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HomeMy WebLinkAbout1.7-6250 18 Asbuilt As Graded-GRADING NOTES 1: LIABILIlrY REAL OR ALLEGED, IN CONNECnON WrH 7HE ., . -1- .... 1-1--l. - .1­­­­­­._..._...l.l_­ l_­_­_'_:.'' - _'_'__""'._'__'__.__'._ BUILDING PADS SHALL 7HEN HE BROUGHT TO FINISHED GRADE IN PERmITTED. RENCH MA RK: 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 21. QUAN7777ES FOR EARTHKWK . AND STANDARDS PERTAINING THERETO (2010 CALIFORNIA BUILDING CODE, EXCA VA 77ON AND 0 VER EXCA VA 77ON - CU. YV. .&LST APPENDfX J) AND SHAU BE SUPERWSED AS ENC-4NEENED GRADING IN EMBA NKMEN T - CU. W. PREWOU.% Y GRADED TOP OF CONCRETE MONUMENT IN LAMPHOLf AT THE ACCORDANCE W7H CITY OF BAKERSFIELD ORDINANCES. FIRM, McINTOSH & A5900A, TES SHALL BE HELD HARMLESS AND RELEASED CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND 23. IMPOR T - CU. YMD. JEWETTA AVENUE. ELEVATION =365.33," (U.S.G.S DATUM) 2. THE DES16W ENGINEER SHALL EXERCISE SUFR'CIENT SUPERWSORY DRAWNGS, OR OTHER DOCUMENTS. TKLkF INCHES BELOW Z�E GRADING PLANE IN CUT AREAS OR T*ELVF CON7ROL DURING GRADING AND CONSIRUC77ON TO INSURE COMPLIANCE QUANT177ES ARE FOR GRADING PERMIT ONLY THE ENGINEER MAKES A ..0" WA ER fflLUn0N.PRE&fN a-- - WTH 7HE PLANS, SPEC1FICATFONS AND CODE W7HIN HIS PURWEW NO WARRANTY OF 7HE AN77CIPA7ED SHRINKAGE FACTOR. IN CASE OF 0"RIP # LEQ.AL DESC TI,ON*l , _'�:'.. .-._"_',_-'-':"_-"� " .- . . : . . � . . � - : .. � I . � . '_ ' . ;*' , � , 5 -'�- __ .. ' - , � . I - � , , . - .�'_. _L_ , � � - - , � , � , __ : '. " '. .' - - � __ . . I '­�.­' . �' �. - I - "3 I _, , -­ � � '--��F­�"-"" � -.'--- :-­ -, �.. �' ' , . � .. �: I _:-Ili . , . ;_'_�, .- , _... d . . , - . . '_ � ,� - _� . , - � - - ... �' I.- � 11: * - � - �i - I ­- , . . - . . . , ' ' ' 2� ' - - �_,�-.7 � ,� . - __' - � .. , ./ - . � . , � - , - . , . . . __ :� - - , , , � - - - ' - EXCESS OR SHORTAGE. THE CONMACTOR SHALL CONTACT THE ENGINEER . J. 77-/E SaL ENGINEER DESIGN ENGINEER, AND BUILDING OFIFICIAL SO THA T A DWS 7MENTS MA Y BE MA DE. THE CON 7RA C TOR SHA U NO T USE THESE OJANTITIES TO BASE HIS BID ON. BEING A PORTION OF THE SOUTHEAST QUARTER OF SHALL BE N077RED 24 HOURS PRIOR TO PLACING ANY MA7ERIAL. . SECTION 36, TOWNSHIP 29 SOUTH, RANGE 26 EAST, M.D.M.; 4. CON7RACTOR AGREES 7HA T HE SHALL ASSUME SaE AND COMPLEX 22. 9UlLDlNC PAD PREPARA7101V - SUBSEQUENT 70 STRIPPING, IN FILL AREAS ALSO BEING A SUBDIVISION OF A PORTION OF PARCEL 1 RESPONSIBILITY FOR " 517E COND177ONS DURING THE COURSE OF .6 THE UPPER 12 INCHES OF MA7FRIAL BELOW IHE EXIS77NG GRADE SHALL BE OF PARCEL MAP 10263 RECORDED IN PARCEL MAP CONS7RUCTION OF MS PROJECT. INCLUDING SAFETY OF ALL OVEREXCAVATED. AREAS IN CUT SHALL BE OM?EXCAVA7ED TO 120 BELOW BOOK 48, PAGES 59-61. PERSONS AND PROPERTY; THAT THIS REOUIREMEN T SHALL APPLY THE nNWED PAD GRADE. AF7ER REWEW BY THE SOILS ENGINEER 7HE 701P 24. CON 7INUOUSL Y AND NOT BE LIMI 7ED TO NORMAL WORKING HOURS; AND f2 INCHES OF MAJERIAL EXPOSED AT THE BOTTOW OF THE EXCAVA77ON PROJECT AREA: 2.31 ACRES, DIAT 7HE CONIRACTdR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARM7EICT, AND 774E ENGINEER HARMLESS FROM ANY ,irHE ..%.fALL HE SCAMRED, M067URE COIND(770NED, AND COMPAC70 TIO, A HCP AREA-w PREVIOUSLY GRADED AREAS TO + OR - 0. 