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HomeMy WebLinkAbout1.7-6250 20 As graded AsbuiltsGRADING NO 7ES I. ALL GRADING SHALL CONFORM TO 7HE CITY OF BAKERSFIELD ORDINANCES 21. QUAN TT TIES FOR EARTH WVRK BE, TYPE mg CATCH BASIN VITH 3.6 �E AND STANDARDS PERTAINING TI, ERETO (2010 CALIFORNIA BUILDING CODE, EXCAVATION AND OVER EXCA VA TION - CU. YD. �-.. APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN PREWOUSL Y GRADED TOP UNIT BOUNDARY ACCORDANCE WITH Cl TY OF BAK 'RSf7ELD ORDINANCES. EMBANKMENT - CU. YD. CEN 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY JEWE CONTROL DURING GRADING AND CONS TRUC l ON TO INSURE COMPLIANCE QUAN 77 TIES ARE FOR GRADING PERMIT ONLY THE ENGINEER MAKES WITH THE PLANS, SPECIFICA IOONS AND CODE 107HIN HIS PURWEW: NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF LE. EXCESS OR SHORTAGE, 7HE CONTRACTOR SHALL CONTACT THE ENGINEER 3. TIME SOIL ENGINEER, DESIGN ENGINEER; AND BUILDING OFFICIAL SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SMALL NOT SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL. USE THESE CANT ?TIES TO BASE HIS BID ON. BERN 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI T IONS DURING THE COURSE OF 22. BUILDING PAD PREPARA T ION - SUBSEQUENT TO STRIPPING, IN FILL AREASy ALSO THE UPPER 12 INCHES OF MA TERIAL BELOW THE EXISTING GRADE SHALL BE OF P CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SMALL APPLY OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12" BELOW B COON TINUOUSL Y AND NOT BE LIMITED TO NORMAL N rORKING HOURS; AND 7HA T THE THE FINISHED PAD GRADE. AFTER REVIEW BY THE SOILS ENGINEER THE Top 12 INCHES OF THE MA TER/AL EXPOSED AT THE BO T TOM OF THE EXCA VA ]ION PR CON TRAC TOR SHALL DEFEND, INDEMNIFY,' AND HOLD THE OWNER, ARC�FI ►Ti�CT; AND THE ENGINEER HARMLESS FROM ANY SHALL BE SCARIFIED, M01S`7?JRE CONDITIONED, AND COMPACTED TO A MINIMUM � 9OX {� HC LIABILITY REAL OR ALLEGED, IN CONNECTION WTH THE THE If+IAXiMUM DRY- DENSITY PER ASTIR D15 57 PERFORMANCE OF *0RK ON THIS PROJECT, EXCEPTING FOR LIABILITY BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR ACCORDANCE WTH ITEM 20. THE ENGINEER. 23. PA VEMENT PREPARA TTON - GROUND SURFACES si-jou D BE SCARIFIED 5. THE GRADING CON TRA C TOR SHALL CONTACT ALL COMPANIES I! TH TNEL VE INCHES BELOW T FIE GRADING PLANE IN CUT AREAS OR T NEL W UNDERGROUND �FACILI nES PRIOR TO BEGINNING CONSTRUCTION AND INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPACTION VERIFY TTIE LOCH nON AND DEPTH OF ALL UNDERGROUND FACILI TIES, IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 95X OF THE INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, O!L AND GAS MAXIMUM DRY DENSITY AS OBTAINED BY ASTM TEST METHOD D1557 -78, LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY' FOR BURIED METHOD A, AND SHOULD EXTEIIID TO