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HomeMy WebLinkAbout1.7-7342 Ph 1 - 3GRAD/NG NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES INC. DATED SEPTEMBER 6, 2013 AND SOILS ABSORPTION EVALUATION BY KRAZAN & ASSOCIATES, INC. DATED DECEMBER 2, 2013 & GE07ECHNICAL ENGINEERING INVESTIGATION UPDATE DATED NOVEMBER 19, 2018. 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW 3 CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED 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 THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CM77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OMER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WT774 UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE, ELECTRIC WATER, SEHER, OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO .t 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN DID FOOT OUT OF LEVEL AFTER COMPACTING AND CCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPEC/FICA DONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JULY 1999, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED 70 THE FOLLOWING. A) ALL CONCRETE SHALL BE CLASS B' AS /N ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHALTIC CONCRETE SHALL BE TYPE B, MEDIUM GRADED, 112' MAXIMUM AGGREGATE AND INTIMATELY MIXED WITH 5-7X AHAL T. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON MCWTOSH & ASSOCIATES' PLANS DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, UcWTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS DRAWINGS, OR OTHER DOCUMENTS 11. MCWTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN MW77NG, BY Mc/NTOSH & ASSOC/ALES 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERE OF AND TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE 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 771E SOIL ENGINEER. 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVA BONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS 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 WITH THE RECOMMENDATIONS OF THE SOILS REPORT (NOTE 1) AND SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION P07ENIIAL 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, OTHER BIODEGRADABLE SUBSTANCES AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SGL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR 70 SATISFACTORILY PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOIL IS INTENDED. 18. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (902) 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 OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO BOX OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 20. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 21. QUANTITIES FOR EARTHOVRK CUT - CUYD. 125,447 FILL - CUYD. 8A203 SPOILI=CKPILE - OU.YD. 10882 SHRINKAGE FACTOR OF 25X WAS USED EXCESS SOIL SHALL BE USED FOR TRACT 7140. QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 22. BUILDING PAD PREPARATION - REFER TO SOILS REPORT (NOTE 1). 23. PAVEMENT PREPARATION - REFER TO SOILS REPORT (NOTE 1). 24. AN OSHA PERMIT IS REQUIRED MIEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GE07HERMAL RESOURCES (DIVISION) TO INWS77CATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DMS/0N SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. 26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACT71477ES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. ANY 17EWS IN PUBLIC RIGHT-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. 28. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (GAMAOI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC7I1477ES WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS A MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWFRED EQUIPMENT. D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS SPARE -THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABUSHMENIS AT LUNCH. 29. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTMIN SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS & BURROWING OKS. SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND �( CONTAINING DENS 30. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT INCLUDING THE SWANSON HANK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TGT OCCUR DURING RAPTOR NESTING/BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION AC77WTY SHALL TAKE PLACE WITHIN 500 FEET OF A AC77VE NEST. TREES TO BE REMOVED THAT 5 CONTAIN NESTS SHALL BE REMOVED DAILY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) 31. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES N G 20 IIS/TE� I. .'.�� 24R E- 9 2911 28 33 3111 34 FEMIlU CITY OF BAKERSFIELD RECEI KERN COUNTY CALIFORNIA ROt GRADING PLAN CITY BUILDING DE' FOR VESTING TENTATIVE TRACT NO, 7342 PHASE 1, 2 & 3 WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING 17408E PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED LINE The GRADING PLAN this drawing Is hereby I 6� d, S 89'03'13' E wl I f0 11 12 7 50.2 /l k -o BIOLOGIST PRIOR TO CONSTRUCTION. THE as shown an ap 0: Z e I j I.r � AND EVALUATED BY A QUALIFIED FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & to arty indicated correctionsoraddiuons. Approvalthyme u iC Iisubject ` GAME (COFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED Works Department and Burning Department indicates apprnv Mill O N - SPECIES ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE N as to design criteria used and contulmenoe to City Sid taidf,, Cones VICINITY MAP REPORTED IMMEDIATELY TO 774E CDFG AND USFWS and Ordinances. Engineer for the subdivider or oevei,s r shall oe M", responsible for accuracy of calculations for this Own and Shall submit NO SCALE 32 IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED e cert6ietl "as-gratletl" plan atter completion 01 tNl yadiny. DURING EXCAVATION AND GRADING ACTIVITIES ON-SITE; THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED APPROVED BY. PROJECT AREA: 30.32 ACRES ARCHEOLOGIST EVALUATE THE SIGNIFICANCE OF THE FINDING AND O APPROPRIATE COURSE ACTION. SALVAGE OPERATION REQUIREMENTS IN 2 )9i/� HCP AREA: 32.98 ACRES APPENDIX K OF THE CALIFORNIAI ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE TOTAL NO. OF LOTS � 41 D toAMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULA77ONS OF THE AMERICAN HERITAGE COMMISSION IXS.Department 2.66 ACRE OFFSITE AREA BEING DISTURBED 33. SHOULD HUMAN REMA/NS BE DISCOVIIHED AT ANY TIME ON ANY PORTIONent IS FOR THE DRAINAGE SUMP AND BUFFER ROADS. OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED NO ADDITIONAL OFFSITE AREAS WILL BE DISTURBED IMMEDIATELY SECTION 7050.5 OF THE HEALTH AND SAFETY CODE. IN THE AN ABSENCE OF ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. NOTE: ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE 34. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQU/N VALLEY AIR LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE POLLUTION CONTROL DISTRICT (SJVAPCQ) REGULATION Will, DUST CONTROL BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES TO BE TAKEN ARE AS SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF FOLLOWS THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. A. WATER EXPOSED SURFACES (SOIL) THREE-TIMESI-DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS 70 LESS THAN 15 MILES PER HOUR. AREI D. STABILIZE ALL DISTURBED AREAS INCLUDING STORAGE PILES WHICH® I E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING SCRAPING EXCAVATION, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. F. WHEN 7RANSPOR71NG MATERIALS OFFSITE, MAINTAIN A FREEBOARD OMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. C. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. 1. