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HomeMy WebLinkAbout1.7-7161 Ph 4 6223 Ph 6GRADING NO S 1. ALL GRADING SHA CONFORM TO THE CITY OFBAKERSFIELD ORDINANCES AND STANDARDS P TANNING THERETO (APPENDIX�J CBC 2007) AND SHALL BE SUPERVISED AS ETN NEReRED GRADING IN ACCORD CE WITH CITY OF BAKERSFIELD ORDI NCES 2 THE DESIGN ENC►i R SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING A CONSTRUCTION 70 INSURE i OMPLIANC WITH THE PLANS; SPECIFICA77ONS CODE W INN HIS PURVIEW. 5 THE SOIL ENGINES DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOUR PRIOR TO PLACING ANY MATE AL 4. CONTRACTOR ACRES 7HAr HE SHALL ASSUMES E AND COMPLETE RESPONSIBILITY F .ADB SITE CONDITIONS DURING THE COURSE OF COUNSTUCTON OF fS PROJIECT. INCLUDING 5A 7Y OF ALL, PERSONS AND PROPERTY• THAT REQUIREMENT SHALL APDL CONTINUOUSLY AND NOT BE LIMITED TO NORM WORKING HOURS; AND THAT E CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ARCH 7FCT, AND THE ENGINEER HARMLESS FROM A Y LIABILITY, REAL OR ALLEGEA IN CONNECTION WITH THE PE7RFORMAI OF K ON THIS PROJECT, EX Z '71NG FOR LIABILITY ARISING FROM THE SOLE N NCE OF THE OWNER, AR ITECT OR THE EIVOINNVEER. 5 THE GRADING CON ACTOR SHALL CONTACT ALL PANES Wf7Tt UNDERGROUND FACIL171ES PRIOR BEGINNING CONSTRUCTION VERIFY 774E LOCATION AND DEPTH OF ALL UN D FACILITIES; INCLUDI G TELEPHONE, ELECTRIC; WA 7M SEWER, OIL AND GAS UNES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR NFORM47ION OBTA ED FROM OU731DE SOURCES (USA 1-800-227-2600) 6. INE GRADING CONTRACTOR SHALL BE RESPONSIBLE' FOR GRADING ALL AREAS TO + OR - 0:10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0:10FOOT T OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE COV ACTOR SHALL RETURN AND CORRECT THE GRADING AT NO CDS` TO THE OWNRI/ I Z THE GRADING CDN ACTOR SHALL WATER AS REQUIRED DURING 7NE GRADING OPERATIONS 7i0 VENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBSOTHER OB,AE•CTS WHICH ARE 7i0 REMAIN. B EXCAVATON SHALL CONSIST OF L EXCAVATION INVOLVED IN �-j-JXAVAVON GRADING T E AS SHOWN ON THE /PiLANS EXCEPT ANY EXCAVA7701V SEPARATELY E'D AND PAID FDR AS A SE ORATE ITEM9. EMBANKMENTS -ANKMENT CONSTRUCTION SHALL CONSIST OF COVSTRUC77NO LOT EMBANKMENTS, INCLUDING THE P REPARA77ON OIFAREAS FOR WH/CIH THEY ARE TO BE PLACED, ITHIN OR OUTSIDE THE THE C0VSIRUCI7ON OF DIKtEMBANKNENT CONSTRUCTION ARE , THE PLACING AND CONPAOF APPROVED IWMATMAL WITHIN THE CONS CTION AREA WHERE UNStNTMATERIAL HAS BEEN RERWtOVED, AND 774 PLACING AND COMPACTING MATERIAL IN HOLES, FOR THE STRUC770M EMBANKMENTSARING SUB -GRADE AT THE GRADING PLANE,)RUING TO THE GRADE TOU RANC& DOING NECESSARY PLOWING OR BEN /VC, IMPORTING OR BORROW, P ACING AND COMPACTING MATERNAL TO THE E AND GRADES SHOWN ON E PLANS AND AS DIRECTED BY THE ENGINEER ALL BE CONSIDERED AS INCL DED IN THE CONIRACT PRICE PAID PER CUBIC Y RD FOR £XCAVARON. AND N ADDITIONAL L`OIIPENSAnON WILL BE ALLOWED OR SUCH VIORK. 10: THE WORK EMBRA HEREIN SHALL BE IN ACC DANCE WITH THE STANDARD SPECIFICAnOVS OF THE STA I£ OF CALIFORNIA ARTMENT OF' TRANSPORTATION DATED MAY 2006, SOFAR AS THE SAME MAY A LY IN ACCORDANCE WITH THE NOTES HERREO , G:ASE OF CONFLICT WITH THE STANDARD SPEaRCA77ONS AND ANY NOTES HERE THE NOTES HEREON SHALL KE PRECEDENCE OVER AND BE USED IN LIEU SUCH CONFLICRNG PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BEUMITED 70 THE FOLLOWING A) ALL CONCRETE SMALL BE CLASS '$" AS IN ACCORDANCE WITH S£CRON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS 8) ASPHAL ITC CON ETE SHALL BE TYPE "B , ME M GRADED, 1/2" MAXIMUM AGGREGATE, AND ALT MEETING THE VUAPCD 17MATEL Y MIXED WITH 5-7Z A SJ RULE 4641 REQUI IS FOR CUTBACK, SLOW C IRE, AND EMULSIFIED ASPHALT PA WNG. it. IN THE EVENT CONSTRUCTION STAKING BASED ON MdNTOSH & ASSOCIATES' PLANA DRAWINGA OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, OSJH * ASS WNT AIFS SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLAN.% DRAWINGS OR 07HER DOCUMENTS 12. MdNTOSH & ASS 2CIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED ANGES TO, OR USES OF, TH E PLANS ALL CHANGES TO ]HESE PLANS MU T 8E APPROVED, IN NRI 77N8Y MalNTDSH dr ASSG�IAlES 1. ALL GRADING SH L CONFORM TO THE REC MENDATONS CONTAINED IN, AND MADE A PART HE EDF. THE PREUMlNARY SOIL REPORTS PREPARED BY SOILS ENGINEERING, INC: ,ASB NOS 02-9968 & 02- 969 DATED JULY 18, 2002, AND ALL ADDE/NDUMS ERETO, IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATONS, MORE STRINGENT REQUIR ENTS WILL TAKE PRECEDENCE. 14.. UPON COMPLE77 OF GRADING AND BEFORE 774E START OF C0NS7RUCn0N, A FINAL SOILS REPORT SHALL BE PREPARED BY THJ SOIL ENGINEER. 14 THE SOIL ENGINEEER SHALL REVIEW ALL EXCAV 17IONS PRIOR TO BACKFILLING AND SHALL BE N TIRED OF ANY 17EM ENCOUN RED DURING THE GRADING OPERA77ONS THA 7 MIGHT AFFECT FOUNDATON PTABILITY SO RECOMMENOATONS CAN BE MADE BY TINE SOIL ENGINEER 16. CUT AND FILL SLOPES SHALL NOT BE STL-'EP THAN 2 1. f Z ALL SLOPES GRE 4 ]LEER THAN THREE FEET IN V ER77CAL HEIGHT SHALL BE PREPARED AND M 1NTAINED TO PREVENT ERO ON. 1B IMPORTED FILL MA 7ERIAL SHOULD CONSIST OF ESSEN71ALLY GRANULAR, SILTY SANDS WITH LOW EXPAN90N POTENTAL AND fREE OF GRASSES` WEEEDa ROCKS LARGER AN SIX INCHES IN DIAMETER, DESMA AND SOLUBLE SULFATES IN EX SS OF 1040 PAR7S PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFRa, T SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTNG TRENCH AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES OUR/ G PAVING OPERA 77ONS IMPORTED SOILS SHOULD ALSO MEET THE OWrNG CRI rERIA. A) MAXIMUM .'F PASSING 000 SIEVE .............................50 B) MAXIMUM U(NAD LIMIT .......................... .................40 C) MAXIMUM PLAS77CITY INDEX .................... .................14 D) MINIMUM R-VALUE......................................................50 E) MAXIMUM E ANSION INDEX (PER 1997 U C STAND 18-2). ........... 20 PSF 19, CLEARING AND UBBtNG - REMOVE ALL D iS, SUCH AS METAL, TRASH, BROKEN CONCRE VEGETATON, OTHER 8100E ADABLE SUBSTANCES, AND UNSUITABLE SOIL RDM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT; IN THE OPINION THE BUILDING OFFICIAL, SOL ENGINEER, OR CIVIL ENGINEER, IS NOT COUPE T TO SUPPORT OTHER SOIL OR S7RUC7UURES, OR TO SA 77SFA C TORIL Y ORM ANY OTHER FVNCnOVS FOR WHICH THE SOIL IS INTENDED. 