Loading...
HomeMy WebLinkAbout1.7-7161 Ph 1 & 3 6223 Ph 5GRADING NOTES cyI 1. ALL GRADING SHALL COFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERIXINING THERETO (APPENDIX J CBC 2007) AND SHALL BE SUPERWSED AS ENGIN ED GRADING IN ACCORDANCE 9TH CITY OF BAKERSFIELD ORDUN PAD COMPAC77ON 2 THE DESIGN ENGINEER Ih ALL EXERCISE SUFFICIENT SUPERVISORY CONTROL. DURING GRADING AND SIRUCRON TO INSURE COM 'ANC WITH THE PLA V.% SPECIFICATIONS AND C WITHIN HIS PURVIEW. I THE SOIL ENOAEEL', DE GN ENGINEER, AND BUILDING OFnCIAL SHALL BE N077FIED 24 HOURS PRY TO PLACING ANY MATERIAL. A CONTRACTOR AGREES D AT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB STE COK07IONS DURING THE COURSE OF CONSTRUCTION OF 7t1IS O.JECT_ INGrUDIAIG SAFETY OF ALL PERSONS AND PROPERTl; THAT THIS R tOiiIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR WNG HOURS• AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILiM REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, £XCEP7ING OR LIABILITY ARISING FROM THE SOLE NEGLIGE VCE OF THE ONNNER, ARCHIAECI 1, OR THE ENGINEER 5. THE GRADING CONTRAC SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PR10VR TO BE NI NG CONSTRUCTION AND VERIFY 7HE LOCATION AND DEPTH OF ALL UNDERGR D FACILITIES INCLUDING TE�EPtIONE; ELECTRIC, WATER, SEWER, OIL AND AS LIVES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BUR ED LINE'S NOT RY&CATED ON E PLAN OR FOR INFORMATION OBTAINED J ROM OUTSIDE SOURCES (U 1-800-227-2600) 6. THE GRADING CONTRACT SHALL BE RESPONSIBLE FOI I GRADING ALL AREAS TO t OR - a 10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRE' T THE GRADING AT NO COST TO 7W OWNER. � 4 Z THE GRADING:ONTIRAC SHALL WATER AS REQUIRED DURING THE GRADING OPERA77ONS IPREVEN THE OCCURRENCE OF A DUSTNUISANCE AND SHALL PROTECT CURAND O OBJECTS WHICH ARE 70 REbWN. 8. EXCAVATION - EXCAVA ON SHALL CONSIST OF ALL E AVA77ON INVOLVED IN GRADING THE PROJECT S SHOWN ON 7HE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNA AND PAID FOR AS A SEPARA ITEM. 9. EMBANKMENTS - EMBA MENT CONSTRUCTION SHALL oNSST OF CONSTRUCTING LOT EMBANKMEWN7HE PREPARATION OF AREAS FOR WHICH 7HEY ARE TO BE PLACED, CONSTYUC710N OF DIKES W WN OR OUTSIDE THE CONSTRUCTION AREA, PLACING AND COMilPAC77NC OF APPROVED MATERIAL WITHIN THE CONSIRUCTT AREA WINERE UNSIITABLE MATERIAL HAS BEEN REWOVED, AND THE PLA G AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES, FOR 7HE CONS UCTIOlV EMBANKMENTS, PREPARING SUB -GRADE AT THE GRADING PLANE, COIF TNG TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, OR BORROW, PLACING AND COMPACTING MATERNAL 70 THE LIVE ND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED I IN 7HE CONTRACT PRICE PAID PER CUBIC YARD EXCAVATION, AND NO ADQ�TIONAL COMPENSATION WILL BE ALLOWED FOR WORK. THE WORK 10 THE WORK EMBRAQED EREIN SHALL 8E IN ACCORDANCE WITH THE STANDARD OF THE TAKE OF CALIFORNIA DEPARTMENT OF TRANSPORTA7VON DATED MAY 2006, L AS THE SAME MAY APPLY IV ACCORDANCE WIN THE NOTES HEREON. INC OF CONFLICT WIN THE STA ARD SPECIFICATIONS AND ANY NOTES HEREON, N07FS HEREON SHALL TAKE VIECEDENCE OVER AND BE USED /N LIEU OF SU H CONFLICTING PORTIONS SAID SPECIRCA77ONS SHALL APPLY BUT NOT BE UML D TO THE FOLLOWING- OLLOWINGA) A)ALL CONCRETE SHALL CLASS 19' AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LE ST 2500 PSI COMPRESSIVE S7 9ENGTH AT 28 DAYS 8) ASPHALTIC CONCRETE ALL BE TYPE 181, MEDIUM ADED, 1/2' MAXIMUM AGGREGATE, AND INTIMA LY MIXED WITH 5-7X A SPHAL T MEETING THE SJVUAPCD RULE 4641 REQULREMEN FOR CUTBACK, SLOW CURE 4NO EMULSIFIED ASPHALT PAVING 11. IN THE EVENT CONS77 IUC7701V STAKING BASED ON McINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McINTOSH & ASSWCOA S SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, WINGS, OR OTHER DOCUMENTS 12. McINTOSH & ASSOCIA TS SHALL NOT BE RESPONSIXE OR LIABLE FOR UNAUTHORIZED CHANCES TO, OR USES OF, 7HESE FLANa ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, 8Y dNTOSH & ASSOCIA7ES 11 ALL GRADING SHALL CONFORM TO THE RECOMMEN A770NS CONTAINED IN, AND MADE A PART HEREOF THE PRELIMINARY SOILS REPORTS PREPARED BY SOILS ENGINEERING,INC., .10 NOS 02-9968 & 02-9969 DATED JULY t8, 2002, AND ALL ADDENDG/MS TH O- IN CASE OF A CONFIJC r BETWEEN THF PLANS AND SPECIFICATIONS, 7HE MORE STRINGENT REQUIREMEN S WILL TAKE PRECEDENCE. 14. UPON COMPLETION OPGRADING AND BEFORE THE TART OF CONSTRUC710N, A F7NAL SOILS REPORT SHALL BE PREPARED BY THE S ENGINEER. 15. THE SOIL ENGINEER S IALL REVIEW ALL EXCAVATI S PRIOR TO BACKFILLING AND SHALL BE N077RE 5 OF ANY I7EM ENCOUNTER DURING THE GRADING OPERATIONS THAT MIGI f T AFFECT FDUAIDAnoN STA CITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES ISHALL NOT BE STEEPER THAN 2. 1. 17. ALL SLOPES GREA TER THAN THREE FEET NN VERTI AL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION 18. IMPORTED FILL MA AL SHOULD CONSIST dF ES TIALLY GRANULAR, SILTY SANDS WTLOW EXP NSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN X INCHES IN DIAMETER, DEBRIS; AND SOLUBLE SULFATES IN EXCESS 1000 PARTS PER MILLION. I IMPORTED FILL SHOULD CONTAIN SUFFICIENT T AND CLAY BINDER O RENDER THEM STABLE IN FOOTING TRENCHES A CAPABLE OF MAINTAINING SPECIFIED ELEVA7701V TOLERANCES DURING I PAWNG OPERATIONS IMPORTED SOILS SHOULD ALSO MEET 774E FOLLOWING CRITERIA. A) MAXIMUM 2:' PASSING 1200 SIEVE .............................50 B) MAXIMUM LIQUID LIMIT .................................................40 C) MAXIMUM PLASTI TY INDEX ............................ ........14 D) MINIMUM R-VAC ......................................................50 E MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 18-2) ........... 20 PSF 19. CLEARING AND GRUB NG - REMOVE' ALL DEBRIS, SUCH AS METAL, 7RASH, BROKEN CONCRETE-, GETATION, OTHER BIODEGRADABLE SUBSTANCESy AND UNSUITABLE SOIL Flt AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF BUILDING OFFICIAL. SOIL GIN£ER, OR CIVIL ENGINEER, IS NOT COMPETENT T SUPPORT OTHER SOIL ORS UCTURES. OR TO SA 77SFACTORIL Y PERF M ANY 07HER FUNCi70VVS FOR W NCH THE SOIL IS INTENDED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE AND UNIFORMLY COMPACTED TO AT LE iST 9OX OF THE MAXIMUM D NSTY PER ASTM D1557-78, UNLESS 07 LIERINSE NOTED, 21. ENGINEERED FILL LL BE PLACED /N LAYERS N T EXCEEDING EIGHT INCHES IN UNCOMPAC D THICKNESS BROUGHT TO EAR THE OPTIMUM MOISTURE COA IT TO A MOISTURE CONTENT CpMMENSURA7E WITH EFFEC77VE COMPACTIO AND SOIL STABILITY, AND COMPACTED TO 90% OF THE MAXIMUM DENSTY PE ASTM D1557-07, UNLESS ECIFiED OTHERWISE 22. QUAN7777ES FOR EAR WORK EXCAVATION AND OloER EMBANKMENT EXCAVATION - CU. YD. - cu.M. (SEE 1110 TE 44) IMPORT - CU. VD. QUAN7177ES ARE FOR TIDING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN CIPATED SHRINKAGE FACTOR IN CASE OF EXCESS OR SHORTAG& THE CON ACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY B£ MADE. THE CONTRACTOR SHALL NOT USE THESE QUAN77TILES TO BASE S BID DAV. 23. BUILDING PAD PREP A71ON - SUBSEQUENT