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HomeMy WebLinkAbout1.7-7222 Ph 1-87222 PHASES 1 -8 AK RSFI LD, CALIFORNIA PERMIT NO. 13- 40000049 LEGAL DESCRIPTION: BEING A PORTION OF THE NORTHEAST QUARTER, LOT 2 OF PMW 04 -0357 OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. P 0 - GRADING QUANTITIES 3 QUAN7777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES 4 NO WARRANTY OF THE AN77CIPATED SHRINKAGE FACTOR. IN CASE OF i FUTURE APARTMENTS EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 7HE ENGINEER 5 1 SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT i I I;''� USE THESE QUANT777ES TO BASE HIS BID ON. 6 i �z 7 CUT 25,904 CY c 8 i FILL* (INCLUDES OVER -EX.) 14,891 CY 9 10 '; II FUTURE APARTMENTS 0 *FILL QUANTITIES ARE UN- COMPACTED �; NOT A PART 11 I; 1 GRADING PERCENTAGES ' lj 13 TOTAL PROJECT AREA TO BE GRADED 57.49 AC 100% ' �� BENCH MARK USED: A FUTURE APARTMENT AREA 18.34 AC 31.9% 14 TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE GRADING COMPLETE 18.44 AC 32.1% 03 15 I; i INTERSECTION STINE RD AND POPPYSEED DRIVE. SHEET f ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ i GRADING PROPOSED 20.71 AC 36.0% ■ JOE-' SHEET ® 1 i NO P �� ■ ■ ■ ELEVATION = 359.19 (C.O.B. DATUM) ABBREVIATIONS 17 ;' TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION - - -- EX EXISTING FUT FUTURE FG FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OG NATURAL /ORIGINAL GROUND EP EDGE OF ASPHALT CONCRETE PAVEMENT AC TOP OF ASPHALT CONCRETE PAVEMENT AB AGGREGATE BASE ASB AGGREGATE SUB -BASE CL CENTERLINE DWY or D/A DRIVEWAY OR DRIVE APPROACH FL FLOWLINE GB GRADE BREAK TOG TOP OF GRATE /CATCH BASIN INLET TOC TOP OF CONCRETE CONC CONCRETE BW BACK OF SIDEWALK TC TOP OF CURB BCR BEGIN CURB RETURN ECR END CURB RETURN PI POINT OF INTERSECTION �' �\� EC END CURVE PLANZ 99 ROAD BC BEGIN CURVE >.5 i4 � 13 ie Q 1� �� PIVC VERTICAL CURVE POINT OF INTERSECTION ®� POVC POINT ON VERTICAL CURVE PA CHECO RD. VC VERTICAL CURVE °Q ❑2�3 FA IRVIEW ROAD Q BVC BEGIN VERTICAL CURVE ❑❑ 24 20 ° EVC END VERTICAL CURVE LANE PRC POINT OF REVERSE CURVE 2FROADOO� 26 � A291N EDISON PCC POINT OF COMPOUND CURVE z7 0 zs 30 ^- ON THIS SHEET o � OSKIN RD. MAX MAXIMUM 0 35 36 31 MIN MINIMUM 34 McKEE RD. \� 32 TYP TYPICAL PU KIN EL or ELEV ELEVATION s ii9 = 0 CE ER a �� 0 BDRY BOUNDARY 0 4 a Q 2 URNO ROAD z R RADIUS L I L LENGTH 0 9 w o 99 G AF ACRE -FEET 80 10 N 11 p 12 s 0 SF SQUARE FEET sus -N- LF LINEAR FEET i� 16 EA EACH CY CUBIC YARDS ESMT EASEMENT RW RIGHT -OF -WAY SD STORM DRAIN CB CATCH BASIN SWR SANITARY SEWER VICINITY MAP MH WTR MANHOLE WTR NO SCALE G REQ'D GAS REQUIRED NOT A PART. SEE PHASE 1 GRADING PLAN PERMIT NO. 14- 40000021 SHEET No. INDEX 0 TITLE SHEET 20 GENERAL NOTES 03 NORTH ® CENTRAL a5 SOUTH 18 _= _--- - -_--� 19 20 21� 22 23 24 25 161'' 27 28 29 30 31 F WA pi` i� 7 11 �12 113 114 15 116 117 18 +� 23 Ij l,I� 19 20 21 I I' 22 8 7 16 t5 r3l2. 1 29 28 27 26 � I 1 25 I EXISTING GRADING I 1 I L� � � 9 _= _ - -- .ELLAN ,O T _ _ 24 �I I 1U 11 o — 9 \8 SHEET ....... ...ter � ■. SHEET 5 12 7 I6 LEGEND x 35.1 ASBUILT /AS- GRADED PAD ELEV. I l SEWER MANHOLE © SEWER CLEANOUT OO STORM —DRAIN MANHOLE CATCH —BASIN O CENTERLINE MONUMENT ------- - - - - -- PROPOSED STORM —DRAIN PROJECT BOUNDARY 18 _= _--- - -_--� 19 20 21� 22 23 24 25 161'' 27 28 29 30 31 F WA pi` i� 7 11 �12 113 114 15 116 117 18 +� 23 Ij l,I� 19 20 21 I I' 22 8 7 16 t5 r3l2. 1 29 28 27 26 � I 1 25 I EXISTING GRADING I 1 I L� � � 9 _= _ - -- .ELLAN ,O T _ _ 24 �I I 1U 11 o — 9 \8 SHEET ....... ...ter � ■. SHEET 5 12 7 I6 13 1� 14 5 _ 115 � 16 � 7 �\ 4 3 2 �1 I l I I 1' 12113114I15+�f6 \ 2 3 4 5 6 ' 1 \ 1 7 I s 6 ■■■■■■N 4 , 19 23 20 21 22 m; ; 1 2 3 4 5 r, ■M■ ~ 14:6 8 12 11 10 9 8 7 GRADING PROPOSED 1 2 3 4 5 6 7 9 +� 9 10 111 12 13 A1� 15 14 13 12 11 10 -------- - - - - -- -w I 'A EXISTING GRADING �GRADIN( VACANT LAND - EXISTING PADS TO BE P OOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) KEY MAP SCALE: 1' =200' I III i' ;III -N- GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND TO THE RECOMMENDATIONS CONTAINED !N, AND MADE A PART HEREOF.• 7HE PRELIMINARY SOILS REPORT PREPARED BY KRAZAN & ASSOCIATES., PROJECT NO. 022 -05079 DATED JUNE 27, 2005, AND ALL ADDENDUMS 7HERETO. SOILS REPORT LETTER PREPARED BY KRAZAN & ASSOCIATES., PROJECT NO. 026 - 13315, DA TED JULY 24, 2013. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUC7ON TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE 14i7H/N THEIR PURVIEW. 3. CIVIL ENGINEER, GE07ECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE N071FIED FORTY EiGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 7HE COURSE OF CONSTRUCTION OF 7HIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, • AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND 77-IE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM 77-IE SOLE NEGLIGENCE OF 7HE OWNER, ARCHITECT, OR THE ENGINEER. 5. 7HE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY 7HE LOCA77ON AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES 7HE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON 7HE PLAN OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES. (USA 1 -800- 227 -2600) 6. 