A MINIMUM DISTANCE OF 7N0 FEET LILIES NOT INDICA TED ON THE PLAN OR FOR INFORMA TION OBTAINED BEYOND THE OUTSIDE EDGES OF PAVEMENTS. FROM OUTSIDE SOURCES. (USA 1- 800-- 22i= -2SD0) 24. PRIOR TO COMMENCING ANY WQiRK N�' T I�IIN THE CITY RIGHT-OF-WAY TJ�fE` Ct7IV TRACTOR B. TIME GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL SHALL OBTAIN AN OVEN -STREf T PERMIT FROM T IE CITY PUBLIC WORKS DEPARTMENT: AREAS TO + OR -- a 10 FOOT, IF AN AREA SHOULD BE FOUND TO BE UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ENGINEER'S ES71MA TE FOR THE WORK PERFORMED Wt T HIN THE RIGHT OF WAY AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT, CORRECT THE GRADING AT NO COST TO THE OWNER. 25. ALL TTi'ENCi•,IES AND EXCA VA TONS SHALL BE CON TR S UCTED IN S7RICT COMPLIANCE Z THE GRADING CON T RA C TOR SHALL WATER AS REQUIRED DURING THE WTH THE APPLICABLE CALIFORNIA AND FEDERAL O. S. H. A. REQUIREMENTS AND OTHER GRADING OPERA n01VS TO PREVENT THE OCCURRENCE OF A DUST APPLICABLE SAFETY ORDINANCES: CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR NUISANCE AND SHALL PROTECT CURBS AND 07HER OBJECTS WHICH ARE T I�'ENCH SHORING DESIGN AND INS TALLA TTON. CON TRA C TORS SHALL OBTAIN APPLICABLE TO REMAIN. DUST CONTROL SMALL CONFORM TO THE SAN JOAQUIN O. S. H. A. PERMITS WHEN WORKMEN MUST E.NT�i' TRENCHES GREATER THAN FIVE FEET. REFER TO SOILS REPORT FOR ALLOWABLE LE VALLEY UNIFIED AIR POLLU TIOI CON TI4'OL DISTRICT REGULA T IONS 8. EXCA VA T ION - EXCA VA ICON SHALL CONSIST OF ALL EXCA VA TION 26. AT THE INITIAL CONS7RUC T?ON MEETING PRIOR TO GRADING AC Tt W TIES, ALL INVOLVED IN GRADING 7HE PROJECT AS SHOWN ON TFIE PLANS: EXCEPT CONSTI4UCTTON WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. ANY EXCA VA TIOIV SEPARA TEL Y DE5IGNA TED �4ND PAID FOR AS A SE'PARA TLS ITEM. 27. ALL CONSTRRUCTION E IP QU AMEN T SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WTH � THE MANUFACTURES SPECIFIEA TTONS THE WWK CREWS SMALL SHUT OF CONSTRUCTION 9. EMBANKMENTS - EMBANKMENT CONSTRUCT ON SHALL CONSIST OF EQUIPMENT WHEN NOT IN USE. CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARA 7IOf' OF AREAS FOR W1.11CH THEY ARE TO BE PLACED, THE CONSTRUCTION OF 2& THE [.Y� VR4CTOIR giALL C Y WTH TlSE � FOR A AAO A#71G4 Tiller AN QUALITY NPACTS DIKES W T HIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING (cmA00, JtWARY 14 2w2 RED, T wow LISTS TIC F�lLL00W WAS�I AS AND COMPAC TING c F' APPROVED MATERIAL N�! TIYIN SHE CONST RUCT ION A�IED AAA RE FOR CONST}4�CAW ACTI1ITIES N►TMN TIRE' SAN JDAQitAlIl VALLEY AS FOtLOwS• AREA iMYERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPA C TING OF EMBANKMEN T MA T ERIAL IN HOLES, FOR A. MAJ�ITA�IV ALL �IISTA�UCTi�I E T AS RE BY THE CONSTi�?UCTTON EMBANKMENTS, PREPARING SUB -GRADE AT TI-lE A/AIFACR' BAIVU�.S GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING B. SHi1T OF E T NMIEN NOT I tlSE' FOR EXENDO NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW PLACING S FMS OF Tlx: AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON Ti-IE C USE ELECTRIC E T FOUR CSI�?UCT10�I PLANS AND AS DIREC T LSD BY THE ENGINEER SHALL BE CONSIDERED AS LIEU tA�' IAESEt 0R G�S�' PONI E T. INCLUDED IN THE CONTI4ACT PRICE PAID PER CUBIC YARD FOR D. l.