TO 5 TRIPPING, IN FILL AREAZ THE UPPER 12 INCHES OF MATERIAL BELOW THE EX STING GRADE SHALL BE 0VEREXCAVATED. A S IN CUT SHALL BE OVER CA VA TED 70 12" BELOW THE FINISHED PAD GR E. AFTER REWEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE MA JF L EXPOSED AT THE 80TTOM OF THE EXCAVATION SHALL BE SCARIFIED, OVS7URE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90X OF THE MAX/ M DRY DENSITY PER ASTM 1557. BUILDING PADS SHALL THEN BE BROU HT TO FINISHED GRADE IN 4CCORDANCE WITH ITEM 21 ABOVE 24. PAVEMENT PREPARA PON - GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXISTING GRADE IN ANEAS 70 RECEIVE FILL COMPAC71ON IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D1557-07, AND1557-07, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS 2a AN OSHA PERMIT IS REQUIRED WHEN RNKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER 2C�.SUFFICIENT ACCESS TO THE ENLISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR TINE DIVISION OF GAS; OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE IF ANY REABANDONMEN•T'S ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPELIRCATIONS TO THE PROPERTY OWNER 2ZAT THE W/TIAL CONSTRUCTION MEETING PRIOR TO GRADING AC71WTIM ALL CONSTRUCTION WORKERS MUST BE INPoRMED AS TO THE SYMPTOMS OF VALLEY FENCER. 213 ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WIfTH THE MANUFACTURE'S SPECIRCA77ONS THE WORK CREWS SHALL SHUT OFF CONSIMX77ON EQUIPMENT WHEN NOT IN USE 29. MONITORING DURING CONSTRUCTION AC7I147TES IS NOT RECOMMENDED AT CA-KER-396. CA-KER-3967., CA-KER-3961, CA-KER-3969. IF HOWEVER, UNRECORDED CULTURAL REMAINS ARE UNEARTHED DURING CONS7RUC710N, WORK SHALL HALT IN THE AREA UN77L A QUALIFIED ARCHA£OLOUTIST CAN ASSESS THE FINDS 30 lF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVA77ON AND GRADING AC71W7ES ON THE PROJECT SITE THE CONTRACTORIDEVEL-OPER SHALL STOUP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUA7F THE SIGNIFICANCE OF THE FIND AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS /N APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (=A) GUIDELINES SHALL BE FOLLOWED AND THE AREA7lIMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODE REGULATIONS OF THE NA77VE AMERICAN HERITAGE COMMISSION. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT SITU', WORK SHALL HALT AND THE KERN COUNTY CORONER SHALL BE NOTIFIED IMMEDIATELY (SECTION 7050 5 OF THE HEALTH AND SAFE'T'Y CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MOUIITM A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA17VE AMERICAN COMMUNITY, SHALL BE NOTIFIED. 32. PRIOR TO ISSUANCE OF BUILDING PERMITS ALL OIL CONTAMINATED SOIL SHALL BE REMEDMATED TO THE SATISFACTION OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF E NWRONMENTAL SERVICES - BAKERSFIELD CITY FIRE DEPARTMENT) IN CONJUNCTION Wl7H THE STATE REGIONAL WATER QUALITY CONTROL BOARD AND/CTR THE CALIFORNIA DEPARTMENT OF TOXIC SUBSTANCES CONTROL. 3JL PRIOR TO SITE GRADING. SUBDIVIDER SHALL HAVE A PRECONSTRUCTION SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY SHALL BE SUBMITIM 70 THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFIO:A77ON REQUIREMENTS 70 AGD ONES PRIOR 70 GRADING LAND CONTAINING DENS 34. PRIOR THE APPROVAL OF A GRAOIIG PLAN, SUBDIVIDER IS SUBJECT 70 THE MIGRATORY BIRD • TREATY ACT. INCLUDING 771E SWANSON HAWK DURIVG THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). LF CONSTIRUC77ON !S TO OCCUR DURING RAPTOR NES71NG119REEDIVG SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OFA AC71W NEST. TREE'S TO BE REMOVEEfi THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON-BREEUNG SEASON (OCTOBER 7HROLIGH JANUARY) 35. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES W 11CH ARE NOT ADDRESSED /N THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY GIRD TREATY ACT SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR 70 CONSTRUCI70N, THE FISH & WTLDUFr SERWCE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY 70 THE CDFG AND LISFWS 36. THE CONTRACTOR SHALL COMPLY WITH SAN JOAOIIIN VALLEY AIR POLLU77ON CONTROL DISTRICT (SJVAPCD) REGULATION WI, DUST COAVTItOI MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND C0NS77RUC170N PHASES THE M171CA77ON MEASURES TO BE TAKEN ARE AS FOLLOW& A. WATER EXPOSED SURFACES (SOIL) 7HREE-71MESIVAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING S70RAGE PILESy WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING W7H A 7RAP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER_ E CONTROL FUG477VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING SCRAPING EXCAVA7KIN, LEVELING, GRADING,, OR CUT & FILL OPERATIONS WITH APPUCA7101V OF WATER OR BY PRESOAKING. F. WHEN TRANSPORTING MATERIALS OFFSi7EE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS G LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES ISPROHIBITED EXCEPT WI<IEV PRECEDED OR ACCOMPANIED BY SUFF0ENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOW NG THE ADDITION OR REMOVAL OF MATERIALS USNG WATER. I_ REMOVE TRACKOUT KNEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT 77HE END OF EACH WORKDAY. J CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAWNG SHALL COMPLY WJTH 7HE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUT23AO:K, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS 37. SURFACE DRAINAGE TO BE ONE (12=) PERCENT MIIMUR, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 38 SURFACE DRAINAGE TO BE ONE (LOV PERCENT MINIMUM, EXCEPT AS WAIVED BY THE &ADING OFFICIAL. 39. IF 7HE PROJECT LS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELMMNA7VON SYSTEM (INPDESI A 'NORCE OF INTENT" (NON) TO COMPLY WITH 7NE TERMS OF THE GENERAL PERMIT 70 DISCHARGE STORM WATER ASSOCIATED WTH CONS7TRUC710IN AC77WTY (W7 ORDER NOL 92-08-DW47) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEOMWO OF ANY CONSTRUCTION AC77WTY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU770M PLAN (SWPPP) BE PREPARED, CON7WU0USLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS 40 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC MWKS DEPARTMENT FOR ANY W17RK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGNE_RS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR 70 ISSUANO:E OF A PERMIT. 41. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF 7774E DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S17F AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROWSIONS OF SAID PLAN. 42. STORM WATER POLLU770M PR N77ON CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVEN71ON PLAN (SWPPP) FOR THIS PROJECT FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF C010RACTOR'S OCCUPANCY OF THE SITE; CONTRACTOR IS REQUIRED TO COMPLY WITH WE PROVISIONS OF SAID PLAN. 4J LANDSCAPE AREAS ARE TO BE GRADED 70 MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2X 44 MINIMUM & MAXIMUM PAD ELEVATIONS ARE SHOWN TO REDUCE ADDITIONAL MATERIAL IMPORT. THE GRADING COIVTRAC70R SHALL GRADE PADS WTH1kA&JQ1MUM & MAXIMEW.GRADEEAAS TO GEAtERAw MA7FR/AL FOR FILL AREAS " DRAIN TE LE -MID PVC MITERED DRAIN 0.5X MIN. SLOPE PIPE JSEE DETAIL AA" ASIMEVIAPONS OUTLET -SEE DETAIL "B" AT POSTIVE GRADE TO DRAINAGE EMITTER. 