7HE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, 77-IE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7 77-IE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING 7HE GRADING OPERA77ONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCA VA 77ON - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON 7HE PLANS, EXCEPT ANY EXCA VARON SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. 7HE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE 141774 THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDI T10N, INSOFAR AS 7HE SAME MAY APPLY iN ACCORDANCE WIN THE NOTES HEREON. IN CASE OF CONFLICT WITH 7HE STANDARD SPECIFICA77ONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLIC77NG PORTIONS SAID SPECIFICAT7ONS SHALL APPLY BUT NOT BE LIM17ED TO 7HE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS B" AS IN ACCORDANCE WIN SEC71ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHAL77C CONCRETE SHALL BE TYPE IS-, MEDIUM GRADED, 1/2" MAXIMUM AGGREGA 7E, AND IN77MA TEL Y MIXED WI TH 5 -7% ASPHALT. 10. IN 7HE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR 07HER DOCUMENTS iS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM 77-I£ USE OF SAiD PLANS, DRAWINGS OR 07HER DOCUMENTS. 11. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAU7HORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY MciNTOSH & ASSOCIATES. 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERE OF AND TO 77-IE RECOMMENDA71ONS CONTAINED IN, AND MADE A PART HEREOF, 7HE PRELIMINARY SOiLS REPORT (NOTE 1), AND ALL ADDENDUMS ]HERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, 7HE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 13. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY 7HE SOIL ENGINEER. 14. 7HE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING 7HE GRADING OPERA 7701VS THA T MIGHT AFFECT FOUNDA 77ON STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. IMPORTED FILL MATERIAL SHALL BE IN CONFORMANCE K17H 7HE RECOMMENDATIONS OF THE SOILS REPORT (NOTE 1) AND SHOULD CONSIST OF ESSEN77ALLY GRANULAR, SILTY SANDS W77H LOW EXPANSION P07EN77AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN FOUR INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. 17 CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETATION, 07HER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA TISFACTORIL Y PERFORM ANY OTHER FUNC77ONS FOR WHICH THE SOIL IS INTENDED. 18. ALL FILL TO BE COMPACTED TO A MIN /MUM OF NINETY (90X) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 19. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OP71MUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WTH EFFEC71VE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557 -78, UNLESS SPECIFIED OTHERWISE. COMPAC7ON SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOiLS ENGINEER. 20. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED W77H A GROUND COVER INDIGENOUS TO 7HE AREA AND MAINTAINED AGAINST EROSION. 21. EARTHWORK QUAN7777ES ARE BASED ON THE FREE FLOATING CONCRETE SLAB IN GRADE PER THE SOILS REPORT (NOTE 1). QUAN7177ES FOR EARTHWORK CUT 25,904 CY FILL* (INCLUDES OVER -EX.) 14,891 CY *FILL QUAN1111ES ARE UN- COMPACTED EXPORT TO BE USED IN OTHER PHASES. QUAN7777ES ARE FOR GRADING PERMIT ONLY THE ENGINEER MAKES NO WARRANTY OF THE AN77CIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, 7HE CONTRACTOR SHALL CONTACT 7HE ENGINEER SO 77-IAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANT777ES TO BASE HIS BID ON. 22. BUILDING PAD PREPARA77ON - REFER TO SOILS REPORT (NOTE 1). 23. PAVEMENT PREPARA77ON - REFER TO SOiLS REPORT (NO 7E 1). 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST EN7E -R TRENCHES OR EXCA VA 77ON FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR 7HE DIVISION OF GAS, OILS AND GE07HERMAL RESOURCES (DIVISION) TO INVES7I6ATE THE COND177ON OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, 7HE DIVISION SHALL FURNISH 7HE NECESSARY SPECIFICATIONS TO 77-/E PROPERTY OWNER. 26. AT THE IN177AL CONSTRUCTION MEE77NG PRIOR TO GRADING ACTIW77ES, ALL CONS7RUC77ON WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. pavemen, areas should be -loped a minimum of ] percent and drainage gradients maintained to c-arry� ail Surface Watcr :u cullcction faciFties and off -site, These grades s;Zoul:i be :- na :ntai ned for the life of the Izrn i ec .. Foundations The proposed stractures nra} be strpparted on a sza'low• foundation system bearing on undisturbed native soil or on Enainecrctl Fill. 5 :read and continuois ivut,n�s can ',.in :Ies- -i-ned for :he follo,.inu maximum allowable sell bearm- pr-essu-es: Load Allo -cable Lu d SOILS REPORT RECOMMENDATIONS 1,Sf}U psf - -- - - -- D22-d -Plus -Live Load THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY KRAZAN AND 27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND ASSOCIATES, INC. FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY MIlIGA11NG A/R QUALITY IMPACTS (GAMAQ!), JANUARY 10, 2002 OF THE SOILS REPORT. REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES 0.5`; MIN 0.5% MIN AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77077ES Site Preparation REAR SWALE W1 THIN 7HE SAN JOAQUIN VALLEY AS FOLLOWS: - REAR SLOPE A. MAINTAIN ALL CONS7RUC770N EQUIPMENT AS RECOMMENDED BY General site clearing should include removal of vegetat'or., existing uti'.ities: structures includang MANUFACTURER MANUALS. *inns; basement Nally and tdoors: .