�IRTAlL �� � tIi Ti�G C��ISncTr�I E T EXCA VA TfON, AND N1? ADDITIONAL COMPENSATION WILL BE ALLOWED D4GIG PERKS t� f,t 0IR' �'X +'I�' AST POLLUTANT FOR SUCH WWK. COI TRA ITiAIIIS l AS 'SPARE - T -A�?" DAYS AS ffE'aARED BY Tip' SJVAPCO. 10. TIYE WORK EMBRACED HEREIN SHALL BE !N ACCORDANCE WTH THE E. EiMG�DifA4�At�E CC�VS�Ti9�I EMPL01�'ES Tt? OYg Lw SIItITIIE' T�? RETAIL EST �"!'IVTS T AffJ A LUNCH. STANDARD SPECIFIEA T IONS OF TIME STA TLS OF CALIFORNIA DEPART WEN T OF TRANSPORTA TION DA TED JUL Y 21307, INSOFAR AS THE SAME MAY 29. IF THE PRO "CT IS SUBXCT TO THE PROVISIONS OF THE NA TIONAL APPLY IN ACCORDANCE N9TF,I THE NOTES HEREON. IN CASE OF CONFLICT �T�Y THE STANDARD SPEC1f7CA TIONS AND ANY NOTES P Ot.LUTANT DISCHARGE ELIMINA T!'ON SYSTEM (NPDES), A NOTICE OF HEREON, TIME NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE INTENT" 000 TO COMPLY �TIY THE TERMS � THE GEAERAL PEI�MI T USED IN LIEU OF SUCH CONFLICTING POR77ONS SAID TO DISCHARGE STORM RYA TER ASSOCIA TED WTH CONSTRUCDON ACTIVITY SPECIFIER TONS SHALL APPL Y BU T NO T BE LIMI TED TO THE (NO ORDER NO. 99-08-D *V) MUST BE FILED WTH STA TE WA TER FOLLOWING: RESOURCES CONTR BOARD OARD IN SACRAMENTO BEFI�RE THE BE�NING A) ALL CONCRETE' SHALL BE CLASS "3 , USING TYPE H CEMENT; AS OF ANY CONST'�UCTION ACTIVITY COMPLIANCE WTH THE GENERAL IN ACCORDANCE WTH SECTION 90 AND SHALL HAVE AT LEAST FERMI T REOUIRES Tf �A T A STO M WA TER PQ L 77ON PfiEkENT I I 2500 PSI C PRESSI ME STRENGTH AT 28 DAYS. PLAN BE PREPARED, (SNPPP) ED, CON lINUOSL Y CARRIED OUT AND "BAD, B) ASPHALTIC CONCRETE' SHALL BE TYPE MEDIUM GRADED, AND AL WA YS BE A VAILABLE FOR PUBLIC INSPECTION DURING FORMAL 112 MAXIMUM AGGREGA TE, AND INTIMA TEL Y MIXED N TH 5 -6 112X CONS TRUCTI HOURS. ASPHAL T. NO R.A. P. (RECLAIMED ASPHAL T PA VEMENT WILL BE ) PERMITTED. 11. IN THE EVENT CONS7RUCTIDjI STAKING BASED � MdNTOSH & ASSOGYA TES' 30. DUST , QMM PLANS DRA WIINGS, OR OILIER DOCUMENTS IS PERFORMED BY ANOTHER CONTRACTOR SHALL OBTAIN A CONSTRUCI�'6N NOAnCA 1I01V FORM FIRM, MdN TOSH & ASSOCIA TES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY �' ARISING FROM THE USE OF SAID PLANSy APPRO IUD BY THE SAN JOAQUIN VALLEY AIR POLLUTION C01 V TR BOAR �' D DRAWINGS, OR 07HER DOCUMENTS. BEFORE 1TIE START OF ANY CONST�@UCTiON ACTIVITY 12. MCIN TOSH & ASSOCIA TES SHALL NOT BE RESPONSIBLE OR LIABLE FOR 3% -TC�+t, `M RYA, Mff P LU,TI fffICN77 UNAUTHORIZED CHANGES TO, OR USES