3" SMOOTH WALL EP EDGE OF PAVEMENT FS FINISH SURFACE z Go PVC PIPE (TYP.) TC TOP OF CONCRETE OE OVER--EXCAVATION- Fl FEOWLWE FF FINISH FLOOR OR STOCKDALE HIGHWAY / a, W 0RNjjP CL tail FC FINISH CONCRETE 1 •_•_._._._._._._._._._._._..= +_-_ ...._._._._._._._._. -•-•- ELEV ELEVATION GB GRADE BREAK � I \ _ _.- \ ,,,,,�• •, EXISTING GROUND CONTOUR 1.,- __.__................. Ld FP 100. 00 � PROPOSED PAD ELEV. " � � � t Z x® ASBUILT/AS-GRADED PAD ELEV. N.T.S. s caw a� N AVENUE 2$ • PROPOSED GUTTER FLOWLINE ELEV. c� 4 4 ra I a_ a -- - PROPOSED E DOST. TOP OF CURB ELEV. © wr►� u EXIST: GUTTER fLflwtJ( ELEV. w; & W 5' MIN. x F HOUSE r3 PROPOSED LANDSCAPE ELEV. 0 a J15 DIRECTION MID PERCENT OF SLOPE FOR DRAINAGE WHITE LANE CURB AND GUTTER PROMCT Li_ :.._.--_...................._..�...._..._..._ ..._.._-. - -- WE- EAST. CURB AND GUTTER a I �, `"'I- ........ �,, \ - - - CENTERUNE OF STREET o I ;�_ _................................. - - - - _ ........................................ .. PROPERTY UK / RIGHT -W -WAY VICINITY MAP -- -- -- -- -- - -- --- -- -- -- SCALE. NONEPVC - -- - - - - - - - - - - PAD COMPACTION LIMITS OUTLET -SEE RETAIL "B" 0.5� MIN. SLOPE PIPE AT DRAIN SEE DETAIL DRAIN AA" POSTIVE GRADE TO -- STORM DRAIN PROJECT. AREA: 34.08 ACRES DRAINAGE EMITTER. TYPE "A" CATCH BASIN WITH 3.5' WIDE R 3' MIN. (TYP.) 3" DRAIN GRATE OPEtING UKESS OTHERWISE NOTED ® 2`x2` DRAINAGE INLET AYIJGHT SEE DETAIL 'A' (-GROUND ._._.... ..- .._.:-.-..._..._..... .... - ... EXIST STORM DRAW , . �... INLET WITH 3 MIN. ..� r .......... s ...... ,... »..� TRACT BOUNDARY " FINISH ------ DRAIN GRATE • • • • • • • • • • • • • • • • LIMITS OF GRADING OUT'S�E GRADE 45' ELLx` ' 1 OF THE TRACT BOUNDARY "'"� " GAVE{. 2' 2' 3 PVC PIPE SECTION L� 3' SMOOTH WALL PVC MITERED DRAIN tfl' PVC PIPE it ,, OUTLET -SEE DETAIL 'B" PERFORATED ' PIPE BENCH. AMRK.- ,.: TYPICAL FINISH LOT GRADING WITH ALLEY Y"� ` AND DRAIN CONFIGURATION TOP OF CONCRETE MONUMENT AT THE,.,,: NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION 364.075 (U.S.G.S. DATUM) 3' PVfr POE '' y -` NO SCALE PER TRACT 5863 ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT PVC MITERED DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE DRAIN u, LET, INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. DETAIL "B" NO SCALE r.� � 3 DRAIN GRATE LEGAL ESCRIPTIDN:'';;' `e` ' SEE DETAIL A O.5% MIN. SLOPE PIPE PVC MITERED DRAIN AT POSTIVE GRADE TO OUTLET -SEE DETAIL "B" BEING A PORTION OF THE SOUTHWEST 3" SMOOTH WALL Z DRAINAGE EMITTER. t QUARTER OF SECTION 12, TOWNSHIP 30 3 DRAIN GRATE : PVC PIPE (TYP.) SOUTH, RANGE 26 EAST, M.D.M.; ALSO DETAIL "A' NO SCALE 3 - - __ „�_ ,, . _ Qum BEING A SUBDIVISION OF THE REMAINDER _� ORM,,- ....... _ OF PARCEL 5 OF PARCEL MAP ,. _-_._._ - _ .......... ._._._._.-• •_.,_:_._._._._._._._._._._._._._._........ .. I 10617 -PHASE B RECORDED IN PARCEL t MAP BOOK 52, PAGES 31-34.....................__..__._.-_-__... I�Z -"-- -" W { z Rd �X r 26' 26' 20' 10, i ir �- PROPOSED I I ! w� z a_ 2p Sa HOUSE t BACKFILL UPON 13' [ =a 5' MIN. COMPLE71ON VARIES VARIES (-- , I FINISHED PAL? I OF WALL12'9' TO 17' 9' TO 17' ( ON. i; FINISHED PAD 1221 w 12" OVEREXCAVA71ojv k F MIN. 12 (SEE N07LE 23) p. 12' OWREXCAVA77ONF 12 _.-._._._._CRADE ...._.-.._.....__......._ ...._.___....._..__..._. _. _,_ ._'._.._..----._.._.._..___.__._....__ _ FUTURE WALL � i 5' SIDEWALK (SEE NOTE 23) \ I ROUGH GRADE UNE 10' PAD COMPACTION - IS _._.._._ _ _._._._._. -•---- ` _:_:.---._._._._- , IS AT 0.3' BELOW LIMITa� ~ - FLOWUN£ -- --- _- -- -- -- --- - -- -- -- 3" DRAIN GRATE PVC MITERED DRAIN 2fi' 2fi' R 20' f0' SEE DETAIL "A' O.5?l MIN. SLOPE PIPE AT OUTLET -SEE DETAIL POSTIVE GRADE TO BACKFILL UPON I I W DRAINAGE EMITTER. COMPLE77ON OF WALL I13' I ILLS• 3' DRAIN GRATE 3' MIN. (TYP.) R VARIES VARIESI �2 Zp DAYLIGHT SEE DETAIL "A' FINISHED PAD 2' 2' Z ' is 2X. 9' TO 1T N 9' TO 17' 17777- 777,317 2� t FINISHED PAD FUTURE WALL i A 2% MIN.`' 5' SIDEWALK " f 12" OW-REXCA VA 7701V ROUGH GRADE LINE 5' S1DEW (SEE NOTE 23) IS AT 03' BELOW 12" OVEREXCAVA7I0N FZOWI-INE (SEE NOTE 23) R/W R/W R 20 26' 26' VARIES 20' I 0' TO 116' z 12, 17' j VARIES 2, 9' TO 17' I 2% MIN. I 2 MjN 12% SIDEWALK I {T 12 OVEREXCAVAT/ON (SEE NOTE 23) 10' PAD COMPACTION 5' SIDEWALK ROUGH GRADE LINE LIMITS 12" OVEREXCAVA77ON IS AT 0.3' BELOW PAD COMPACTION 10' (SEE NOTE 23) FZDWLINE UM17SSECII 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" 5' UPDATED 11-1-2013 FINISHED PAD Z CL W z 0 05X MIN. t a -i- 3" PVC PIPE - y 2% AVEL PERFORATE. PVC MITERED DRAIN PIPE OUTLET -SEE DETAIL "B' I TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE'. ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. - - _ - PROPOSED PROPERTY LINE PER TRACT 7161 - r � SCARIFY EXISTING ALLEY AND FILL TO LATCH EXISTING GRADED ALLEY ( EXISTING PAD ELEVATION RN/SHED PAD 12 32 32' FTN/SHED PAD ( 2 i e-- PROPERTY!LINE PER TRACT 6223 2 2 2 /AI I 2% 12' OVEREXCAVA77ON 5• S/W 7% Ix 2% , --' (SEE NOTE 23) IF X12' OVEREXCAVATION ROUGH GRADE LINE IS (SEE N07E 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPACTION LIMITS EXISTING ROUGH GRADE UNE SEC R 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" 5' r_ z - i I am .t= ( o �- w Qa I I IrQ ww ui D: Q �W18 o L i F MIN. W 0,1 , 4 L O Z o ••••t ' i i- � i J t N all i I0- aaPROPOSED I HOUSE i TYPICAL RE --GRADING OF EXISTING ALLEY NO SCALE 0-7)61 • �.7) ! { Ip� (� i..- - cyI N 0 2 O Z {p 10' PAD COMPAC77ON u Z O t_ 't I a LLIU Z LIMITS M 00 W 9C-1111 O Lu w v 3 1 tcl1 of Y � � a TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" 5' w R/W M R/W � 4 W 10' 20' �, a a 20' 10' Q z z_ low a�S a Q c 4 210(451 a a a ? I �I� I = 2 Z CL W z 0 05X MIN. t a -i- 3" PVC PIPE - y 2% AVEL PERFORATE. PVC MITERED DRAIN PIPE OUTLET -SEE DETAIL "B' I TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE'. ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. - - _ - PROPOSED PROPERTY LINE PER TRACT 7161 - r � SCARIFY EXISTING ALLEY AND FILL TO LATCH EXISTING GRADED ALLEY ( EXISTING PAD ELEVATION RN/SHED PAD 12 32 32' FTN/SHED PAD ( 2 i e-- PROPERTY!LINE PER TRACT 6223 2 2 2 /AI I 2% 12' OVEREXCAVA77ON 5• S/W 7% Ix 2% , --' (SEE NOTE 23) IF X12' OVEREXCAVATION ROUGH GRADE LINE IS (SEE N07E 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPACTION LIMITS EXISTING ROUGH GRADE UNE SEC R 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" 5' r_ z - i I am .t= ( o �- w Qa I I IrQ ww ui D: Q �W18 o L i F MIN. W 0,1 , 4 L O Z o ••••t ' i i- � i J t N all i I0- aaPROPOSED I HOUSE i TYPICAL RE --GRADING OF EXISTING ALLEY NO SCALE 0-7)61 • �.7) ! { Ip� (� i..