20. AREAS TO RECE VE FILL (EXCEPT BUILDING P DS) SHALL BE SCARIFIED SIX INCHES, BROUSHT TO NEAR OPTIMUM MOUS VRE, AND UNIFORMLY COMPACTED 10 A LEAST 9OK OF THE MAXJUL W DENSITY PER AST W D1557-78, UANLES 5 OTHERWISE NOTED. IS 21, ENGINEERED FILL SHALL BE PLACED IN LAYS NOT EXCEEDING EIGHT INCHES IN UNCOM oAcTED THICKNESS BROUGHI TO NEAR THE OP77MUM MOlS7URE CONTENT OR TO A MOISTURE CON7EVT COMMENSURATE WITH EFFECTIVE COMPO TION AND SOIL STABILITY, AND COMPACTED TO 90X OF 774E MAXIMUM DENSITYPER AS714 D1557-07, UNLESS SPECIFIED OTHERWISE, 22. QUANTTES FOR EAR774WA7RK EXCAVol 770N EMBANKMENT D OVER EXCA VA TION- C . YD. — . VD (SEE N07E 44) IMPORT Cb. VD QUANT TES ARE FOR GRADING PERMIT ONLY. FHE ENGINEER MAKES NO WARRANTY OF THE AN77CIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE TRACTOR SHALL CONTACT 774E ENGINEER SO THAT ADJUS7MEN7S MA BE MADE. THE CONIRACTIN SHALL NOT USE THESE QUANTITIES TO B SE HIS BID ON. 2S BUILDING PAD ARATON - SUBSEQUENT TO STRIPPING, IN FILL AREAS, THE UPPER 12 IN ES OF MATERIAL BELOW EVS77NG GRADE SHALL BE 0 vEREXC4VATED. AREAS IN CUT SHALL BE 0 REXG:AVATED 70 12" BELOW THE FINISHED PA GRADE. AFTER REVIEW BY THE SOULS ENGINEER THE TOP 12 INCHES OF THE 7ERIAL EXPOSED AT THE TrOM OF THE EXCAVATON SHALL BE SCA RI , MOISTURE CONDITIONED, NO COMPACTED TO A MINIMUM OF 90$ OF THE AX/MUM DRY DENSITY PER A TU D155Z BUILDING PADS SHALL THEN BE ROUGIIT TO FINIS HED GRADE IN ACCORDANCE WITH ITEM 21 ABOVE, 24. PAVEMENT PRE ANON - GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXISTING GRADE I AREAS TO RECEIVE FILL. OMPACTION RN PROPOSED PAVEMENT AREA SHOULD BE A MINIMUM OF .`r OF THE MAXIMUM DRY DENSITY AS OBrA NE0 BY ASTM D1557-07, AMID SHOULD EXTEND TO A MINIMUM DIS TANC OF TW FEET BEYOND THE OUTBIDS EDGES OF PAMEMENTS 25.AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 26.SUFFI=VT ACCESS 70 THE EXIS7ING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOUR 7HE DIWSION OF GAS% OILS AND GEOTHERMAL RESOURCES (DIN IMON) TO INVESTIGATE- 7HE COND17YON OF THE WELL HEADS AAA) CHECK FOR LEAKAGE IF ANY REABANDONMENTS ARE REOUIREP, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICA7TONS 70 THE PROPERTY OWNER 2ZAT THE IINnAL CONS7RUC710N MEE77NG PRIOR TO GRADING ACnW77ES, ALL CONSIRUC7701V WORKE7RS MUST BE INFORMER AS TO THE SYMPTOMS OF VALLEY FINER. 2B ALL CONSTRUCTION EQUIPMENT SHALL BE 7UNED AND MAINTAINED IN ACCORDANCE WITH THE MANUFAC7UREPS SPECIFICATIONS 7HE WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE, 29. MONITORING DURING CONSTRUCTION ACT1477ES IS NOT RECOMMENDED AT CA-KER-3963, CA-KER-3967, CA-KER-3964 CA-KER-3969. IF HOWEVER, UNRECORDED CULTURAL REMAINS ARE UNEARTHED DURING C0NS7RUCnON, WORK SHALL HALT IN THE AREA UN77L A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE FINDS M 1F ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACnVI7FS ON THE PROJECT SITE; THE CON7RACTOR/DEVELOPER SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FIND AND APPROPRIATE COURSE OF ACT70N. SALVAGE OPERATION REOUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOUONED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WTH STATE CODE REGULA77ONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT SITE, WORK SHALL HALT AND THE KERN COUNTY CORONER SHALL BE NOTIFIED IMMEDIATELY (SECTION 705CL5 OF THE HEAL7H AND SAFETY CODE) IV THE ABSENCE OF AN ARCHAEOLOGICAL MOI7m A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY, SHALL BE NOTIFIED. 32. PRIOR TO ISSUANCE OF BUILDING PERMITS,, ALL OL CONTAM/NATID SOL SHALL BE REUEDIATED TO 7HE Sol7ISFAC77ON OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF E NNRONMENTAL SERVICES - BAKERSFIELD CITY FIRE DEPARTMENT) IN CONJUNCTION WI7H 774E STATE REGIONAL WATER QUALITY CONTROL BOARD AND/OR THE CALIFORNIA DEPARDWE7NT OF 7VX1C SUBSTANCES CONTROL 33. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECOVSTRUCTION SURV€Y CONDUCTED TO SEARCH FOR NA71VE KIT FDX DENS SURVEY SHALL BE SUBMITTED TO 7HE PLANNING DIREC70R FOR REVIEW PRIOR 70 GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOI7nCATOIN REQUIREMENTS TO AGENCIES PRIOR 70 GRADING LAND CONTAINING DENS 34. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT 7O THE MIGRA7ORY BIRD • TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). 1F CONSTRUC77ON IS TO OCCUR DURING RAPTOR NES77NG/9REEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONS7RUC1701V AC77WTY SHALL TAKE PLACE W7HIN 500 FEET OF A ACnVE NEST: TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) 35 THE PRESIEINGE OF ANY PREVIOUSLY UNIDEN77FIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING NOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH A• GAME (CDFG) SHOULD BE NOnF1ED OF PREVIOUSLY UINREPOR7ED PROTECTED SPECIE'S ANY UNANTCIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USF`W& 36. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLU77ON CONTROL DISTRICT (SJVAPCD) REGULATON VII, DUST CON7ROL MEASURES 70 ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS' A. WATER EXPOSED SURFACES (SOL) 771REL— nMES/DAY. 8. W47ER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C REDUCE SPEED ON UNPAVED ROADS 70 LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DIS7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONS7RUC1701V PURPOSES USING WATER OR BY COVERING W lH A TRAP, OTHER SUITABLE COVER OR WFGETA77W GROUND COVER. E: CONTROL FUGnVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATON, LEVELINGG, GRADRNq OR CUT & FILL OPERA71ONS WITH APPLICATION OF WATER OR BY PRESOAKING F. WWLIETN TRANSPORTING MATERIALS OFRFMT& MAINTAIN A FREEBOARD LIMIT OF AT LEAST SRX INCHES AND COVER OR £FFEcnVE'LY wr r0 LIMIT VISIBLE DUST EMISSIONS G. LIMIT AND REMOVE 7HE ACCUMULATION OF MUD AND/OR DIRT .FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WITTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS 6 EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. L REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM 7HE SITE AT THE END OF EACH WORKDAY. J: CEASE GRADING AC77W77ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH 774E SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW=CURE AND EMULSIFIED Am ALr PA TING MA7ERtALs 37. SURFACE DRAINAGE 70 BE ONE (12=) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING GFTVAL J8. SURFACE DRAINAGE TO BE ONE (1X11w6) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 39. I: THE PROJECT IS SUBJECT TO THE PROVISIONS OF 7HE NA TONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (AIPOES), A TIORCE OF INTENT" (NO) 70 COMPLY WNl7H THE TERMS OF THE GENERAL PERMIT 70 DISCHARGE STORM WATER ASSOCIATED WITH C0NS7RUC7lON AC71WTY (WTI ORDER NO! 92-08-DWL7) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SAI CRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUC71ON ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT' A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOUR PUBLIC INSPECTION DURING NORMAL COISTRUC7701V HOURS 40L AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOUR ANY WORK PERFORMED W n*N 0aS7ING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT; SECURITY BASED ON AN APPROVED ENGINEER'S ESTIM 7E FOR THE WORK PERFORMED WININ THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 41. DUST CONTROL CONTACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVFLOPEER, AND SHALL KEEP A COPY ON 97E AT ALL TIMES FOR THE DURATION OF CONTRACT'OR'S OCCUPANCY OF THE SITE, CONTACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 42 STORM W017ER POLLUUM PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU7701V PREVTDVTION PLAN (SWPPP) FOR 7HIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATON OF CONTRACTOR'S OCCUPANCY OF 7HE SITE; CONTRACTOR IS REQUIRED TO COMPLY Wind THE PROVISIONS OF SAID PLAN. 43 LANDSCAPE AREAS ARE 70 BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS T# SIDEWALK FOR ]HOSE AREAS OVER 29 44. MINIMUM d!! MAXIMUM PAD ELEVARONS ARE SHOWN TO REDUCE ADDITIONAL MATERIAL IMPORT. THE GRADING CONnRACTOR SHALL GRADE PADS WIdo MAXI DE AS 70 GENERATE MATERIAL FOR FILL AREAS �\ LEGEND ABIRENIM FR EDGE OF PAVEMENT FS FWISH SWAM -- - ,�..........�,.... TC TOP OF CONCRETE OE OVER -EXCAVATION FL I: DNUNE FF MISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DOSING GROW CONTOUR FP. 100.00 PROPOSED PAD ELEV. x® ASEULT/AS-GRADED PAD ELEV. FLOWIJME ROUGH GRADE UNE IwoQ PROPOSED GUTTER FLOKINE ELEV. PAD COMPACTON EXIST. TOP OF CURB ELEV. IS AT D.3' BELOW w DIST. GUTTER FLONLINE El". 10' 1 PROPOSED LANDSCAPE ELEV. a315.Y DIRECTION AND PERCENT OF SLOPE gCA - FOR DRAINAGE R CTS AND GUTTER LIMI7S EXIST. CURB AND GUTTER - -. -- CENTERLINE OF STREET - - - - - - PROPERTY LIQ If RIGHT-OF-WAY - - . -- - -- -- -- - - - PAD COMPACTION LUIS -- p STORM DRAIN -----EQ TYPE 'A' CATCH BASIN WITH 3.5 WIDE HORIZONTAL SCALE: 1" OPENING UNLESS OTHERWISE NOTED ® 2'x2' DRAINAGE INLET - -..... .. .... _.. ; .- - - _._.... OW. STORM DRAIN r .........r ..... TRACT BOUNDARY •••••••••••••••• LIMITS OF GRADING OUTSIDE A - - - - � ji OF THE TRACT BOUNDARY SECTION LI � I BENCH AM= TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (U.S.G.S. DATUM) PER TRACT 5863 VARIES , 2 LEGAL DESCRIE 770N,- BEING 70N:BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M.; ALSO BEING A SUBDIVISION OF THE REMAINDER OF PARCEL 5 OF PARCEL MAP 10617 -PHASE B RECORDED IN PARCEL MAP BOOK 52, PAGES 31-34. R/W R/W I? \ �•- 20' 26' 26' VARIES 20` V T ! O' TO 116' ot I t z2 CL is 2 17' VARIES , 2 ! 2I IN.� Z t 9 TO 17 2X N ! 2 SIDEWALK `= 12' 0 VEREXCA VA 77ON (SEE NOTE 23) 10' PAD COMPACTNN 5' SIDEWALK ROUGH GRADE UNE LIMITS L 12" OWREXCAVA77ON IS AT 0.3' BELOW PAD COMPAC77ON 10' (SEE N07E 23) FLOWLINE LIMITS SECWN TION r TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" 5' UPDATED 11-1-2013 26' 26' STOCKDALE HIGHWAY 0 MING ____ANENUF a a a N RE PR"M WHITE LANE �a v D VICINITY MAP SCALE: NONE PROJECT AREA: 34.08 ACRES INLET WITH 3" DRAIN GRATE 3' SMOOTH WALL PVC PIPE-, N3' �t�5ti��f.. -------- E 3" ; r= 3" DRAIN GRATE DETAIL "A" NO SCALE R20' 10' ZZ t ' 1 2p i 24 BACKFILL UPON 13' =Q. COMPLETION VARIES VARIES �--2, j FINISHED PAD OF WALL 1 2 9' TO 17' 9' TO 17' 12% INN. FINISHED PAD �-"- ` -;' ; - I2Z 2% 12" OVEREXCAV477001 MIA I (SEE NOTE 23) 1 V I molamwellim 1121 Y-11 .1 • i i 3' DRAIN GRATE PVC MITERED DRAIN 0.5X MIN. SLOPE PIPE SEE DETAIL "A" OUTLET -SEE DETAIL 'B" AT POSTIVE GRADE TO DRAINAGE EMITTER. 3" SMOOTH WALL PVC PIPE (TIP.) GRAN \ j •-•_._:_....--•-•-•-.-•-.= .............................',� ..... . �.__---..._....._._._...._ --- I I 2, 1� ' - PROPOSED _.._._....... - -- -- 5' MIN. i / 1 .. HOUSE _.---: Z z a. LLi_ :........... ......... ...... _..... _....------ _.._.._........ , O1 ; - �_._.-rt = = = ------•---•-----•-•- - -•-•-� -�-•--•-•-•-•-• = - - � -.... / a. PVC MITERED DRAIN" " O.5X MIN. SLOPE PIPE AT 3" DRAIN GRATE OUTLET -SEE DETAIL B POSTIVE GRADE TO SEE DETAIL A DRAINAGE EMITTER. R X MIN. (TYP.) 3" DRAIN GRATE — - - - SEE DETAIL "A"! ---^n,v,Lit% I t {RAVEL' PVC MITERED DRAIN OUTLET -SEE DETAIL "B" 0.5% MIN. 2" 3' PVC PIPE TYPICAL FINISH LOT GRADING WITH 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. 3" DRAIN GRATE SEE DETAIL 'A' 0.5X MIN. SLOPE PIPE PVC MITERED DRAIN AT POSTIVE GRADE TO OUTLET -SEE DETAIL "B" 3" SMOOTH{ WALL,I_ -, DRAINAGE EMITTER. 1 VC PIPE (TIP.} _DoE '- ' - - -- -- IZ ---- Z 1 S!e d __2X PROPOSED -- HOUSE I; 1 1 rw z (05 a �.o Qum«- \ ' \TTI OR I- \ _._._.-._._._.__:_:_ — _ -•-------•-•------0-\-•--- - - - ----------------- .---� 1 3" DRAIN GRATE O.5% MIN. SLOPE PIPE AT PVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B i 1 DRAINAGE EMITTER. 