OF INESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY , , -, GONTRACTt1 '' SHALL OBTAIN A NOTICE OF INTENT FRO THE STA TE WA TER MdNTOSH & ASSOCIA TES. RESOURCES CONTROL BOARD BEFORE THE START Off' ANY CONSTRUCTIOV AC77WTY. 13. ALL GRADING SHALL CONFORM 70 THE RECOMMENDA T1QNS CONTAINED IN, AND MADE A PART HEREOF THE PRELIMINARY SOILS REPORT 2. AN OPEN S FEET PERMIT SHALL BE OBTAINED FROM THE CITY t ?F BAKER�ELD PREPARED BY SOILS ENGINEERING, INC,, FILE NO. C3 -1 0260 DATED PUBLIC lW RKS DEPARTMENT FOR ANY WORK PERFORMED W TI�IN EXISTING AUGUST 7, 2003, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND S�PEC'1FICA TIONS, THE MORE ACCEPTED STREET RI6I T OVA" WA Y UNLESS SECURED BY A SIIBDIW510IV STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. AO?EEM ENT SECURITY BASED ON AN Af' 'ROaED EN WEER S ESTIMA TE FOR THE WVR1C PERFORMED I�►THIN THE RIGHT OF WA Y AND INSURANCE AS 14. UPON COMPLEliON OF GRADING AND BEFORE THE START OF REQUIRED SHALL BE PRODDED PRIOR TO ISSUANCE f�f` A PERMIT. CONSTTTi�UCTIOIV, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 3J. LANDSCAPE AREAS ARE TO BE GRADED TO I E MIl'VIMI�E EXCESS 15. THE SOIL ENGINEER SHALL REW W E ALL EXCA VA ?IONS PRIOR TO LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE BA CKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED AREAS OVER 2 DURING THE GRADING OPERA TONS THA T MIGHT AFFECT FOUNDA TION STABILITY SO RECOMI4IENDA ?IONS CAN BE MADE BY THE SOIL END ENGINEER. ABBREVIATIONS 16. ALL SLOPES GREATER THAN TI•IREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. EP EDGE OF PAVEMENT FS FINI�I SURFACE TC TOP OF CONCRETE OE O - DER EXCAYA1ION 17, IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSENTIALLY FL FLOWUNE FF AMSH FLOOR GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE CL CENTERLINE FC FINISH CONCRETE OF GRASSES, WEEDS ROCKS LARGER T I-IAN SIX INCHES IN DIAMETER, DEBRIS AND SOLUBLE SULT `'A TES IN EXCESS tom" 1000 PAR T S PER ELEVATION GB GRADE BWAK MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND �- EXIST. FLOIMJNE FP �S�D PAD CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND XTP EXIST. TOP OF PAVEMENT TP TOP OF PAVE�IIENT CAPABLE OF MAINTAINING SPECIFIED ELEVA TION TOLERANCES DURING PA WING OPERA TIONS. IMPfJiRTFD SOILS SHOULD ALSO MEET THE EXISTING GROUND CONTOUR FOLLOWING CRl TE'RIA. A) MAXIMUM X PASSING 1200 SIEVE . ...... .......................50 B) -f - IW5*5 Tj/A'rGR P MAXIMUM LlL�l1D LIMIT ...................... ............................ 40 C) MAXIMUM PLASIICI TY INDEX ........... .......................,.....14 D) MINIMUM R- VALUE ............ fp', T��" PROPOSED PAD ELEV. E) MAXIMUM EXPANSION INDEX (PER 2010 CBC). ...... 