- - cyI N 0 2 O Z {p CD m N o u Z O t_ 't I a LLIU Z M 00 W O Lu w v 3 N tcl1 of Y � � a w M � � 4 W o c. am�na =tea dna � Z � a � W Q O a�S 0 a IIIII IM CO • =tea dna � Z � a � W Q O a�S 0 a IM CO W �O LL Q i R/W ¢ R/W q SOUTH ALLEN ROAD R/W VARIES } k 10' 20' 26' 26' 20' 10' VARIES "55' TO 73' W 12' TO 26' K" EXIST. a .• } I Q ! zo Q. R/w � RL Y p � 1 � I � � 20� k sS• i I I .spa { Ey ' '. 20' 10' 10, 20' �' Z ca , 17 19 FINISHED PAD f EAIS77NG x 2 12 r2lI VARIES 9 I Z 1 1 M!!�t - f I 48 TO 64 I i p , 2a I ! 1 FINISHED PAD ' I '�f =''; }u [ I EX/STTNG BLOCKWALL o VARIES ARIES - : j' » ,� 12 OVEREXCAVA77ON 2 a 8 -10 -10 Z 4 I '�iJ� M/NIN., i 12% (SEE NOTE 23)x' FINISHED PAD �- I -`fir• 1` MIN I 1��' 1� 5 SIDEWALK f 1 I 1 z PAD COMPAC770N ? 1 5' SIDEWALK LIMITS EXISTING �/i EXISTING H2'zROUGH GRADE UNE CURB AND GUTTER O 55 COMBINA770Nz I h I� r �' •4�pr EXlS77NG CURB &GUTTER IS AT ax BELOW I O I aAiIf4i' LOT ELFVAnONSECTION /T\ FLOWL/NE PAVEMENT o. 2�X. LOT ELEVA770M ALL Y SECTION r ► ,' , a �' ---------- TYPICAL z .. _ I I l I' 12' ; I + '� TYPICAL ROUGH GRADING SECTION °.5j HORIZONTAL SCALE: 1 - 20 } } XP, J57 50 ' !MIN. 2: t SLOPE a VERTICAL SCA i : 1" = 5� x® j HOMZONTAL SCALE: , - 20'o �cae - 1 ff ® VERTICAL SCALE: 10 5' � � SOUTH ALLEN ROAD a I I XFP, 357, 4a 3 r , �` 6 m 2' Z R 13�. XFP, 357.20 x® 1 SCALE: 1 *=5' f 4 _ ! r f R R PAD ENATION I 17 /„FP J57.1a t �� /W � � I � VARIES 26 26' VARIES 20' f0' �' I ( .•» ® `` , \ 19' TO 35' I ' 0' TO 116' cWa 2 EXISTNGS 2%frx ! r� l ` i I �a 2� I FINISHED 'n O I "= >. Q 2 R PAD M co RETA/N!N WALL ® jj t E SnNG l"` `'� t 4 / X.t�'t . 35b.9D f , ' i t-`'^-�+_-i'! �_ J4.® 17' VARIES 2, I a M o 5 WALK i �Gg I cws r '- ¢ t J 1 I 9' TO 17' I 1.°6 MIN. I G� z f0' 1 �_, ._-_ -- .'• '+ q x.,+,w','.t:�.,- ~ / f J� I ( I £XIS - - U �o c i PROPOSED ' MON /Odf FINISHED PAD -SCALE: 1 =5' r O f' "x XFP- 355.70 -- I Z S/DEWi4tK 0 ! 1 < EXIST. 4' SIDEWALK -1 < qt CO 11' I A EY �' 4 Q `e! / HORIZONTAL SCALE; 1' •• 20' t t ` VERTICAL SCALE: 1" - 5'r- IIL' , , R 356.80 .` w cto D 4 ' LANDSCAPE-- j f 0 I 1 20' rWl -- - ! = -5�� ` ` XFP. ,:56:50 / N m EASEMENT I �2 t ` x '` `�R `�'' ` \ R/W 12 i R/�' � m t I VARIES VARIES -� cv .3Z x��t= , . , Y 8 tI �O I x®- -:� y `.� ''a 1Q 20 26' 26 2Q fD Q FIN. AD ELEi/ t 8-14 8 1Q Z4 r j I =I I x® `� x IL I ' 29 =I I 35665 ao.. _ +�- • I tl - mac. _ , l i I I fP .356.60 •I I i h.:--.... o. moo_ ! + I� x x XFP 35&30 W , 2 2 FINISHED PAD I L i + r fu FP 356.80 MAX I :ti - I tF NAX .z 1 \ \ , ,' Z z 12, fT 17 f7?.356�60MHIL 5; Op x - � EAIS71NG Z = I REMOVE I f% MlN. •�' I .357.: �'':. I ----' SECTION P } b r XFP 35E. B0 x i - ---„' �. `�� `� .`:{: , FINISHED PAD EXISnNG " =� l} I - _ _ I S3'' CURB 12 0VEREXCAVA17OA1 I.�. ._... MJN. I (SEE NOTE 23) TYPICAL ALLY SECTION �"'+ I - _ . tFl } { I 2 8 _ . , - 5' SIDEWALK h , I , 1 - I k , i I , ## 1 ON TAL SCALE: 1 -- 20 `� ' ' I � :� w ��-',> - ` '� � _ '•� -, 5 SIDEWALK �� l0 � �• c.� HORIZ } FP 35f 20 _ . PAD COMPACTION I I I , i t_ . } I tir ,` V �5 i u 7S o VERTICAL SC 1" - FP .4oMAx _ I f - I � .. !NE I I'll ( • .. I �- - � -� _ ROUGH GRADE L Ff', p0 �I I '' 4 _ ® /'' ® EXIS77NC CURB &GUTTER IS AT 0.3' BELOW r � ! + I cG XFP 350.7+7 A •I I 2 ®I F< 'f' ®FP;35690 �'=' -` i ` f FLOKINE A V I; 11°' I ® fP.357.O�i I J F710 MAx ss- lI N FP. M7 MAX I < fPJR70ABk I } I I°�` GRADING SECTION I , Q TYPICAL ROUGH R NG EXI STI N ALLEYREMOVAL NOTE - 27 a, ,���..��K�,, , zI i5 ( sa j \ 8 ,Sz~ �;\ �` \ HORIZONTAL SCALE: 1 2ti MAN ( FP 35 6. ,e _ �.,_ � \ (� ``.,\ `' '� X.FP 355 =v \ vERTrcAL scALE: �" = 5' ALLEY AREAS TOB REMOVED SHALL BE HANDLED IN THE FOLLOWINGMANNER. { I I ®! -�- I� `?�C ja�' } FPX356.20 MAX <a =:, :-' 3 % s _ r / \ REMOVE AND DISPO E OF EXISTING PAVEM NT AND AGGREGATE BASE WHERE ,0-IIIE I �,�, I �\ �"• 5 , f PJ,'56.50Q I ` \ APPLICABLE. AFTER REMOVAL ALLEY AREA INDICATED AND LOTS 6 THRU 8 - ' x�l .�I ": I ` Z " E FINISHED PAD GRADE OR UNIT 1 SHALL BE 0 REXCAVATED TO 12 BELOW THE ��� TO 12" BELOW ORIG NAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER I , ;i I I - - - -w I I 3 REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT m jI - .__ I OMAx THE BOTTOM OF TH EXCAVATION SHALL E SCARIFIED, MOISTURE CONDITIONED, I' ' + 1� :: I �, 8 X.._ _. `' " \ : " `�.. '' XFP 35s.3a ® \ R lid ' ;. I . ,n'- , will AND COMPACTED T A MINIMUM OF 90% THE MAXIMUM DRY DENSITY PER I I ®,3j r I ' I =: �`�` r -1 ~``y ��'�. ' �. .'-` au ASTM D1557. BUILDI G PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ( �[ } , I FP.M60�c __>. �__� TT .\b`'` - -� 1 2 1 =I -a�ll� 5 CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD r �; v - I � - - - - _ P� noN :IFP 356.3E S SCARIFY . _.. - - _...-... 1 a , 2% 2x -' \\ D ELENA I AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE �, , �% •!< I_,, EXISTING ALLEY AND FILL TO MATCH EXIS NG OR DESIGNED FINISHED PAD o _ __ _ �. _ IL._ _ - - p - ,, ` ` ® :. PAo ELENA nON ELEVATION. j ► --'` 4"` f/" f' ' _ 2.1 SLOPE » 1� I } I w-=° xfp 356.50 �/,:nn'n i' r'x RIM 4 ._ .� �, , SECTION TABLE A I , I :�me�qq I=�LL w r } , I J�/a/ [7V„e'=�;' .e:- `I'y- _ i s 3 -h¢ --;r . ''','` f f 'r \\\ C G SCALE --J 0 EXCAVATION �r I I I ® FP.38soo MAx I �< ,:. ' I i I '-"• rn �+ -- ...._... 1 ti ,: TYPICAL FOR ADJACENT LOTS W77f AN ELEVATION - I} DI fF 3560 MM► I X - x -'• ':- - .- - - _- • i%A:�' ,� `. D/FF`ERENCE of Q3 FT. DR t,Y?EATER. ALLEY AREA ELEVATION H I , , :. X, ; �� � q ' - xa a. aFi 35S,3G _..._.. _ } ! I XFP 3 v0 /' r r l Xr7' 357 f(1 r 73a� - A 351.6 la 353.2 } Y'. f V C 352.7 �; i I I 2 � !!I - ,1 FP. 357.50 FP .3v /' �,'Vs ";'j AG 'PROPOSED h } J 1 i MAX FP tN1 - s"f'' /� a ; t I D 353.5 ff , I ;S ° , �' E FP7 Ax to So' t �` XFP 356.70 ` PAD ELENA770N i } I i I ts' ts' 4� f= x35 70 M f7? 357.30 MAX t' yr, , , } EP 356.00 fP 7.80 {' ,: j : � �S:.:; J . ` 355.0 I ® 1 f 1 2% 2� E j I I FP'35620 MAX �) 26' 26' 1 ®' s ` j I fP 35730 A19U4t ft? 357..301 ; 1� f' + � +. , ,� A; Z � I�Ap I f \ 'P 1 - _ __ I FP..l.35 I 4 I.,- ': !: 1 , 1 PROPOSED F 356.0 0 } I , I fP 3ss o011 I __ -. G. I f :'; : , /� 1.s �g t t'+ I XFP 35 . G 357.0 } 650 �a �. 9� ____ -#- / -__ 3 .3 1t , I i5' - - _ - _ - �; _ :�- J' 0 s EXISTING GRADE H 54 1 I `� r 2 IAP-j5'►700 1; -: I \ XfP jp-:60-- = ` 2:1 SL EXfP 35c.70 y X. ° SECTION UNIT 1 LOTS 6 THRU 8 I I I 23 .I �' -4 --------h-- 7_;= f ; , o g x® SCALE. 1 -5 2 % I I cr I {�� x x J 6 355.50 I FP. 3M.20 7 356.00 FPss 4o MAX a .:R' F; - �! :. f -` E I .r. '•',;':J'. ' .'__ j.-' t <ti.. '.+L �,' f ' �l '�f PR I, ,+ f7'356.20AM" , -k- t r f ,� Q � I _ \,,.1 s' :�-{ � ,� '`. oPosED 8 355.55I I a v-� ';'` x ,. PAD ELEVATION ' I � � XF .3�&. /0 � v 3 X30 . , �. `•:r `t _ � ` t r X ,r '� vx z I r ri: I ' x f pwx 0 f'' J % fi0 s[ 1115' I © ra.' ,: 9 j • x �' � ;;= fP.35665 FP M00 , ;, _. '�: '� IMF r-- t�MAX FF'337.10JII r'` o >" .357.411 } } ,' fP 356.85 MAX w j FP, 356.70MAX f I , I :. l� I� tl • ! FFJWAV; `' FP M150 fP356.50A ;357.60 MAX = 'r : ,• i i R ; 357.40 �t � � z, ! 1 ® ,i EXISnNG GRADE` " 22 I ;3 fP,.35T..0 Vii:, ,f _ I +=` lr W , ;/'� x1'0 ._._ .- f: : S J,,` �; - }..' " J;� ,`� �� ''i`pi.