3" DRAIN GRATE 3' TIN. (TYP.) SEE DETAIL 'A' DAYLIGHT ROUGH GRADE UNE 5' SIDE WAU N m Z � (S££ NOTE 23) FUTURE WALL Zpp IS AT 0.3' BELOW 12" OVEREXCAVA7701V Q 5' SIDEWALK (SEE NOTE 23) a FLOWIJME ROUGH GRADE UNE IwoQ 10' PAD COMPACTON IS AT D.3' BELOW w LIMITS 10' 1 FLOWLINE m B gCA - R R SECTION LIMI7S 18" ( MIN. 26 26' ZO' 1D' ROUGH GRADING BACKFILL UPON 0 ! i HORIZONTAL SCALE: 1" 20' COWPLE77O/N W a' VERTICAL SCALE: 1" = OF WALL 113' � � I R/W FINISHED PAD PROPOSED 2 VARIES VARIES , 2 10' 20' a 20' 9 TO t7 I 9 727 17, i - z4 x� �ji� ff 2� �4 TYPICAL RE OF IED PAD ,GRADING MIN. ( 1 i FINISHED PAD FUTURE WALL �Ipllllll 5' SIDEWALK ! ---~" �:j_- ' OVt_REX AVARON i i 3' DRAIN GRATE PVC MITERED DRAIN 0.5X MIN. SLOPE PIPE SEE DETAIL "A" OUTLET -SEE DETAIL 'B" AT POSTIVE GRADE TO DRAINAGE EMITTER. 3" SMOOTH WALL PVC PIPE (TIP.) GRAN \ j •-•_._:_....--•-•-•-.-•-.= .............................',� ..... . �.__---..._....._._._...._ --- I I 2, 1� ' - PROPOSED _.._._....... - -- -- 5' MIN. i / 1 .. HOUSE _.---: Z z a. LLi_ :........... ......... ...... _..... _....------ _.._.._........ , O1 ; - �_._.-rt = = = ------•---•-----•-•- - -•-•-� -�-•--•-•-•-•-• = - - � -.... / a. PVC MITERED DRAIN" " O.5X MIN. SLOPE PIPE AT 3" DRAIN GRATE OUTLET -SEE DETAIL B POSTIVE GRADE TO SEE DETAIL A DRAINAGE EMITTER. R X MIN. (TYP.) 3" DRAIN GRATE — - - - SEE DETAIL "A"! ---^n,v,Lit% I t {RAVEL' PVC MITERED DRAIN OUTLET -SEE DETAIL "B" 0.5% MIN. 2" 3' PVC PIPE TYPICAL FINISH LOT GRADING WITH 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. 3" DRAIN GRATE SEE DETAIL 'A' 0.5X MIN. SLOPE PIPE PVC MITERED DRAIN AT POSTIVE GRADE TO OUTLET -SEE DETAIL "B" 3" SMOOTH{ WALL,I_ -, DRAINAGE EMITTER. 1 VC PIPE (TIP.} _DoE '- ' - - -- -- IZ ---- Z 1 S!e d __2X PROPOSED -- HOUSE I; 1 1 rw z (05 a �.o Qum«- \ ' \TTI OR I- \ _._._.-._._._.__:_:_ — _ -•-------•-•------0-\-•--- - - - ----------------- .---� 1 3" DRAIN GRATE O.5% MIN. SLOPE PIPE AT PVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B i 1 DRAINAGE EMITTER. 3" DRAIN GRATE 3' TIN. (TYP.) SEE DETAIL 'A' DAYLIGHT ROUGH GRADE UNE 5' SIDE WAU N m Z � (S££ NOTE 23) Z a Zpp IS AT 0.3' BELOW 12" OVEREXCAVAnON Q �R �,D a FLOWIJME (SEE NOTE 23) IwoQ w W = W 3 w O N 10' 1 PAD COMPACTION m B gCA - F- t 1 SECTION LIMI7S 18" ( MIN. 4Ld a``'te, Ld i ; TYPICAL ROUGH GRADING SECTION 0 HORIZONTAL SCALE: 1" 20' W a' VERTICAL SCALE: 1" = 5' Q � � I R/W aI PROPOSED RfW - Ia 10' 20' a 20' _10' HOUSE I o 1 �ji� �4 TYPICAL RE OF IED PAD ,GRADING NO SCALE � a �7 �Ipllllll �j 0.5% MIN. 3' PVC PIPE - w z Q 2 PERf�t�E TED PVC MITERED DRAIN OUTLET -SEE DETAIL "8~. 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 � t SCARIFY EXISTING ALLEY i AND FILL TO MATCH EXISTING GRADED ALLEY EXISTING PAD ELEVATION 1 FINISHED PAD (2, 32' 21 1 32' 2, I FINISHED PAD PROPERTY!LNE PER TRACT 6223 2Z M/Af 2X -,T" (SE ONO7E2)1d AT70 5 S/ .••• r 12" OHON ROUGH GRADE UNE 1S �.. X VEREXCAVA AT 0.3' BELOW FLOWLINE ( 7407E 23) 10, PAD COMPACTION UMITS Evs77NG ROUGH GRADE LINE MOON1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" 20' VERTICAL SCALE: 1" 5' r F.. t 1 N m Z � T t Z a Zpp z 0 Q �R �,D a IwoQ w W = W 3 w O N UI �. w y m m B gCA - F- t 1 18" ( MIN. 4Ld a``'te, Ld i ; r w Iz 0 W a' Q Q � � I aI PROPOSED Ia ; c I HOUSE I cu �4 TYPICAL RE OF EXISTING ALLEY ,GRADING NO SCALE � a r F.. O M 0) N m Z � O U Z oo O z 0 Q = 1 U 0 �,D a = W 3 O N UI �. w y m m B CD .mmmm! �J1 N W 0 ann i� 0 IL 0 ."j �,D 0. .� Z vp0 .mmmm! W a' Q Q � � c cu �4 '.+_-') co � a �7 �Ipllllll -6 i� 0 IL 0 ."j �,D 0. .� Z vp0 .mmmm! W a' Q Q � � c cu �4 '.+_-') co � a �7 i� 0 IL 0 I _ 19 ALLEY 20' 10, 10' R 20' 1 I p VA i /ES VARIES Za ' 7 FINISHED P =4 8 10 8 =10 -- 1 MIN I ! z I aN• 6` I F4� TYPICAL LLEY SECTION1 prlR,z'HORIZONTAL SCALE. 1 = 20 I i XFP 35:50 2VERTICAL CALF: 1= 5 XFP.357,40 XFP. 357 20 ' l 1 I� 4 D ELEVA7701V I 1T3 XF,°.3571(( ' ••+r XISTING 2x 2% ' I •~~• , RET VNING WALL EXISTING 5' SIDEWALK I � � � I � �,,,,_ _,; �.-•-... F } _ t EXISTING FINISHED PAD R/W R/W q SOUTH ALLEN ROAD R 20' 26' 26' 20' f0' VARIES 55TO 73' VARIES R I Af12' TO 26' EXIST. R/W t 4 iA 55' 1 1 2, 1T 19' 2 FINISHED PAD 48' VARIES 9' 1 i IX MIN. TO 64' 12 OVEREXCAYA7)aV EX/S77NG BLOCKWALL • '. � '' ' / z 1X MIN. I (SEE NOTE 23) { M_ 1 5' SIDEWALK + f0 PAD COMPACTION 5' SIDEWALKLT LIM17S ( EXISTING sis EXISTING 1 I ROUGH GRADE UNE CURB AND GUTTER o 5.5' COMBINATION�+yF EXISTING CURB &GUTTER IS AT 0.3' BELOW 1 o I SIDEWALK 1,rLOT ELEVATIONAi' FLOWilNE I-L qC7 EXISTING 291 Afig s? PAVEMENT,1--- f MA`x l 29L 2% LOT ELEVATION `-_.---- • TYPICAL ROUGH GRADING SECTION . 0 05' HORIZONTAL SCALE: t' i 2O' a k x MIN. 2:1 SLOPE - VERTICAL SCALE: 1' - 5' p m 1 00000, / ® �F 1�XFP.356.9t7 r - SEC _ . _ ........_..._ _ SCALE: 1'=5 2� o `c. f f XFP 356.7014 �f 1 J' rk ALLEY FG 'LANDSCAPE ]0 10, 20 I I t + - ; ---- �... _ , - XFP _. EASEMENT I I �Z u� i r 1 -= �••� 356 5(3 I i 1 VARIESVARIES !N. PAD ELEK I 1 8 =10 8'-10' =40. � , � -5 cr I ' ._. _...-- -- _, - : _- _,_ `;,,� '�"� ' •, � jX MIN. � I FF M.65 FP. 356s© FP 356.80 MAX =I 1 I FP MAX �, 1 +�v I fP.35&601l ZI .3i570D I r \ SECTION P XFP J5 an 3 I �. � .._-.. \ `•, % -, TYPICAL ALLEY SECTION, x7• 28 ---- HORIZONTAL CALF: 1" = 20' FP 35620 k.x `\ VERTICALS ALE: 1 = 5 ! ' FP 35fi 4D MAXI I I;\; I I b -fir' I i �► I AP. M.00 AAS I �. I ,�. i ; ';� ,� 4 1=}I ,FP.356.7e3 2 ®?•3.5690 I i t air I 57.05 f1337.f0 MAX FP 33725 MAx EXI STS G ALLEY REMOVAL N OTE � � ► ,! I � I t I FP. M&85 # f 1 t 1 ; ; 2 7 I 15-1 so' _ T `rFp :'fi:. \ ♦ ; ALLEY AREAS T BE REMOVED SHALL E HANDLED IN THE FOLLOWING MANNER. i I 1 I •I Yr ' -.. of \ t I FP 356,20 MAX co "'• 3 I �' ? `♦ ; REMOVE AND DI POSE OF EXISTING PA MENT AND AGGREGATE BASE WHERE 1 1 I'~ "� + ,� IQ 1 ' fp 355.811 A6fYE I 1 : . _ � FP 35 70 5 APPLICABLE. A REMOVAL ALLEY EAS INDICATED AND LOTS 6 THRU 8 - �; I XFP 356.56cs Iy T � \� ' UNIT 1 SHALL B OVEREXCAVATED TO 2" BELOW THE FINISHED PAD GRADE OR �; Yv I I I ! ®�' MAX TO 12 BELOW RIGINAL NATURAL GROUND AS INDICATED PER TABLE *A*. AFTER REVIEW BY THE OILS ENGINEER THE OP 12 OF THE MATERIAL EXPOSED AT f jN ; t ! 2� I _ __.�, MAx I YI \`. THE BOTTOM OF THE EXCAVATION SH BE SCARIFIED, MOISTURE CONDITIONED , ' I m i __FP. JZ 80 `.. AND COMPACTS TO A MINIMUM OF 90 OF THE MAXIMUM DRY DENSITY PER .1 ; ; I fP35sooMAx I ;' I ; ASTM D1557. B ILDING PADS SHALL EN BE BROUGHT TO FINISHED GRADE IN CONFORMANCE TH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD I XFP. aM.30 AREAS AFTER EMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE SCARIFY EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD f� 'ROPOSED IISHED PAD ...rte 4' SIDEWALK i a j 2 17' 1 17' ' 2' =a 4 XF?.35t 3t1 i W ( I RNISHED PAD '2' ` - REMOVE 1 «- .