20 PSF 1 PROPOSED ELEVATION 18. CLEARING AND GRUBBING - REMOVE` ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETATION, 07HER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOUL FROM AREAS TO BE GRADED. ,, DIRECTION MID PERCENT OF SLOPE FOR DRAINAGE UNSUITABLE SOIL IS SOIL THAT; IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR C114L ENGINEER, IS NOT COMPETENT TO SUPPORT 0T HER SOIL OR S7RUCTURES, OR TO SA TISFACTORIL Y PROPOSED STORM BRAIN MANHOLE PERFORM ANY 07HER FUNCTIONS FOR WHICH THE SOIL IS INTENDED. CURB ONLY 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOIS71RE, AND UNIFORMLY -- ---- -- ,I SITTER COMPACTED TO AT LEAST 9OX OF THE MAXIMUM DENSITY PER AS7M D1557-78, UNLESS OTHERWISE NOTED. EXIST. CURB AND GU 11 R 20. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT ---- - - - ----- _ _ -___._ CENTE1RLME OF STREET INCHES` IN UNCOMPAC T ED THICKNESS BROUGHT TO NEAR THE CTP T IMUM MOISTURE CONTENT OR TO A MOIS77JRE CONTENT COMMENSURATE W hY .�.- _ _ _____ _ _ __.__ _ _ _,.. PROPERTY LINE / RIGHT-OF-WAY EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90X OF TIME MAXIMUM DENSITY PER AS 7M D1557-78, UNLESS SPECIFIED -- -- - -�-- -- -- PAD COMPACTION t M11 S O THERWISE. DIG T Call: TOLL FREE 1 -80tI- 227 -26� AT LEAST 'tVMO PAYS BEFORE Y+OU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA - ---- -- - - D STORM DRAIN TYPE mg CATCH BASIN VITH 3.6 �E OPEhNNG UNLESS 07HERWISE NOTED �-.. EAST. STORM BRAIN �- "'�"'"" -�■- """"r` ""101 --» UNIT BOUNDARY --- - - --� - - -*-r■ - 0■ �--- TRACT BOUNDARY A SECTION UNE NCH MA RK: OF CONCRETE MONUMENT IN LAMPHOLE AT THE ERLINE INTERSECTION OF STO(�CQALE HIGHWAY AND TTA AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) L DE SCR IPTIDN: A PORTION OF THE SOUTHEAST QUARTER OF SECT) ON 36, TOWNSHIP 29 SOUTH, RANGE 26 EAST, M.D.M.; BEING A SUBDIVISION OF A PORTION OF PARCEL 1 ARCEL MAP 10263 RECORDED IN PARCEL MAP 48, PAGES 59 --61. DJECT AREA: 2.76 ACRES P AREA: PREVIOUSLY GRADED t �C ��C (W iJ I� i I i i i I i KEY MAP SCALE: N.T.S. R/W 16.5' EXISTING EX. 5' BLOCKWALL SIDEWALK VARIES �- A j EX. LANDSCAPE �4 EXIS77NG o �� //� % %�► A. C. PA VEMEN T 4- MIN. 2X L PAD ELEVA 77ON -------- - - ---- EXISTING 2' CURB AND GUTTER SECTION rA"ft"*N 2Z HOR. SCALE 1`-20'0 1 FINISHED PAD .!�- TYPICAL ROUGH GRADING SECTION 5' SIDEWALK 3' SDfEWALK � s � , , , EASEMENT 2S 26 2Q 1O V MOT" RJE1JIi 8, I 8' , 14 W BA CKFILL UPON t 2' I B 12 -18 ,t Z COMPLETION OF WALL 2 Z 1 FINISHED PAD ---.,. 2% 2 I �r WALL, IF REQUIRED, W - BY SEPARA TE PERMIT Z ! 5' SIDEWALK 12" O RED 1' 5' SIDEWALK 3' SIDEWALK 3' SIDEWALK EASEMENT EASEMENT 10** PAD COMPAC ROUGH GRADE LINE LIMITS IS A T Q.3 BELOW FLOWLINE SECTION B 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1$" =- 20' FINISHED PAD VA TION PVC MITERED DRAIN OUTLET -SEE DETAIL "B" 3" DRAIN ORATE INLET WITH 3 FINISH SEE DETAIL "A" DRAIN GRATE 0.5� MIN. SLOPE PIPE GRADE _ t AT POSTIVE GRADE TO t 3" SMOOTH WALL DRAINAGE EMITTER. ! PVC PIPE (TYP.) 00 z „ 3 SMOOTH WALL GRAM .