`.-{ �' �ii 356 50 - I + �o`� I vil.-Ikt'>:{, l 1 SECTION � y� '/� f'` �� % Ca�,1 � �4-. tF i /y•�•p r� , � A L 1 Z 1 • I z < - --- - ...=' / � i ` ' r" / f J: `Q � SCALE: =5 I } I I ®fP• AX = A3L' _ 'r ai ; 1 1 f` .140 `fi` �. } X __ F n i 1 I .� X,P3. i _ _........ } I � I -35815 i � - � 0 I I - GJ I r �o FP, 3568t1 11 J AREAS TO BE OVER EXCAVATED i F 1 - I 6-..C1 i 21 5 I . h- -- � 1 0.29% 356 1 g O. N [[ S } } I I rti 0 28X r 3 t fP MAX I - a5,, �`'-�'-;'•��-{/`/��• - � � l _ s` t I 1 I 1► i t - 71 I f�: f. f.:�`I._ � __ - i- 7C ;2 ! � f•- •w•••�••••/••••w \ } .v�y �� 'I�s f A 14 2 J *mm 1 (3,1 �' ,� i; } ED �� #' ,�! X.F© 356.75 } I I 2 Q _ . M' 1 "�, == �tP 357.70 3 z 2 : X`. t k jj 357 sv I1 1 } II `f XFP J .4Fi/ XF-�'- 358. J X 357.0 _ I s;•357,�11 '. : I FP. 357.4ii I FP• 357.25 3.357jr. I teir ..I +"t t i 1 FP. •MAX o ' F1'' 7 6iilt FP 35760 MAX FP 357.45 MAX AIAX ; TTM NO. 7161 '• $OUNDARY } } I fp 3 MAX } } } I I ® • k f° _ fP. 35AZO IIWIi FP. 357 Mpl►. j� � � I I , �� 4 I �I v - '`� •' •s.� I _78 E - f s3 ;;,`_. - X7£0 /.: k 5 1`\ _ 1 SCALE: 50` >- i i Via`'. :.: n r. ,.e ♦ .'.' ` 7 , i i !� I _ _ Y {� - 'e - ', } r■r� >s t� y>, F 57.80 ;s 1 50 25 O s ` ...� i•!`=`i`' ( ;��' %_ _k; t b` XFP' 356.7 ML 50 19 -���.,;>,I "Mal x`69 ■� MOM - ..may` fp ".50 rV ;cX 7n MAY ®1 f - .. ...- '`'t:;s .. • .I "' - - - -` __ t ``{ <�'i t t ff4 t mss; - WATCH LINE - SEE. - SHEET 3 - I~ e 4 J � nnn w -•� m ? °a Q USW Q co�a pi CO Q N viii 100 W W cm u b - I~ e 4 J � w -•� m ? °a Q USW Q co�a pi CO Q N 100 W W cm b AREAS TO BE OVER EXCAVATED EYI.1�TING - ALLEY REM OVAL N OT M A T C H L I N E S E E S H EET 2,_, ,yr,:.: -sms ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. (FFP. M2 X >i WHERE REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE E J4 APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - / '4� 'r- -Xr+p, 3.+` 7.LW .+„' , _L _ �•� e.+= t}_) � v' ` ?4.1 %/ i t •> 31 17 1FP J5780 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 1\3\'\ ......... A7 XFP J56.70 TO 12m BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A AFTER 19 now v A., ENGINEER THE TOP 12 OF THE MATERIAL EXPOSED AT FP JW.50 YuiREVIEW BY THE SOILS THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, Lo FP� J56.70 MAX -- --------------- AND COMPACTED TO A MINIMUM OF 907o OF THE MAXIMUM DRY DENSITY PER FP.1%50 W FE ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN x -BUILDING PAD W-71 XR� 3-56.50 w 71 CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON I A2 XFP J5 7. >i 16 I lao ruu XFP-357.70 5ss PAVEMENT AND AGGREGATE BASE, SCARIFY 6 0"38AREAS, AFTER REMOVAL OF EXISTING 55' x f PJ57.20 f P %U7.0 A EXISTING ALLEY AND FILL TO. MATCH EXISTING OR DESIGNED FINISHED PAD X] Fp MAX op fl� Z7 40 MAX FF rr 7 / i I 18 FP. 357 W M t ELEVATION. FP 35720 357,70 XFP bo xt I, XVAT FP 356.30 X25 TABLE "A" 15 JM.50 MAX S FI... ....... .. q JW.30mhv 3,517 rp OVEREXCAVATION A NE XFP 355, Jo XFP J5�5 ALLEY AREA ELEVATION 7- 351.6 A . D 353.2 > 0 1 0 352.7 z j OD N .......... D- 353.5 D F C) z ai w 355.0 40 Ix >11 356.0 F _j < 357.0 W CD C) LJL_ 354.3 FP. JW. 00 H LLJ 3: c j r -D fP 356 20 MAX 'Ira. 00 LLA w FP. M80 M• a rA_ MAX 1 J57. 0 En -9 W-1 -2 xm" JW. 70 04 �4 UNIT 1 LOTS 6 THRU 8 z g -44 '1 i fp 4' 32' 2 m m 356.00 lb- 355.50 CD XFP J5650 FP JR35 (D Lr355.55 717 8p Lu I - - ", 1. '� 13 2 28 2 16 FP.V7.0 _0 MW rrt L7 26' R 35720 MAX .357 00 MAX I LL XFP. 357.60 j 74TXJ56.40 94X FP. JM.80 MAE JM,60 m LLJ c) XFP is - .7. im. w Am" Xf-P J557.20 367.20 < XFP 356.70 1 . 7.6 N A L J 'JU90 p" x X' FP' 27 "GOSFORD 4" 3 12• I FP. Z7.2ftn FP 356M► 7 JSZ40 2 A jw LL] ff� M,*40 MAX JM W MAX c 27-12 FP -W.40AW. I ; I - I PHILLIPS ABAND-DRY HOLE JX40 XFP 357 40 �FP 7 3 T1 M40 J,47.40 .40 t>4 355 4 0 MONFAMM6 L07 fA X Q0 t-7, T ,j 15&W/ Of P JT57. JO L L 4 XT 26 go FG .4c XFP. 357 a FP J57J MAX =40 im. J5 < op 121'ft6 55 MAX a H FP. 357.10 mm 2 FP. JW. 15 MIAI 11-P _1_1��7 70 4 11z LES. 0 P c) XFP .35727 cs 5.60 MAX X! -P X740 4 I-22•' _F J57.20 25 LLj P.M.20 AW. 0 01 YFP J5690 '4 L70 Tvc An j E ATP 35700 j �f r! ;ij f f XV TA;7 LL� 1�5 I ;I :' I N ; , V1 21 f f- ;35 MAX R�JU7,0 ma fp.m7oom r7-.JW95Aft f f 90, 4 n -�K N 0. 1 'D I , , 95 PRIVATE PA -P.357 X1 00 5 A XFP 55710 24 x )6F'P.J57.20 -7- r (N LLI f P J56.20 Xm Xf P 356.90 4 �.,WP.356.94 fl� 956.40 MAX >_ . 1, MA 9 20 FZL41 im 17! "m Am re gr F-_ a XFP J56.70 J55.90 P. 11? 2�; �mp 10 MAX 6 0 P. -M. 80 M rp) g FP JM 70 KK 4. a >< �g 5 FP 1.95% 23 XFP j566. 70 FF J53 20 6 7 MIS ee_ J 4 1 -'AS PIPE! INE EAS' MENT 3 OUAFP 4 WIDE I N FAVOR OF P-G.&E. PER E300K 1670, 1_4 22 FP. •M50 m 35�NMWU .355 iij XFP im, 50 I Xf-PI56,50 r4PAGE 208P 0. R. 4 Ik w.4 DcI 7 7_ ....... .... SOAR J&50 FP JW. 7V MAX 7-7 ML F FP. JX50 MME ilii j HIL k6.60 nvi• DRIVE v &_ 1�_- I ._.,. 011. A449 Rw z 21 xf-p J5,6_50 X" xt-p lo 3 AP h56, 10 4 kFpJoo 5XFP 355.901 A ?-- g06 FP. JM. 30 fl� im. 10 10f it fW4 LFP FP 3M y 19� 356.50 MAX f ?� M6. JO MAX 3.56.50 x 11fr : I """" , __ ; fj94 FP. J& 10 AM FP..n90 AN '8 Tl Ift-41 20 1 1 1 19 L XFP J56-20 XFP 356.20 f P. JW.30 A P J56. 00 JW.50 MAX ............ - - - - - - - - - - - - - TTM NO. 7mlBOUNDAAY FP "M AM 1x -_1;71Z Y 1556 10 XFP. 356.50 RK31 I I '. (-"-- ---- .', - FRO 6 T WE m5m ! 1 -ml E I ' -iev ------------- U. 7F - A7 756. T 10 w Lo MUF JY& .2M 4m,� 8 17�JWOMAX u J gnr op", FP ZIM X,-P.zaw X�m 50 "N FP. Xf _F� J,56.&1�1 .155.70 MAX IF" I 1k; FP P J55 50 MAX j0MAX 25 1j; ;..-,! N 61SLI Fp 3w FP JWM A& fp� m to Ift 17� 1%..901 Ry HOLE MAX MAX �c fp. j,Pb J56120 X17f,5620 vy X! -p J-51- OLIjs t 75 K 8 L i.4 M A T C H L I N E SE E S HE ET 4 7 SCALE: 1" = 50' 25 0 50 L 25% 100 /-7 - 71 k I N6 n� < J ■ co em - C) < Gu �' 0 W < C9 co r xd M cn cv) go �uuu� z < J ■ co em - C) < Gu �' 0 W < C9 co r xd M cn cv) go EXIS77NO LOT ELEVA LOT�A 2.• 1 SLOPE �� rr - VARIES 14' TO 25.40' LANDSCAPE EASEMENT ZT MIN- 4• - 1 I 0.5' f k MIN. MIN. H WHITE LANE z 2' o o SIDEWALK U W at b 0 mIc SCALE: 1" 5' J Q I ®F�.3:5650MAX W 1 I cs .I . U 0-P-3,56.30 -2=, .� z 55' TO - EXISTING A. C. PAVING 2% EAIS77MG CURB TABLE "A*$ �} EXISTING ALLEY REMOVAL NOTE OVEREXCAVAT ION AREAS TO BE OVER EXCAVATED ALLEY AREA ELEVATION ALLEY AREAS TO BE REMOVED SHALL BE -HANDLED IN THE FOLLOWING MANNER. A 351.6 REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 B 353.2 352.7 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR p 353.5 TO 12 BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER E 355.0 REVIEW BY THE SOILS_ ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT 0 . F 356 THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, G 56.0 AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER H 354.3 ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN - CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD UNIT 1 LOTS fi THRU 8 AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY - AND EXISTING ALLEY AND FILL TO LIATM EXISTING M DESIGNED FINISHED PAD GUT7FR ELEVATION. 