- ...... f � 4! ,•;,` EXISTING 2 I � EXIS7IN 11-� M '-' ; ,, :4 FINISHED PAD I ' ' CURB OVEREXC, / a MIN 2% 1 (SEE NOTE 23) 'a 5. SIDEWALK f 0' PAD COMPACTION > ' XFP .156.101 o Y ♦ I, ROUGH GRADE UUM/T5 NE �o - < ® EXISTING CURB & GUT7E�R IS AT O 3 BELOW / FLOWUNE SECTION♦ TYPICAL ROUGH GRADING SECTION ♦'':. 5 x® J - HORIZONTAL SCALE: 1` 20' \ XFP 356,101 � i VERTICAL SCALE: 1' = 5' t xwu Xnm • � XFP 356.3O ® _ 2 ` / \ PAD ELEVATION ! ELEVATION.ELEVAnoN _.. a I i _ 2.1 SLOPE TABLE A� I I I ��t �1 :. , / :='. xFa,356.50 % TION F tat 1 fp. •!•!•J.QiJ , - _ y, . �: �i ��'"" fir. �'-! c._ � aq'. OVEREXCAVA11ON ; I FP 33s 00 MAX ALLEY AREA ELEVATION I I �i I I - -= - E --- -:,�- - _ .� AN ELEVAnOv H 1 FP.s©ate __ _ -;;`•, TYPICAL FOR ADJACENT LOTS WITH C -t ... t' : t` r `! , iNAx DIFFERENCE OF 0.3 F? OR GREATER. XFP. 356.30 ' A 351.6 , B 353.2 , ' • f � 00 l XfP 357<3G C 352.7 ,: ; • .y.r ' �:!• -f�" 5p: !� -' ;` �'' 'it.. � F r, : - 17 15 i R t f I l 2, D 353.5 ': ,24 ,,' FP..W..30 tP. 357.30. �, ,' \� PROPOSED I P. MAXMAx m 35�1ao ,%; ` ': f;. `%J r z ! 1 s :i ta' i8' JJ~ ^ FP 357.71? MAXFP 337.5(1 MAX Y/ ,'' r %r �' XFP ,5670' PAD ELEVATION E 355.0 , I r (t FP.35600 t `, �, ,• • I 1 1 I ir-,h11 f7IF .t ��y ?/! I "--/ <'/- ' I I FP 356.20 MAX a l 26' 26' 1 FP ,5 7,30 IMAIC � fP . 57.30 AAS f "� � 2x 2�e F 356.0 0 1 I I = ti° .%.�3 I ' j ' = T I : f , ''` ,'i' _ t _ - ----- PROPOSED 1 i FPZ&00AA41� �I PAD ELEVA170N G 357.0 �,� , �► I XFP 3M56.501 s - zo t 1 ' 9L • I ♦ . •j.,.:i�- - ._._ ..-- ,,.,_ , '.ri3• ! i , - f'�'' . �' Tit..... j,•.+'".r' ' F ';rrf • ,� .'. ` ys• �( .! J t'i. - H 354.3 t t 15 : \♦,.. : , � � � � ;.: , ` ,: t �� - -- , - `� ~ � � �' /' � _ t EXIS77NG GRADE� ` ' I ....... _ _........... _._._._ - :. �._: % 1~ ' . 2. 1 SLOPE '.' f'.3 5c1. �6 �.. X 7 fi'N XFP 356.7© �'' l SECTION UNIT 1 LOTS 6 THRU 7' ,►, =I --- ----- �---=a € _._r ( `+ , SCALE: 1 =52J i `m _ x® 6 355.50 }; FP.35s2© I <r ?-- -•. s_.� 1 �; / r� �t' 7 356.00 1 I FP 35&40 MAX , I f? f • I, ,r=..r'� �t PROPOSED 8 355.55 nP Jam TAW. - r---- _. ; '` ti.._ �,� ,1 I 1 _ 'r/,. !s r ' s` ; ''� PAD ELEVATION XFP 356.703.. XFP, �i36 > ! I 13 ;` r;',573� , ,t FF. XFP 357.30 - , ,.- 10 'XFP.3574fl jjj ' �� ���y - I - _ • - - +. fP,.�57. �'`�, �',; :� FP J56.65 FP J56.50 #----�-`iw •,� °9r - g; - _ _ •( I AFP MAx . FP 357.10 ;'r �35&sSMAx,, FP 357.40 .a 1�_ _., , ,� Y`` J FP.35CL70 MAXMAx � ; , ' =� r' f ' r "� y t lt'. ,, � "r Kms. CA y�/ t^ �y� :,35760 MAX - • : ,, J I .• r /r i FP.W50AMi I �JU50 Alm � - � i/f ~� p ��i:a� 1 • ,� '' -J ~~ I• , `u r _ ® EXISTING GRADE k ' 2 2 = I FP .�.o I , / ` Sy , - , . _ . 357.40 AA1tiC :•` ; �:; 7 1"0 J i ' Pt I \✓+ t ,:-' i ` '•, ',: r %f, ;.' �(1 ta7 f �•:3 t n ; �. i' XF'J J5D.5i- _ SECTION �' I I I '356 (�• F� .j `;' x%' _ __ _ - - , ,' N r g { , N' , % r SCALE: 1 ` =5 G , Z 1t FP3 MAX I f- r,r/• ; f tAL=C; i, f_ 'Y` .1`o XFP s. 4�J I: r ; ;' `; 01 - I { i _.. _.I-!:� _-•!_'_..__.4+^'_'•_ � eA �j/� \ --- -+ •/ • I,'`j `"�/'' f �' rr'M1 � � t� '• � '. �, � - - _ _ � _. ._ .mac♦::' - f "�- .^� > `-` �+' • , .. , , ,, . .•x:90 •j • z•. AREAS TO BE OVER EXCAVATED r I ' - __ :.__•N= .�,5" =4•=-•,�, '� ... -<`` l �./ XF 6.55 � •a. 7)7 , ' t k I I 1- N _ 1 21 �_ _ _ P ,. MAXt I I 15 s 11 % � .jj''♦\,,I 111 1 1 i ` ` ✓ 't / '4 .j _?aux, - �t, �`;�� - M E�_A ,.0 :. ........:.,,, - ;, TPS' ``���._.. 12- I -- i I u t ,. ! 8 -j56.70� . r r..� r I _� X P 1 tt- I a ,5 -� XFP I t 2 i �, + i ✓ " -` XfP 70 3 k I 11 t �x 1; ! 357 XFP 3 .DD 2 XFP, 358.6 X 357© 3 3 J n t 1 p. 7 'E; - I FF 357.40 ! fP.357.25 BVI 357 m FP5 MAx + f I TIM NO. 7161 8W r ` i i FP 3 AIAX •i Nj i 35�Ii1 M fP 357.60 AtAX fP 357.45 MAX FP MAX A�ARY fP 35720 M FP . 7.415 AAI!I� 720 P I ti I I =I 17 W/• ! 4 2 FP 0 I I `` .r� I .357.50 s I 1 7 , ' SCALE: 1 � rr 50 s i- ' = NOW m0 25 0 50, I r _ _ . XFP 357 80 b• 1 Xf P• J56.70 i I I -Sol - 19<T_ - _ !tea _ _�1 ...11r�■- _ iv. r I FP J56.50rzi c •-•- l ,.mss 1'. _ w.+. t'., 1 M A T C H L I N E - E E 8,H E E T 3 2 a U Z 6' �3 2' SOUTH SECTION ALLEN ROAD -� Q -� ♦! SCALE; i'-5' o C) R/W 0 O R/W R w /ARIES 1 26' 26' VARIES 20' 10' o-FC9 T 1 TO 35' I 1 0' TO 116' <' 4 ,N p I 17' VARIES 9' TO 17' 1 1% MIN. 1 PARED I- rn 0) N 1% MIN. I EX/S7 4' 0 z � CIO i SIDEWALK z LL.SECTIQN I g� qo -� d d• � HORIZONTAL SCALE; 1" ='20' 1'J00 U M VERTICAL SCALE: 1' 5' 3 S I C3 W co u -C3 v 3 En RW / A,W / tV w m f0' 20' 26' 26' 20' 10' Y Q i a j 2 17' 1 17' ' 2' =a 4 XF?.35t 3t1 i W ( I RNISHED PAD '2' ` - REMOVE 1 «- .- ...... f � 4! ,•;,` EXISTING 2 I � EXIS7IN 11-� M '-' ; ,, :4 FINISHED PAD I ' ' CURB OVEREXC, / a MIN 2% 1 (SEE NOTE 23) 'a 5. SIDEWALK f 0' PAD COMPACTION > ' XFP .156.101 o Y ♦ I, ROUGH GRADE UUM/T5 NE �o - < ® EXISTING CURB & GUT7E�R IS AT O 3 BELOW / FLOWUNE SECTION♦ TYPICAL ROUGH GRADING SECTION ♦'':. 5 x® J - HORIZONTAL SCALE: 1` 20' \ XFP 356,101 � i VERTICAL SCALE: 1' = 5' t xwu Xnm • � XFP 356.3O ® _ 2 ` / \ PAD ELEVATION ! ELEVATION.ELEVAnoN _.. a I i _ 2.1 SLOPE TABLE A� I I I ��t �1 :. , / :='. xFa,356.50 % TION F tat 1 fp. •!•!•J.QiJ , - _ y, . �: �i ��'"" fir. �'-! c._ � aq'. OVEREXCAVA11ON ; I FP 33s 00 MAX ALLEY AREA ELEVATION I I �i I I - -= - E --- -:,�- - _ .� AN ELEVAnOv H 1 FP.s©ate __ _ -;;`•, TYPICAL FOR ADJACENT LOTS WITH C -t ... t' : t` r `! , iNAx DIFFERENCE OF 0.3 F? OR GREATER. XFP. 356.30 ' A 351.6 , B 353.2 , ' • f � 00 l XfP 357<3G C 352.7 ,: ; • .y.r ' �:!• -f�" 5p: !� -' ;` �'' 'it.. � F r, : - 17 15 i R t f I l 2, D 353.5 ': ,24 ,,' FP..W..30 tP. 357.30. �, ,' \� PROPOSED I P. MAXMAx m 35�1ao ,%; ` ': f;. `%J r z ! 1 s :i ta' i8' JJ~ ^ FP 357.71? MAXFP 337.5(1 MAX Y/ ,'' r %r �' XFP ,5670' PAD ELEVATION E 355.0 , I r (t FP.35600 t `, �, ,• • I 1 1 I ir-,h11 f7IF .t ��y ?/! I "--/ <'/- ' I I FP 356.20 MAX a l 26' 26' 1 FP ,5 7,30 IMAIC � fP . 