----- om __ ---- -- PVC PIPE ! T ,!'� Now- .fllgF..... ..r.....- . -. -.r. .- r- r�.�..yltyyl�..... �....�. •...r. . .r. ....r. . . . r. .r..-.- .- .- .-.- .r.- ---- --- - --. . .. .. t I � I--�- - --.•- w ae z R _ F' ° -' w 29 }- S w 41 U) • W ! 5' MIN. I z S- w 3 RAl ATE CA J t " " In :z W DETAIL A NO SCALE Q t cWi z Z O cr- 0- I � o GUM ED ------------------------ ............ r- . /. -r -. -------- ... ..........r.r.. ...�.Y.- r- ..k---- '-- ---- ...r - -- . q..� ♦... � - tJ 3 " DRAIN GRATE PVC MITERED DRAIN 3" PVC PIPE SEE DETAIL "A" D•S ° MIN. SLOPE PIPE AT OUTLET -SEE DETAIL "B" i ° POSTIVE GRADE TO Q - to 4m DRAINAGE EMITTER. PY p -Q I DRAIN p. _ .. mEI * ss z � ! 3 ,, DRAIN GRATE 3 MIN. (TYP.)-DETAIL B NO SCALE 4 � § I o GROUN SEE DETAIL "A" DAYLIGHT NOTE: z co ALL HOMES TO BE CONSTRUCTED °i r Y 4.5 i WITH SUBSURFACE LOT DRAINAGE MIN. �-_[ to t SYSTEM AS SHOWN. SYSTEM SHALL o .. BE INSPECTED BY CITY OF BAKERSFIELD m 12" 5' ELL BUILDING DEPARTMENT. 3" PVC PIPEJ 2 GRAVEL 10 PVC MITERED DRAIN PERFORATED PIPE OUTLET-SEE DETAIL "B" TYPICAL FINISH LOT GRAD AND DRA NO SCALE 10 20' 26' 26' 20' 1 8' o CL Z 4. i ?!-_I 18P 18' *! FINISHED PAD 12" 0VEREXCA VA TlON -J 12 OVEREXCAVA P, TS �E REMS�D S�C7)AN C/2 FAR fR01VT Y�1k9D t�iAD�JVG aj2Z I MIN. I 2-r SIDEWALK 3' SIDEWALK EASEMENT i ' ZJ `- 12" OVEREXCAVATION 12" OIiFREXCAYATXON (SEE NOTE 22) 10' PAD C noN if1; 5' SIDEWALK --� t 3' SIDE WAL 1Q' EASEMENT -4 ROUGH GRADE LINE IS AT 0.3' BELOW FLOWI.INE SECTION C HOR. SCALE 1 *"=20" 1 PAD LIMITS '/zi �I KEY MAP SCALE: 1 " =200' G.P. Nn_ 1:3-4nnnnniR i t� G a c� z 0 5 W 4 M111111 SCALE. 1" = 40' 20 OI 40 80 40 10 • MY 100" 5 2 - .,.►' - / / NIS vi J M AFL QI 15' 26 26' 15' Q t 5--.a CL Lo i --- �t cL 1 18 18 t FINISHED PAD 2 w F ooe 0101 FINISHED PAD t� w � �� e•.. 12 sr G VEREXGA VA TION 5 i SIDEWALK' 2 � 4 SEE NOTE 22� , PAD COMPA G TION 10" LIM1 TS ROUGH GRADE LIFE IS AT 0.3' BELOW FLOWLINE (-12" D IfEREXCA VA TION � (SEE NOTE 22) 5' SIDEWALK � J p' p q0 COMPACTION LIMITS �- REVISED SECTION �1 k_,2� REVISED TYPICAL ROUGH GRADING SECTION NO SCALE e 8, t 2' = --.... 2 I I 2z FINISHED PAD ti1IN. 5' SIDEWALK R 26' L.S. LOT 3' SDiEWALK EASEMENT � WKt.L MOT l�'dJ10Ea ( I 11' 12, 18' 2 BACKf7LL UPON COMPLETION OF WALL � 1 FINISHED PAD 12� MIN. 2*0% �. 26 s 26s \01# 1011 � f 18' 18' s CL � a i I 1 WALL, IF REQUIRED, BY SERA RA TE PERMIT. 5' SIDEWALK ROUGH GRADE LINE IS A T G.3' BELOW' f LQWLfNE 3 SIDEWALK EASEMENT SECTION D N.T.S. 2 PA 5, R/W 11, I EP EDGE OF PAVEMENT I EXIST. PAD 2- 24 2% ELEVA TION FL FL0WNE PAD CL CENTERLINE ELEVA ELEV ELEVATION 2: 1 SLOPE T ` 12 " 0VEREXCA VA TION G P a EXIS77NG A. C. PAVING 5' SIDEWALK'- SECTION H 0` SCALE: 1 "= 5' 2 Lw 5.61 -- TYPICAL FOR ADJACENT LOTS W TH AN ELEVA R RiN DIFFERENCE OF a i FT. OR GREA TER. FINISHED PAD t� w � �� e•.. 