DIRECTED C�, BY CITY ENGINEER PER STANDARD ST -4 OF Ch \�I�j SHEET GP -1 30' WIDE W/ 3 FOOT WINGS DATE SIGNED: w g. �v T-0.25%- qog SLOPE N w E M A GrNMDING PLAN SCALE 1 "=20' S CLIENT: G.R.C. PLUMBING DATE: 10/12117 DRAWN BY: RRG SCALE: AS SHOWN JOB NO. 2017-1737C PERMIT NO. City Records No. GRADING PERMIT #19-40000032 (R DRAWINGFILE: 5800 NATHANIEL WAY SPA III STANDARD NOTES TO BE INCLUDED: NOTES: 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN AT LEAST24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND SIDWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ANY ITEMS IN PUBLIC ROGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND / OR UPGRADING AS PER CITY ENGINEER. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. EROSION CONTROL NOTES: Q FURNISH &INSTALL SILT FENCE. SILT FENCE MAY BE SUBSTITUTED BY WITH FIBER ROLLS Q CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA &CONCRETE WASHOUT. 03 FURNISH &INSTALL ANTI-TRACKOUT DEVICE. 04 INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN LEGEND: PROPOSED SILT FENCE OR FIBER ROLL PLACEMENT (0 I I PROPOSED SAND / GRAVEL BAG PLACEMENT DIRECTION OF FLOW ANTI -TRACK OUT DEVICE PROPOSED PORTLAND CEMENT CONCRETE BMP NOTES: THE BMP'S SELECTED ARE THOSE THAT WILL BE IMPLIMENTED DURING CONSTRUCTION OF THE PROJECT THE APPLICANT IS RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF THE BMP'S SELECTED ATTACHED DESCRIPTIONS OF THE BMPS AND THEIR APPLICATION AS ATTACHMENT A. SILT FENCE a✓ FIBER ROLLS STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION STOCK PILE MANAGEMENT a STABILIZED CONSTRUCTION ENTRANCE DEWATERING OPTIONS VEHICLE & EQUIPMENT MAINTENANCE VEGITATION STABLIZATION ANY SLOPES CREATED INCIDENTAL TO CONSTRUCTION & NOT SUEJECT TO A MAJOR OR MINOR GRADING PERMIT SHALL BE PROTECTED BY COVERING WITH PLASTIC OR TARP PRIOR TO RAIN EVENT, & SHALL HAVE VEGITATIVE COVER RESTABLISHED WITHIN 180 DAYS OF COMPLETION OF THE SLOPE AND PRIOR TO FINAL BUILDING APPROVAL. NO BMP'S NEEDED. ACTIVITIES ARE NOT CONSIDERED TO GENERATE POLLUTANTS DESILTING BASIN GRAVEL BAG BERM SAND BAG BARRIER MATERIAL DELIVERY AND STORAGE SPILL PREVENTION & CONTROL �✓ CONCRETE WASTE MANAGEMENT WATER CONSERVATION PRACTICES 0 PAVING & GRINDING OPERATIONS n SANITARY WASTE MANAGEMENT N WE S V 1_ 1,4f-% 1 1 If -%I N 11_ 1_ Y V/"% 1 SWPPP SITE PLANSCALE 111=20 0 M M M co U -6 N M mco t M� X Cu ■ o u- 0 LO vJ 4 r►.6.: N N M N r= -� (f1 0 .aG N t�f C 00 0 CL 00 w J G.R.C. PLUMBING DATE: J 10/12/17 DRAWN BY: W RRG SCALE: 2 AS SHOWN JOB NO. 0 2017-1737C PERMIT NO. Z Z Z 0 � m zQ W CL w CL U � Z� 0 00 w J wU.U F— U. F— U O W O o. 0 M M M co U -6 N M mco t M� X Cu ■ o u- 0 LO vJ 4 r►.6.: N N M N r= -� (f1 0 .aG N t�f C 00 0 CL 00 w G.R.C. PLUMBING DATE: 10/12/17 DRAWN BY: RRG SCALE: AS SHOWN JOB NO. 0 2017-1737C PERMIT NO. z 0 CD W SUBMITTED BY: �0 4ROE ESS/ p,tq D. L'jEXP. 9-30-21 * N C 2187 or C m- O DATE SIGNED: Zf' CLIENT: G.R.C. PLUMBING DATE: 10/12/17 DRAWN BY: RRG SCALE: AS SHOWN JOB NO. 2017-1737C PERMIT NO. DRAWING SHEET G P�3 wm 'r7 City Records No. GRADING PERMIT #19-40000032 (REV.) 3 OF 4 SHEETS DRAWING FILE: 5800 NATHANIEL WAY SPA NPDES NOTES BEST MANAGEMENT PRACTICES CAL GREEN REQUIREMENTS QUALITY CONTORUQUALITY ASSURANCE PLAN KEY NOTES: IN ORDER TO ENSURE CONFORMANCE WITH THESE PLANS, AND IN F11ACCESSIBLE ROUTE OF TRAVEL. MAX 2% CROSS SLOPE 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES 1. A CONSTRUCTION WASTE MANAGEMNET (CWM) ACKNOWLEDGEMENT FORM HAS BEEN ACCORDANCE WITH 2016 C.B.C. SECTIONS 1704 1705 & 1709 INSPECTIONS AND MAXIMUM 5% SLOPE IN DIRECTION OF TRAVEL USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL DEVELOPMENT ATTACHED TO PLAN SET. SHALL BE PERFORMED BY OR A THIRD PARTY INSPECTOR APPROVED BY (48" MIN. CLEAR UNOBSTRUCTED PATH OF TRAVEL) 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MAXIMIZE SEDIMENT TRANSPORT CONSTRUCTION PROJECTS/CERTIFICATION STATEMENT OUR OFFICE, AT THE FOLLOWING STAGES OF CONSTRUCTION. PAINTED WHEEL CHAIR SYMBOL PER DETAIL 5/SP-1 2. PER CRC SECTION R324.1, RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 CONSTRUCTION SHALL NOT PROCEED UNTIL THE CURRENT PROGRESSHANDICAP PARKING SIGN ON POLE PER ADA CODE MIN. 80" FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN HAS BEEN APPROVED BY OUR OFFICE. PLEASE CONTACT OUR OFFICE AT D VEHICLE TACKING OR WIND. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARD CODE, CHAPTER 4, ABOVE FINISH SURFACE PER DETAIL 1/SP-1. FROM THE PROJECTS AT ALL TIMES. LEAST 4 HOURS PRIOR TO REQUIRING INSPECTION. APPROVAL MAY BE 4 PAINTED LOADING AREA WITH 12" HIGH WHITE 3. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS SHALL DIVISION 4.4. SIGNED BELOW OR IN A SEPARATE LETTER. "NO PARKING" LETTERS. BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 3. PER SECTION R330.1, FINISH MATERIALS INCLUDING ADHESIVES, SEALANTS, CHAULKS, THESE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED IN 5 4" PAINT STRIPE FOR ACCESSIBLE PATH OF TRAVEL BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL PAINTS AND COATINGS, AEROSOLPAINTS AND COATINGS, CARPET SYSTEMS, CARPET ACCORDANCE WITH 2016 CBC SECTION 1705.3.5 ARE LISTED BELOW IN4" BLUE REFLECTIVE PAINTED STRIPES V-0" O.C. 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT DRAINAGE COURSES OR WIND. CUSHION, CARPET ADHESIVE, RESILIENT FLOORING SYSTEMS AND COMPOSITE WOOD ACCORDANCE WITH 2016 CBC SECTION 1705.2. LIST OF SPECIAL INSPECTIONS ©WITH PERIMETER 4"WIDE STRIP CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER PRODUCTS SHALL MEET THE VOLATILE ORGANIC COMPOUND (VOC) EMISSION LIMITS 1. FOUNDATION - PERIODIC SPECIAL INSPECTION PRIOR TO PLACEMENT POLLUTANTS. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARD CODE, CHAPTER OF CONCRETE: ❑7 60"x60" LEVEL LANDING 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR 4, DIVISION 4.4. HOLD DOWNS SITE SIGN NOTING ACCESSIBLE PARKING REGULATIONS AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING WATER. 