-xisins; stockpiled sot]; tees and asso:Iated oot systems; Ivunda : B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. rubble: rubbis-r_ ar_d an} !nose and/o- sat.iratcd materials. Site stn rping should extend to a minimum r Z C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTON WHENEVER POSSIBLE 6epth of 2 t:Y 4 inches, or until all organics in excess of 3 percent by volurr_c are removed. Deeper IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH- EMIT77NG CONSTRUCTION EQUIPMENT DURING strppine mad be -eqt, -red in localized areas. These nna:er. -Is wi'l rv' be suitah':e for use as Erginccl PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT Fil. Io..cv�r_ , :ripped topsoil -nt :� '3e stoclt.�iled a td reused :-r ianclsca�° or :ton -sr uc:tural areas CONCENTRATIONS SUCH AS "SPARE-THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. [,,a m I foot of till material was cncountered -"-:thin the central portion o- r_te sate associated tt•i:h t-le E. ENCOURAGE CONS7RUC770N EMPLOYEES TO CARPOOL OR USE access rcrac]- -t addit on, set eral er_d damn pikes of :il' soil and de I _ i ��.re :ocat.ec in .hc central -wept SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. port10:1 of the C'te. The t11iG1C'li'S5 aI:C ext @rt of :tit material Si'aS determl-nec bitSC:l iYII ::rtilted teat 28. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUC770N borings and vis' al obscrt°a:ron. Thicker icker fill may be present at the site. eriiica :it+n of the extent of fill SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR si:or :id he determined durinn site grading. Limited testing was perfom. ed on the fill soils during the TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL time rlr Dire field and lahr�rattnry investigations. I he Lmited testin,. ir_tltcates that the fill st�ils have a a t } N077FICA77ON REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. tiarying st-c-r�'th characteristics Tan t., from lonsety plaucd to con -patted, Tl:crvfurc, it is V J 0 N V reco:7urtended that the fill soils be excavates and stool "Piled so 'haT the native soils can be prepared 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK properly. •The fili material predominately consists of silty sand and sang silt Soils. ';,•lie fill material W < DURING 17 /E RAPTOR NESTING SEASON (FEBRUARY THROUGH trill b:: suitable for reuse as Engineered Fill. provided it rs cleansed of excc:ssite o:�anics and de 7is. J SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR the fill material should )e. moisture - conditioned as nece54an and rectnmpit term to a nu. imam of 90 W in V I Z N - NES77NGIIBREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION AC77WTY SHALL TAKE PLACE WITHIN 500 FEET OF A percent, of maximum den. =iry based on ASTM Tes- Pviethod DI 557. Prior to fill placement Krazaii = N AC77VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE Associates, L-ic. should inspect file Yrottor-t of the excavation c.�f .•erifp' nee additional excavation will be REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH rewired. N JANUARY) a 30. THE PRESENCE OF ANY PREVIOUSLY UNIDEN77177ED PROTECTED SPECIES Several piles o debris are located :n tine central- «est portiou of the site. The debris predominately WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE co sis ?s of concrete and asphaltic concrete pieces. This debris shou °d he removed frown the site. C3 PRO 7ECTED UNDER 7HE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. 7HE FISH & WILDLIFE SERVICE (USFWS) AND The Farmers Canal trends north - outh along the east edge of the site. All deleterious Ina e-.als should CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE N077FIED he removed lro.r. the canal prior to haekfilling anc re align r tent. The resulting exeaaations slwuld 'ae OF PREVIOUSLY UNREPORTED PROTECTED SPEC /ES. ANY UNAN77C1PATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED backfilled with �,nnineered Fill, compact :d to a nninimu--:•t of "90 percent of maximum density based on IMMEDIATELY TO THE CDFG AND USFWS aST't4 "Pest Ma ?hard 0155. " +. 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVA7ION AND GRADING AC77WTIES ON-SITE, 77-IE Scteral trees are loca'cd within the central -ens` portion of ti:e site. Tree removal oval operations shou':c CONTRACTOR SHALL STOP ALL WORK AND 77-IE DEVELOPER SHALL include roots --rcater than 1 Inc t in d.ar-reter. The resulting cxcat"a:ic?n should be backfillec t +nth RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF 7HE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE Engineered Fill compacted to a minimum of 90 percent of maxis :u:n density based on AS'INI rest OPERA77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA - Li15 ^. ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND ,•tethod. THE TREATWENT OF DISCOVERED NA T7VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULA77ONS OF THE AMERICAN HERITAGE fill removal, and t ee removal clpera'iuns. it is recorrmcndcd gnat. the ex-posed Following strip-.)in(. COMMISSION. subg -adc in bui ding pad, exterior flat-vvork and paverncrt areas, ne excavaned /scariiicd to a depth of at 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY least 12 inches, worked Unti l unif-orm and free from lare .