57.30 AAS f "� � 2x 2�e F 356.0 0 1 I I = ti° .%.�3 I ' j ' = T I : f , ''` ,'i' _ t _ - ----- PROPOSED 1 i FPZ&00AA41� �I PAD ELEVA170N G 357.0 �,� , �► I XFP 3M56.501 s - zo t 1 ' 9L • I ♦ . •j.,.:i�- - ._._ ..-- ,,.,_ , '.ri3• ! i , - f'�'' . �' Tit..... j,•.+'".r' ' F ';rrf • ,� .'. ` ys• �( .! J t'i. - H 354.3 t t 15 : \♦,.. : , � � � � ;.: , ` ,: t �� - -- , - `� ~ � � �' /' � _ t EXIS77NG GRADE� ` ' I ....... _ _........... _._._._ - :. �._: % 1~ ' . 2. 1 SLOPE '.' f'.3 5c1. �6 �.. X 7 fi'N XFP 356.7© �'' l SECTION UNIT 1 LOTS 6 THRU 7' ,►, =I --- ----- �---=a € _._r ( `+ , SCALE: 1 =52J i `m _ x® 6 355.50 }; FP.35s2© I <r ?-- -•. s_.� 1 �; / r� �t' 7 356.00 1 I FP 35&40 MAX , I f? f • I, ,r=..r'� �t PROPOSED 8 355.55 nP Jam TAW. - r---- _. ; '` ti.._ �,� ,1 I 1 _ 'r/,. !s r ' s` ; ''� PAD ELEVATION XFP 356.703.. XFP, �i36 > ! I 13 ;` r;',573� , ,t FF. XFP 357.30 - , ,.- 10 'XFP.3574fl jjj ' �� ���y - I - _ • - - +. fP,.�57. �'`�, �',; :� FP J56.65 FP J56.50 #----�-`iw •,� °9r - g; - _ _ •( I AFP MAx . FP 357.10 ;'r �35&sSMAx,, FP 357.40 .a 1�_ _., , ,� Y`` J FP.35CL70 MAXMAx � ; , ' =� r' f ' r "� y t lt'. ,, � "r Kms. CA y�/ t^ �y� :,35760 MAX - • : ,, J I .• r /r i FP.W50AMi I �JU50 Alm � - � i/f ~� p ��i:a� 1 • ,� '' -J ~~ I• , `u r _ ® EXISTING GRADE k ' 2 2 = I FP .�.o I , / ` Sy , - , . _ . 357.40 AA1tiC :•` ; �:; 7 1"0 J i ' Pt I \✓+ t ,:-' i ` '•, ',: r %f, ;.' �(1 ta7 f �•:3 t n ; �. i' XF'J J5D.5i- _ SECTION �' I I I '356 (�• F� .j `;' x%' _ __ _ - - , ,' N r g { , N' , % r SCALE: 1 ` =5 G , Z 1t FP3 MAX I f- r,r/• ; f tAL=C; i, f_ 'Y` .1`o XFP s. 4�J I: r ; ;' `; 01 - I { i _.. _.I-!:� _-•!_'_..__.4+^'_'•_ � eA �j/� \ --- -+ •/ • I,'`j `"�/'' f �' rr'M1 � � t� '• � '. �, � - - _ _ � _. ._ .mac♦::' - f "�- .^� > `-` �+' • , .. , , ,, . .•x:90 •j • z•. AREAS TO BE OVER EXCAVATED r I ' - __ :.__•N= .�,5" =4•=-•,�, '� ... -<`` l �./ XF 6.55 � •a. 7)7 , ' t k I I 1- N _ 1 21 �_ _ _ P ,. MAXt I I 15 s 11 % � .jj''♦\,,I 111 1 1 i ` ` ✓ 't / '4 .j _?aux, - �t, �`;�� - M E�_A ,.0 :. ........:.,,, - ;, TPS' ``���._.. 12- I -- i I u t ,. ! 8 -j56.70� . r r..� r I _� X P 1 tt- I a ,5 -� XFP I t 2 i �, + i ✓ " -` XfP 70 3 k I 11 t �x 1; ! 357 XFP 3 .DD 2 XFP, 358.6 X 357© 3 3 J n t 1 p. 7 'E; - I FF 357.40 ! fP.357.25 BVI 357 m FP5 MAx + f I TIM NO. 7161 8W r ` i i FP 3 AIAX •i Nj i 35�Ii1 M fP 357.60 AtAX fP 357.45 MAX FP MAX A�ARY fP 35720 M FP . 7.415 AAI!I� 720 P I ti I I =I 17 W/• ! 4 2 FP 0 I I `` .r� I .357.50 s I 1 7 , ' SCALE: 1 � rr 50 s i- ' = NOW m0 25 0 50, I r _ _ . XFP 357 80 b• 1 Xf P• J56.70 i I I -Sol - 19<T_ - _ !tea _ _�1 ...11r�■- _ iv. r I FP J56.50rzi c •-•- l ,.mss 1'. _ w.+. t'., 1 M A T C H L I N E - E E 8,H E E T 3 2 a U Z -� ♦! o C) Ipm=~ 0 O w v a� C) o-FC9 T 1 ! CO 1 <' W cm (� 10 0 I 19# # fP 35650 R 35670 AW f j I I �# i - 4 I I I f7d 35650 %M A XFP. 3556. a0; r„ I J 49 i �y 8 +! fp356 m + ^I ► ®+ [� 356.50 MAX .356 30 AAW. I FP ,+ i S � { � r- •} 1 1 1 # XFP 356.30 II + II E j� � i €► i t # # t O I l I € € ! Jim Vi i i i # FP• 35600 {+ t I D C) fP 35620 MAX _ Q Go i I fP 35580 AN ; =I I € ' 4 I ,� XFP. ,356.50! r ~ } I �+ z# W O €�' E f €WA J I �` ___ � ' f i \,' ,� m j �, II iow I +20 {x356.40 MAX In LLJ C) XFP 70S I � I k € i ►' I 3 I` € ► I j3,56.40 I I I 35650 MAX W :# I , { I fP 35620 MAIL. W = FIG {y1 11 - t f Y CD 356.40 '+ } O = 3: € P5 I Ln5f 60 MAX W 1 N i fP M.20 AW. = r i o ! _ C!l I 6 €yl + XFP J5690 a I 4 5 # f W � tl C j I I I FP 06.40 MAX S t mmkoom XFP 356.70 ='>v Q f x I r I (iii; I II + FP M.W I f E # ?fP 35670 MAX { € { FP. 35550 I 11+ XFP 356.5G � I # i I II i I I I I I 7 I t I 7 { h I Z I h , I I # ®fF 315650 •) 6 f# i i fP .356.70 MAX fP 35650 M6IL I # ! N # XfP.356.53 I IX I FP JW.M # tr• ; i + ®r� 35650 MAX XFP.,356.30 # ice# I � # b-4 1 I fP 35630 MAX scs FP_35616,AIWIC :# 35x6.101 M A T C H L IN E - S E E S HIE E T 2 FP 353.311 i 4 ., _.• _ 17 ' -•_ _ . -_+M : t#FnSiV L.S�.. +.� ,'''`'X.-. � � - •, `' s - t .Y. I - i I ., ate. . ^-- 7.8(1 -.�•`,_.�_.�-•� � c �.. �. z �r'���vrsr',;sr:,aeer.-?,cs��'�xff'• XFP 35 ::e�--- � Lir.. _�rlx-..�III� -•:ip-jt '�-._. � :>~�:, t ' `y ` XFP 357.7 t ! 1 q � x � I i s !,4 t ®>8 XFP 357.70 atn rt r Ir' off; vp? $ /P 357.20 /P, 337.411 __ 357 _fP MAX „ �`, `fir. �71Fi F a fP 357.40 MAX I - - r�P 35760 AM � /P.M7.00 AN I FP 357.20 Lft �' 7 i s t / 35625 XFP_ E.00 XFF 358, el 0 15 '• k 357_& ( � ,' .' r1�;; t 3 I `'%• •d Al, ( "j 4 t`... ��9 �� S F I I .,.. -..._ .. t 2 t - i rs•` 1� - : _ - _��� >' ! s OP 3576 k -__77,77- - •i iy ,=k.a ,- ..< .' ...,. ;•s.',T.a•R. X7:9':: - - ._ _--'---. --• _ � ` 1 _ _ iog o is_ 1•. ..'�: -'�Z ' 1 i �- � ° - � i .;sig . - � I ;; �t''! ``_--` =�-' �"� .357 � + ' 1 °° # �-►� ____. __ - 4 - ..�._�:�=�-' MAX f �v - I � rp, �, ?' R � � # Fl, 6•, I �� ..,.XFR:.357`St7 _� _ •`.�i � ' t fP X5635 -a�-1 � � ►�' 1 , i - a• 13 2 I # 28Kj 16 fP 35720 MAX # ' I ' ; 357.00 MAX # W � t (I XFP. 357, 60 - t + fP356&iAA'AC I XFP. 357.23 X.FP 35720 ._,._ , + 3 # _ _', , 12 # I fP 356.911 2 7 _t # fP. 357.2q ''. § : fP. 356.60 % '� --r I' i•' XFP J57.40 - �- fP 35 40 M # !" L ays 35680 MAX c I i ! 1 im. '\ I ? I" 26• W FP 357.00 AA1}L 5 's AIS 1 + , - - '- r s i . W 3564o I I ( , r s � XFP u57.40 XFP 357 411 P•357.40 AREAS TO BE OVER EXCAVATED &13 ` XFP J56.70 71i � q EXISTING ALLEY REMOVAL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. Z REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE -3 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 "A"• AFTER s REVIEW BY THE SOILS ENGINEER THE TOP 12* OF THE MATERIAL EXPOSED AT Z THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER ASTM -D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN PI CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD 0 AREAS, AFTER REMOVAL! OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY � EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD W ELEVATION. err TABLE "A" OVEREXCAVATION ALLEY AREA ELEVATION o4(9 Al 351.6 B 353.2 C 1 352.7 rn D { 353.5 a :5 f � E 355.0 L) w t .5V b Q F� 356.0 Q :3u- I Z �{ -y G 357.0 W v .:� H 354.3 s co W to �C II d t� tD 3C ' UNIT 1 LOTS 6 THRU 8 Nch 6 ; 355.50 Q 7 356.00 m � 1 Q 8 355.55 44 �1 T "OOSFGRD 41' 27-12 PHILLIPS ABAND--DRY HOLE TPA IL ... ...