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT 774E END OF EACH WORKDAY. J CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER 771AN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAWNG SHALL COMPLY WITH THE SJVAPCD RULE 35 GRAD/NG WORK WILL BE SUPERVISED AS ENGINEERED GRADING 1N ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 36. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SNRCS ORDER NO. 2009 -009 -DRO AS AMENDED BY ORDER 2010 -0014 -DRO AND ORDER 2012 -0006 -DRO) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEG/NN/NG OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLANSWPPP BE PREPARED CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCRON HOURS WASTE DISCHARGE IDENTIFICATION (11120) NO.5F15C372732 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. J3 . AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 38. ALL ONSITE UNPAVED ROADS AND OFFS17E UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZERISUPPRESANT 39. PAD IS GRADED AT 112X ROUGH GRADING FINISHED GRADES WILL INCORPORATE A 1X SWALE THAT WILL DIRECT DRAINAGE AWAY FROM THE STRUCTURE AND TO THE STREET SEE TYPICAL LOT SWALE GRADING ON SHEET 1. 40. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 41. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURA ION OF CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROWS/ONS OF SAID PLAN. 42 STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROW901VS OF SAID PLAN. MAID NO. 5F15C372732 MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 44. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS BE DETERMINED BY THE CITY ENGINEER. 45 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY ' CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 661-326-3049 F- w - N89.02'59'W 879.87' _ w � J 4 6 a l e9 to Ill ,1�2 3� r. i� / rc N �-C A R VSO --,-A 4 _ o, a 13 I9 2/ l4 I3 3 mi w xb to n 1e m l 4 /s n of /is z4 ss '26 / ze' so E0I V. R J A G i O 38 ]9 51 I b ]s .H y I eI I se I so I al L.?�' N89'2824 176.26' VACANT PAR 4 PMW 07-0742 (TPM 11809) ZONED R-1 & M-1 LAND USE L1 _.._ VACANT PAR 1 PM 3508 ZONED C-1 LAND USE GC LINE TABLE LINE N I q 0 S 89'03'13' E wl I a p � 170.93' 50.2 /l k -o 0 0: Z e I j I.r F- w - N89.02'59'W 879.87' _ w � J 4 6 a l e9 to Ill ,1�2 3� r. i� / rc N �-C A R VSO --,-A 4 _ o, a 13 I9 2/ l4 I3 3 mi w xb to n 1e m l 4 /s n of /is z4 ss '26 / ze' so E0I V. R J A G i O 38 ]9 51 I b ]s .H y I eI I se I so I al L.?�' N89'2824 176.26' VACANT PAR 4 PMW 07-0742 (TPM 11809) ZONED R-1 & M-1 LAND USE L1 _.._ VACANT PAR 1 PM 3508 ZONED C-1 LAND USE GC LINE TABLE LINE BEARING DISTANCE L1 S 89'03'13' E 100.20- L2 S 0'31'36' W 170.93' 0Ir 1 DISTURBED AREA VACANT FUTURE PARK ZONED A -20A LAND USE RIA N8910'12"W 69?183, , bi !oa/Il 12 13 U la L 17 10 119 m as j ¢ a 0 3�N v � VEIN UE' se m 36 35 36 S. S9 30 'i1 4z \ K 1 � i m I _ _ _ m 1 I Irl I it lI1--.. it N za zs ala in, .� S1 35 rn I 1 z 3 4 si a ') /9/ a fo 'Z Ilto. � a JL 1 -e - - ~ ELT RA M I i '1- -�=- �P L A C E-- - z 0 1 16 !4 13 12 11I 01 3777 1 A; OO"M c C U T C H E N R 0 A D 0 2+00 I.Tw I2+00 N89102 6"W 1071.41 '-' +00 TRACT 6332 '1 TRACT 6332 ZONED R -I _. /-_ BK 57 PG SK 57 PG 57 LAND USE LR ZONED R-1 LAND USE LR KEY MAP SCALE: 1" = 200' I L 0 0 K I N G G L A 9 9 W A Y NOTE: - ALL PHASES ARE OWNED BY THE SAME OWNER. - ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY - ALL PHASES TO BE INSPECTED, GRADED AND FINISHED UNDER THIS PERMIT = - ALL PHASES TO BE GRADED SIMULTANEOUSLY-' INDEX OF SHEETS SHEET MILE 1. COVER SHEET 2. GRADING PLAN 3. GRADING PLAN 4. SECTIONS & DETAILS 5. RETENTION BASIN DETAIL 6. SOILS REPORT SHEETS I N G WAY PERMIT # B18-40000055 WDID # 5F15C372732 PROP 1% 1% I I I I PROPOSED 22.5 2.5 HOUSE \• l rn a I l JZ q;, zl I Q I lz DI -I0 O0 I IO �0 aw al 9F a \v. I I I I CURB & GUTTER--' TYPICAL LOT SWALE GRADING NO SCALE OWNER 8L SUBDIVIDER: KERN LAND PARTNERS, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 PH.: 661-679-6780 BLACK OPS REAL ESTATE, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 PH.: 661-679-6780 EOTECHNICAL ENGINEER: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 PRELIMINARY SOILS REPORT: FILE NO. 022-14137 DATED: JULY 29, 2014 KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE, ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP BASIS OF BEARINGS: THE BEARING OF N 89'01'11" W SHOWN FOR THE SOUTH UNE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E. PER TRACT NO. 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASS OF BEARINGS SHOWN HEREON. PROPERTY LINE F__ I I CURB & GUTTER TYPICAL LOT ROUGH GRADING NO SCALE LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE GE OVER -EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION(;0 GRADE BREAK ME MATCH EMSRNG GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG DOSBNG GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON VERTICAL CURVE .' EASIING GROUND CONTOUR AIR 367.9 PROPOSED PAD ELEV. PROPOSED GUTTER FLOIfUNE H".. PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE QJISX DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER EAST. CURB AND GUTTER - - - - - - - CENTERLINE OF STREET ---------- PROPERTY LINE / RIGHT-OF-WAY ----------- PAD COMPACTION LIMITS -__ 18' DRAIN (W1.) STORM DRAIN I8' DRAIN(TYP) A TYPE "A' CATCH BASIN WTH 3.5' WDE OPENING UNLESS OTHERWISE NOTED - TRACT BOUNDARY PHASE BOUNDARY CnON LETTER ------- Al SECTION LINE SECTION IS LOCATED DIG ALERT pCall: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1.7-7342 Ph 1 - 3 CITY RECORDS NO: PI: I Z` III 5 Oft M 8 m j ¢ a 0 0: Z e I Q 3 � W U O Mill O N - N Q M", IIIN � T is a.dJ'F'13`1a Phl,>F� �1��y TRACT lel0. 7140 m 20' F x G - AUTHORZED GRADING LLI "I 1 _ _. AGREEMENT AREA 1 _. _ ' � W x a' J E 8 LLI �WI t -c 8 j 9 I 1 ?, o° 2 3 z2 2 3. ='y 4 5 6 , D LLJ — AUHORIZED GRADING AGREEMENT AREA >ij t 0 --_zal0:f I 1 1.02% 12+00 0.30% E1• P• ,� t2 1 4b - - _F - 13+00 1� 14}00 .�}I` 15+00 01 1 �' I 1 - - 01 Sy + - - - - - `' - _ s+oo hF n+oo h1 18+00 ,�rE91 ,.1 351.23 fL 350.84 351.01 CARUS� A NUE M s� ,s� �---- ----, ,- a fT: \ 351.83 352.00 33'2.16 2J3 FL _- O --- F ----� --- -�G- � �$At' �r yr \ / (` / v N f 2VI 20' � � A 2p 2 � jI 2 2 0 1=,"� jIC --' 19 III r18tt, '1II 17 16 IIIT 15 ,I11 141I 1Ii 12 w� 4i 1I — jI1 1rUfURr PARK ARK ZONED A -0A C) DI Di I I AND USE R1 A E 1 ,f ti i I 91y �c h1 yyhl �h9 y, yE yE k E E I m I 350' „h1' 1 cy0 j "' I I 1 '>•'` 1 �' 1 � I •yy. k yhE 0 5E E � 1 1 I 23"4 . I 24 Imp 5 I 26 In 1 $ 1 27 I 28 I 29 ..• 30 ( 31 , 7 1 8 9 i I 20� 19�G F I I 1 f I 1 3,. X19 i I jPH SE 13 7 0 , �a 'i o f 9.3 y' f6 ,02w ,02r ,D�w ww2j }r �� .` o I w, Al I ws?� w���,,,,,, 1,& 0 I I - T � I � � N z.0 fG `� 1 0 "�.+D9— -o 'S` +0 «_ . N, o$ 1014,00F —{ - z �O�h 1$ 349.91 *r50 350 `� 0 5% VERSACE �2.5:1 Q \ Im Wz°°419E�11 Z m Lli 20%%� 40 j 39 -1'� 38 I 37 ,y ,. 36 I 35 1 34 ( 330 W �2 rcI 0 9 SEG IhOEOE I \( b I 46 48 I 59 1-<-50 1 51 1 5 4 c _..,.,.. iOl .V. y11% 1 0.65% 0 n R 5% 'fl9,T 0.25% 19+00 '`I 20+00 21+1 3 51 �q3 F1' 0.3 ;50'OG f� o AVENUE 3A9•51� I 9�9� n 993 p1 1' 0 34 34 ' 350' 0 5% - _ _ FO_ ' � I 7— I 19-G I 3yh°� I p 11 35h� I t/I I �v i o0� 1 1 I 1 I I i l t 30 i 32 y 10 1 11, 1 12 1 13 ��I 14 I 15 all 16 1 17,.j 18 1 19 y ,H j p 1 I I I I 11 I I 1 VfG Yr2� `It•p `�s?