- :.sods, noistt :rc -co uti ~toned as necessan•, arc'_ POR77ON OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE recompar fed to minimum of 90 percent of maximum c ens:iti based an ASTM Test Method I )155 7. N077FIED IMMEDIATELY (SECTION 7050.5 OF THE HEAL77-i AND SAFETY CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL Limits of recompaction s iould extend 5 feet bctionci stnictural elements. This co-lipaction effor shoulc MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN stabilize the sa-(ace soils and Iocated any un;uimble or pliant areas not found during cv-r f :c COMMUNITY SHALL ALSO BE N077FIED. Inv :stigatior-. 33. 7HE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY A/R POLLUT70N CONTROL DISTRICT (SJVAPCD) REGULA77ON VII /, DUST A vot7nner ^ial'resi Ieritial development was previously located jr, he ct�tttral -west. portion of the site. I-t CON7ROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING acdition. :tic site is present.- utili2ed as a,►ricultural land. r'lsscrcial: :1 �i'ltll riles.- ceti"e14ti r*rren:s ttcrc GRADING AND CONS7RUCT70N PHASES. THE M!T/GA77ON MEASURES TO BE TAKEN ARE AS FOLLOWS.- buried strict.'res such as utility lilies, septic systems, water w•el1G, and irrigation tine,. Any buried A. WATER EXPOSED SURFACES (SOIL) THREE- RUESIDAY. struC.hi -es encounterecl citlr-inn construction_ should be properly removed and:or relocated. The resulting y B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE 77MES PER DAY. excavations should lie ':nackfillcd. Excavations, deprCssions, or soft and nlianr areas x :e :.r iini� below C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. plannc-0 fit:sh subrrade let °L' sl-:ould be cleaned to firnn undisturbed soil, anc hack_thed tivith D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH Engineered F"il_ in genera', any loosely hackfilled excavatiu_ts. sclntic tanks. debris pits - cesspools, or ARE NOT BEING AC77VELY U77LIZED FOR CONSTRUC7ON PURPOSES USING WATER OR BY COVERING W/77-1 A TRAP, OTHER SUITABLE sit t Tar structn_:-es s'no'.iid be cntlre'y renmoved. " aicr wells should be abandoned it accordance with COVER OR VEGETA 77VE GROUND COVER. _ E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, Krazan & Associates, Inc. GRUBBING, SCRAPING, EXCA VA 77ON, LEVELING, GRADING, OR CUT & With Ten Utfices �en = :ne TLe `�'zstern [irri-ec Slates FILL OPERATIONS IN 7H APPL ICATION OF WATER OR BY PRESOAKING. _cs 9 a:,r cn- n= a F. WHEN 7RANSPOR77NG MATERIALS OFFS17E, MAINTAIN A FREEBOARD K_ =• cY r)?�_i }�i) y LIMIT OF AT LEAST SiX INCHES AND COVER OR EFFEC77VELY WET TO LIMIT VISIBLE DUST EMISSIONS. Page{ - G. LIMIT AND REMOVE THE ACCUMULA77ON OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN Cuutln st`ndard =. Gu::cretc footings should be rem+)vcd to 2:n zqui.alen: aeptl= o at least 3 feet. helot PRECEDED OR ACCOMPANIED BY SUFFICIENT WET77NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY propuscd footing eleva-ion:; or as recommended by the Soils Engineer. -Inv other il_: -fed stricture- FORBIDDEN). s ^o :ilc• he .c;ravec in accordance with the. recommendations of the So_ls Engineer. The resuitinf H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. cxc� vatior.s shoald oe bacl: i[led with Engineered Pill - I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE S/ 7E A T THE END OF EACH WORKDAY. The up�+cr soils. c_rrirg «et waiter months, become very moist duc to °h° absornnve characteristics of J. CEASE GRADING AC77VEAC DURING PERIODS OF HIGH IMNDS (GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD). time sail. Eon iu lilt operations perfo::ned during: winter- momhs M. ay encaur.tcr ven moist unstable K. ASPHALT - CONCRETE PAVING SHALL COMPLY K17H 7HE SJVAPCD sot's, w=hich may require removal to RTace a sable 'ouilding Foundation. Protect site w =interizwtion RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND consisting of placement of aggregate base and prowel :nQ exposed soils during the construction phase EMULSIFIED ASPHALT PAVING MATERIALS. should be perfor -ned. 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF 7HE CALIFORNIA BUILDING CODE A rep- esentativc of our lie ::l should be present oaring ail site clear-n- and eroding operations to test anc 35. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL observe earthy -ork construction. This testing and observation is an irtcgral part of ou- service as POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF acceptance of earthwvnrk constructioTi is depend-em upon compact:nr, of" flue rnatcrial and the stabilin� of INTENT"' (NO/) TO COMPLY W77H THE TERMS OF 7HE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED K17H CONSTRUCTION the material. T'lc Soils Engineer may reject. any material teat clues not meet compaction and stability AC77WTY (WO ORDER NO. 92- 08 -DWO) MUST BE FILED WITH STATE requirements. Further recommenda-ions of this -.-port are predicated upon ffic a55umption that WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 7HE eart:nwuTk eomrnac -Jon will kocform to rectrnmenaacons set .