4. PER CRC SECTION R602.3.4.1, ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, ANCHOR BOLTS ® PER DETAIL 2/SP-1 MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL OTHER2. SHEAR/FRAMING -PERIODIC SPECIAL INSPECTION [-9]DETECTABLEWARNING SURFACE PER DETAIL 5/SP-1 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE BE PRPOTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER PLYWOOD NAILING LEGEND: APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS 4, DIVISION 4.4. STRAPPING AS SPECIFIED BINS. STRONGWALL INSTALLATION DIRECTION OF DRAINAGE 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY 5. PER CALGREEN SECTION 4.504.1, ALL DUCT OPENINGS AND OTHER RELATED AIR OTHER STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGERS OF MATERIAL NOT BE WASHED INTO THE DRAINAGE SYSTEM. DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. SPECIAL INSPECTION IS NOT REQUIRED FOR 3000 PSI CONCRETE IF PROPOSED TREE LOCATION OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF STRUCTURAL CALCS PROVIDE FOR 2500 PSI CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TOA EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER 6. THE FOLLOWING ARE NECESSARY TO FULLFILL THE REQUIREMENTS OF THE 2016 CAL PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ====== EXISTING IMPROVEMENTS DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE GREEN CODE. THESE FORMS CAN BE FOUND ON THE KERN COUNTY BUILDING VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, INSPECTION DEPARTMENT WEBSITE UNDER THE "FORMS/ARCHIVE" LINK IN THE ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE ABBREVIATIONS: UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. „ SEISMIC -FORCE -RESISTING SYSTEM INCLUDING WOOD SHEAR WALLS CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY FORMS AREA. THESE FORMS WILL BE REQUIRED AT THE FINAL INSPECTION BUT MAY CL CENTERLINE REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. - BE INCLUDED IN YOUR PLAN SET FOR YOUR CONVENIENCE. WOOD DIAPHRAGMS, DRAG TRUSS, BRACES, SHEAR PANELS AND CO CLEAN OUT TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED HOLD-DOWNS. WHERE THE FASTENER SPACING OF THE SHEATHING IS 8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL RECEPTACLE TO PREVENT CONTANMINATION OF RAINWATER AND DISPERSAL BY WIND. A. CWM PLAN MORE 4" O.C. AND THE STRUCTURE IS LESS THAN 3,000 SQ FT SPECIAL (E) EXISTING SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, QLUES.IIMES, PESTICIDES, HERBICIDES, B. CWM WORSHEET INSPECTION IS NOT REQUIRED. {N} NEW WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE C. WORKSHEET WS -1 (N} NEW FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; TRAFFIC. THE CONSTRUCTION ENTERANCE ROADWAYS MUST BE STABILIZED SO AS TO D. WORKSHEET WS 2 (PERFORMANCE} OR WS -4 (PRESCRIPTIVE) TRASH ENCLOSURE STATEMENT: FERTILIZERS, VEHICLEIEQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL E. FINISH MATERIAL CERTIFICATES PARKING,TRASH ENCLOSURE, ETC. PER CITY OF BAKERSFIELD STANDARDS O.H. OVERHEAD DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN CGC 20% REDUCTION REQUIREMENTS: PL PROPERTY LINE CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE OR OTHER MEANS PP POWER POLE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A PLUMBING FIXTURE FLOW REQUIREMENTS SMH SEWER MAN HOLE SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED PLUMBING FIXTURES AND FIXTURE FITTINGS FLOW RATE REQUIREMENTS: POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, SO AS TO INHIBIT EROSION BY WIND AND WATER. a. WATER CLOSETS -1.28 GPF PER 403.2 CPC LANDSCAPING DATA: STATE AND FEDERAL REQUIREMENTS. b. URINALS - 0.5 GPF PER 403.3 CPC. VEHICULAR TRAVELED AREA 9. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS "I CERTIFY THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY C. SINGLE HEAD -1.8 GPM AT 80 PSI PER CPC. 2874 S.F. d. MULTIPLEE SHOWHOWERHEADS -1.8 GPM AT 80 PSI FOORR ALL COMBINED 1150 S.F. 40% SHADED AREA V!A SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ENSURE THAT 17' SHOWERHEADS DESCRIPTION: S.F. REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. e. LAVATORY FAUCETS -1.2 GPM AT 60 PSI 3' 3' 4-9x20 PARKING STALLS 648 RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE f. LAVATORY FAUCETS IN PUBLIC USE ARES - 0.5 GPM AT 60 PSI 10. GRADED AREAS ON THE PERMITTED AREA PREIMETER MUST DRAIN AWAY FROM THE FACE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, TO THE BEST OF MY METERING FAUCETS - .25 GALLONS PER CYCLE � � ^ -1 NOTE: OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED KNOWLEDGE AND BELIEF, THE INFORMANT SUBMITTED IS TRUE, ACCURATE, AND COMPLETE. I 9 ( I ( BICYCLE PARKING -PROVIDE 2 TOWARD DESILTING FACILITIES. AM AWARE THAT SUBMITTING FALSE AND/OR INACCURATE INFORMATION, FAILING TO UPDATE h. KITCHEN FAUCETS -1.8 GPM AT 60 PSI PER 403.6 CPC. c� BICYCLE RACKS FOR 4 BICYLCLES THE ESCP TO REFLECT CURRENT CONDITIONS, OR FAILING TO PROPERLY AND/OR OTHER j. PEDISTAL SINK FIXTURE MINIMUM FLOW RATE PER CGC 4.303.2 TO I ( ( PER CGC 5.106.4.1.2 W/ 3 FOOT 11. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PERMITS OR OTHER SANCTIONS PROVIDED BY LAW." BE 1.5 GPM @ 60 psi 7 ( CLEARANCE PER DETAIL 9/SP-1 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER I ( I SECURE RACKS TO CONCRETE W/ CREATES A HAZARDOUS CONDITION. ANYONE WHO IS INVOLVED WITH THE CONSTRUCTION PROJECT SHALL m 1/4"x 3 WEDGE ANCHORS 12. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND COMPLY WITH ALL APPLICABLE BEST MANAGEMENT PRACTICES (BMP) TO CONTAIN INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. OR PREVENT ANY ILLEGAL DISCHARGE OR STORM WATER POLLUTION WITHIN THE _z PROJECT BOUNDRY UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE 2.3 MIN. :2:E2 BIKE CAPACITY 13. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, BUILDING DIVISION INSPECTOR. 2.4 MAX. MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO 4'-0" 0.9" 13A5E DIA.MAX. N C\1THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 0.92" BASE DIA.MIN. SYMBOLS: o Q 14. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL o 0 0 0 0 0 -� ®--o-@ �- 0.45 TOP DIA.MIN. �T TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND Q o 0 0 0 0 0 0.47" TOP DIA.MIN. T STOCKPILED AT CONVENIENT LOCATIONS TO FACILITIE RAPID CONSTRUCTION OF BUILDING ELEVATION REFERENCE �000000000° o o ' ���' �- SHEET NUMBER SHEET NUMBER 0 0 0 0 0 0 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 0 0 0 0 0 0 0.9" BA5E DIA. MIN. 0.08" MIN. rn 0 0 0 0 0 0 m 15. ALL REMOVEABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH o 0 0 0 0 0 0.92" BASE DIA. MAX. WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORCAST EXCEEDS 40% A BUILDING SECTION REFERENCE o 0 0 0 0 0 A-1 SHEET NUMBER TRUNCATED DOME DETECTABLE WARNING PATTERN 16. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE SHALL COMPLY W/ CBC 11 B-705 z PER CBC 11 B-705 U SHAPE U SHAPE CIRCLE SHAPE FIVE LOOP WAVE STYLE USING AND EFFECTIVE EROSION AND SEDIMENT CONTROL TO THE MAXIMUM EXTENT z � 2.3" MIN. PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE rA**N DETAIL REFERENCE 5 DETECTABLE WARNING SURFACE ib N 2.4" MAX. SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT S-1 SHEET NUMBER _ PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. NOTE: 00 0.45" DIA. MIN_ 8 1. DETECTABLE WARNING STRIPS SHALL BE YELLOW r 0.47" DIA. MAX 2 BICYCLE CAPACITY RACK 17. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WASTE, SPILLS OR & CONTRAST VISUALLY WITH ADJACENT WALKING RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE 25 DOOR REFERENCE SURFACES PER 11B-705.1.1.3. 0.9" BA5E DIA. MIN. SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. ` 0.92" BA5f DIA. MAX. OWINDOW REFERENCE DETECTABLE WARNING SECTION 711 5 WALL REFERENCE 7 RESERVED .080 THICK ALUMINUM OR PORCELAIN ON PARKING STEEL ACCESSIBLE PARKING SIGN TO READ g, HIGH CHAIN LINK FENCE - 01 "RESERVED PARKING" WITH ACCESSIBLE SYMBOL W/ REDWOOD SLATS .080 THICK ALUMINUM OR PORCELAIN ON / AND " VAN ACCESSIBLE" (WHERE APPLICABLE). STEEL ACCESSIBLE PARKING SIGN TO READ p BOLT TO STEEL TUBE WITH 1/2" CADMIUM PLATED M4 KEYNOTE REFERENCE "RESERVED PARKING" WITH ACCESSIBLE SYMBOL BOLTS, NUTS AND WASHERS. LOCATED AT HEAD " " OF ALL ACCESSIBLE PARKING SPACES a" a� LJ4'. GROOVING DETAIL O VAN ACCESSIBILE NOTIFICATION SIGN MOUNTED ON POLE CENTERED ON H.C. SPACE WHERE OCCURS VAN ACCESSIBLE PARKING 4" WIDE HIGHWAY "BLUE" PAINTED - DIAGONAL STRIPING W/ REFLECTIVE GLASS BEADS AT ALL HANDICAP HANDICAP STALLS SLOPED LEVEL LANDING SLOPED TRUNCATED DOME PER 5/SP-1 8.33% SLOPE �_ 8.33% SLOPE U \ 3'-0" SQ. ACCESS NOTIFICATION SEE DETAIL 4/SP-1 RK G 9'-0" ..T.. 8'-O" DIM. TO CENTERLINE OF STRIPE TYP. GROOVES PER GROOVING DETAIL LANDING W/ 6'x6' CLEAR SPACE & SLOPES NOT EXCEEDING 2% IN ANY DIRECTION �--THE WORDS "NO PARKING" SHALL BE PAINTED IN 12" HIGH WHITE LETTERS AND VAN ACCESSIBLE (WHERE APPLICABLE). BOLT TO STEEL TUBE WITH 1/2" CADMIUM PLATED p BOLTS, NUTS AND WASHERS. LOCATED AT HEAD OF ALL ACCESSIBLE PARKING SPACES 2"x2"x0.188 STEEL TUBE EXTEND INTO CONCRETE FILLED PIPE 2'-0". PROVIDE WELDED WATERTIGHT CAP. IL: 8" DIA. STANDARD STEEL PIPE BOLLARD FILLED W/ CONCRETE PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE W/ (2) COATS OF WHITE PAINT. DRY BETWEEN COATS. TACK COAT PAVING TO CONCRETE LINE OF PAVING OR PLANTER COMPACTED EARTH CONCRETE BASE •'d. � � cry 3 PARKING SIGN DETAIL