� `�';pzr 1 0E0 `52 `+`�2 \_J ,t I T �a --- ---- -- ----- ----- --- --- ---- ---- ----- 02o j� 351'0 I •s5h3E 1 3yhti I 11. '" ,yyh5 I 3yh1 I ,5yh0 I $ yh9 1 [11 4' S3 31 y, `' 30 j mp 9 28,4 E l 26 Il 25 j��' 24 t" 23 j 22 331.9 FG c 'is 1 `'sr 1 w' 1 I 1 I I I G I 11 I I 11 1 1 I 'Ir� fG 2.0% \ d �iY \%\b \> I 16•s> 0 E• h0 e,_I \\t1- \ 2.5FG� FG 3528 - ----L-------r-�-----�I--_--�IRei__- - __--_ilii -a} -- -\»�FF ----� --_--� -- - 1""19 _--_ --__ A ----- `° N 1 .p I 9& 0 1 �. I 1 9�wwi f � �q. ni' `.V --- � --�-- - --�-- - p1 'Yh �•_ Oy � 1�,N OMf1' I I I N 1 0+00 168 1ti3 „+00 � �,p°'k `4' 12+001 �9 b.28% 6p }p 351,69 Com— _ _ -- _ --HY _- 13 F 0 —F - 14+- 15+00 O. `00 16 00- %135119 3,51.05 $ 35096 350.16 'S506� 0.2 35p.41 ° ":,fig 9�' �°y6 - 1 3��"F O.60 352.4 FG fG -- -- -- -- --- o E 3535 ,---- -�---- -r- �--- -� _�__ -- -- --- F �� yE I b I----�1- 9�GI O�GI 6c�1 yI 'SI 11 E E L SEG 435y' 4 I Ia p 35h I 3 5h I yh' I 38 h I 37hh�I yh I g 9 I I [ 32 MATCH LINE -SEE SHEET 3� 1 1 1 1 1 1 1 4 1 a EG C1,� `�& 1 V, 1 1 `3 1 `t'& `ii, 1 ai, `r> i r.-� 1 1 ws� 1 1 `-i• 1 `Z,. \ \ 3y59 y° ><yP\'9 r >\ _I r,2, t''G, `' /,2, i. s/c m 2BFc 3515?w'2w' /i, 23 fG `A`ea'I 31 AUTHORIZED GRADING 1/qFy. AGREEMENT AREA A y \ i I I i i i i i i to'—I 27 j 28 j 29 j 30 j 31 j 32 33 j 34, j 35 ; i L __ VY 18+00 m - - -hh- a j - - 5y/ m W.j , 37 1 38 ; 39 40 i (^„ � � `5x?FI `ir2 I Yr$ I �' 1 ✓sa 1 w � > G I yE 1 E - 20' I 351' i 351' i 3y1g 1 'S5h0 I 35� I 30 I I i I I I I 10' ;o iF 1 2 j 3 j 4 j 5 j 6 1 --- --- �' --- --4I ----- 1 34462 ECR LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE Fp FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POVC POINT ON V13RCAL CURVE OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -c, EXISTING GROUND CONTOUR FP. 366y29Q.. PROPOSED PAD ELEV. L� PROPOSED GUTTER FLOWUNE ELEV. ✓ PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE 0.3158 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER ... EXIST. CURB AND GUTTER — - - — CENTERUNE OF STREET ---------- PROPERTY UNE / RIGHT-OF-WAY - - - - - - PAD COMPACTION UMITS —__ 18° DRAIN (p .) STORM DRAIN 18 DRAIN (TYP) ...0 TYPE *A' CATCH BASIN NTH 3.5' W10E OPENING UNLESS OTHERWISE. NOTED TRACT BOUNDARY PHASE BOUNDARY ® — — — — — MATCH UNE SECTION LETTER ------- A SECTION LINE BET SECTION IS LOCATES SCALE: 1" = 50' 50' 25' 0' 50' 100' 20' TEMPORARY GRADING EXISTING GRADE ¢I GROUND) - �I 352-36-F5 L 41 COPE FINISHED /—N*N SECTION SURFACE —SOMEKT& 1.7-7342 Ph 1 - 3 CITY RECORDS NO: Nm N O ? c� V m n o m =� "m> o O z m z 0O 0 s W U N1 ao o > w� N W m E E � B m o G S/g k N Z O N E J p W W N ~ �6 ¢ W O < Q = J < a d Z N Z J A z Z d� 5 Q F 8 3 N � m LL 0 ABBREVIATIONS LEGEND E" y EP EDGE OF PAVEMENT FS FINISH SURFACE TO TOP OF CONCRETE OE OVER -EXCAVATION \1 A CA N 1 �i FL FLOWLNE FF FINISH FLOOR I n 1 CL CENTERLNE FC FINISH CONCRETE FUTURE J J r ,x\/ -� REV ELEVATION GB GRADE BREAK ZONED J 1 ��1I �\ J J r\ �\ ME MATCH EXISTING GRADE FP FINISH PAD 1 I i 1 1 HP HIGH POINT FG FINISH GROUND I f- I WI 1 /\ 1N f 1' v 1 J r RIA �� SF SQUARE FEET EG EXISTING GROUND ?yF LLJ J SVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE w T+ I W I POVC POINT ON VERTICAL CURVE O ui FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING GROUND CONTOUR 1 0o i W FP,36Z9 PROPOSED PAD ELEV. PROPOSED GUTTER FLOWLNE ELEV. O T PROPOSED LANDSCAPE O ELEV. � �$. Z ' D_ PROPOSED FINISHED GRADE -mV..L L' k4 �.% cC 0315% DIRECTION AND PERCENT OF SLOPE p Fl, Q . '• LD FOR DRAINAGE^ -T O 5 __—__-! �__—__—__—�---��� �+ jyZ + 'J 2 fA Iy CQ �) CURB AND GUTTER,y. , 9 I �X -- - -- EXIST. CURB AND GUTTER 18+� % 19+00 �J'Q 20+ 0 0.25% 21+00`; 22+ SCALE: 1' = 50' _ _ o i - - I-------�'- 50' 25' O' 50' 100' - - - CENTERLINE OF STREET 349?\ VER SACE 3491q N 9g3 91 21 35 o A6 B X 0k tl? 2i3% 1 PROPERTY LINE / RIGHT-OF-WAY D 0,25% 35 AVE. 3�' 3�' 09 IN \� a '°9 1 At —_ --- -----_ PAD COMPACTION LIMITS fG 18' DRAIN (ITP.) 1 '•� i ' 13511 1 1 1 I _ _ - - _ 3 o ♦ 7 EOR I '. STORM DRAIN----�G 3509 I I i 6LS Ili:, P 18' GRAIN (TYP.) `V ry b TYPE 'A' CATCH BASIN N9TH 3.5' WIDE 3h9 OPENING UNLESS OTHERIWSE NOTED h I< hryB I I of Nt 10fV 0 ,hk ^ Y TRACT BOUNDARY I aw PHASE BOUNDARY 12 13 14 1546 16 17r,, 18 19 ;., 20 i i y FG � I I 1 " " i 3� �`�j / 1.3% I MATCH LINE I -y ECR •fie' SEORON LErmt S �------- SECTION LINE E E --- s --- --- ---- ----- ----- 1 351. Proc 030% �, a !, 11 >^ W E C P G c 1 h 1 ld' �EEPIN ROCK G \ ? 10 00 it+00 `� F 12+00 x 1hry I 'Sy1` I 1I fi+ hhti 19h0' I yh`OB - -I- - _-_ SHEET SECTION IS LOCATED o r' x I i i• .. , , BN1 ,� WAY1% o r 351.038CR +1 , R D C K W A Y 29 28 27 "'x 26 25 24 23 22 „21---z�__=__�e_�v -- `ir `Ll;• `,J `fs G I s .r \��cl{ o \o^�I �'"y�� E �' - - -�-' �i ,I( Yri `G � - -- s"' sil '5\�,,� r I------- �_0 1 -----• i ----- I ----- I -- I - 1 ----- ACROSS,��L_ ASCII ix 0 \DD 11+00 �G °jp 12+00 19 0.268 G6p hG °' �$ 0 0.39$ �• oM `S o �� hry9 / -�-�� o _ '."% I Ex 0.25% 13+00 3h0' 14+00 95+00 6 16+00 ph 1 $ w i E• o ` + _�--' -I - f- --�_ _--F-_ __---___—t A•. _+__—F-_ -1_ _i--- -I�-- fA—i--� _ _ _ 1 + 17+00 "� % 18+00 19+00 0+00 �i 21+00 'y / w J yip', �r1.2\19 35105 F1' p90 fL 76 ry 35 ' '•"� 0.2 35p. SPU q' 3496 0 349.29 +° A `#'9�9 o .02 O u'2 f / 44x O °. o ryq. VENUE o 293q D 5R� 300y y �1 . -- ---LLJ - ---- FsGiI �--'C£�t-- ,O�yM1 I.hl-ss0 p MATCH LINE -SEE SHEET 240 39 1 38 3 1i ShYry'rck, � iI hE�`'.o1 1 i N4 \ \` ♦\4 3 4 + 37 38OE, lmw 39 40 1 41 421.70% lox�L � � 9I 1 Cc \ �--0�---�--- �4 �c Fye •T52s "S.cO `T,,�, ��, y\ '�4Qe,o ,� F `F I � �,o I c+ ry y �♦ <. ?,� �`\. 1y` �o � �� ',,, ,hE I °I hE � 1E 6E ° - .- >, =A _, f. O 1 0 ry I I I i I m d• I I I I I I AUTHORIZED GRADING 1 27 11 28 29 30 31 32 33 34x 35 ; 1 i 1 2 3 4 5 6 7 8 9 10 AGREEMENT AREA I , 6' M 1 1 i G --- ' ¢ i 20 � \moo \�.v `J�� 'iris � '�rl F. ` � ( ``si I `3s I � I I EG `isi� ( 'ir\i. yrs `�5\ . •jyy .(j. ,�y, 352.3 {01 0 1 2 \�__-- •��'-----Y------ FI -_---- — — — — 2 0' I 34&62 EGP cbQ• 0.23%.r> Q• b T-. k 1° 11+00 101 Y)` 12+00 ^p 13+00 1 +00 9 19+00 9• 20+00 036 F(_ �? h '•3` or _'+ -I ♦- .j.' - — -1 — _ _ _ _ 19_ 18+00 p9 17+00 ryh 9 �• 9 35 `v 14+00 O 1G N nc' 0.26% 1 G'L " � Ery Jq9 i-�6t — -f I- 3h _ cg 1 sem" `OJS� 1 °� �' 3✓sRy J49Jr ai o� 19 Jis �• BELTRAMI 3p6. o F w PLACE o D.26% �I Lt`< 701" 350.04 FL � U7 'Ac`�"� ♦ �9.AFI' '2 � � �' 19 � 4 Bra ^� - - - - � —_- __ - -_--_ 9+` i 1 -1 9G ♦ti ��`� ry�G°1` .9,♦F � �� ��°�/° fG 9Qa .F `J$ I�1 ,eo'ixj� �1 .o .Py, �I1 c `�'�II F �%1I J� hh1I� MWU' I�II �I �ok'°2�,',� his �I1 i��lI y �1I i ���1 <a�1 o mq 24 23 2226 25 21 20 19 18 17 16 15 I 1 4. I(I 12 x, 2 . + �`;�•_L1a Rte.. � �. ♦ 1 ,.• _� .o .� �� � / �$ --- ---_- __-__T __ ��o I `�?3� i ✓ss I ��, 1 1 ,��� x�2 //' x �. `,.1, _- e _ �'Y'' ., _ mac• 0.20% %' x 'r " s a 1M1. � r, f' 0.50% P' Q• — _ � �' �c� � ..... n :: % x°' •yh1 `,, � ♦ _ �°, _: k, _ 3, 61 py y'.� r :':;', E x ". hk9' f h Z y 0.20% 2...,... L i.. ,....:, .:_:-:r' A...._ " •'.' rrxi ni ^ Sr,�X N, /1T_ O , B� M r.Y _ ..x'} r A" N ES i S9� i �qkh N, E� 9h1 ..O i 0 , x t .:o•_ ..., _:,_ �, . • 351 �. :,iy..z _ ._... ,. ,r %.d % >r, �nir,... p9 f5�r o N� `.g w'..._+}` -. T 1 Sp . x s ♦ .S9 FS SL29 F.. 35100 70 z� __.