`Drib in this sc tion and t?mc l ngi- ieereC BEGINNING OF ANY CONSTRUCTION AC77WTY. COMPLIANCE K17H 7HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU7ION PLAN Fitt section. (SWPPP) BE PREPARED, CON77NUOUSL Y CARRIED OUT, AND AL WA YS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONSTRUCTION Engineered fill HOURS 36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM 77-IE CITY OF The on -site native a:nd fill soils are predorninatelt• s.lty sands, sar_•dy silts. and sands fhece sin is will be BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED suitable for reuse as Engineered Fill, provided they are clearsct of excessive organics and debris. WITHIN EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR 7HE WORK PERFORMED WITHIN THE RIGHT OF The preferred materials specified for i ngineere.c Fill are suitable fo- moist applications w itin tit.- WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PR /OR TO exceallon of exposure :o erosion. Fro;ect site winteriration and pmtection of exposed soils curing the ISSUANCE OF A PERMIT. - cnnstruetiun frnase should be the sale respa.rsi;il'.-,- of the C.crrri; actor, since tt° has complete control o 37. ALL ONS17E UNPAVED ROADS AND OFFS17E UNPAVED ACCESS ROADS :he proiect sate a' that tii,ic. SHALL BE EFFEC77VEL Y STABILIZED OF DUST EMISSIONS USING WA TER OR CHEMICAL STABILIZER /SUPPRESANT. Irnpored Gill materials sh ©aid he predominately lion- exr:ansive ga;rular n-rarerial Nt i:r a plan :icity ind °x 38. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MIN /MUM, EXCEPT AS less Olan 10 and a j TBC l~YpatlSlnn Index less than 5. Imported Fill should lie free from racks and WAIVED BY THE BUILDING OFFICIAL. lum-.1 gT.- ter than 4 inches 'n diatnete-. All Imported Fill malarial should be submitted .or a7-)pro4a' to 39. WASH OFF CONSTRUC7ION AND HAUL TRUCKS TO MINIMIZE 7HE tlic Soils F n;i leer at least 8 hours prior to do iv c y to -he cite. REMOVAL OF MUD AND DIRT FROM THE PROJECT S /7E, Fill >ctil, should be p:ac:cd in lifts approximately 5 inc_res thick, moisture- conditioned zs recessan% and 40. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN compac .t:d to achieve aT least 90 percent of -naximum density as determined by ASTIM "Pest Nfztlnn.'i (DCP) FOR 7HIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A 17155 71". AJd --tior:.al I ifts should :tot be placed 'f the previous aft did ,to, meet the require: dry durtsity or COPY ON SITE AT ALL 77MES. FOR THE DURA77ON OF CONTRACTORS if soil conditions are -rot stable. OCCUPANCY OF THE SITE; CONTRACTOR IS REQUIRED TO COMPLY WiTH 7HE PROVISIONS OF SAID PLAN. Draina,c and Landscapin9 41. STORM WATER POLLUTION PREI ENT70N CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION The t`rou-id zuiu`ace should slope a.Aa), from bui?dir:g pad ana Nvvement areas towarc appropriate crop PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, inlets Or ot:,.' r -face draina,e dc�"ices. It 's recorrmvnded that adjacent axteriar �rddes be sloped a AND SHALL KEEP A COPY ON S11E AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF 7HE SITE, CONTRACTOR IS REQUIRED minimum of 3 ren.enr for a Iiiinun.in distance of S fc Gu£V from sm c'ures. Sub�rratil ;ct'Is 'fi TO COMPLY WITH THE PROVISIONS OF SAID PLAN. Pale No. 9 pavemen, areas should be -loped a minimum of ] percent and drainage gradients maintained to c-arry� ail Surface Watcr :u cullcction faciFties and off -site, These grades s;Zoul:i be :- na :ntai ned for the life of the Izrn i ec .. Foundations The proposed stractures nra} be strpparted on a sza'low• foundation system bearing on undisturbed native soil or on Enainecrctl Fill. 5 :read and continuois ivut,n�s can ',.in :Ies- -i-ned for :he follo,.inu maximum allowable sell bearm- pr-essu-es: Load Allo -cable Lu d Dead Load Only 1,Sf}U psf - -- - - -- D22-d -Plus -Live Load 2.000 psi' Total Load, including w-nd or _eisn?ic loads 2.660 psf The footings should have a rninitrurr. dcp:h Of ILL i-rc.nes beloiv pad subgrade (soil grade) or adjacem exterior :.made. w iichever is Imve -. Foot:n«s -hould have a ntimm -i n ••v'dth of 12 .,nzhes, regardless of loac. Kranin h :Associate~, fie. With Ter. C?fficcs ,ycrri_1L= The t3'sstern United States f..'^.:•t::: ? Red ;r K-4, Nu 022- 0iC., ?9 Paee N'a. ,0 "the total se-Ulcment is not expectec to exceed I inch, Dif'fercnt.al scttlerren- shoilld he less than 1A incl =. Most of the settlement -.s expected to occur &. -Tina consmiltion as tic loads are app =led. However, addit:uria: }past- cor_stnte- ion sertlenent MitY ucct:r if tl.c four,dration snits are _ooded or satu -ated. Resistance to lateral footing dispiacernent can be computed usi-tg an allowable friction factor of 0.4 acting between the aasc of Lot :adations and the . ;upporting sub,_ade. lateral r :sistance for foodrgs can alternativAy be developed using an allowable cqui� a :en; fuid passive pressare of 350 po.:nds pc. c> _>ic foot caul, a ;amst time appropriate verrical =Footing faccs. 