`_�.-. :k- __,----•.--•_ t r t ti is 156.00p/311 4 ! t XFP. 357 JO I 26 } '' f' �y ` fF .357. � ! �. # ; ! �,- t I � XFP, 357 23 { yVJ # FP 357. 0 MAS + - .35� � ? �` .� _ �' _ # 55 MAX + �'"' - -_ I +! . I s f,.s. f' `; '',�� .,� SCALE: 1" 50' FP 35710 Amt \ ti O 25 O 50 If: FP. M.15 AA'At.�_ AIT 357 70 ( } '. �'� ; ! � ' } ! 15 I � i - XFP 3557.23 2-1 FC I ! 35743 1707 j- F - I� - FF #, = XFP. 25 J # + !; 7 i XFP 35700 5 9 + t i 0 # ! J�i f' fP.357.;ffiM N' .' JR 15 t s Q �ti t FP 35745MAx i +Y 156.35 A64X # f, i+z 5 I # } PRIVATE P K N�. 1 }+ j ; / , 15 �. # � '�' ## � : ;,N � # ' � , xFP. 357 D3 + ` I � -.7 ` _ XFP J. :`I k # # I 2 4 XFP. 35720 ".T ' "•_ + [t� XFP. 356.90 I t € \ l- xFP-3569 \!-+ '' i 'j i` i, t ; fp.r' `'i` tl i `••\_ 6 I € E x,.25% 96 7P a;t14 FP 5z 0 U1 I A;' ,3551590 I 1 ! r � # FP..3572�20 MA71-. I if i s ,35610 MAX '�'" !_ ,i � `� ♦ rte' 1 FP.3%801i96 "F y 39570 AW + [ } ' i t _ � � J'• °� Q Xrl'_3n.9C # ! ; : I 2 3 I t �=I fP X5.911 XFP. 356.73 ( j I • k ' MAV m 90 7 _ 15' WI D f� GAS S P l P3,_I it-.. E h S E vj' N T '� 4 � /�.. 2: '2 • - ,• ,.. I : f - 77..-� . - '� # I j I l;�i FAVOR OF P f.�c� PER BOOK 1670 ,� ! MAX J i 7a-...- ..L- :..,_ FP'35 # # t FP t 2 2 f I - ; I - - nnGr� - P 356 &0 I I . I_ I 7 ':� XFP. 356.50 t �= 4 P n v 208 , 0 . R . ,' \ _ 356.5 + / ,r ,t 2 0 w ,Ile .... _ ... . _ , • •-•ter: Q .i7 . - -- --�XFPJ54.61 W i- _ 5 , - J al 0.25 ;.� ,,;,_, - -"'- ^_ _,_.. ?✓'- `,`' f: ,_,r:_.;;, �t-__'t 6 _ Q252 53. 5 _ `� _' fix' _ . �=� ,...,,.. • - - - 3 334 3S4` C. h 1 i - f/) DRI _ xFP 356,10 € 3 XFP 56.13 4 !I 1• i / ,-�..,..._.. . - � i '`�.•-. ':`� °+' xFP 35 :-gp o t € ' ci I 5XF 335.90 V _ t 55.93 21 -�t �6.5u` I FP. MX � fP•.3156.10 1 FP,,3,S6.10 FP- •MAX � • r' r-1 XFP 356,50 i ! t I `�P fP 35550 MAX fP 35630 MAX ! t - fP 35630 AfAXfP MAX' FP JS 10 Aft FP.M190 A� 0 1_ I t , YfP 90A8i1t _2Q19 18 I 17 I!i ' I c I r" ! t _ = XFP: 356.23 xFP. 356.20 XFPj56.0(9 R i..-. -z K r ,»•:, w t 1 t pp.35131711 ` ! I ��,� €€ x`f�'J5...80 1::?^'56.53-----.,_-�_1---_ € f'� I �• I TTirff ((t ' J \\ f■ 59 - - - .. _ -� s - - - .- _ _ ._ - _ % a _ NM 71611 BOUNDAgY _ 1 , 1 �i `i t - . , - - ~•'-- .[.N- :i 7 XFP. 1516. 10 ! 7 �'w'�., i - yj} \ Yl tf t ; - ,., 7 ,., ,'-•. 16 'l - i t� ME_ - _ __ - _ Af'r.f14 5' �` ! t/77 f ` % r 1X,L'P 356.30 II� ;, ,^ 6' _-_xF3i5.1t F r 13 21 momg !2 X__ -_i ' JV -i XFP. 35550 fP 3m..3Q f� .35.E 1 © ! 7 t1 h' - 2 ' f i , XFP- 355.80 1 x # : S if XFP 3 6.20 ' f �� �'�'� rw� �� �� �� �i `� � L,'3 ��"�f' ! . • a/\A/ i/✓<i � ® r 5 - � � i I i - ® 1 1 � i F3 M6li4<�ry n _ _ . PHIL a ! i FP355�1t3 f, i '; y I �o� k3t FP 355711 MAX FP 355 MAX fP 35530 MAx 2 , , « . -, ® pp jW2 i € \ t y A t , i,. t = s i .1_35C5,3 4. I - r-- `� FP•3,5 30 A/AX #:: =: fP .35530 AA11� AP.JM fO A FP 354.90 AANt . - fP MAx � AN�4 �'D R Y Ff O LE r >� I ` FP 3 � MAX+ Ig4: _ f I i ^ � -3 x-�p, 356.20 XfP' S6.2D X,xP.35l-411) s Z 7 N: s a f d f: ✓1 f 1 XT xF� 3Ja, 8_I}' f PP.7A- } k MATCH LINE - SEE SHEET 4 100 Q n Z min w� s Z PI CC 0 � W o4(9 ca � a .r � IIIII Z w� s Z PI CC 0 � W o4(9 ca � a .r LOT BLOCKWALL 77ON 2: 1 SLOPE I I I I 2' I VARIES 14' TO 25.40' LANDSCAPE EASEMENT 14 MKX E I I 6' ?IES 48' TO 64' AREAS TO BE OVER ExcAVATE©ALLEY z Y AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER.' F. 0ZDo REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE -.. .. ... ._.-� - ----- APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - Q V UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 2' o TO 12# BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT A.C, PA �rNG tP.35520 I THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, 1 AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER j 2� FP. 35590 MAX� � � ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN FP. J5120 W� FP . A� CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD =:', 355.20 { AREAS AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY . 355. 1)j! .N. -M) in c x , Q m - �-_�-_�_ _�-, I rT- ; Z6 m a5' -- MIN. WHITE LANE COMBINA7701V SEC11ON rN 1 SIDEWALK SCALE: 10 : 5' ®F) J56.50 MAX =1 _ - { f ! I I XFP. 356.30 I I _ I • T mo I 1 I I I 1 ..356.10 =1 f I i I FP 356_,3'0 MAX S1 2 [� I I I 1 fp m90 m ! I FP 35610 MAX "s FP=90M I 1 I XFP J55.90 as 1 E f N f I4�G I f a t 3 1_ _1 �x_ I f� 3 I !ui � moll" • FP 555.70 dfl I f I FP 355.90 MAX 0- i I I I F1' .�7o,� I ! f 1 1 XFP. 355.70 9 1 ,f fC,w w X_ - utc� x as / iiI i i 1FP JZ05 �1 gip: t8' i f 355.25 MAX �( FP. 35485A& I 1 XFP 355.50 1 f 1 I I x 1 ! DF 1 I 1 i 2 Ap- 85 =! I ! FP 355.05 MAX j 60' 16' 1 i # FP. M4 65 MA i [ 1 XFP. 355.30 ' z 1 I j W 15. i t I 1 f J t 1 6 FP.3{, = ! j N t► I FFA 354.85 MAX ! f i FP. 35t 45 SII � .55.20 ! I 1 1 ! 1 ,1Lo f 1 " j F ! s N ! ! � f I I i jjj f 1 f VARIES z ' TO 70' EXI STI N G ALLEY, REMOVAL NOTE ?IES 48' TO 64' AREAS TO BE OVER ExcAVATE©ALLEY z a M AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER.' F. 0ZDo REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE -.. .. ... ._.-� - ----- APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - ---- V UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 1 d TO 12# BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT A.C, PA �rNG tP.35520 I THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, 1 AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER j 2� FP. 35590 MAX� � � ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN FP. J5120 W� FP . A� CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD =:', 355.20 { AREAS AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY EYJS71NC CURB AND GUTTER MATCH ,L.INE S EE S H E E T PRIMA ..:_. -- ____._ -- PARK N O. 2 ., x + 7 ®-.._. _-_. _. _. - -- - ..._ _ - aOUND x I -I- TTMI -_Alow{ t.._... ' 8 x® x ® ` P 3550 I 9 10 12 ,. FP 354.70 MAX ! FP. 7o I FP, 354.80 i FP.354.60 ` i FP Zf.40 i FP. &%M ' I FP J54 90 MAX t FP Z#.00 E I FP! PP 354.60 MAX f p FP 355.00 MAX FP 354.40 MAX FP 354.20 MAX _ FP > fP.354 &J AJAX FP 35 t • . ;XFP, 355.10 I I F1? 