— %:.. %' .,. N� p �0�- .rr .. x r..9i•©4M,.x.:- -� l x t FS ., ,`3` 35 7S FS 350. f5'. �h x ;.:.. _.. ES ,Lf _.._.. (5 __._ _ f5 �5 _ •y0 Dry 1y :{g6 r w ,5.,�0 ,�p $�" _ � +, `�E•O.P.. '5 S` TY+DIS � 7 0 ' t"• y,. ter' � .. r' : r .P® .P l.P N� N �- N; F -n G � O C: M h 1.63% 1 n Z7 ti LLl J7 1 <U7/ 1 E1 I\ �I PROPOSED 4.5' COMBINATION SIDEWAI PROPOSED CURB & it q GRADE UNE �-- PROPOSED 5' COMBINATION SIDEWALK PROPOSED CURB & GUTTER A SECTION 4 FRONT TO FRONT LOT ROUGH GRADING SCALE 1'-10' B SECTION 4 BACK OF LOTS ROUGH GRADING YMEN DIFFERENCE IS > 0.3' SCALE 1"=10' It 1Y it [r7A'I`N�11e;lay9a:N VESTING TENTATIVE TRACT No. 714o FUTURE PAD I^ 21 $ ,._ _. qeE FlMSI#0 PAD EXISTING GROUND C SECTION 4 BACK OF LOT TO TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 0.3' SCALE V-10' PROPOSED 5' COMBINATION SIDEWALK ROUGH GRADE UNE T. CAJPROPOSED CURB & GUTTER D SECTION 4 SIDE TO SIDE LOTS R04GH GRADING SCALE 1'=10 t ryN PROPOSED 5' COMBINATION SIDEWALK PROPOSED CURB & iI pl SI �I �I PROPOSED 5' COMBINATION SIDEWALK -7, PROPOSED CURB & GUTTER `---ROUGH GRADE LINE E SECTION q LOMBROSO STREET SIDE LAT ROUGH GRADING TO FUTURE PARK STA 10+00.00 TO STA 14+17.85 SCALE 1* -10' t ROUGH GRADE LINE — iCFl SECTION _ 4 VGH GR AVENUE FRONT LOT ROUGH GRADING TO FUTURE PARK STA 17+30.02 TO STA 24+23.85 SCALE V-10' 'IY PROPOSED 5' COMBINATION SIDEWALK D CURB & GUTTER 91 PROPOSED 5' ODMBNATION SIDEWALK PROPOSED CURB & OUTIER PROPOSED 5' COMBINATION SIDEWALK D CURB & GUTTER It BLOCK WALL' I 4.1 MAXJ PROPOSED 8' COMBINATION SIDEWALK PER C.O.B. STD. It % BLOCK WALL' 4:1 MAX PROPOSED 8' COMBINATION SIDEWALK PER C.OlL STD. G SECTION 4 MOUNTAIN RIDGE DRIVE STA 10+00.00 TO STA 17+54.52 SCALE 1'-10' CURB & GUTTER �--ROUGH GRADE LINE �-EIGSDNG PAVEMENT H SECTION 4 MCCUTCHEN ROAD STA. 10+00.00 TO STA 13+74.40 SCALE 1'-10' t CURB & GUTTER —ROUGH GRADE UNE I, J SECTION 4 MCCUTCHEN ROAD STA 13+74.49 TO STA 20+99.51 SCALE 1'-10' it K SECTION 4 SIDE LOT TO SUMP SCALE: 1'-10' It SECTION 4 BACK OF LOT TO SUMP SCALE i"-10' a II -- ---° KISTING PAVEMENT N SECTION 4 SIDE OF LOT TO TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 0.3' SCALE 1'=10' TEMPORARY GRADING AGREEMENT TEMPORARY GRADING FINISHED PAD i LINK FENCE - IED PAD EgSTING GROUND) N SECTION 4 BACK OF LOT TO TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 0.3' SCALE 1"-10' 1 \all I, TEMPORARY GRADING AGREEMENT ll z 2.1'b rrEGSTING GROUND TEMPORARY GRADING N SECTION 4 SIDE OF LOT TO TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 0.3' SCALE 1'=10' TEMPORARY GRADING AGREEMENT TEMPORARY GRADING FINISHED PAD i LINK FENCE - IED PAD EgSTING GROUND) N SECTION 4 BACK OF LOT TO TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 0.3' SCALE 1"-10' 1 \all J VA CA ]NT PAIR 4 Plv/fifi 07-0742 (TPl\il 11809) ZONED R-1 c? ail-1 USE Ll / j �t. F �ayry / f� FUTURE SUl\/1P Ex PA 1\15101\1 N0013'58°E 390.08' g 1 ( _ % di N I N r I NOD'1SWE 310.68' _ 1 1 0.� W DRAINAGE RETENTION BASIN 4 �- F VOLUME REQUIRED: 4.58 AC—FT m VOLUME PROVIDED: 4.78 AC—FT N D.W.L.: 347.36' 500'41'26°E 5200'm I BOTTOM ELEV.: 337.86' CONSTRUCT OUTLET U TU APER C.O.B. STD. DETAIL S-9 I 45 \ STA 10+04.22, C.L 90.31' LT. I I ,ry % N L_ _ _ _ _ _ _ _ _ _ _ y , I _ - DESIGN WATER SURFACE m I o 117 I 'I SCALE: 1 = 20' 20' 10' O' 20' 40' 356 r ;..._. . . _...... 356 ''. 13.8'IACCESS ROAD ''.,.. 35412i ACCESS 354 352 ...._s s 7. 7.1 352 i5-200Yf �S=2.00R 1 350 FREE'BOARD j 350 348 -+-.. -` ._ o ELEV...I. 7.36' 1348 346 ___� . 1 FJ . _. �. - 346 YDESIGN IkATER suRFACEI_, 344 _._ 344 342 j 342 340 _._ j..... {. .li 340 338 X11 .. BTM. ELEV. 337.86' 338 336 --.� '. 1 336 BASIN 5 QREtEN11ON SCALE I" = 20' HMZ. P = 2' VERT. I I I I rl I .. _J LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER—EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERUNE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE FP FINISH PAD HP HIGH POINT FG FINISH GROUND SF SQUARE FEET EG EXISTING GROUND BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE POW POINT ON VERTICAL CURVE EXISTING GROUND CONTOUR FP 367.9 PROPOSED PAD HEV. PROPOSED GUTTER FLOMLINE ELEV, PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE 0.375% DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER -- -- -- EXIST. CURB AND GUTIER CENTERLINE OF STREET. — — -- — ----- PROPERTY UNE / RIGHT—OF—WAY ----------- PAD COMPACTION LIMITS —__ 18' DRAIN (ET) STORM DRAIN 18' DRAIN (TYPJ J7 TYPE 'A' CATCH BASIN WTH 3.5' WDE OPENING UNLESS OTHER'MSE NOTED TRACT BOUNDARY PHASE BOUNDARY SECTION LETTER �------- A SECTION LINE SHEET SECTION IS LOCATED 22 21 AUTHOR AGR ®a IS ASSOC-)A FES, INC: Gkt). EC}tN Cfit, ENNC.}kaitiGa '.t 4owsTaC tion resTa:E.nTYptefai} NN fSAFCT:V01y.Cltdt Yr"kiG. Jp#y29,2014 K:4. Project Nor, 922-14137 for, Ind Wade. Rude Land Ps War LIAC Mack DFs Real fawn, FIvC delta Calloway Drive t Aomfteld (alifrfale 93312. RE: Prehdnnrq Gemechadfal Engitecrtire Ituentjga6an mdol th di mead Proposed Rtcaile p Tract7165 lehicaEncon Timid by aluminum Ridge "a Rnktm i.),J, Califc'-d- Dear Mr, Wade;. 3n aewrxaca with yr �AskoD haw ae..lcisd a Yr I miun 5 V,Cle retI l1 n 'tit rnK lnuvs{gatlnn f{tt12C Sitd. 'iamrnsmlis htUar 8]YGKM1I,a'atiOn ere. presetttcd.n ilYe alLYu°ft Mow. ile ; If you Lave any ttuestionn, at if we finer, on of further as tstance , i ttar. de hot hesitate to contact oil, t"r661 817 9200, Vfljen a ) Em Respectfully J'i}iITIEG,A_N 4 yGnh ran 8enlrg4am i4snme Uo.wdstuns L5 V, Axoa. >gkm*f d C,, wxc.(66P B)AYJnD.Mb use 47yrW KATva, 022-f4139. Peco Na.l O: F k eg[abs an dolor 4rk Corarmta 5lah•nr-graiu boor slwatd be hndcriallt by a outer s-ap¢s re,arder The was vapor reorder should br, installedIa ammuvdamee with received way:nnr,ho, prectc, 'Che woudc, rivers Stand be aeovd aLroazatele in order n at indepondeatiyof the walls and foundation system. AIL fills required to bong tete bulldatg gads to grade should beMaximum Fills. Nioeture within the swerve on, A hn deivc,d from water vapour; Mich irate tmasfarmmd from the ma7stura withinthe snits Tris, unoo re v fapor an navel through the.. vapor and etyinthe' Papa pG[A scab -ort -grad&.. inti. armed. "mor mainstream am am merger float mainland and produce void add sailaarr indinstNcturo. Tn recktas tnriattun vapoz iitra5har, iiiamwmernndad ihasavaportevzrcferhs" inrailed. It isrammunCodmd that fine utility worship establish, guircurris by compaatmd, as upcoifrd in oun'r¢porn ni reduce rlutransmsas"wmofmoxstprm dnonxts the utltiR trcuch backfin. mxialattannceto the innnedinte dtaannRe and brigatlmi arzximd the betttdtng is reaumxmerdcd Pinetridevnages'naddha: malminhud away front the strscriere and should he maintained throughout the thin of die structure. Ponding of water should not bo Honed adjacent to.9 s asonoure. O .r taiga_ inn wood, tandomquid aroad sc auto to +.a sbacnare aboard rat be perilarnad In addition, '•p ilmi. of tea earna .c (+z, uartal ums, fans) is rianumpended to unions the opinion a&on ofia ceim motunim Imtemel thrth Prmurta and 0£eta£uiiw Wall, Wa£is'-tetaianrig. Fslrrzairnl bavi;,t3 nam uapadafeof dcfle:.itng a minimum nF d.7 pmxdcnt n$ Ra hotpfr#pk tire top mac to desidonaC -,ing an equivalent fluid amove press. of 40 pounds, per eq fact mor fine[' ePdepth Wal, that ora In.;.pame of this delloo as or walm dist mr, filly waseemamd apbw d6flwtion xray bar desagired For as onfrom set field octal presenia of6n pruads:: -game rant:per fact per double imuessimn soils should not he hand for Analogy against "Ili. Ilia cadge of mori-axpanr£tr is kf"ttI unpaved armuad extend from the: bottom of own mtAnh%wall outward maid upward at a slope of :2,1 havieforanl to vertieai} or Ratter. The stated Island... dowaiives do not include die affects of hydmsmtxe vemse pressures generated by irnfdtm tag. a t&= water that may. ucemoulaie Poland rte Dumg gmo'wg nod dardt"rfilag mpzgz@ziotia'.adjasair or any mills h m -Ir aflupo.ot sheendl not bo allowed m apefaw yti* n & latpW dbmnne o€5 Ades ;nom the wall, or within a lateral drerwae squat in thewal7 k}eiyiit. whiCpb`r'as fs gtaSr<o svosd deysbzpi e xcesrive Iztc.ral pr scores. X o to Nis "',," bialyhmd operated ad oro.... ('edea kora,' vidyMNI phow, es. or.'ununnanc moo"nours) should banned m,crhMxt the baekRitsoils. RAI -al ac lest Rtrsnita vat i'averneat Denten Tore ft Valan sem>las was obtained Kim the project site it Ago locatiuus shnma at the attaining rite: Flux, '1110 examine Were tested I.a act di co with the „shirr of California al warfare sonme l Tui. Dedynanon Stir. RusakaAfthetests are as dslmws: - herean& maintains to. . Vieth Cflice_ graving The Ceases Centel maw ^-r 3 Ra, vtTae -n auv law, No, G22.11137 Page Ne (i ,volver relocated. i (xm rmsnhiag mxcava#i ild #ie yd ea io S}ret:native ground and backfi lldd. w i!t lummo eared Fill, connected m n documents of 90 Meant 4T m ssionom. dans ed, ImMd on ASTM Test lfethsd t"i1557. Diacidem arers moved by dcmaddistt aniivace, should be removed. andfu, recmpabt4;d. Wafer weim3pould be abandoned in auanrim7ce with the aowo AwAkm& Sandy Met conditions More :chairm ad at die situThese hatm a teadcmCy toc e .m March 'Matl¢amavanoas, yearrag AN sloping back trench mov,Ile m& he required 3' _. collo. After attenuation of the reaomanended site preparation„ the site should be 3dfmbla kdtshalGiir footing 5upparts, The prapogi stturomw £oz,tiags may IN m s trued running an 4fi2 hte bwigg Intends, of 2,000 p: f fordead-plus-live Wood. Features siwmni have if tn£mmnrat zmbgdmont of I3 order`. Craundent¢r lntlua=nee nnStrnefurasr`Caaas2ru n Basco an cur £ureftngs and historical Yamortts it moose mntidipaied that mound Amer ',ails rise within the zones_" mueturd hilum ass no afta the .