NTS 7 VAN ACCESSIBLE PARKING STALL "UNAUTHORIZED VEHICLES NOTES: PARKED IN DESIGNATED 1. .080 THICK ALUMINUM OR PORCELAIN STEEL ACCESSIBLE SPACES NOT SIGN WITH 1" BEADED TEXT. NOTE. Q� 2. SIGN TO CONFORM TO CURRENT STATE AND DISPLAYING DISTINGUISHING LOCAL CODES AND REGUATIONS. PLACARDS OR SPECIAL LICENSE 3. LOCATED AT MAIN DRIVEWAY ENTRIES IMMEDIATELY PLATES ISSUED FOR PERSONS ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE WITH DISABILITIES WILL BE (PER SITE PLAN). 0001 CURB RAMPS SHALL COMPLY WITH SECTIONS 11 B-406.2, 11 B406.3, & 11 B-406.5 CBC. TOWED AWAY AT THE OWNER'S 4. CONTRACTOR TO OBTAIN ADDRESS AND TELEPHONE NUMBER finlsW to rode and cross section with a Anal; trowded FOR RECLAIMING CARS AND APPLY TO SIGN WITH 1" BEADED EXPENSE. TOWED AWAY VEHICLES TEXT TO MATCH TEXT ABOVE. MAY BE RECLAIMED AT MY (=257 wd ane -eight (0125") inch per foot MY TOWING COMPANY, INC. STORAGE YARD OR BY TELEPHONING (123) 555-5555 7 VAN ACCESSIBLE PARKING STALL NOTES: NTS 1. Al work shall conform to the sections of the standard SEC77ON WITH bjui oQ . NOTE. Q� MAX. SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY z� ADJACENT TO CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT a082571.0' Min EXCEED ONE UNIT VERTICAL TO 20 UNITS HORIZONTAL (5% SLOPE). �� MAXIMUM SLOPE OF SURROUNDING AREAS SHALL NOT EXCEED - 2% IN ALL DIRECTIONS. 0001 CURB RAMPS SHALL COMPLY WITH SECTIONS 11 B-406.2, 11 B406.3, & 11 B-406.5 CBC. 25' and 5.5.'. The surface slid/ be SIGNAGE NOTE: ALL VEHICLE SIGNAGE TO BE IN PLACE PER CURRENT PER CBC 2016. ALL VEHICLE SIGNAGE IS REFLECTORIZED PER 1113-502.6.1 ACCESSIBLE NOTIFICATION SIGN NTS TRAFFIC SIGNS TO BE HIGHWAY STANDARD AND TO CONFORM W/ CURRENT STATE AND LOCAL CODES VAN ACCESSIBLE MIN. FINE $250 1 VAN ACCESSIBLE PARKING SIGN NTS MINIMUM FINE $250.00 PER CBC 11 B-502.42 VAN ACCESSIBLE VAN ACCESSIBLE SIGN (WHERE APPLICABLE) MIN. FINE $250 SIGNAGE AT PARKING STALL SIGNAGE AT PARKING STALLS 2 ACCESSIBLE SITE SIGNAGE NTS BLUE BACKGROUND TYPICAL WHITE OCCUPANT AND BORDER TYPICAL NOTE: IDENTIFY EACH ACCESSIBLE PARKING SPACE SURFACE BY PAINTING THE SPACE IN BLUE AND OUTLINING IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT OR BY OUTLINING THE SPACE IN BLUE AND OUTLINING A A 36"x36" PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A BLUE BACKGROUND LOCATED SO TO BE VISABLE TO A TRAFFIC OFFICER WHEN A VEHICLE IS PROPERLY PARKED. 4 HANDICAP PARKING ISA SYMBOL NTS CONTINUOUS RATED ASSEMBLY 2x6 STUDS @ 16" O.C. W/ 5/8" TYPE W GYP. BD. BOTH SIDES FROM FOUNDATION THROUGH ATTIC TO TOP OF PARAPET EV CHARGER --�� 40 AMP MIN. C\ ASPHALT PAVING U.G. FEEDER TO MAIN DISSCONNECT �r r (E) ELECTRICAL SERVICE - IN 4" CONDIUT (E)1" GAS SERVICE (E) FIRE HYDRANT W/ FLOWDATA a PROVIDED BY WATER PURVEYOR (E) WATER SERVICE a Buffer board as required 0 • Optional unless requited by City 60" PLAN SINGLE BIN ENCLDSUR sh enclosure See nate ll(u 4 .0" Qumper Lob 4.0' 3.0' .