6 355.50 MATCH LINE - SEE SHEET 3 7 356.00 r 8 355.55 all '91,jr- _ - -_'• .:5�. 3 - ' '4 ' n` F .: _.s `•` �..,_ • _ - _ - -._ - _... -.... _.._ ,� . �, U:1_._._...._._.-._._._m._.-.«._...._.�' ,f �s+'•,;:vr.. _. v t p 1 j `fijr 1 - �4Q,"J 7161r8-14DA0Y r kFP3ra. i0Xaa, 1t, 11fkt NOT # •. - \ \-.- i , -----____ _ 1 1 I= ff i4 X<+=P.354.90 XFP 355.70 14 , XFP. 35&. lfrr■� l�tl• I , �° ' _; .r i , , ! { XFP 355Ju 1r' irlls r 1 tib i �� i �� I - 2 1 A., ;;,.'�,' 1 �- '% 9 1 I l ��i J- -- -!- } aVk (., .; , Y N , TS¢6 ? s '� �_ c . �� >_ i XFP. 355.50 fP 35530 35510 P XfP �. :!� k';::�k + 35550 f 7 ¢f 2X ; 355.80 I i t XtP 36.2fl fP r f;( x® w.i ozSM,4.Yr ':n fP3557UMAX + 1 P , i�' { ,� 1 ^� FP 3555tH MAX f .354 P H i <L i , r rf' 35.5e,1Q I i 1 hD`• oo • 1 P� MIK r': 1 ` , 1. . . fP�.25 f7' 355.10 AIWiA f7° .n 10 A 1 ' , _1 FP MAX 1 } >. w f7° MAX I A #: r� l _ fP.90A/�U. , BAIL! --DRY I?OLE >a.�FP3��SMAX I - j f 75 r P 356.20 1FP X6.20 XFP 35 . GL'J55.6 • ( , , XFP I i�: J . 30 c 40 ✓ri• Jim I, ~%! ^ r: •'!, ILB `�-JL i a.' _. _...,s . ��-#...,.<,-,� _',. �„�• ,ter•` . . t- -ti-,;. ^ _fl I � !XCf355.SG _II1,�7161 BtARY 2 A -.: : • lsr` '.^;fi.�.�..-xe '[ I t' J&.90XFP 356 FP .1U' a j Ff'. 356..30 ') I E o4 .a a25.i - 5 0.25% FP. Ml MAX I I : FP V. _ ..� ;� i I- .356s0MAx f IR 354.70 Lft FP ass 10 AM7..7777 I f _ i 1 ( I 1 r I { ;I 1 I To w.x 70 s. - .til • . •r may., .•X; 1 tl jif{ t - `W , G Fg a ! I i 'E , 1 I 2 f FP .- ._ o I 355.90 MAXMAx 3 , i 2 L ± 0 I I ( Z[ , 3 -�" - _ _ .� i I I ! � -X . ,,�$&.liil ` n, ' I �- �_�. _ , i I i I k xFP. 356. $' as t1 I I fP.�7n ,; - •- ... .__..._.._.r` i �`"',' t' i'yri' 1 --'�---.•_. '� �` � � � ! k� i w I 12 r 1.=5 t 1 6 't r fr I I Io G r ' i # [ ' I i 1 XFP 355.70 i� XFP J.90 W _ r _. _..___... _ I_ r 3' xW t I I I , # 9 XFP 3 D,3t ; ;' T i I -- f .�..J.. -1 oS� I fP.354.70 I 0 1 l -rJ `az" t - XFP 3J6.20 i { ) a�n �, x S$y I f 355 90 0o i r LAJ j {, :.1.� (� ir2 - " Hr' , ' l • !'K . i fro 33 � X J I >E I <'1 t� XF 3 �F,.2G y. XFP 75 .OQ 1 �i1FP. 355 7t�1 ` i Qz 355. JJ 1 FP• 354.0 I I ► - - 1-1) t^ I " ;. 1 FP 356..35 V S ? P.355. t i fp 356.10 AIAx I; MAX # - <Q II x-I� a,t i # ��_ I r I FP I , I I .� i FP. 356.15 = f 35s3o FP 35450A�IL I j� I 1 W wct I I fP MAX +.+r• x I , r FF 395 t fP 35580 # ` I /F JW I._,_J I[ `< 1 4 r fp 35655 MAX fP 35635 MAx 1 1 �' I J;; MAXP 3560o MAX :kt x�. FP35615 1 I - / I 18' 18'. F FP , 15 YAM. MAX i' i , X.F/o: •F4 W f ! t I <;r 3,'x'11', ,r , x® 355.4c? fp .35. 05 r I I 35590 , 5 I 1 I I. ' � fP .3595 AAtft �,� : , � _ lix I', a � _ FP. so /art I , o � _ XF: J55. 9 }= �_ I ti° 355 0 II ZV / I •.�I{/ 10 r :SC. yr '' f' �:' t/'I /,.. 7 r•.AA.A iif i�I1. t ' i JfJ-10 F r I .F _"' �.'_ 1t r �.r > 4 r n`a5�,aL`Ks,�•+�� :,'G,: _ ! k 111 l I ®X•r' _:1, 2,' �' ,% ` ( 7 1 1 - i �.' f _ .r �a J.s1t - , _ 1 i low FP 35525 MAX ! - ,,� ,.,- ,, ,�,• _..., 1 - �r 701�IIt fP Jt 70 - ' - •� _ ,:h •'"":" j I : �r f '� FP 3�6.3G a .. _ _... .h'� I � t•:� Q+ 1 T - I •cc �r a fP 354.83 ANht ..�-.c • r ` I j.��- \ 2 k I { i rU 6, 1' 1� Xtr J.5 50 w_ .. , 1 .. r<•.-. o. -n. �+,7#L+Sew_i;a`..w.Jsq'.„3"r i'Mcw,•os-- 5:t",� %," .!I 1 -•fix f"'�".., .- .k •t7. miax �a 'J, .• • ' •,,r, •• � • _I • ''�- Nt� k. dt�k=i_k' 5 - 1 B , , r izz 5• •i 0 z , t _;� W FR 354 60 MAX - I s_f� 0 I ! - - .o.J Y_ r fP 356 05 MAX i � t � ..r ,,,�-7 --� 9- TO TItrS.LINE tI; .�. :x® I j � - �! fM1 I __ r FPUJI - I 505 MAXMAx _. # _ 1 i - Iia 60 1 f I"!- Z4.0 pHIT. . ,:zw'" , ter✓ . 3 ;L,�: / � i , � .r ° i � .: I (�j`¢•�+�•.?�j.7�- ` 16' I I L- I y`Ft r I �. 1: ' ■ ' ~ / II 1 X, P 55.30 `5 ® ! 1 I 2C 1 35530 5 , 4 t%1 f 1 fG I X o� x I Y N r ' - _ I .-P 355,10 i ' iN® 25 r� , 3 Gv ff Xf�, 4.9ci XF .3� ,3f1I �� ii 7 3-5011I FP MAX t FP 355 70 t7' 33530 ®' 1, 2 �, r I , 3 FP MAx r 3 i -- - ><. rid >- rf -�; ; I ,, , :# ! I r. i 09 .35590 MAX ® fP 35,x.35 .. 15 I I r AFP 5 MAX o �' t5' -,Fo , I x W r'� ' ''' ;' g5 nI c - _ FP MAX i '} I 1 !, ._ yf +' r•`: 1 �I"_dd:J..11at111A t!-•J✓✓.I./MA f• ! r i l p, f 1 I I i r; , _ r, fP 35530 , fP 355 70 MAX r ',; L 15 MAX-' fP IfAX I •�=._._,__., i sl i r fP 0 MAY 1 FP3 MAX i I f _ l i I a- I f7",4.95 �.'- ;,,'i. 1 Fp ,,, � �� I I -'� - ,� ; • XFP. J55.9t� ? fP "•.�(? MIAt fP .�#% 15 A/� . 354.931 dk / ,,- ,�EF'' .73 A� , _-,4 ..i5't.60 , 1 i, �[ I - �r /�/� � ; � [ t I I rJ1.JG{gi° i^ X 55.90 XCP �� f? Z§ J R. i f 1°L1% N 1,x I I I fP, L : �' �� .8G X J s o XFP 353 50 I .. { AM FP JM20 j +1 f I I �� , =-r- ,� { , �` ��� +1 I k~..1' i ®1+ I `a I E7i1S31NG I� 11PE SIDENi A '�a i� ! 1 �� z 1 I '' .I ' !�' J r'` f ` ' FP•.35� 7i {', �, I i' :%` i I I r ir� .NV.IV 1 � _ I { [ `; #' ••.... r iGAi�N TO � RI710V�0 I - - j { �J I I FP 354.85 MAY i -" - "'-' --- � : ':� =�> ' � ---- - -- --_- _ __ ._ - I ! h � -, E r- -, �.-°.:t`:��.,.- _ _ - a .;�••- i N.00. L�IyISHiRE f Q _ i :1 't i Ii I XF55.20 4 _ _ _ � fir•-'•�-=, �. `_.`'` ^�__•• ` . 1 _ rt k L I * S .K. a � , I t i l 1c) LOi`Y•`1Ys3" _ �p� SP, .. • te`' lr F\ - W0.25 - - o� 54 - -.. _ - f - i 1 k_.33 0 2 7P D ' t ....-,.. tl r J 'Y 0 r i .,�;sl'-=�-�''C�p-t"-"" �4: A �?i: -:'E'-s Ri ��y� `�.:a.'aam.•. _ � __.... _. _..... ....x.,....,.-.. ._.. _x:-'f`.'o. ..-.._.. _ '16 r it .. _.•m_ Kms. J,. _ . __.. '- .3 k i` 1T _ a � -- .....,'..« ,. +'.... • ..-- : P R I N _ 3 > , I '•'-a+=^:... --- ...... e,,. .. __ .•_: v.� s.�.c:,,.u�"3..e. 1' i .., ;'�"•. ..rL'...:s `_V r:':..:4-^-t�.-. a.:--• .. _.__, I _ - - , LL I I PARK N0. 2 _ _ __�--_ ._.. l I -- __._ _ __ .___._ _, _.------- _. _ ._ ._.__..._ _ _ . _ .. _ -_ - .__ .___-_._._._ - _ _ _ .. - ^ - (( _�,.. I f 8 x i _l.. a - I 9 10 11 Lf- ' FP354 TO MAX i fP.354.70 ; l 1 2 7 , . I f x® 354, fP35490 MAX t fP.354.80 ! FP .35%60 f FP.M4 4t1 a fp i ! J 1 ' _ ,: FP 355 00 MAXI f FP 35400 1 f 1 1 , 1 2 i [ I FP 35 . AgAA FP 154 S0 MAX i I `XFP. 355.10 �' 1 fP33460A1A'Yt FP 354,80 MAX R L"4,40MAX FP.354.20MAX_ FP i FP•X4.10 i fP.354.30 1 I l __.....-.._.�_.._._.._-_ 1-.�. I f FP 35420 A9lH. FP 354 av AMIL FP 35435 MAK fp 35430 MAx fP, 354.60 FP; 354.90 ' fP 355.2A f FP 355 40 XFP 35520 I f FP. 354at0 In f fP 33t 00 ASK � fP 35440 MAX [ � FP 355.10 MAX FP 355.60 MAX I IRM70 [ XFP_ i i X FP 35415 hK fP 35410 lfNlt k + FP -35480 MAX F7? 355,90 MAX - - ` I XfP ® t XFP ! fP .354.30 AgIIA f fP 35540 MAX ^lit i XFP? 354.40 4 f FP354601ant A 35490 ASIC - I fp •35� 401ArhA � 5XO f i fP .35►5�20 ) fP• I tf I -- - _ _ _; _ - - i i XFP. 5r" . G I XFP 3�4 &0 1 V P, 354.80 � ;XFP. 355 00 f f i , 355.2fl i P 3: � i i Xf , � Sw.40 f /nr�r 355. ARE_ ---� fX I i'�'�� i iI N --4 - ' .3� -*_ __-_-/t-x.. - ( ® 1 vL i I € -- - --- - ! -LL- . t:3 _..,.._ _--_- -_ f -�•__ ® X -•J - k # - -- i --_--G�-_ -_- --��---�--- -- f --- ` -- _--_ 4 DQSTNWALL TREMAIN _ !t ---- __- f .7l04 h__`r4a t - } Q 4 a g �h 354 �5 � s WHITE LA f ` NE i i nr 7 fil 35 y y __.-- -----` --------------------- _ � - ---------- - _ --- - _ _ - -- _ ----------- -- _ s - _ r --E7USiWG BWNDARY FOR TRACT 6223 - . - - - --- - - - -, - .