@ nskmgoon of Tgjzmiailo,ts and pavements for the m ddua. However, ifevthwork is Performed dining t}a+muxngi}Es'pafisfndstdfpreaigimtioar the sulnerarm soils may nuance, Adenoid, •'pump"'or not mNAm be dors$ficalao y Wimkuas. Twiied remedial ma minis tnciida: diacnig and Winning LBC soil during dry'o mixing tine soil with dryer mektaals; imosomir wid ra rlumbigthe gust with err approved £II matonal; or mixing Hw,.mad WM Melodrama Fine is meet product (I firm should be uninvited o6oeto buisForoutinB in uhserai thew bre sub iD conditions and provides m late rimaturnen tsta gnat P Fp pr 4 dc5'toia_ i Pre taxation Ugrian] also clearing Mason include rdmOval of vegetation, oxi-bng u6dif3da, optimism 'iarittding- rbundations,.domineer word, And fine.; frees and muco ded .or systemgsubhld, mbbjaaltb and any. I o sa merger saturated rnatnrom ao sit' 3n• should mut nil ar r Aro $ .tog x e ip a i nniutn iCpOr DS2 4n A inches, ar un41 all otgipinm in axmesa of 3 perceaiby va6unte azo removed. D id ar sgippxag may tw oodu ed as locafum meas. `them naugna;s. will fish ho suitable far use to Fxiginceted Till, Hoverer, a'tripped know t may basnr'itpilednod teased in latld9espa4S senowiunnnalsome. Approximately 2 to 3 test of fill adaterod was mttapnnihmd alAzrgdaty sau ave, and eastern edges often site sonexatd with the soil hertita The fill =fares] iingefy§naeisk+d of arty sandand sandy fill wits" some pliers dremea Gc and asphahfc oofivms 'rho ihicham old extent offrll maivriul sea owed : an limited ter, Perhaps and visual observation. Thicken lilt Ianprasenl at iBestm. Limited testing }sus Factional on die fill soils during the farm of ore find aid laboratory iut'sstSga;lo>u- The fire#tat testing indicate, the Pili soil had varying strength o(arttetaiasiiei ran't'ing drum loosely planed to compacted. Themday, it is namen umded that the fill sails be cccavkled and dooddredid gh that the nadvo sa£lacaa be Propmr4u propnredThase sails will be suitable for rCma&'aS En' FiakpmYtdpti they and, elevated of "notation organics,, dMwe, and fragnnonts Inmater than 4 Il}a I. ueaxithttp dr iumdam Prior to dardifiilimr Krezan &Associates, Luc, should tnspnct [hcbotfom 4f tpaeaccwa id7p to verht no additional renmaiil is tefpiered, - - - K.. Al As Marga, Ise, 4Y to (:d" inevnr The some. UaiSd Stater 4 rtb .titxnra.. cis,.. KA No. 022-19137 poic No.I I moderate and'inaieno. goodsiddinde suppwttr£israatriiiics under dpaunie traf, roods, I'm mb6mngmbie shows thcrccamnnandad pavemmt a aetlpats for various traffic indices. dissigho indaxw are not uvaitabie, an estimated (typival valued index af4,5 may be used for light 1. d *bile valid., rude. of7.6 may he rand for liglntfmck tr4flic. The Cdltoming rec4mn cy,fintons am for light -da, wit. how,duty Portland Cemetxt (bonereta pavement mations. '... An £wdiemied previously, fiillmaterial is located an trio site. It is recommended that any uninsid fied fill nx odat encountered union pavement dares be mmoved apNar raeempaand. The fill material should be moisture -conditioned to near optimum m.oi5tozo and t2 ngwtadto a Ynimmtnn of 90 portent of With ..pial Ile, wmftn Lasko said, ce vi+yi osid'vocin v lCo Ne H22-14137 Paw, boa 7 Tice :ate was utilized for agriculd nal purposes. Associated Wads this a a elopmnpt were dead, kew rancorous suck as uuRtm et irrigation lima seandumixy mrd water wolle fluca Wray have cxrtnded ram the pram site Any sundry or hat4ed mor,tueo emAnturaeed during conatr:.etxou should bre pmpady, maimed andyr relocated. The mankins, excv,ganors, should be bac6fllled with Engineered Pl1p ,,apacfed by . mhnatnl of of o mina a` amsimnm arndly based on A5i 1f'rat-Riedel 53553; Managed areas caused be denaldion mooraus should be rumored;ped/or r cwpWmd- IdvrmAmmA deruw5slraas, a, soft and pliant amus em vdN; betmv planted lin 95 mornme lewd demild be cleared so £inn uylv;nti ed,wil, and unmerited with EngineeredFill Su pennon, any aspdu tanks. abhom pro, cesspools, or simvur sEraetuws should be whouly remove L Comate footings should to removed to an ed.minsts depth ofat:knot 3 feet below: prnpowd mooting elevations or ua overvionded:by the Suits Engineer, If nor utilized for thin rev; dovei¢gment, water wells should be abandoned in nomination wild the dmay standards:: Any ether Armed Nometwxy Arnold he removed in accordance awls the+ reamrnrxlanaalaorts of the Soils Psgreteer. the resul:mg axravat-oris siYasld be backfihed with Haginoplcd lihil, Is Is SYCQtarlOpamd fah@vnng 64iippi; �yfiil rcrneva: Tawas nes, it prior to fill p newounI, it. upper 2 fart of native cost worian proposed building areae be edsmveed; worked until toddlers aid face Stem large clods, mais.nroe e-mmared an rceesaary,and rseompaetaned. to awool.r of9tSee .porre ofdensity based nn AS7;-1 1'maP Mafihod D"SdT: Prier to fill gtleta,nerr, a is recvmumndei that tRe oxposfX2 schemed be mo(etnfe-cuadihened and theaf-rolled ivifh bear, ednrpnwnt and dmn vnd by XramrA panomfaw,, lou to identify any mutable area -c 11rs+ah, rev,, gbmla ue evica'sTS4 to firm native d times or rump ai mid neoompacmin should aumm a nra. n um of 5 feet beyond stila lura it is roc Ix osad t .Lor a wo k zs amrnsrdaA 1 tt d Hent and 0 r a iahsa ren �1Dtacnrs: �N* Pr'r� P = y t : a depth of to inches, worked und, uniform ind free from 1a Chubs snBtrzndc he conmod aril * p t s rb*a . nand%rare-coodumned as nccessar}', and remnnpaetec to s hummer : of 90 percent of mRrjmum damity 4eascdaa deSTIO Test Method D' 557. 'Tfie on -rice, ob€cbE silty ataa sapdy eoi.a will be 3Uit9676 fMTortse us BiBimand tilt, provided they stecleansed of asgaa&iv& mdwd m end debrisr -(Tie upper $Gttfr, dUiitt$: Wet WiniEC Monday }te4ntr6 Yet}: under atlC to ole abai}TlrtiYe dlS cteter4:LIC} or tlse axiL Eatibwork operationspeifo€med during winter .months may brxccnmier very moist unstable smba which may ramta =level to. cx a stable baildo foundation, pretax site watermeo s consisting of plaeemedt of aggregate baso and piotaing scandal soils during doe oureav encs, phase MooAd be performed.:. - -. - A mrsee martin e ofour famshouId be. moment dutmgail: site clearing and gradhig corcntiaas m tostand w tardmiu k caro candy This fortingg and obuom um is an inuo sl pert of sun awrox o1rsC e ru m } as acne tan. if ein iswork m rsontcfien in dependent aline cornpac ore of (hc.ramrsil and Mite smbilftymf 9 %a mteriaL The Sails Edition, rite ` fumsit Witt}' outland dtaf davu got poor immormenia and. tmbu:- rc9urremncnts" Fwihar wcamme:ar{a;icns of .chis rapcaare pruticoted .tpor thms§sumptiar am mafthtGaata uTnstruc800 will conP'aitti to iapm:nntdadorn sn.1 draft in thio ;,acftgn and (fie t3n@{nxexvi loma a S, weencon, Inc. Wits Draw, Sxvfng T. Were United.