�- 1 / 10' E NOTES: by Solid Wate 1. Al work shall conform to the sections of the standard SEC77ON WITH attached with approved - CHAIN Caiifomiq Vqw mart of Transportation', gproved current concrete frstamrs; aftcard the fdlow�ng ganaazr note SHALLOW SUMP a082571.0' Min JOB NO. and am sectiar>, with coryractiv of 909 to a depth of k wadth. ft mNn#MM pad size to kslde face of 6.0'. Concrete Cap .1 Concrete shal be Om 3 and have a dump between 25' and 5.5.'. The surface slid/ be Bumper OA wim finlsW to rode and cross section with a Anal; trowded Pared 0.5' malas comers N ay cads wrdn grout 4. Comte shall be armed with a wNte-pigmented am*g (=257 wd ane -eight (0125") inch per foot 0 • Optional unless requited by City 60" PLAN SINGLE BIN ENCLDSUR sh enclosure See nate ll(u 4 .0" Qumper Lob 4.0' 3.0' .�- 1 / 10' E NOTES: be subixt to the City E*W wpvyd 1. Al work shall conform to the sections of the standard SEC77ON WITH spedkotkns entitled "Standbrd 4wh actions, State of - CHAIN Caiifomiq Vqw mart of Transportation', gproved current F 6Q" aftcard the fdlow�ng ganaazr note SHALLOW SUMP 2. S7rbr,Dade prepwilm shod be constructed kue to Brame JOB NO. and am sectiar>, with coryractiv of 909 to a depth of k wadth. ft mNn#MM pad size to kslde face of 6.0'. Concrete Cap .1 Concrete shal be Om 3 and have a dump between 25' and 5.5.'. The surface slid/ be and the 10' wade avec in front of them &W s1W finlsW to rode and cross section with a Anal; trowded Pared sm40th, and fiuOed with a broom N ay cads wrdn grout 4. Comte shall be armed with a wNte-pigmented am*g (=257 wd ane -eight (0125") inch per foot carr,md em pfA to Section 90-7.018 of the standard STORAGE YARD sped6catlons 5 Concrete sW contakn no odWvas ur pr/or whiten contok ws shaft be placed od*wt to the alley. cpproral is obtahned from the Aly � ��- � 6 /f my pia g promises or use of property accamuidtes � or generates srf ink nt refuse to require mare than four standard contakna% the City Engnear may retake w. occgoant to prom* and insto# a deI!bch k bin -box of sufficient cglwdty to hard ailed refuse �- Z. lletadra* bin refuse contaknars shill be placed on a o - concrete refuse contoker pad at grade level. 8, hie Wy Er*ear may regrdre an axfted structure mind detedg0t bin refuse containers ff they detwrok►e U an unenclosed bion to be muolly. e- Pared Surface 9. the bion eadosure may be constructed of concrete blank per deta4 on this stwdard, dwh-ft km per 2450 S.F. standard U-12 or other mater. Matarraf and i shall #a. 1.0' 10 t aw 3 6. ,ars 60" Two- P.CC. 14 bars IFIMM10 sT err TYPICAL SECTION WI TH STANDARD ►« 6/2/991 CONCRETE BLOCK WALL u,►Iuu 1 A JCU /��& HIGH CHAIN LINK FENCE 80-W PL 1 W/ REDWOOD SLATS X-- aoss 3 PCC be subixt to the City E*W wpvyd TYPICAL SEC77ON WITH 10. Refuse cantOw pads shah be constructed of 4" - CHAIN LINK FENCING thick concrete wffh w intw of comate bumper W SHALLOW SUMP crab on three We at least 80" In height and 60" JOB NO. BOTT'bM ELEVATION = 98.00 k wadth. ft mNn#MM pad size to kslde face of Cont >>� bas (t)p} Concrete Cap �mpey cvrbs sho# be 80'x 6,0: i9tie pow and the 10' wade avec in front of them &W s1W 6' x 8' x 16" concrete b/ock away tram the rear bumper airb at between one-sorteenth N ay cads wrdn grout � (=257 wd ane -eight (0125") inch per foot 2" x 8" buffer board STORAGE YARD if. inhere there is an aley abutthng the pram reface ws contok ws shaft be placed od*wt to the alley. 