11e. frictional and passive reslAdm:e of .he soil :nay be combined without reduction in determining the total lateral resistance. .A `, increase in the above value may ":ne used for short cluratior_, U, ind, or seismic loads. W it PARKWAY SLOPE W it SIDEWALK i CURB 11 GUTTERINOTE: TO BE FINE GRADED BY BUILDING STREET CENTERUNE CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. DUPLEX ROUGH LOT GRADING NO SCALE L �'J od �o o°� °a� W U ? m Zmaa OW aW0Cn O W_ G oN N Z N M� N Ui O a " - HINGE - FRONT SLOPE HINGE r I FRONT SLOPE PARKWAY SLOPE w a SIDEWALK y i CURB ac GUTTER--//- NTE: TO BE FINE GRADED BY BUILDING STREET CENTERLINE CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. ROUGH LOT GRADING NO SCALE PARKWAY SLOPE w Of SIDEWALK > i CURB do GU NOTE: SWALES TO BE STREET CENTERLINE GRADED BY BUILDING CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. FINISHED LOT GRADING NO SCALE �- 7t�0,�- ;Z - ir' N`< REAR SLOPE 0.5`; MIN 0.5% MIN o Z REAR SWALE a REAR SLOPE W 0 r Z zo6 z mooin z =maw W J U - Q o o a a t } °maw V J 0 N V < W W < ' J F w W in V I Z N - N N a N ((j C3 HINGE r I FRONT SLOPE PARKWAY SLOPE w a SIDEWALK y i CURB ac GUTTER--//- NTE: TO BE FINE GRADED BY BUILDING STREET CENTERLINE CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. ROUGH LOT GRADING NO SCALE PARKWAY SLOPE w Of SIDEWALK > i CURB do GU NOTE: SWALES TO BE STREET CENTERLINE GRADED BY BUILDING CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. FINISHED LOT GRADING NO SCALE �- 7t�0,�- ;Z - ir' -41 z Q U \Q 0 co N w r- 0 0 z rte, J 1 FINISHED PAD 360.90 2 FINISHED PAD 360.90 3 FINISHED PAD 360.60 4 FINISHED PAD 360.60 5 FINISHED PAD 360.30 6 FINISHED PAD 360.30 7 FINISHED PAD 360.00 8 FINISHED PAD 360.00 9 FINISHED PAD 359.70 10 FINISHED PAD `�' 359.70 11 FINISHED PAD 359.40 MES7�pp W Y 1.537r,'� j�5 .2 %,r4\� \9 c i 14 Q� —J FINISH PAD 358.60 15 FINISHED PAD 358.50 1� �m 0 S89'05'1 3"E 755.24' -- - - - - -- �� 0.80% N89 3'E 278.71 — — — - — — C R/W — — — — c F0 7ccp,t.,SD� 1� i 20' --------- - - - - -- -- ---- __ -_ -_ t FINISHED I � ! - - - - -- PAD 04 T \-- ------------------------------ - - - - -- \�\ 12" OVER 54 53 55 56 57 a EX 0 2'f N 0.5' 00 0 I S89'00'06 "E 332.28' o- o L-- - - - - -- — — — — — — — G \ Ocn \ 1 0.2 f 1 ok- W co > "� D' o 0 ryI 0 I�S� I NI o to I o�. 0 it C, \ \) I I !o I I, I _ _ 11 — N — e I � 0.25% I ------------- 6052 6o.e I Fc I I I 51 50 N — Fo c i ul II I o . - _II 0g ho/ II I 5 FL URE APARTMENTS NOT A PART o ly F I I c 00 1 I ` bcs i i 1 1 I r*i � t i c rn y I I 1y I � I II I f I I � so 49 s 48 12 i FINISHED 47� PAD 46 359.40 j s I acs 13 FL FINISHED tk b, FGA° PAD I 3 Q/� — �-.�P1� G MES7�pp W Y 1.537r,'� j�5 .2 %,r4\� \9 c i 14 Q� —J FINISH PAD 358.60 15 FINISHED PAD 358.50 1� �m 0 S89'05'1 3"E 755.24' -- - - - - -- �� 0.80% N89 3'E 278.71 — — — - — — C R/W — — — — c F0 7ccp,t.,SD� 1� i 20' --------- - - - - -- -- ---- __ -_ -_ t FINISHED I � ! - - - - -- PAD 04 T \-- ------------------------------ - - - - -- \�\ 12" OVER 54 53 55 56 57 a EX 0 2'f N 0.5' 00 0 I S89'00'06 "E 332.28' o- o L-- - - - - -- — — — — — — — G \ Ocn \ 1 0.2 f 1 ok- W co > "� D' o 0 ryI 0 I�S� I NI o to I o�. 0 it C, \ \) I I !o I I, I _ _ 11 — N — e I � 0.25% I ------------- 6052 6o.e I Fc I I I 51 50 N — Fo c i ul II I o . - _II 0g ho/ II I 5 FL URE APARTMENTS NOT A PART o ly F I I c 00 1 I ` bcs i i 1 1 I r*i � t i c rn y I I 1y I � I II I f I I � so 49 s 48 C 30' 10' I 20' -{ L2' TYP I 30' 20' *2_ *2_ ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER LINE 0.5' BELOW 0.66' CRUSHED AGGREGATE BASE FL ELEVATION OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 60' RIGHT —OF —WAY A TYPICAL LOCAL STREET SECTION 3 N. T. S. IV 10' `6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS PL SEE LANDSCAPING PLANS FOR DETAILS DICK WALL R /YW EXISTING EPARATE PLAN) EP C/L 9' 55' LANDSCAPE TRACT 7222 — PHASES * SEE C.O.B. STD. DWG. ST -11 EASEMENTI 1 -2 IMPROVEMENTS FOR SLOPE PARAMETERS FINISHED PAD 7' 7.5-18.8' 20.2' -21.6' -�� 2' TYP. *2MIN I 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK GRADE LINE COMPACT 6" MIN CONSTRUCT 0.50' A.C. PAVING OVER TO 90% MAX DENSITY 1.00' CRUSHED AGGREGATE BASE UNDER SIDEWALK, OVER 1.00' NAT. GRID. CURB & GUTTER, TYP COMPACTED TO 95% MAX. DENSITY 110' RIGHT —OF —WAY g PANAMA LANE TYP HALF SECTION -N- NORTH SCALE: 1 "= 50' 0 25 50 100 NO SCALE PL 2' 2' TR 6553 TR 7222 aI0 z, o� STING PAD C TYPICAL GRADING 3 NOT TO SCALE LEGEND I I I I ! ! I I I I I I I I I I I I I 1 1 4 y 1 1 1 y I II II 47� 46 �c9 I y I y I y I y I y I y I i 1 45 FL FLOWLINE ELEVATION 1 I ` y I I I I ` I ` I ` 1 Ily it 44 FIRE HYDRANT ��6 k \"'k> 1 ` I i I I I I I ` 1 ` I II I 43 s9 i 1 I i I I ` I i 1 1 1 I y HIGH POINT ELEVATION WATER VALVE GB 'mac' I 42 EXISTING GROUND ELEVATION o 12" BUBBLER I I 1 NATURAL GROUND ELEVATION I 1 0 I 1 FENCE RD eb a lb 1 TOP TOP OF CANAL ELEVATION 1 I 1 ly I 5$G EXISTING CONDITIONS ARE SCREENED 1► INVERT OF PIPE ELEVATION 70 I C 30' 10' I 20' -{ L2' TYP I 30' 20' *2_ *2_ ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER LINE 0.5' BELOW 0.66' CRUSHED AGGREGATE BASE FL ELEVATION OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 60' RIGHT —OF —WAY A TYPICAL LOCAL STREET SECTION 3 N. T. S. IV 10' `6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS PL SEE LANDSCAPING PLANS FOR DETAILS DICK WALL R /YW EXISTING EPARATE PLAN) EP C/L 9' 55' LANDSCAPE TRACT 7222 — PHASES * SEE C.O.B. STD. DWG. ST -11 EASEMENTI 1 -2 IMPROVEMENTS FOR SLOPE PARAMETERS FINISHED PAD 7' 7.5-18.8' 20.2' -21.6' -�� 2' TYP. *2MIN I 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK GRADE LINE COMPACT 6" MIN CONSTRUCT 0.50' A.C. PAVING OVER TO 90% MAX DENSITY 1.00' CRUSHED AGGREGATE BASE UNDER SIDEWALK, OVER 1.00' NAT. GRID. CURB & GUTTER, TYP