`mwy xA tew int -1407 p 1¢o -I2 maeimomrune itt based on ASTM1a Tess hlmFoul DF557. .Asan alternative the Owner rmY elect not to recompa;.t lire assistant fit eitluu paved a u ax. Ficanuni , the Lowrox should he aware that th9 paved areas mac settle which an require amuaal mo ten ice. At a m ima n it � roc m de t the .y y req u n. a m n s ore en d the oaper 12 undo es pi'sbdgmde coil ho Fornicator waslitionrxl as necessary and rraomp wM to a miumma cJ'FO percnnraFinaximurrrRarisi#yFiasod oa rt3Th2 Tcst Meilrod DiS53. Seiumbic Panaxn a -- inti' Tire Site Class par Section 1613 wide 2013 Caul drini Rairded Co m (2013 CDC)and fable 203,1 of ASCE 7-10 is badeul throw the site sOPtet+rntftiotts. Ttia nmopinlon That a Seta Clam fi is cnosf M«srsNScmt with the ahlem site soil eondituami For mis"d design of due mammon, usual me it. should ptosiarma of the 2473 Cap, we reyimmandthe €aintingphv2_netzis: nwwNr I TIN) Foraniu) Sao sacs I its I se 51Is I an, 64 StSsit SDS 7#.ifC � a59adiY lt9D'a34 � ¢ � 1:133 bib% 196 0.3c1 L5b4 U?3.1Ga2 G:Tsn 119,36914t.1 .2 1 '_;i 1.20Feasi 1.14«. —U.Ais 1�0,664, .i.lo.s:an ax SGC IN Snit wr '. `Yaeutfate in mrd.ea €ha soil m cativo waren mxY rrralt id en adverscretigfion utetweea fisc coniegt in cexamoro for stucco) aro the serif: I-ILli7,"A and UHC hypo developed criteria, iirr evaluation of sulfattt Knols and hors mor radius to cement roaetavl{y with spit nuffir waiter. Mid opopicc'very, moahwa from the htu 4 d to and! In axeau'ancn with Stats of clubarldit Materials S7du£rat Tflst Desi`+y.Ra&on d 1 i- lite 5al.rate eonetiatnGtrns detected front Obese soil samples ueru+feds tBoc fill ppm and are hokno d -.e anaxtmurn alknolple odU05 established by Efi,1171gA and MAC, Reverser, it is reeDmmvndec%a Type it anent he tailmoul to campansate for sulfate m=i%ity with fha em d, ComnaMed YTetCNnlActi•eoinn Compaction specifications are not the and, erubmas for secommuce, or the site grading or Laber Streit retl,itims Revulsion, the aomp&4%ion test to the meat movervaily iecoyj.izmd .est mordom for .,swang dte pgrfatmaaca of the t5ead`zag,Gkinfzbotor. fnm numerxval teat assets frau the wmpac(ion test centnat he mood toprrxf in Fin cminswrirg;pefflmnamerof fhecompaCtcd mueraL ' romfrse, the compmrtao of Coatpadted matariars wIS.1", le'damoul,rome Rc statulity ofdutntatc rel Th,siddeimEmPavrhesthe : grown Jr neszwext s, I. onto Ounces u'r,,Ie C,, coa,m Canon waste Twor B^com X-YM1:Y:v Ci f n'o, 9>--14137 Puts No.8 En 9neerea Nil 'Che majority of ties upper name soils midi fill w,4wrial wahin the Fourier e t_ az sduar uet a sare. aamds„a y faits, one sands> of are 'all mile conviaad payees rwc000 ole and sip "Ific assn vete d-Iche TBCnesDa3ywdt heasdghly as Lugi%dMart ilia,<grrrvitied they ere CFeanaEa cfao.ess[va mrgnrics, debrtaand dfagrcegta greater than 4 maling,£n demotions, The prollbmomatsmals spcglfum for l u onceredfi[t i notable for moM Applications wit, aro wmvption of "FkAim to aosiao. Lowdeet site ::wxntereahoa and projection. of micyad soils during. the constnicdou:F ira5e should be the sole reepansibitur often Container, since de lv,1s mainline Cantml or the t h 'ea site atttatttime: ... trimmed Far memrial should be Forknu pool., non expansiva m n lar mentor with a pbutuddy red" Inca than 10 and a UBC Etipaovot tides Ices than 13 Imported Fill intent to from £tiro anka and lumps gteatar-3,en x inottea iu diameter. All Exported Fill rea rr'•at I'vold be amounted forMPP ova W medals tMeneerat Ieam48 ldmvpri¢r ifl delrvnry fallt ante. 5n "ick rioisture-c=orrd£tiaitedasrecessa s'd in i roximrttei Chen xn bill sessls nBsutd be placed (flu ap@. } 6.. TYe , : comported to aundwo at least 90 Forever muim= dement, based an o"GM Task MadtRd 81557, Additional rifle Abroad not be placed if t$e previous HF, did or mustily, negast& dry den io or brand contracts s am not stable. Drain. ITsadxrmnino. war ifica - 1' nrekti 4 ma'>-rn r[@tk CGD ground surikan should slope away from banding psssE ane pavan t s r F F inlets an sense Native dsninUA o divines,. In ammodpca with Soonou 1904 of the 2(0 California h asddmp Code, life rpaammeflded that theyrstnnd surffl adjacent to bronndations be slopceiu minimum of 5 percent fee a imonsoon fid mm, of idt rat may tmm atrnctrre„ N to no approved fracture, MCWS'QfdrAinnoenuvayxnd@. Scvzrian used £arson eaofdoainage and located Within 10 feet of undress, seam to Pavement and 4 4 h a fi)indaffpu6"should Fre clinoid a ntinimutn of 2 percwt#:. Smppvtau. - p =w,iDrk`mterua flatwwii,... Wagon 19 feet or buddsrg o unt3a dve. Aomid be sloped a minim= of I Mood c lWur him, the sfunding D.uinabse armliems ahmid be inaatlained tocarryall surface worse to 'r di'r is tufo oftLc m T 'nes l aro rata t c a uolkectisn facilrtwc apd aiF-sots- h� g d s huu o b a tk p fie:. le lit" Trench bbekiill tdtiefy munhus .mould be usaavered according to a>reoptad wenecrisng, punitive, fallowina Clem -4 'y eat A amalar? ; methods by a Contractor ex reausai '!it mad noug. :.: {(IDcupatipnal SaSet,. and Health rim ....Kon}"sPm should in boom the. Cr succor. TrafYc and :. TIN, sasponaikiilny fee rbc: saEsty of roup t4pEtpheN. .: hr u t should be MdUW; cyclic I'mon and drying of esoavatims side vibretien adianatx to trench waJa aiaiud trued, Y rt' nt: slopes shenilbe avoided, + ^ui o€ atiC'c. uwnc[tcs er'mmdwsxcr l tFd end" u nit,tat3dux sad d,..n sono.. a. a ung ¢gnYlf. r ,._ flow May ripen tattons world I:e , , Napoyodlu daring or s4mr 1i, oamwth; painds of pre4 tatim, Rraeaa & .tasaelates, Ice, WUF.IInicra 6+xvine I(ia 14'anrcn irnittd state. e.,.w {ac is+}:u-e. Marion of rmjmat* oily *wpgoftd ,aS+jmgardCass of the Thosom of expect U n If thnt material is oorsidsrad ic.baa?3AG'ebta Air tfi4Wte¢iHE#abYfrty to musrec d. Asnfecfmraantxoaiadsrlui _foil nw . 1 _... 0tm ;~rsuii'est. f . , is n viii sxhsh lout been Compacted n;th an ht hint imau pmlizg pei'M mmlmarw rafrigare vended scintigraphy We *Ali aplfsnmm remain. 71us trio s,f dty fill (ooffle till) is snseegutbieYarfaUn SeftWMasit if it baC6ittts`namYxtad or fiaPCtet3• 7evrin+{�and In-gpecti9n ,9 mpresenterrat of Krazan & /imitates, Inc, should be presort. it rho site during the egromm ll aativarias to ,n.foa, first munj sutn.triacv ... unions now tx rscor4-'.t cairn the explicatory 3twdy o&, This aerkity as nn integral pari of nor service, as ae = e" or Nionw err nomination is dtpmdmft upon ourepa,tio. acthig and stability offer. roma isaL P ds N. picsentatwo ern also void, that tits iADmt of them swdtnmmeadmians ie itmurr'poraiad into the project deme, add ismaragoaTl. Kmiec JS A-, i iMs, las will not recommends ds f x grndos m atakimy suicofh:s is the xgmNmy1 d y center ams, Conwdm. Saxes&ny,£tia7xing is trite o4;?