14 bar at 32" O.C. � ��- � 12. See detal ST -28 for gone detain � Paved Surface ^7 -� w. W=0- #a. 1.0' 10 t aw 3 6. ,ars 60" Two- P.CC. 14 bars IFIMM10 sT err TYPICAL SECTION WI TH STANDARD ►« 6/2/991 CONCRETE BLOCK WALL u,►Iuu 1 A JCU /��& HIGH CHAIN LINK FENCE 80-W PL 1 W/ REDWOOD SLATS f 6' HIGH CHAIN LINK FENCE W/ REDWOOD SLATS SEWER NOTE: 1. NO MANHOLE REQUIRED ON SITE AS DIRECTED BY THE CITY ENGINEER. ACCESSIBLE CURB RAMP W/ 1:12 MAX. SLOPE ASPHALT PAVING (E) 9' WIDE P.U.E. SCALE 1 "=20' 4' WIDE PEDESTRIAN EASEMENT g PER DOCUMENT #000216153043 9 COMMERCIAL DRIVE AS DIRECTED BY CITY ENGINEER PER STANDARD T-20 W/ 30' WIDE PLUS 3 -FOOT WINGS (E) CURB, GUTTER & SIDEWALK (2) 9'x22' OFF-STREET PARKING STALLS CONTRACTOR TO FIELD VERIFY LOCATION OF SEWER SYSTEM PRIOR TO EXCAVATION COMMERCIAL DRIVE TO BE CONSTRUCTED UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPT 80.00' PL (E) LIGHT ACROSS STREET STANDARD LOCATED -� CL NATHANIEL WAY N SITE PLAN SCALE 1"=20' W E S J G.R.C. PLUMBING DATE: J Q 18" DEEP / W SHALLOW SUMP / JOB NO. BOTT'bM ELEVATION = 98.00 / 2017-1737C PERMIT NO. z Z �S STORAGE YARD CRUSHED ROCK SURFACING 45 351 � m z -� J W=0- �- (9 o - W gzU) U PROPOSED BUILDING �- 2450 S.F. C� w 'r' INSTALL VAN ACCESSIBLE U PARKING STALL PER DETAIL U 7/SP-1 W 3 3 711 11O r///�I . 6 - EVERGREEN II (I CLEAN AIR® AN POOLIEV 2 O ,,... 4 9 GROUND COVER 5 9' 9' 9' 9' 91 5' 25' 4-.1 80.00' RWIMI Y 9 _ 9 _ _ 5° 0.250/6 . - SLOPE SLOPE SEWER MAIN f 6' HIGH CHAIN LINK FENCE W/ REDWOOD SLATS SEWER NOTE: 1. NO MANHOLE REQUIRED ON SITE AS DIRECTED BY THE CITY ENGINEER. ACCESSIBLE CURB RAMP W/ 1:12 MAX. SLOPE ASPHALT PAVING (E) 9' WIDE P.U.E. SCALE 1 "=20' 4' WIDE PEDESTRIAN EASEMENT g PER DOCUMENT #000216153043 9 COMMERCIAL DRIVE AS DIRECTED BY CITY ENGINEER PER STANDARD T-20 W/ 30' WIDE PLUS 3 -FOOT WINGS (E) CURB, GUTTER & SIDEWALK (2) 9'x22' OFF-STREET PARKING STALLS CONTRACTOR TO FIELD VERIFY LOCATION OF SEWER SYSTEM PRIOR TO EXCAVATION COMMERCIAL DRIVE TO BE CONSTRUCTED UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPT 80.00' PL (E) LIGHT ACROSS STREET STANDARD LOCATED -� CL NATHANIEL WAY N SITE PLAN SCALE 1"=20' W E S �r O co M Q C-)4 T-sM a� VL to L to X Y M ttf � t>0 0 M (jCq Cl) (0 O© O M uw J G.R.C. PLUMBING DATE: J Q RRG SCALE: W AS SHOWN JOB NO. 2 2017-1737C PERMIT NO. z Z �S Z � m z -� J W=0- �- (9 F. W gzU) U 00 C� w 'r' U U. U O W 11O a �r O co M Q C-)4 T-sM a� VL to L to X Y M ttf � t>0 0 M (jCq Cl) (0 O© O M uw G.R.C. PLUMBING DATE: 10/12/17 Q RRG SCALE: AS SHOWN JOB NO. 2017-1737C PERMIT NO. 0 SUBMITTED BY: �o Q?Q i SS/0491 D. G� r*� EXP. 9-30-21 ( ®, V.C21871n � OF C Ao DATE SIGNED: CLIENT: G.R.C. PLUMBING DATE: 10/12/17 DRAWN BY: RRG SCALE: AS SHOWN JOB NO. 2017-1737C PERMIT NO. DRAWING SHEET 4 OF 4 SHEETS C �--� 1,51( DRAWING FILE: Ci#y Records No. GRADING PERMIT #19-40000032 (REV.) 5800 NATHANIEL WAY P-1