12 sr G VEREXGA VA TION 5 i SIDEWALK' 2 � 4 SEE NOTE 22� , PAD COMPA G TION 10" LIM1 TS ROUGH GRADE LIFE IS AT 0.3' BELOW FLOWLINE (-12" D IfEREXCA VA TION � (SEE NOTE 22) 5' SIDEWALK � J p' p q0 COMPACTION LIMITS �- REVISED SECTION �1 k_,2� REVISED TYPICAL ROUGH GRADING SECTION NO SCALE e 8, t 2' = --.... 2 I I 2z FINISHED PAD ti1IN. 5' SIDEWALK R 26' L.S. LOT 3' SDiEWALK EASEMENT � WKt.L MOT l�'dJ10Ea ( I 11' 12, 18' 2 BACKf7LL UPON COMPLETION OF WALL � 1 FINISHED PAD 12� MIN. 2*0% �. 26 s 26s \01# 1011 � f 18' 18' s CL � a i I 1 WALL, IF REQUIRED, BY SERA RA TE PERMIT. 5' SIDEWALK ROUGH GRADE LINE IS A T G.3' BELOW' f LQWLfNE 3 SIDEWALK EASEMENT SECTION D N.T.S. 2 PA 5, R/W 11, ROUGH GRADE SINE � EASEMENT I ��, I PAD GDMPAC110N gut WALK CURB AND GUTTER IS AT 0.3' BELOW T FLOWLINE % LIMITS SECTION rF SECTION E N.T.S. 2 HOR. SCALE 1 " =20' 2 SEE REVISED SEC7IOlAf C/2 FM fRANT YARD GRADVG t i a I FGEND ABBREVIATIONS I FINISHED PAD EXISTING � LAND, CAPE BLOCKWALL t EP EDGE OF PAVEMENT FS FINISH SURFACE 2- 24 ... 1 FL FL0WNE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE OAK T ` 12 " 0VEREXCA VA TION G P a EXIS77NG A. C. PAVING 5' SIDEWALK'- /I (SEE NO IE 22 PAD ELEVA 77ON �,.�- � 12N OVEREXC VA TION .� A=&T /AS4RA= PAD UK 1 �"'"""" 5.61 -- 3' SIDEWALK (SEE NO TE 22 EXISTING L6 EXlS7TNG ROUGH GRADE SINE � EASEMENT I ��, I PAD GDMPAC110N gut WALK CURB AND GUTTER IS AT 0.3' BELOW T FLOWLINE % LIMITS SECTION rF SECTION E N.T.S. 2 HOR. SCALE 1 " =20' 2 SEE REVISED SEC7IOlAf C/2 FM fRANT YARD GRADVG t i a I FGEND ABBREVIATIONS LINE NO. EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER - EXCAVATION FL FL0WNE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE OAK XFL EXIST. FLOWLINE FP FINSIHED PAD XTP EAST. TOP OF PAVEMENT CURB (BOTH EXISTING MOUND CONTOUR + FA& 5 A=&T /AS4RA= PAD UK fP.IMOO PROPOSED PAD ELEV. 5.61 P ELEVATION 0..315X DIRECTION AND PERCENT OF SLOPE L6 FOR DRAINAGE 0 PROPOSED STORM DRAIN MANHOLE L7 CURB ONLY N48701121.13" E CURB AND GUTTER EAST. CURB AND GUTTER CENTERLINE OF STREET PRtRTY LINE / RdGHT -OF -WAY -- -- -- PAD COMPACTION LIMITS ---- -- - - D STORM DRAIN TYPE "A" CATO i BASIN VATH 3.5' WIDE OPENING UNLESS OTHERVASE NOTED .. - __D EXIST. STORM DRAIN -� -■*- r-r- UNIT BOUNDARY .� �� .. �■•■ ! - -� TRACT BOUNDARY CONSTRUCTION NOTES: CONTINUE WALKWAY CONSTRUCTION, MATCHING EXISTING GRADE. O2 CONSTRUCT CASE "F" HANDICAP RAMP PER PER DETAIL "B'° ON SHEET 2. -mmar A SIDEWALK 2% MAX x FRONT EDGE SEE N OF SIDEWALK NOTE 7 d- low 5 -0" MIN SEE NOTES A) 10 AND 11 CASE F /00' 000 TO 2.35" CENTER Q (0) QO ER SPACING QO OO O RAISED TRUNCATED DOME PATTERN ON -LINE DETECTABLE WARNING SURFACE SEE NOTE 10 APPROXIMATELY 3/4' I 1/4» GROOVING DETAIL A _,. _ _ ____ _ 1 SECTION UNE LINE TABLE LINE NO. - TYP ca z� L1 