- - - - - - -•-- -- ..._ - - - - - - - _ _ _ - _ - - - ------ ---- s s s _-------_,.._------•------ ._. ----_.__ ------------------�..._.......-_._.----------- ._._.- _..__._-------...._. -- s --- s --------------- _;---------..-..-_.-------------- -5 � --------------- __-----_----- ', _ PER_NIAivE,T_S_EUfER C0�ISTRJ TI 1 v \ GRANTED TO THE nIY F - t k- t 7/771/ u PER MI. # 0198089007, 0.1 SCALE: 1' = 50' 50 25 0 50 100 _T4 l ate` Y. c 0.5' nuum I- E_ - MIN. MIN. H WHITE LANE z COMBINA ON o SIDEWALK U W at b 0 Z u- t a � SCALE: 1" 5' J Q I ®F�.3:5650MAX I FP•a33630 AK .I . U 0-P-3,56.30 W I E u_ ss df.L T I I ® -�-�--•'�w�- mit u N I I I I � I _ _ -1�p 3'56:10I l - I f 356.30 MAX I I 1 ( FP. Ma 10 M XFP 356'.1+? • N x__ 1 I ' r Y I d, ca f I ��2�� //�,//,, FP ah/1 .90 10 MAX h �1. < x I I fP,35590M1K XFP. 355 90 �._.�I c ! �I o •I I CIO I i I 3 � �I IIIII I I I O 0 z 55' TO - EXISTING A. C. PAVING 2% EAIS77MG CURB TABLE "A*$ �} EXISTING ALLEY REMOVAL NOTE OVEREXCAVAT ION AREAS TO BE OVER EXCAVATED ALLEY AREA ELEVATION ALLEY AREAS TO BE REMOVED SHALL BE -HANDLED IN THE FOLLOWING MANNER. A 351.6 REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 B 353.2 352.7 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR p 353.5 TO 12 BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER E 355.0 REVIEW BY THE SOILS_ ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT 0 . F 356 THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, G 56.0 AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER H 354.3 ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN - CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD UNIT 1 LOTS fi THRU 8 AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY - AND EXISTING ALLEY AND FILL TO LIATM EXISTING M DESIGNED FINISHED PAD GUT7FR ELEVATION. 6 355.50 MATCH LINE - SEE SHEET 3 7 356.00 r 8 355.55 all '91,jr- _ - -_'• .:5�. 3 - ' '4 ' n` F .: _.s `•` �..,_ • _ - _ - -._ - _... -.... _.._ ,� . �, U:1_._._...._._.-._._._m._.-.«._...._.�' ,f �s+'•,;:vr.. _. v t p 1 j `fijr 1 - �4Q,"J 7161r8-14DA0Y r kFP3ra. i0Xaa, 1t, 11fkt NOT # •. - \ \-.- i , -----____ _ 1 1 I= ff i4 X<+=P.354.90 XFP 355.70 14 , XFP. 35&. lfrr■� l�tl• I , �° ' _; .r i , , ! { XFP 355Ju 1r' irlls r 1 tib i �� i �� I - 2 1 A., ;;,.'�,' 1 �- '% 9 1 I l ��i J- -- -!- } aVk (., .; , Y N , TS¢6 ? s '� �_ c . �� >_ i XFP. 355.50 fP 35530 35510 P XfP �. :!� k';::�k + 35550 f 7 ¢f 2X ; 355.80 I i t XtP 36.2fl fP r f;( x® w.i ozSM,4.Yr ':n fP3557UMAX + 1 P , i�' { ,� 1 ^� FP 3555tH MAX f .354 P H i <L i , r rf' 35.5e,1Q I i 1 hD`• oo • 1 P� MIK r': 1 ` , 1. . . fP�.25 f7' 355.10 AIWiA f7° .n 10 A 1 ' , _1 FP MAX 1 } >. w f7° MAX I A #: r� l _ fP.90A/�U. , BAIL! --DRY I?OLE >a.�FP3��SMAX I - j f 75 r P 356.20 1FP X6.20 XFP 35 . GL'J55.6 • ( , , XFP I i�: J . 30 c 40 ✓ri• Jim I, ~%! ^ r: •'!, ILB `�-JL i a.' _. _...,s . ��-#...,.<,-,� _',. �„�• ,ter•` . . t- -ti-,;. ^ _fl I � !XCf355.SG _II1,�7161 BtARY 2 A -.: : • lsr` '.^;fi.�.�..-xe '[ I t' J&.90XFP 356 FP .1U' a j Ff'. 356..30 ') I E o4 .a a25.i - 5 0.25% FP. Ml MAX I I : FP V. _ ..� ;� i I- .356s0MAx f IR 354.70 Lft FP ass 10 AM7..7777 I f _ i 1 ( I 1 r I { ;I 1 I To w.x 70 s. - .til • . •r may., .•X; 1 tl jif{ t - `W , G Fg a ! I i 'E , 1 I 2 f FP .- ._ o I 355.90 MAXMAx 3 , i 2 L ± 0 I I ( Z[ , 3 -�" - _ _ .� i I I ! � -X . ,,�$&.liil ` n, ' I �- �_�. _ , i I i I k xFP. 356. $' as t1 I I fP.�7n ,; - •- ... .__..._.._.r` i �`"',' t' i'yri' 1 --'�---.•_. '� �` � � � ! k� i w I 12 r 1.=5 t 1 6 't r fr I I Io G r ' i # [ ' I i 1 XFP 355.70 i� XFP J.90 W _ r _. _..___... _ I_ r 3' xW t I I I , # 9 XFP 3 D,3t ; ;' T i I -- f .�..J.. -1 oS� I fP.354.70 I 0 1 l -rJ `az" t - XFP 3J6.20 i { ) a�n �, x S$y I f 355 90 0o i r LAJ j {, :.1.� (� ir2 - " Hr' , ' l • !'K . i fro 33 � X J I >E I <'1 t� XF 3 �F,.2G y. XFP 75 .OQ 1 �i1FP. 355 7t�1 ` i Qz 355. JJ 1 FP• 354.0 I I ► - - 1-1) t^ I " ;. 1 FP 356..35 V S ? P.355. t i fp 356.10 AIAx I; MAX # - <Q II x-I� a,t i # ��_ I r I FP I , I I .� i FP. 356.15 = f 35s3o FP 35450A�IL I j� I 1 W wct I I fP MAX +.+r• x I , r FF 395 t fP 35580 # ` I /F JW I._,_J I[ `< 1 4 r fp 35655 MAX fP 35635 MAx 1 1 �' I J;; MAXP 3560o MAX :kt x�. FP35615 1 I - / I 18' 18'. F FP , 15 YAM. MAX i' i , X.F/o: •F4 W f ! t I <;r 3,'x'11', ,r , x® 355.4c? fp .35. 05 r I I 35590 , 5 I 1 I I. ' � fP .3595 AAtft �,� : , � _ lix I', a � _ FP. so /art I , o � _ XF: J55. 9 }= �_ I ti° 355 0 II ZV / I •.�I{/ 10 r :SC. yr '' f' �:' t/'I /,.. 7 r•.AA.A iif i�I1. t ' i JfJ-10 F r I .F _"' �.'_ 1t r �.r > 4 r n`a5�,aL`Ks,�•+�� :,'G,: _ ! k 111 l I ®X•r' _:1, 2,' �' ,% ` ( 7 1 1 - i �.' f _ .r �a J.s1t - , _ 1 i low FP 35525 MAX ! - ,,� ,.,- ,, ,�,• _..., 1 - �r 701�IIt fP Jt 70 - ' - •� _ ,:h •'"":" j I : �r f '� FP 3�6.3G a .. _ _... .h'� I � t•:� Q+ 1 T - I •cc �r a fP 354.83 ANht ..�-.c • r ` I j.��- \ 2 k I { i rU 6, 1' 1� Xtr J.5 50 w_ .. , 1 .. r<•.-. o. -n. �+,7#L+Sew_i;a`..w.Jsq'.„3"r i'Mcw,•os-- 5:t",� %," .!I 1 -•fix f"'�".., .- .k •t7. miax �a 'J, .• • ' •,,r, •• � • _I • ''�- Nt� k. dt�k=i_k' 5 - 1 B , , r izz 5• •i 0 z , t _;� W FR 354 60 MAX - I s_f� 0 I ! - - .o.J Y_ r fP 356 05 MAX i � t � ..r ,,,�-7 --� 9- TO TItrS.LINE tI; .�. :x® I j � - �! fM1 I __ r FPUJI - I 505 MAXMAx _. # _ 1 i - Iia 60 1 f I"!- Z4.0 pHIT. . ,:zw'" , ter✓ . 3 ;L,�: / � i , � .r ° i � .: I (�j`¢•�+�•.?�j.7�- ` 16' I I L- I y`Ft r I �. 1: ' ■ ' ~ / II 1 X, P 55.30 `5 ® ! 1 I 2C 1 35530 5 , 4 t%1 f 1 fG I X o� x I Y N r ' - _ I .-P 355,10 i ' iN® 25 r� , 3 Gv ff Xf�, 4.9ci XF .3� ,3f1I �� ii 7 3-5011I FP MAX t FP 355 70 t7' 33530 ®' 1, 2 �, r I , 3 FP MAx r 3 i -- - ><. rid >- rf -�; ; I ,, , :# ! I r. i 09 .35590 MAX ® fP 35,x.35 .. 15 I I r AFP 5 MAX o �' t5' -,Fo , I x W r'� ' ''' ;' g5 nI c - _ FP MAX i '} I 1 !, ._ yf +' r•`: 1 �I"_dd:J..11at111A t!-•J✓✓.I./MA f• ! r i l p, f 1 I I i r; , _ r, fP 35530 , fP 355 70 MAX r ',; L 15 MAX-' fP IfAX I •�=._._,__., i sl i r fP 0 MAY 1 FP3 MAX i I f _ l i I a- I f7",4.95 �.'- ;,,'i. 1 Fp ,,, � �� I I -'� - ,� ; • XFP. J55.9t� ? fP "•.�(? MIAt fP .�#% 15 A/� . 354.931 dk / ,,- ,�EF'' .73 A� , _-,4 ..i5't.60 , 1 i, �[ I - �r /�/� � ; � [ t I I rJ1.JG{gi° i^ X 55.90 XCP �� f? Z§ J R. i f 1°L1% N 1,x I I I fP, L : �' �� .8G X J s o XFP 353 50 I .. { AM FP JM20 j +1 f I I �� , =-r- ,� { , �` ��� +1 I k~..1' i ®1+ I `a I E7i1S31NG I� 11PE SIDENi A '�a i� ! 1 �� z 1 I '' .I ' !�' J r'` f ` ' FP•.35� 7i {', �, I i' :%` i I I r ir� .NV.IV 1 � _ I { [ `; #' ••.... r iGAi�N TO � RI710V�0 I - - j { �J I I FP 354.85 MAY i -" - "'-' --- � : ':� =�> ' � ---- - -- --_- _ __ ._ - I ! h � -, E r- -, �.-°.:t`:��.,.- _ _ - a .;�••- i N.00. L�IyISHiRE f Q _ i :1 't i Ii I XF55.20 4 _ _ _ � fir•-'•�-=, �. `_.`'` ^�__•• ` . 1 _ rt k L I * S .K. a � , I t i l 1c) LOi`Y•`1Ys3" _ �p� SP, .. • te`' lr F\ - W0.25 - - o� 54 - -.. _ - f - i 1 k_.33 0 2 7P D ' t ....-,.. tl r J 'Y 0 r i .,�;sl'-=�-�''C�p-t"-"" �4: A �?i: -:'E'-s Ri ��y� `�.:a.'aam.