COMPACTED TO 95% MAX. DENSITY 110' RIGHT —OF —WAY g PANAMA LANE TYP HALF SECTION -N- NORTH SCALE: 1 "= 50' 0 25 50 100 NO SCALE PL 2' 2' TR 6553 TR 7222 aI0 z, o� STING PAD C TYPICAL GRADING 3 NOT TO SCALE 7� 0 J® Li z Li w z w 1> z r w 75w, Q J LEGEND DESIGN ELEVATION SD PROPOSED STORM DRAIN MAIN X 3553 ASBUI LT/AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION `� UTILITY POLE FIRE HYDRANT FG FINISHED GROUND ELEVATION wv HP HIGH POINT ELEVATION WATER VALVE GB GRADE BREAK ELEVATION INDICATES SLOPE EG EXISTING GROUND ELEVATION o 12" BUBBLER NG NATURAL GROUND ELEVATION FENCE RD ROAD EDGE ELEVATION y�XG ESEX ELEVATIONS TOP TOP OF CANAL ELEVATION TOE TOE OF CANAL ELEVATION EXISTING CONDITIONS ARE SCREENED INV INVERT OF PIPE ELEVATION CONTOUR MINOR 0.207- FLOWLINE GRADE -- -352.0 -_ -- CONTOUR MAJOR LIMITS OF PAD PREPARATION — PHASE BOUNDARY ® PROPOSED STORM DRAIN MANHOLE - - PROPOSED RIGHT -OF -WAY PROPOSED STORM DRAIN CATCH BASIN -- - - - - - - - - PROPOSED WALL ) 7' ?' p - 7� 0 J® Li z Li w z w 1> z r w 75w, Q J L J i t i EX VENT PIPES' TO BE REMOVED I FINISHED PAD 20' 12" OVER EX 0.2' R/W 30, C / L 30, 10' 1 20' 1 20' J ROUGH GRADE CONSTRUCT 20' A.C. PAVING OVER 0.5' 0. 0.66' CRUSHED AGGREGATE BASE LINE BELOW OVER 1.00' NAT. GRD. FL ELEEVV ATION COMPACTED TO 95% MAX. DENSITY 60' RIGHT -OF -WAY rA_\� TYPICAL LOCAL STREET SECTION N.T.S. -N- M C)o F:ZT H SCALE: 1 "= 50' 0 25 50 100 EXISTING KERN DELTA WATER DISTRICT EQUIPMENT TO REMAIN �ESDESIGN ELEVATION P NATURAL GROUND R/W 10' 20' I IFINISHED 2q PAD 2% L -6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 12" OVER I EX PL 2' FINISHED PAD ELEVATION B TYPICAL GRADING 4 NOT TO SCALE PL J Q FINISHED PAD ELEVATION NATURAL GROUND C TYPICAL GRADING 4 NOT TO SCALE LEGEND x 355.1 ASBUILT /AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION FG FINISHED GROUND ELEVATION HP HIGH POINT ELEVATION 1%"&.Vx jaw4" ^ _ i I x358,1 x - C i GB GRADE BREAK ELEVATION 4 I I EXISTING SUMP �' 4 I EG EXISTING GROUND ELEVATION s s 343.0 h�'Fv �c � cs�o c� �n cs� �cB �s� mss mss �s� I < I c. c c I I m I h°' G �c ,� � `? s LOT ",q" x 353.9 �' ' 00 c x x 359.8 359.7 x x369.7 �` 9 6 s , X N NATURAL GROUND ELEVATION 3425 357.8 -_ _ - 357.8 = _ _ _ = 357 - :-�-�: 368.1 4 I w I 3�i9.5 359.8 x359.8 x - 0 - ' � 336.7 357.0 x� x367 8 368.1 368.3 :�rs _ d-� -- - - - - -- lag 3449 m ' � /c, G. 367.8 368.1 35&2 I I - t - 358,7 - =j 369.0 l-- - - -- RD ROAD EDGE ELEVATION 342.2 x "r' ,cC6' `� V� ����a�� �f1 , �• I �� �� x x 359.3 x 3'56.7 s o, �� .0 x 359.8 b' x380.0 '� I TOP TOP OF CANAL ELEVATION I 03421 x3421 I I I TOE TOE OF CANAL ELEVATION 358.4 �7� I I � I x 346.X %'4e� 9 o s 5x:!37.4 4 x 357.5 3ri7.7 tic 367.8 x 351.9 358.0 I I 2 x 358.5 3x356.8 x 356.0 � x356 INV INVERT OF PIPE ELEVATION 3429 363.8 h�•�G I N 4 5 x359.7 I � I s x 356.9 c o NX s� cs0 6 I FLOWLINE GRADE h 0.20% 3423 A I ,mss s s c � x. x 7 x x 358.7 �' 's G' s G� .n .n _ - - - 9 A x 3425 � 367.8 40 %v_ � � �' •� G� s x366.2 • 4 x354 367't - _ - - •1 - - - - 367.2 - - - - 357.3 _ - - 7� - - _ _ :�7.6 _ _ _ - `O �` s, 358,4 358,8 _ - •7 x x M0 359.0 �x �� x +eg g i LIMITS OF PAD PREPARATION 1.90 3638 x 3638 s38o a� I o - �\�� rn ® PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING PADS TO BE PROOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) SUMP BOTTOM SUMP BOTTOM �P+ rill �P+ SID PROPOSED STORM DRAIN MAIN COL) UTILITY POLE FIRE HYDRANT wv X WATER VALVE INDICATES SLOPE C 12" BUBBLER --o-- FENCE X�G X ELEVATIONS EXISTING CONDITIONS ARE SCREENED CONTOUR MINOR -- 352.0 - - -- CONTOUR MAJOR PHASE BOUNDARY PROPOSED RIGHT -OF -WAY - - d - - - PROPOSED WALL PL SEE 5 J Q 13.4' 3: FINISHED PAD O ELEVATION p TYPICAL GRADING 4 NOT TO SCALE R/W _j SEE a I POMERADO 13.2' 10' WAY Y U O J cn E TYPICAL GRADING 4 NOT TO SCALE It 0 N CD z z CD z CD LLJ z cn 0 z Q J rn M 0) M 0 D Q Owl 04 Z O Z o J Q Ld wUOp _ LJ 3 ^ J w Y �w( Q 3 O V) W mm a Q a U m O U 5 366.7 ���ss �s� .mss ss s s 5 I o .9 o 356.5 ``� C '� C '� C '9 C •� �C 6' AN �s� 1 I alb .c``s� �S� TSB / 10 357.5 358.0 0 O I ^�� M'�. F c S o o .� , -- 359.4 s9 - - -- 356.4 --- - - - - -- - 358.4 - - - - -- - - - - - -- - - -- -367.8 I I� / \ 35A.3 x3592 356.2 s I� _ I U 357.3 s � �- I 359.3 359.2 x- 359.2 - x ----- � x358.8 S� �c s / 0.2 g I 0 x 369.0 �a g `O ��1° I 025% ^ \ Ex D 1 55.31 <a. F� SS g9) - SA 0.20% - SR S�� S ,s !`ry 1 O \ s ^ x 5 1 55. o- - �- ! - - .�- .�- - G •� O I - - - S) S) �.� 359.5 360.1 x "^ s- - .O - -F S A S 1.22% 6 G 9 > > 20% I FL GB ! - - '� s - s s E D E R I A WAY !S' -' <�`� -® F�.a6 359.4 s9 10 F� EDERIA� WAY �!g> 0.20% �l4s <�s 0 F! - - - -- . -- 1.53% ! .))� �l�� S 3 �> 57 FL I x S ° . ! S 4 20% ! h^ rod GB- t xx x357.0 �s 5 2>f '9 I �� �� ,� '`! 369.8 6 360.1 I � . �o . o S � • � Z5rl° - -G - -- - F -c - --- G 5a �� 350.3 FG x359,6 0 � - - - - - -- 366.4- - - - - -- 366,2 - - - - -� 366.2 - -366.3 � � fG FG E 0 / x356.4 I - - x 357.3 x356.9 366.6 356.5 `ss x© 368.1 368.5 358.6 - - - - - - - - - - - - 5 �� ?o�� O ?o,�^ c� ?��i Q O ?emu' I v �„ I I / Q Lo 358`7 359.2 360.1 i w ' o � � 1 1 I I1 p ���`' �� �, cr x i x357.0 S6, I >- I I I I �, � �cr 35Q.0 358.9 u ; x350.3 11 7 12 13 14 15 53-M-31 ,� 6 i � 1 1 13 ii 12 M 11 10 9 �,��� 7 369.9 357.2 x356.8 x® x® 366.4 A I I 1 x �7 I I H 11 8 6 1j x 358'7 x 3 x 357.0 x356.8 5 ' Q i I I I 5 368.3 II x350.0 ® x350.19 x350.4 x � N� I II s s s ,c� ,c. �, X56, ASS �S6' I l o I ,1 S I1 0 S ,� E Dn ca �n c c X7.0 c c c s c x I e�68 I �� �G �c I I gq�'F�' �c s 4 h°' v '`�,s9, cs s cs9� c`s9 s x360.4 - - - _ - 356.8 3668 358.7 356.8 I �. I 367.8 11 358.5 W 369. 