19.60' N61'20'44.06OW iiACT BO AIDARY L2 49.25' RETAINING TRACT BOUNDARY L3 6.00' CURB (BOTH TRACT BOUNDARY L4 10.00' SIDES OF TRACT BOUNDARY L5 32.38' RAMP) low 5 -0" MIN SEE NOTES A) 10 AND 11 CASE F /00' 000 TO 2.35" CENTER Q (0) QO ER SPACING QO OO O RAISED TRUNCATED DOME PATTERN ON -LINE DETECTABLE WARNING SURFACE SEE NOTE 10 APPROXIMATELY 3/4' I 1/4» GROOVING DETAIL A _,. _ _ ____ _ 1 SECTION UNE LINE TABLE LINE NO. LENGTH BEARING DESCRIPTION L1 19.60' N61'20'44.06OW iiACT BO AIDARY L2 49.25' N36'31'56.420W TRACT BOUNDARY L3 6.00' N414'3938.87 0W TRACT BOUNDARY L4 10.00' N4820'21.13'E TRACT BOUNDARY L5 32.38' N05'32'07.21 "E TRACT .BOUNDARY L6 10.00' N41'39138.87 "W TRACT BOUNDARY L7 6.0011 N48701121.13" E TRACT BOUNDARY 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4!-0" PLATFORM (LANDING) AS SHOWN IN CASE A. THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B. OR C OR MAY BE WIDENED AS IN CASE D. 3, WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, NTH A 1' -O" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND FULL DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 8" FROM THE GUTTER FLOWLINE. 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. RAISED TRUNCATED DOME CURB RAMP - DETAIL "B" PER CALTRANS RSP ASSA CURRENT EDITI(NV SCALE: NONE R t' PAD ELEVATION I 961 PAD ELEVA 770& ..,o/ N.,,_ 2: 1 SLOPE SECTION rG SCALE: 1"=5'k,,.2 TYPICAL FOR ADJACENT LOTS W7H AN ELEVA T10N DIFFERENCE OF LESS THAN D.3Q FT. DEG T Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWA') DAYS BEFORE 1W DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA co 0 rn rn -- I 0 Q 0 z oO 0 w � � t J [ .�- w C) co J r- O LU t© +0 ch cv ce w y Q m � W Im1 z 0 cn 5 W ri r co � o W 3 r m e o v WOW D N 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER 0.45" TOP DIA UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WALL BE RELOCATED OR ADJUSTED TO GRADE BY THE M z cr < OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP .9" BASE DIA CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF �m 0 P0004 CURB APRON WILL BE AT THE CONTRACTOR'S OPTION, �0 zo UNLESS OTHERWISE SHOWN ON PROJECT PLANS. RAISED TRUNCATED DOME CURB RAMP - DETAIL "B" PER CALTRANS RSP ASSA CURRENT EDITI(NV SCALE: NONE R t' PAD ELEVATION I 961 PAD ELEVA 770& ..,o/ N.,,_ 2: 1 SLOPE SECTION rG SCALE: 1"=5'k,,.2 TYPICAL FOR ADJACENT LOTS W7H AN ELEVA T10N DIFFERENCE OF LESS THAN D.3Q FT. DEG T Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWA') DAYS BEFORE 1W DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA co 0 rn rn -- I 0 Q 0 z oO 0 w � � t J [ .�- w C) co J r- O LU t© +0 ch cv ce w y Q m � W Im1 z 0 cn 5 W ri r co � o W 3 r m e o v WOW D N H M z cr < mi 10 CL �m 0 P0004 �0 zo Ac cz w W W C � CC H I== co 5 "*00;0 ui in cn >co Sol a cd w 1.11 N G.P. N0. 13- 40000018 It 7 - P­,n, 77D a 31