35460 MR fP,AS�2Yi AIV1tC � FP.354.00 AK � fP im.00 AdAi[ " I FP. J54.40 AAS x fP ,'LS XFP. J55.20 I I XFF. 3` i XF I XFP. J I XFP r Xf1' # XFP 3. xm -- ------ f ------_ L --- _-___ �- 4m i ' i I ! i ------ ------ ---� { --- ------ ® __ 1 r Ix _ i I 4 --- -- - - ---- ° EASTM WALL M REMAIN TABLE "A" OVEREXCAVATION ALLEY AREA ELEVATION A 351.6 B 353.2 C 352.7 D 353.5 E 355.0 F 356.0 G 357.0 H 354.3 UNIT 1 LOTS 6 THRU 8 EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD I , ELEVATION. , 6 355.50 7 356.00 8 355.55 16 15 1 14 '. `: XFP. 354.90 XFP. 355.10 XFP. 355.10 i ------------ I XFP. 355.50 4 ca- 44% w r` s - �.Y.1 ---------° - ------- _�-°-�- --__� __--+_----- ---- D1 W LU I ! Y s Illi H I T ELANE l - 354 5 MEMNON-_ 21 11 _---.._._.-._..__.._-.-------------•-----------------•----------------._......._---...._-_....-_._._._---------- ------ -- - ----- __._---.----.._..---......---._ --- - --- -_ Dus'nNG SOMARY FOR TRACT 6223 .cw s s s --- -- --- s s s s s s c a ;. __ FER�AIEIvT SEER COr`fS TRUTION _----_------------------------- ----_-___---_-----_-----------_..__--------------- _-------_--- _----__________-___-_- _ ____-_____ ___ _________-_---_-__ TION_ i � _ _ E.ASEMENT GRAN T EJ TO THE .,�ITY i 07 L 1 IC 1. II`- i t ER COC.# 019808966/, 0.1 � 1 SC LE: 1 " = 50' 50 25 ol 50 Rol a z a M F. 0ZDo m -.. .. ... ._.-� - ----- ----- ---- V U ix d s JIO W Q Fav tP.35520 I 1P=40 FP. 35.5e,70 FP 355.40 MAX FI'.,355.60 MAX '�i40 FP. 35590 MAX� � � FP. J5120 W� FP . A� FP � =:', 355.20 { X.f 6, 355.40fiXr`-'r . 355. 1)j! .N. -M) in c , OCA m - �-_�-_�_ _�-, I rT- ; Z6 m � � ATS ' I 1V r N - I ! Y s Illi H I T ELANE l - 354 5 MEMNON-_ 21 11 _---.._._.-._..__.._-.-------------•-----------------•----------------._......._---...._-_....-_._._._---------- ------ -- - ----- __._---.----.._..---......---._ --- - --- -_ Dus'nNG SOMARY FOR TRACT 6223 .cw s s s --- -- --- s s s s s s c a ;. __ FER�AIEIvT SEER COr`fS TRUTION _----_------------------------- ----_-___---_-----_-----------_..__--------------- _-------_--- _----__________-___-_- _ ____-_____ ___ _________-_---_-__ TION_ i � _ _ E.ASEMENT GRAN T EJ TO THE .,�ITY i 07 L 1 IC 1. II`- i t ER COC.# 019808966/, 0.1 � 1 SC LE: 1 " = 50' 50 25 ol 50 Rol U a z a M F. 0ZDo m C4 m %-0-4PEcr U ix d s JIO W Q Fav o I � W �Na J ..r .N. -M) in c N W Y m Z6 m � � 1V N - y. 0 U a 2 %-0-4PEcr o JIO W W �Na J .N. -M) in c a' Z6 Il 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 W. AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 9090 OF THE MAXIMUM DRY DENSITY PER ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD W _. 4: --- � AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY XFP 354.80 '� EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD V •VltVftVf\1f \fIV1• ALLEY AREA ELEVATION A 351.6 B 353.2 C 352.7 D 353.5 E 355.0 F 356.0 G 357.0 H 354.3 UNIT 1 LOTS 6 THRU 8 6 355.50 7 356.00 -24 /17 _,r ...... ......8 355.55 C. /loo- `'> /1 XFP- 355. ( �..r VD t _ 1 I-EVSTING Y FOR. 4 ui IRACT 6223 ., t ; - y / W XFP 355 20 3 } 02S XFP. 355.33 } t t - -_ "'_ �'�°�►-;wr �t- _ - „_ 1 7p. - XFP. 3.55 10 XFP 354.90, •70 it XFP354. ! 4 - r; - - } XFP. 354.50 ! 5 ,} ! OCA ' _o`"\ _ - y._-----. _ _, :_.,...._. ~ ` XFP 354.30 } i -- 4 30 XFP ;5.;.50 � - , ...,�._:„� �13 f ! � � =on'\ � y ��; ' fi=r:. - -•_._. ( � t � a 7 �� I t •."�. \ 'ti ...,1 "`--. - _ . ___ _ t XFP 354.50 f f 383 `---' - l- - - a 8 r ► ''F _ _• XFP 5 4 i� �. FP 354 90 t / - X XFP 355. 00 ` 1 v IMON . -. CL 3~ - - • V! 10 9 , 8 J, XFP 355.70 1 XFP. 355 80 + XFP. 355.80 XFP 355.60 F_cl Lli s I ![ w + s, of GOSr ORD d's 38',x1 li r rn 9b "i . „ S - AB IND. , I V , Ll 26' 30 fp FP �S ! •.eta �� � j ' � �I I _ ♦ .moi � _ �~----.__w .__ � � -a i - `-`-t LLJ 26-11 If _- I j # I it ¢# J - - �+ • cl r + + 3 8 + tr ,7'i (I w XF> 355.10 , I i L�I...I 4�% 39 + + 37 r 26' 26 13 :w �Wtl ht x' XrP 35E.20 P x gn XFP 355,6'0 #� t+ F` P. 36.20 XFP. 3..5 XFP 355.30 10 I e h I -f ORD 38-12 ; +12 V !-.ILLIPS I ABAND. i, XFP ,-j; r r CQ - - - - --, ;- XFP 355 S0 1 ,! jJ 1 a f - ° + ; - I --• - - , # i - - XFP. 356'. 1D LlCo ALJt i• , 28 r =>: �f m FP MAX? r ,.0 » -w, AX I o , $' i li , .I __._ 3 3 3 4 I + 3 6 iII _ f) MAX 354.93 I XFP 356.10 (� s ! I + 3 5 { ! 13 I `- -- - - 2 �/ XFP-35580 I 1 +# a r�I S>p•?p•4 w? XFP 355.90 XPF 335.80 i XFP 355.77) r 1 ' r 5-•••�'••-"' # i i I I32+ # , 44 Sdi'D6 24"iN FP `I B ,225• IJ ~ , FP MAX I rl - _ 9 55.smsml 90 ____,____ k 1 +h : N. quge _ ,XFP s�� 9 _ 1 •N 3k- �z + a • 0.25%m4 .25% � tom•'-:; It .� �------.,-- '---w• - ;.�'.,;t�,�� .:a-a:�,�._�.jx�:� >_y;�;': ..a,-.-�..-. - a..__��->� 1'•.r. _�i3 '' � s -ti t x xr s +. • air -.._..- Y z _ _. RETENTION -- - I - y. , ____ �� __ BASIN ..»... I - I ,LtN"C'--- LRSHIRE Ohl EE E D TVF - - - T - Oil JZ 70+ Fl? 354.90 + FP. 354 65-- " + �.�4' . ' i FP, 3.54.20 , FP 354 a�._. ; 15• h I { r _ Is 5.90 MAX FP.JMJ0 MAX ! fP 35510 MAX FP 354.85 MAX I fP 354.65 MV E Q fP 354.40 MAX [ FP -384.20 MAX j - `J I fP 354.901 I FP 35470 +fIUV. FP 354.451aN I FP 334 25 MIK i fP 354 00 Alit fP .35,iB0YW. � �/ CI p i- 1 E U[ I I a I ARI7";'E R S F I E L.D P PER I + `+ + ( o ' ���} �} j S48'S0'W 16.83' 00U Ni f +T N a. 0200023480 - _ - _ _ _ � rl8s�,22rw 193,07' ATL 2:1 SLOPE --------- 5 :70--zev ----------� 5.i0_� __-__� 3 54� _-_--�---5.20 F -------- �355GQ�__ ----- FG--- -� - - 354.7G`�� --�- YSt---- - __�_ - - ----- EXISIING WALL TO REMAIN CINNTECH PRECAST WATER QtlAllTY - - - - - - - - - - - - - SYSTEM OR APPROVED EQUAL _... . -. _..._._-- . ----- _ .._._.•,._._,.... _ .. ...__._.....___,_.__. ' (SEE STEM DRAIN PLANS f + -__ _--.-_._ ---_.. ----..._---...__---------•---____._--,---•--------•---------------_-----------._....._..._.-.-_,..__.,.,._- - EXISTING BUINDARY F6t IRACT 6223 - - - - - - - - - - - - - - - - - - T_R_U kf-s'TI aN- - �HE --- -- ----------------__- ________- __ - __- _- _--------- _-----------------------------�-------------_--�----------------------- - ' 1,-,ITY i7 illump 0.1 us 2 x ti U Z" � J w � .�t� Qma �a o UJI � 0 C) C9 co caid cn