{km aimWpat tdttvs?s'"s1M,of{;tvt9dugiseering. Thin trra.tch al Ciwit FneS tecang is own}Tandy.?it as Bean tEehrotr ngpnd tktteltr>gxitc7inR cf yn1'x 5ciexcs ,ravrnca d.nangli your site was mandarad Labor file most appropriate air€ most ant o nt twnlquo, and v ilmde, .Nmol rods then, mill be 3Ubatmtitial flora hapmveme a8 in this branch ofu„ inaerhir. In addha¢n To ad,ment lieats tr the field essf yols F.ugheaddine physical dumb" in to, soo either iliac e.: Nemo [fml or FIl ptaoemeht, naw commy'sudyda4oug or possible. chamber m. -the prxysrsfel "ou'- a- ala., the ands report is completed off require Pw sails, nouns to tae pmfzdJIDAAIIY uleItion In field of taus, the Owner should fn aware tire[then, is a practical drul ha the duet tum, Tot one mv.n "ithoat critical undem Although the time daunt for this Torii ce Ia slowly arbitrary, it is dosacafcd That 2 years be eoundomd axiom iabl. time for clic umnilnnss if alis report, Foundation and earhwom'k witsrrolimsuchrommosiized by thepcumee. clu calculated oak that Aid and gvxxuadwater conditions have hoer fully nouchmd by thta aano al foundarom recs6gatrpa. ibis risk -is dcrivni dean the practical necessity of basing usurp inions and design cmdowfons ou limited sampling of the rams. The vecuminzndati rmi made in thin porn l are based in, the assun peon that anis : sunniness do not very: shondicantly from Chace disclosed tluring out field :invehpmlina. If any variations M r mdesbubls conditions are encountered dmrin • canstruchou, tie Sols E onaco. should on notified as died au me mental recomarmaytions may bemvd'. the uoneluoio s of this report are based an the nd ami ion prorided eegatdno The proposed wrsinzcfnnn.:Rthe proposed consnucdan is redressed or when mon- the concmmonm in ibis raise" may Wei tw valid- The &hiss F aginea- should be naflfind if Me, changes so the,tenpmmaidtimS map in sm,w 4ed and re-evnni tedid. kTaxamz& A48rewns. Snc. eco &e.:', 'F#d ti'wtam Z;nired3tuts: N OTE: KA No, e22-1411' Paye Na: 9 Sandy Stitt 40Rlht9nr we,'e ertG9urtmrnd at ihm alfa: Theam eD - accts have a tCndcncy do two to tsmCc3x wall slcatauom . Sharer ar Murano buy trench adewalm may histamine within Show saes soils. olds, marsh 6aa1di8 placed Ia. w adjacent to buildings and exterior slabs sboied be Condemned to at Cost 94p ercent of fnaxisnumd revery bwed on ASTR3 Test trimmed D1357- Panay froch hackfdl piaoad in pavement areas should kaoompared to at least 40 peresPl'of vrexnnrmi dena7;•,v based ar. AS Lal Sim ,43ed usm D1557. Pip. bolding ahumid be in ateard z e with IN usan.facrois", naanmmzndutsana. The (ourturm is YftiIxmmblb,for oremmini all endin ieNit ro sails from &e trench rc_nrdleas of the. uaoirfiit Ia�uoxr aadp#t�imt2zrjisirerrregts..1:.6a iuntrnaftrr srnoutd fsa aggropria.e equipment and mcth;adc,a avoid degsaga ti the mhities and/anstr;Smmn d'iring Gll FTauenxent andeompaaion. Foundations After completion oi'tiac Ile omparatfon, die site should be suitable liar shallow funding. sappons Me proposed strusu rm :very be supported on is eiallow friunde ke system beaciog as imdiNar €d native sells or Engineered Fill. Spread add uretinumn footings err be designed fee the fsilmodul num m enr allozvabir andbe rthid Inventory: k.uad ..,, Algerians trend load Jnr v 5 i. i Y Dead -rma-cave £.nail z ti TotalLoad, inclydiug mina ok seismle leads 2,fi5ff psP [ Footings should have mrmmumolnixd victims of 12 inches paid III term unity, foredo rs axturPor Rardso is is wt, Footings should Man a Malcolm with of l3 friends fcwdlea,,. of load. Tfie ta.,-i voil invention, is nm mquicaCd to maim I.hich CJifPerentia; stat moveerlcn[ should be less Cn is c ted e occur d r e ucti n s the loads are applied. ehaa '! inch. Mask of ilii 3ad1Em t xFes a u rno a. Warn o a.. poi H¢wavor, additional pgnExgi3stmcf£oc aourcur u4 may occur if the foundation axils as floodud or sahaarcd: itvaisanca to Tamm[ focrhn iEu xiflcsxeut eau azedom uted rsia an altmknbie frietaan .actor of (i�TMr g ! p § .i "f , -tea"stance far hoofings can noting tart cetxt c,. �nx of and the suppoa.ug snbgtadu> Latera r _[ h aiYea+ssa et' ha covalepod using an a.lmnahlc eeutvatetnk fluidpasstve pressure of 325 Fronds per enbio - - ort` vertical ' . ad nd remove siurnnmv off foot acLapag. Asst the appropriatefootnngfaass 7iri}ionct m R era the sail may, be comb4tal wtthom ropctnn it, daterou riag the total larval rasivenou A N increase ti die above value may an used for short duration, wind, or seismic mads, Kr ee,wsveratae, Fan. LL outh OfHws aswi d Lha casteer, r find Srata. KA hen. 422-£4137 ysv_e em. 14 Vu, m rst iia P,ch" "MA Gmersocuttca, Fnju maiig joinsi ighoso ,nth it., mrprow of evaluating the. soil conahions in :Arms of thananders n£eaign. The PAwp6 of aur )u vice= did not owes k, any 9savdwri ratted Sun Arsessmtnt tar the piesevec,or endaka, say hasarefous and/or toxic smoo--irls in the And, latermwatnr, or asrwphdrC of tho presence of wetlands. Any Ratunenta y absence of economics, in thin report or ore airy boslne log regarding. mints; mu"uak ,, caspdkaw Eare_a, N, mad diems m ewrvnf are orderly for doemrunow puruosx and are lot intended is, convey o guise sing jingoism regarding potential hazardous andor toxic mean mcnL The gegtmGhcinal mnpaeormg r?owcascim, prasentmd houan is based rpoo prefic'snrul Interq ethos, Middif ng standardengineering practices and a degree Of usam,v.tism dsansid proper foz tare prajeet. It Is met converted tout such irfainatian aid fiderpretabsor cannot be superseded by Fusion; Rosemount svvomt ung doodemrnents. Coe condra m thatfai, tapat is valid Cor his proved wadded above and mond net be used fer any othef si.G:a.. if wit mile ally Guesi:an:., of if ve. tory bit of doctor commmray, please elr atie remota In oarium -ever office.,. C66.T E,7-92if}- ReMsRlew `Rarsounhdly measured, d(RA`f,A\ rk ,AS'£t}CYAT£t?, INC,:. SOILS REPORT INFORMATION AND RECOMMENDATIONS SHOWN ON THIS PAGE ARE INCLUDED PER CITY OF BAKERSFIELD REQUIREMENTS AND MCINTOSH & ASSOCIATES IS NOT RESPONSIBLE FOR THE FINDINGS OR ACCURACY OF THE SOILS REPORT CITED HEREIN PREPARED BY KRAZAN & ASSOCIATES, PROJECT # 022-14137, DATED JULY 29, 2014. CONTRACTOR IS RESPONSIBLE TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT RECOMMENDATIONS AND THE SPECIFICATIONS ON THIS PLAN. THE ENGINEER WILL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE SOILS RECOMMENDATIONS AND THE SPECIFICATIONS HEREIN. IN CASE OF A CONFLICT, THE MORE STRINGENT REQUIREMENTS WILL BE REQUIRED. .mi r.( t44_oe N in z a -C1tm taM t'?ryfiAa aro STORMWATER POLLUTION PREVENTION NOTE& 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE QUAUFIED SWPPP PRACTITIONER (QSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE IN PLACE. (ECT-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE -1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, MEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-i,SE-5,SE-6,SE-$SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABIUTY FORECAST EXCEEDS 50X 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE OSP. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASOKS HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE USTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE UKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SIMI DOCUMENT FOR THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. DUST CONTROL NOTE& CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED PATH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABIUZED OF DUST EMISSIONS USING WATER. C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST. EMISSIONS UTILIZING APPUCATION OF WATER OR BY PRESOAKING. D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WITTED TO UMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E. ALL OPERATIONS SHALL UMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT METHOD, SE -7). F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTIUZING SUFFICIENT WATER AND COVERING. G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS (NS -3). H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY USTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. DISTUtffiED AREA: AREA DISTURBED: 32.98 ACRES OWNER: BLACK OPS REAL ESTATE, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 TEL NO. (661) 679-6780 CONTACT PERSON: MATTHEW WADE KERN LAND PARTNERS, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 TEL NO. (661) 679-6780 CONTACT PERSON: MATTHEW WADE 1p-RaLowo BLAINE S. NEPTUNE, PE, QSD/P QSD CERT.: 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA TEL.: (661) 834-4814 I jaift, I WDID# 5F15C372732 PACHA0 ROAD �2P SO E CT 22 ❑. 