3'36.5 356.3 356.3 --Y - x - -z - 366.1 3559 - - - 3558 - - - - 3656 - - - - - - - - - - 350.2 F 355.6 366.3 -367.8 359.3 350.5 - 350.8 - 359.8 oG 11V 56 ?�,c'' G''�,�,, •�i`' ?co, G� I ) 1 I SS 366.8 - 366.0 - s - 356.1 - - - - 358,2 - - �,4 - - - - - - .�,�'' x 3.0 x® 1 `n 1 1 x 5m c� G,`Q �c 7 357 I I 6 x3556 ® I I 6. x365,7 rj I I I x X6.1 x 3558 mss x4 z x2 x 1 1 + I 1 x3654 x365.6 355.9 3558 356.0 I I t x® c ® 3550 ® 1 � I I+ 2x356.4 3 4 0 I 1 I,,, I H W7 x ,mss x356.0 x 356.2 1 f �s - - - .� g•G SSA SSA ,�`Srr S i I I ro S 5 �cn x3563 I x3353 x3554 .n`SS ,� S ASS G� 0 _ - 7x® / 1 ��� 1 h F C G� C O C C •� ® I - -- - -- 3553 �� x359,1 x3554 x33 x355.1 - - -- -x3650 - - - -- - - -- 355.0 i�'s� x355'3 - -- 355.1 - - - -- - - - - - -- 3553 -- -355.5 x -7 ®x 8 I t 364.9 - - - -- O 3558 I t /x36 S `rP25° / I s � i s I I I I 5 \ I x356.2 0 � t �! � ss 3a s� 0.20 ss ss 53� � ek ti sR „N � � x 1 84.19 F" d 6 �� 6 S c,, 6% 42 ( h 6 0.25% B 9 S ?o t- co x3555 FL -GB �o� .w F! F� FL- .26%1 0� h� PI h�' PLA E ��• �� av I 1 _ 355.8 86 - F -- 54.45 53.87 5'5 - FL F� '�4 0.20% p� 5342 I 0 26% S3 6� F�3 - - - - - - - - - - - GB -FL 1 1335U SIX 3 S3 `gg.�2 F 4 F! F� 0.25% F F 4.1 A, 1 i� lFoL t F 2 5 FL �,O Sg 1 I r 8 x3557 55.3 \� ` ° NFG \3554 / 355.2- - - -- 3550 - - - - x354.8 - - - -0- - 354.8 �, 1 `\ x 9 t I o x356.0 / % sz I .,� I 365.4 - - - - 354`9 - - - - - -g - - - - - - - x3554 J Q� 355.0 - - - -- 3554 \ F t I I I x 355.3 .� \� ,. c,'�,�� ��o, a, I .� I SA `ssr 4rA S ti / D x356.8 x0 , ��� I '� I ,acs �c� ,��9 �co a �n ��� �� 5 i u 10 11 x 12 13 14 365.o 1 lbt< o <�°., i 6 "`�' `' 356.5 15 14 13 12 11 i� x3555 3554 x355,4 x I o f I 0 x 366.0 9 ® A I � I 1 H w x® ,4 x 3555 �'' 10 x365.8 o x® 5 1 3554 G 5 x x 365.6 x® i t 55' I z 55.9 ASS ASS FG (cn u) �' 'S C •A C C .� 355.4 -v-c �� I h`J'�,�CS� ,�CSS C ,�`ss A", s6 x356.2 x 35&0 x 366.0 355.9 x x3557 I ^ 3553 ;165 4 6 ® 355.8 m 355.8 ®x c 2 - - - - --� 355.5 4 »'6`7 `- J - _ x 356.0 �� W 4v O SAS 0.20% S o�� ° 7q BERKSHIRE ROAD �`o �,�v moo J o.42% J J �_cn� J �;� 0.42% I ^ry I N89'03'12"W 1049.94' . - - I I SUMP SIDE LOT SIDE 0 FENCE -N- R/W C/L R/W U- FINISH ELEVATIO 30' 30' 0 I 20' 10' 20' 20' I 10' 20' I 0 FINISHED ASBUILT /AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION PAD 2 TYP HIGH POINT ELEVATION GB GRADE BREAK ELEVATION *2 %_ *21N_ NG NATURAL GROUND ELEVATION r- ROAD EDGE ELEVATION 12" OVER TOP OF CANAL ELEVATION . ........::. \ EX 0.2' INVERT OF PIPE ELEVATION 0.20% FLOWLINE GRADE 0.5 ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE LINE 0.5' BELOW FL ELEVATION OVER 1.00' NAT. GRD. ROLLED. (COMPACTED PER KRAZAN COMPACTED TO 95% MAX. DENSITY 026 -07279 DATED 12- 18 -07) 60' RIGHT -OF -WAY A TYPICAL LOCAL STREET SECTION `-1 i N.T.S. � I I FINISHED 2% - PAD �6" TYPE "B" CURB & EX OVER EX GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS PL SEE LANDSCAPING PLANS FOR DETAILS 6' BLOCK WALL R/W (BY SEPARATE PLAN) C/L 3' 45' ANDSCAPE TRACT 7222- PHASES 7 -8 * SEE C.O.B. STD. DWG. ST -11 EASEMENT I IMPROVEMENTS FOR SLOPE PARAMETERS FINISHED PAD 11 34' 47 I LIMITS OF PAVING 2' TYP. *2% --� N. MIN. *2% MI �--� J20 EX PAVEMENT COMPACT 6" MIN ROUGH GRADE LINE 0.5' BELOW FL ELEVATION 6" TYPE "B" CURB & GUTTER TO 90% MAX DENSITY W/ 5.5' WIDE SIDEWALK UNDER SIDEWALK, CURB &GUTTER, TYP CONSTRUCT 0.30 . A.C. PAVING OVER 0.90' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY 90' RIGHT -OF -WAY BERKSHIRE ROAD TYP HALF SECTION NO SCALE Y N OJ ° o ct mr.I oo °o� X00 co 0 c _ 0000 L0 wN� O NOTE: FOR REFERENCE ONLY. NOT FOR PERMITTING. ' -0" BLOCK WALL DETAIL NOT TO SCALE PL r' cr_IQ in Z, DI O m NATURAL GROUND FINISHED PAD ELEVATION p TYPICAL GRADING rj NOT TO SCALE PL w 0 z w w x F INISHED PAD xrNATUR ELEVATION GROUND E TYPICAL GRADING rj NOT TO SCALE PL 1 w U Z w 2' EXISTING i rNATURAL GROUND I GROUND FINISHED PAD ELEVATION FILL IN EX CANAL TO----/ 90% IN ACCORDANCE WITH THE SOILS REPORT /'__F1 GRADING AT CANAL FILL -IN r �w w Oz of D_ I VISHED PAD NORTH G TYPICAL GRADING SCALE: 1 "= 50' cJ NOT TO SCALE 1 FM 50 100 c� Z Z oa iw x a 0 0 LEGEND DESIGN ELEVATION '10 x 3553 ASBUILT /AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION FG FINISHED GROUND ELEVATION HP HIGH POINT ELEVATION GB GRADE BREAK ELEVATION EG EXISTING GROUND ELEVATION NG NATURAL GROUND ELEVATION RD ROAD EDGE ELEVATION TOP TOP OF CANAL ELEVATION TOE TOE OF CANAL ELEVATION INV INVERT OF PIPE ELEVATION 0.20% FLOWLINE GRADE - LIMITS OF PAD PREPARATION ® PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING PADS TO BE PROOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) NOT TO SCALE r Of w wz QJ O:fI FINISH PAD FINISHED PAD H TYPICAL GRADING 5 NOT TO SCALE sc) PROPOSED STORM DRAIN MAIN Co-, UTILITY POLE V FIRE HYDRANT wv WATER VALVE �-< INDICATES SLOPE 0 12" BUBBLER ° ---- - FENCE ',__-� EX ELEVATIONS EXISTING CONDITIONS ARE SCREENED CONTOUR MINOR CONTOUR MAJOR PHASE BOUNDARY - - PROPOSED RIGHT -OF -WAY -- - - - - - - - - PROPOSED WALL f) 0 I ji z z Jz w U z r W 44,--2, J