•. _ � __.... _. _..... ....x.,....,.-.. ._.. _x:-'f`.'o. ..-.._.. _ '16 r it .. _.•m_ Kms. J,. _ . __.. '- .3 k i` 1T _ a � -- .....,'..« ,. +'.... • ..-- : P R I N _ 3 > , I '•'-a+=^:... --- ...... e,,. .. __ .•_: v.� s.�.c:,,.u�"3..e. 1' i .., ;'�"•. ..rL'...:s `_V r:':..:4-^-t�.-. a.:--• .. _.__, I _ - - , LL I I PARK N0. 2 _ _ __�--_ ._.. l I -- __._ _ __ .___._ _, _.------- _. _ ._ ._.__..._ _ _ . _ .. _ -_ - .__ .___-_._._._ - _ _ _ .. - ^ - (( _�,.. I f 8 x i _l.. a - I 9 10 11 Lf- ' FP354 TO MAX i fP.354.70 ; l 1 2 7 , . I f x® 354, fP35490 MAX t fP.354.80 ! FP .35%60 f FP.M4 4t1 a fp i ! J 1 ' _ ,: FP 355 00 MAXI f FP 35400 1 f 1 1 , 1 2 i [ I FP 35 . AgAA FP 154 S0 MAX i I `XFP. 355.10 �' 1 fP33460A1A'Yt FP 354,80 MAX R L"4,40MAX FP.354.20MAX_ FP i FP•X4.10 i fP.354.30 1 I l __.....-.._.�_.._._.._-_ 1-.�. I f FP 35420 A9lH. FP 354 av AMIL FP 35435 MAK fp 35430 MAx fP, 354.60 FP; 354.90 ' fP 355.2A f FP 355 40 XFP 35520 I f FP. 354at0 In f fP 33t 00 ASK � fP 35440 MAX [ � FP 355.10 MAX FP 355.60 MAX I IRM70 [ XFP_ i i X FP 35415 hK fP 35410 lfNlt k + FP -35480 MAX F7? 355,90 MAX - - ` I XfP ® t XFP ! fP .354.30 AgIIA f fP 35540 MAX ^lit i XFP? 354.40 4 f FP354601ant A 35490 ASIC - I fp •35� 401ArhA � 5XO f i fP .35►5�20 ) fP• I tf I -- - _ _ _; _ - - i i XFP. 5r" . G I XFP 3�4 &0 1 V P, 354.80 � ;XFP. 355 00 f f i , 355.2fl i P 3: � i i Xf , � Sw.40 f /nr�r 355. ARE_ ---� fX I i'�'�� i iI N --4 - ' .3� -*_ __-_-/t-x.. - ( ® 1 vL i I € -- - --- - ! -LL- . t:3 _..,.._ _--_- -_ f -�•__ ® X -•J - k # - -- i --_--G�-_ -_- --��---�--- -- f --- ` -- _--_ 4 DQSTNWALL TREMAIN _ !t ---- __- f .7l04 h__`r4a t - } Q 4 a g �h 354 �5 � s WHITE LA f ` NE i i nr 7 fil 35 y y __.-- -----` --------------------- _ � - ---------- - _ --- - _ _ - -- _ ----------- -- _ s - _ r --E7USiWG BWNDARY FOR TRACT 6223 - . - - - --- - - - -, - .- - - - - - -•-- -- ..._ - - - - - - - _ _ _ - _ - - - ------ ---- s s s _-------_,.._------•------ ._. ----_.__ ------------------�..._.......-_._.----------- ._._.- _..__._-------...._. -- s --- s --------------- _;---------..-..-_.-------------- -5 � --------------- __-----_----- ', _ PER_NIAivE,T_S_EUfER C0�ISTRJ TI 1 v \ GRANTED TO THE nIY F - t k- t 7/771/ u PER MI. # 0198089007, 0.1 SCALE: 1' = 50' 50 25 0 50 100 _T4 l ate` Y. c nuum H N z O Z oco o U W at b 0 Z u- t a � J Q w 00 cc W U O W � df.L T D u N I Q mIcKIN ar N d, ca U nuum �a 0 U O W � D Q % ar N ca m IIIII IL 0 U �a 0 U O W � D Q % ar N ca m IL 0 AREAS TO BE OVER EXCAVATED EXISTING ALLEY REMOVAL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR TO 12" BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE 'll AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT ALLEY AREA V f4t tt...ft Vf ttlftV• ELEVATION A 351.6 - C 352.7 D 353.5 E 355.0 F 356,0 G 357.0 THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, H 354.3 AND COMPACTED TO A MINIMUM OF 90X OF THE MAXIMUM DRY DENSITY PER (^' ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN t J lJ 1 r UNIT 1 LOTS 6 THRU 8 IN- CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD IIA AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY 8 355.50 / - XFP 354.80 r� j C;)y EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD 7 356.00 l` �i _ r B 355.55 „ SCALE: 1' - O %,. _ 5 JJ ' ��...,� .�.s•�r XFP J55. co L VD _ - .. - . _.. __ - 50 25 © 50 1' 100 � �.'� I'OR 8223 - 8 •� RACt u XFP J.56.200 2• `;0 , a �. �„''w,... •1 XFP 35 _ , j ' r 'o -- '�• �- _ ! _ XT 355.10 € { 2i - XFP. 354 90 f { t {- t 1.... _. 1 { XFP. j54,70A. i/r-- -o�_ - - .. € XFP 354.53 { { € 13 !`% �A iy. _ a� _ ti,r _ { ', € XFP 354-30 { € { i - r ' XFP .,55 50woolr % `// . -� #P �i ;'i'""--,� _ _ t t XFP. 354.30 { ! !l i101 for /j54.50 I i/"`-•€-yrs,.'at/� - f _ - _ - _ _ _ XFP• 354.76 8 { o� % - X901FP F 354 �61y 9f f / a fi `_.3� - `"`�; :,_.w r�'`� •_ ~`�-' _... r XFP 5,/Jr? f as ^- ; � / t � -.. -, I +` .,�..-., :;S � '_ - A., __ c5` - '"' +; '^'•--.,,,,• _ � � t _ ` � � � � / € : it _.. - � �� � - _,,;• r� r.'.: _ _1 41 - - -. _ :>a r3• € LLJ 1r 17' I - _+ _ ' i ,10 1 9 8 , XFP 35 580XrP 3h570 Xf-P 3558� ! ! i, , XFP35a.Sn rr'aJ a;.z K~ 110 =s5 G 14 PHI 4� !# 5 �•'� ._- .-_. _ _r "h_�' __`� a 7flcv y h• y{� J _ 38,:x- r 2 U . 4 r r ( -3 Q• y r.` i W, y ATIP35510 r �li 40 373 C �FP320 XFr 3559 W XFP35 tXFP 355.6XFP. 530b 3- /_Sy �---�s (10 12 _�f!S i .t XF?~; no S . + CE 0 y13i3 f ? - - - �:�. -- -- ��� • may., -- I I ;_ '. 355 I.-• - I I r FP MAX XT-P. 3 _ - - - - � �-i FP 3 MAX_ 1 _ -_ 55 gp' 95 355 r S*"^4 '-,•....~'.':_R��+e_...... ` _cam. �� i 1 lli 1 � I 517 � � ,10 W FP J55.50 A ;j €-}...a� �'L"I T .......... W n , € - c I cv i • irrab'.,•., S , , MAX Y t!1 3 35495 tr �, 33 € 34 i 30 0 " .= MAX 26 y I XFP 356, - XFP, 355.80 t C ( ' 3 'rl I 5 DCl XFP• 355.9035X..FP. 351.1XFP. ;55.70II ia: I a.Lam ..T' sAj3 ! 2 27 I ;a rfr r (t�J aX 1 . ij:5rys' Y : i �_ 7ljj 1 , • ��_ "' � � I � � ' � � ( •3 , � �- _I 0 S R w Ot'D6'24"'!N W y Q FP MAX U tz23' S88'S3'3rE 1 - -- - i P XFP 355.9-- Z L, .J 6� 353.9' , • I - 1 _-- cri .....__..___ '� .��„�. ,,ate -:a - - tl ��1% _ .. �„-.r__.` ' � �- `•4 E >- ---_. .r---:--•- 1 .:, � .- �, RETENTION.; I w _ - -------_ - -- -- f m LIN � OLNSHIRE f BASIN .---.-DRI-VE _ - - J - ' 'T 1-_5- E U LUT EEn'F 13 f B 35�T0 _ I I Fi?.355.tf1 € � ._ - .___..-----i...�_.__._._.. __ ,- � Q + � � i 15' . sa 354.x5 :tom€ FP � 211 i , 5:90 MAX FP, 3553Q MAX FP 355 10 MAX FF 354.85 MAX FP 354.55 MAX i FP 35440 MAX FP 354.20 MAX `:. Q fP.54.901M1� j fF'3547UASlIt fP.T�5445191ii fP.354.25M1At `� FP. .i54001A!At � fP..1538QJHJYC f JXft�35h. THS � I i Y OF X3 RSf= IE P PER € € ; t � , D j 1 I PG € t f € o f{' �lj . S485ift*W 16.93' 10LUMcNi 1 N 02000234-801 1 !! °.1 E i N89'1r2rW 133©7' I L b € € t I t p� • t - 2:1 SLOPE € ---_-----_ - F <-------- - --- ------ ' -- ---- -- - --- ___ € t __ ------------- - i --- <- a� ,7�-G - -- --- -t ,.7 FG -------- ^ r''$�-----�--- c '�'-©A- ----� --3`�r fl0-- ---- - FG --- -- -F� ---- ---� - Y5� - fr------------- - - --_� __--- _ - ' fpr• EmS11NG WALL M REMAINyo - T CONTECH PRECAST WATER QUALITY t SYSTEM OR APPROVED EQUAL `� ._'.._...__.. _ _...._......-...._........._._.._. - - -' : .._..._._.., ..,_.-.......-....,.......... ; - __........ _...... .-......- ... (SEE STORM -DRAIN PLANS).-..._.... $ o i� J N iF 0 mamma a-gill-figoom la --- _ ,--_,_... _...--..._. -_ ---__...--------------------_.._--.._---------------..-.-----------------••---•-•- i - ES11NG BOUNDARY FORTRACT 6223 - - - - - - - - -.- - - _ - - _ - - - -- - - - - - - - ThU"TION _ !-iE I-- - _ _-----_----------------_----•-•-------- -- ----- :,�.�.:_ :� _-- �_ -- __ __- T--_ _----.-_---------___------------- --- ___-- -- - _ __ 0. !7161. L 4m a M M H � _ 5 a U � -t O Q J ,Li, U 3 w m O Lf.. N W Y a m LO o N z Go toa mSZ W Y J yam � 1,{ti b� y 0 amus • •� J CL t; o� IE CC W a� o pa� r 1 cz 4 t W • •� J CL t; o� IE CC W a� o pa� r 1 cz 4 t W