61 RVIEW�ROAD 21 C F1 24 29 28 0 70 0 26 McCUTCHEN ROAD ¢ ¢ 25 30 HOSKING a w 35 36 37 T'3'; < 34InTPuwRm0iD GREENFIELD n 1 r e 11 wENTER 7 a a CURNOW a n 4 o g z L 8 I--, 10 5 , i 1U 72 7 VICINITY MAP NOT TO SCALE LEGEND FMMATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A) CURB INLET (SEE DETAIL C) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (TC-1) --s-tt-r--r-tCONSTRUCTION FENCE I. SLT FCE ® SLT FOE ® SILT FENCE ® ® ® SITE BOUNDARY FR - FR FIBER ROLLS PROPOSED STORM DRAIN LINE = — — = PHASE LINE CONSTRUCTION NOTES: (jam POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) 03 MATERIAL LAY -DOWN AND STOCKPILE AREA. 0 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 0 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL B) OINLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL C) OSTOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A) NOTE: ONLY ONE ENTRANCE IS REQUIRED FOR PROJECT. THIS ENTRANCE SHOULD BE MOVED AS NEEDED TO ACCOMMODATE TRACKOUT PREVENTION NEEDS. ENGINEER: GENERAL CONTRACTOR: MCINTOSH AND ASSOCIATES 2001 WHEELAN COURT ------------------- BAKERSFIELD, CA ________________ TEL.: (661) 834-4814 CONTACT PERSON: BLAINE S. NEPTUNE MAX 12" MIN FIBER ROLLS 8" MIN x-3/4" x 3/4" WOOD STAKES T MAX C SPACING SECTION A -A DETAIL A STOCKPILE WITH FIBER ROLLS NOT TO SCALE DETAIL C CURB INLET PROTECTION NOT TO SCALE PROFILE NEW , 7FW 9° MIN PERMEABLE FIBER UNING n ® SLT FOE ® SLT FOE [P� i20' R MIN m 0 M o m t7 O o 0 m SIDEWALK O SIDEWALK Z i- 8 a Q J CURB CURB INLET CURB ¢ W U � FLOW FLOW v GUTTER-��17z"V W co GUTTER k- ow N Of rc G 5 LEGEND GRAVEL BAG DETAIL C CURB INLET PROTECTION NOT TO SCALE PROFILE NEW , 7FW 9° MIN PERMEABLE FIBER UNING n ® SLT FOE ® SLT FOE [P� i20' R MIN m 0 M o m t7 O o 0 m Z i- 8 a Q J W U � W co < ow N Of rc m ^v b 15' MIN � M > U U SILT FENCE ® SLT FOE ® SLT FOE MOMMENME DETAL B GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE T F) W U 1r1 W C4 1.7-7342 Ph 1 - 3 FX. DIRT RO4-0 7 1 8 0 LEGEND MATERIAL LAY—DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A) s CURB INLET (SEE DETAIL C) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (TC -1) l< t f — t t t t —�— —�-- t t• CONSTRUCTION FENCE SLT FCE SLT FCE SILT FENCE SITE BOUNDARY R • FR FIBER ROLLS PROPOSED STORM DRAIN LINE PHASE LINE R/W & TRACT CONSTRUCTION NOTES. 01 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) 02 POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) 03 MATERIAL LAY—DOWN AND STOCKPILE AREA. O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 05 GRAVEL PAD AT CONSTRUC11ON ENTRANCE MIN. 50' LONG (SEE DETAIL B) 6 INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL C) OSTOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE s WAY AROUND THE STOCKPILE] (SEE DETAIL A) NOTE: ONLY ONE ENTRANCE IS REQUIRED FOR PROJECT. THIS ENTRANCE SHOULD r BE MOVED AS NEEDED TO ACCOMMODATE TRACKOUT PREVENTION NEEDS. � v ® SLT FC SLT FCE � F- 10 11 12 13 14 15 16 17 18 19 I 20 '11 _ G PREP PS PH_ S_ E 1 - GRP o PGG°P�Ps`NG = _; 456 �7 48 59 50 51 52 Q 53 31 / 30 29 28 27 26 25 2421� ^' �i� 0 45' 44 44 43 42 41 40 39 A LT FCE FH 71 / 33 34 27 28 29 30 31 32 33 34 35 �w w 22 21X I W W rc4 r ... as WX SE 22 _PROPOS D TRACT 7140 1 z I / 4 5 6 ...3 ..�. 25 SLT _._.._.._. FCE 28 �-- 30 SLT FCE O LT FCE S T FCE SL FCE -11 __. �—St mom --- FU✓ SLT CE ■ cnFw0 QQz 6 ^'-- w w U C n C �0 1 2 3 4 5 -- _ 6 7 8 9 10 11 1 2 3 'ow 6 6 VERSA CE AV NUE F__ U � � �l / w 1TO�0� U 40 39 38 37 36 35 34 33 Q Ld O II jj IDZ 3 ---- CARUSO ,�-J� E N U E 1 2 7 L� 7 1 8 0 LEGEND MATERIAL LAY—DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A) s CURB INLET (SEE DETAIL C) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (TC -1) l< t f — t t t t —�— —�-- t t• CONSTRUCTION FENCE SLT FCE SLT FCE SILT FENCE SITE BOUNDARY R • FR FIBER ROLLS PROPOSED STORM DRAIN LINE PHASE LINE R/W & TRACT CONSTRUCTION NOTES. 01 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) 02 POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) 03 MATERIAL LAY—DOWN AND STOCKPILE AREA. O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 05 GRAVEL PAD AT CONSTRUC11ON ENTRANCE MIN. 50' LONG (SEE DETAIL B) 6 INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL C) OSTOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE s WAY AROUND THE STOCKPILE] (SEE DETAIL A) NOTE: ONLY ONE ENTRANCE IS REQUIRED FOR PROJECT. THIS ENTRANCE SHOULD r BE MOVED AS NEEDED TO ACCOMMODATE TRACKOUT PREVENTION NEEDS. � v ® SLT FC SLT FCE � F- 10 11 12 13 14 15 16 17 18 19 I 20 '11 _ G PREP PS PH_ S_ E 1 - GRP o PGG°P�Ps`NG = _; 456 �7 48 59 50 51 52 Q 53 31 / 30 29 28 27 26 25 2421� ^' �i� 0 45' 44 44 43 42 41 40 39 A LT FCE FH 71 / 33 34 27 28 29 30 31 32 33 34 35 �w w 22 21X I W W rc4 r ... as WX SE 22 17 16 15 , 14 1 z I / 4 5 6 ...3 ..�. 25 26 27 28 29 7 1 8 0 LEGEND MATERIAL LAY—DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A) s CURB INLET (SEE DETAIL C) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (TC -1) l< t f — t t t t —�— —�-- t t• CONSTRUCTION FENCE SLT FCE SLT FCE SILT FENCE SITE BOUNDARY R • FR FIBER ROLLS PROPOSED STORM DRAIN LINE PHASE LINE R/W & TRACT CONSTRUCTION NOTES. 01 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) 02 POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) 03 MATERIAL LAY—DOWN AND STOCKPILE AREA. O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 05 GRAVEL PAD AT CONSTRUC11ON ENTRANCE MIN. 50' LONG (SEE DETAIL B) 6 INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL C) OSTOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE s WAY AROUND THE STOCKPILE] (SEE DETAIL A) NOTE: ONLY ONE ENTRANCE IS REQUIRED FOR PROJECT. THIS ENTRANCE SHOULD r BE MOVED AS NEEDED TO ACCOMMODATE TRACKOUT PREVENTION NEEDS. � v ® SLT FC SLT FCE � F- 10 11 12 13 14 15 16 17 18 19 I 20 '11 _ G PREP PS PH_ S_ E 1 - GRP o PGG°P�Ps`NG = _; 456 �7 48 59 50 51 52 Q 53 31 / 30 29 28 27 26 25 2421� ^' �i� 0 45' 44 44 43 42 41 40 39 A LT FCE FH 71 / 33 34 27 28 29 30 31 32 33 34 35 �w 26 PH SE 22 3 Milli! z 6 3 24 25 26 27 28 29 30 31 cnFw0 QQz 6 w w U C n C U Q 0O d z�Uz C�ZUO VERSA CE AV NUE F__ U � � �l w 1TO�0� U 40 39 38 37 36 35 34 33 Q Ld O II IDZ 3 7 1 8 0 LEGEND MATERIAL LAY—DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A) s CURB INLET (SEE DETAIL C) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (TC -1) l< t f — t t t t —�— —�-- t t• CONSTRUCTION FENCE SLT FCE SLT FCE SILT FENCE SITE BOUNDARY R • FR FIBER ROLLS PROPOSED STORM DRAIN LINE PHASE LINE R/W & TRACT CONSTRUCTION NOTES. 01 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) 02 POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) 03 MATERIAL LAY—DOWN AND STOCKPILE AREA. O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. 05 GRAVEL PAD AT CONSTRUC11ON ENTRANCE MIN. 50' LONG (SEE DETAIL B) 6 INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL C) OSTOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE s WAY AROUND THE STOCKPILE] (SEE DETAIL A) NOTE: ONLY ONE ENTRANCE IS REQUIRED FOR PROJECT. THIS ENTRANCE SHOULD r BE MOVED AS NEEDED TO ACCOMMODATE TRACKOUT PREVENTION NEEDS. � v ® SLT FC SLT FCE � F- 10 11 12 13 14 15 16 17 18 19 I 20 '11 _ G PREP PS PH_ S_ E 1 - GRP o PGG°P�Ps`NG = _; 456 �7 48 59 50 51 52 Q 53 31 / 30 29 28 27 26 25 2421� ^' �i� 0 45' 44 44 43 42 41 40 39 A LT FCE FH 71 / 33 34 27 28 29 30 31 32 33 34 35 �w W W 35 36 37 38 39 40 41 ti 1 6 2 1 3 1 4 1 5 1 6 1 7 BELTRAM/ PLACE Ly 17 1 16 1 15 1 14 1 13 N ROAD 43 I U SCALE: 1"=60' 30 a 60 120 60 15 1.7-7342 Ph 1 - 3 26 25 24 23 22 21 Milli! z W W 35 36 37 38 39 40 41 ti 1 6 2 1 3 1 4 1 5 1 6 1 7 BELTRAM/ PLACE Ly 17 1 16 1 15 1 14 1 13 N ROAD 43 I U SCALE: 1"=60' 30 a 60 120 60 15 1.7-7342 Ph 1 - 3