10 FOOT IF AN AREA SHOULD BE FOUND TO BE MINIMUM OF 90% OF THE MAVUUM DRY DEN9TY PER ASnW D15.5Z 0 I-r- . I - - � - , __ - - - , .4 ; I � � � I � . - . � ; I i I i � ; i Call: MLL FREE I- � I I � I I � . . I '0�227-m*2600 1 i i 1 -40, i I i 1 � i � AT LEAST M DAYS I ; E YOU DIG I ! r p i � I dl I 1� ' i � UNDERGROUND SERVICE ALERT i I i : �, Z: � . ,� - - - I I __�� TYPE me CATCH SASN VITH 3.6 WOE LIABILIlrY REAL OR ALLEGED, IN CONNECnON WrH 7HE ., . -1- .... 1-1--l. - .1­­­­­­._..._...l.l_­ l_­_­_'_:.'' - _'_'__""'._'__'__.__'._ BUILDING PADS SHALL 7HEN HE BROUGHT TO FINISHED GRADE IN PERmITTED. PERFORMANCE OF WORK ON THIS PROJECT .. EXCEP77NG FOR LIABILITY �� = m �� = = �� m m �� ACCORDANCE WTH ITEM 20. 30. CONIROL ARISING FROM 7HE SOLE NEGLIGENCE Or 7HE OWNER, ARCH17EICT, OR W THE EVEN T CONS7RUC 77ON STAKING BA SED ON McIN TOSH & ASSOCIA 71ES .&LST � . ­­1 THE ENGINEER. COWRACTOR SHALL OBTAIN A CONS7RUCIION N017FICA716N FORM FIRM, McINTOSH & A5900A, TES SHALL BE HELD HARMLESS AND RELEASED A-PWOWD BY THE S.4'N JOAO,t#N VALLEY AAR POtLU17ON CGIVIRal BOAARD 23. PA VEMEN T PREPARA nON - GROUND SURFACES SHOULD BE SCAR00 5. THE, GRADING CON7RACTOR SHALL CONTACT ALL COUPANIES WIN DRAWNGS, OR OTHER DOCUMENTS. TKLkF INCHES BELOW Z�E GRADING PLANE IN CUT AREAS OR T*ELVF 12. UNDERGROUND FACIL177ES PRIOR TO BEGINNING GONS7RUC77ON AND A ..0" WA ER fflLUn0N.PRE&fN a-- - INCHES BELOW EX7S77NG GRADE IN AREAS 70 RECEIVE FILL COUPAC77ON UNAUTHOR12ED CHANGE'S TO, OR USES OF, 7HESE PLANS ALL VERIFY THE LOCATFON AND DEPTH OF ALL UNDERGROUND FACIL177ES, , _'�:'.. .-._"_',_-'-':"_-"� " .- . . : . . � . . � - : .. � I . � . '_ ' . ;*' , � , 5 -'�- __ .. ' - , � . I - � , , . - .�'_. _L_ , � � - - , � , � , __ : '. " '. .' - - � __ . . I '­�.­' . �' �. - I - "3 I _, , -­ � � '--��F­�"-"" � -.'--- :-­ -, �.. �' ' , . � .. �: I _:-Ili . , . ;_'_�, .- , _... d . . , - . . '_ � ,� - _� . , - � - - ... �' I.- � 11: * - � - �i - I ­- , . . - . . . , ' ' ' 2� ' - - �_,�-.7 � ,� . - __' - � .. , ./ - . � . , � - , - . , . . . __ :� - - , , , � - - - ' - IN PROPOSED PA VEMEN T AREAS SHOULD BE A MINIMUM OF 95X OF THE RES01JRCES CONNa BOARD BffORE TW START OF ANY CONS7RUCRON INCLUDING 7ELEPHONE, ELEC7RIC, WA7ER., SEWER, Ok AND GAS co CZ a< cms� Lu MAXtMUM DRY DENSITY AS 06TAINED BY ASTM 7EST MET400 D1557-780. 13. LINES. THE ENGfNEER ASSUMES NO RESPONSIBILITY FOR BURIED J2. AN OPEN S7REET PERMI T SHALL BE 00 TAINED FRCW THE a 7y Of * BAK&Sf RD ME7NOD A. AND SHOULD EX7EUD TO A MINIMUM DISTANCE OF TWO FEET IN, AND MADE A PART HEREOF, 7HE PRELIMINARY SOILS REPORT LINES NOT INDICA TED ON THE PLAN OR FOR INFORMAI TION OBTAINED ��'_�_' . , _: .,- I. __'­,�­ " _.__-_.'l�.._l____"_ .7- ... ___ - � _­ -'�.'_ ! � � � �' -, - - - � __ - � - -, ---. . -, .. - - i st 1111m 11:1111m .'. I ..... . . - -- - " . '�_ - *1 . '�'_ --- . �__' � -0 - - ­­ . . - , p It--, � ­� . - - ", . - - -,--..--..-.- - ' " - ' - t- - - BEYOND THE OU79DE EDGES OF PAVEMENTS. PUBLIC MWKS DEPARTMENT FOR ANY WORK PRF"EV WTHIN EXIS77NG FROM OU751DE SOURCES. (USA 1-800'-227-2600) AUGUS T 7 . 2004 AND ALL ADDENDUMS 7HERET0. IN CASE OF ACCEPTED S TREE T JW06 T OF' WA Y UNLESS SECURED BY A SUB01 W.90N .. I- '. iil_� �;"�'.�-. ... , , � ., - � - - , � -', , , �' __,", I . -1 - - - - T., - - .' -� . . -1 - __ � - .----- - . I m=W d� � � - - - I. - - I - _�' -z t�� 0 �.!_-� - '� - ,-",-,, - _'_ ' _­ "�­�' . . I , ..' - - -1 - - __ - ----- .. -- -. -- --- __ , - __ - - cl __ :.- _: __� - - ��* � I '.- - � -.''� �- � , - ` . , � r I W_ I ,___-_';% � - �'� ,'.'-�,'- - _.�;; "I � __ - , ,�il'__­w . - '"� , . - I - __ - , - - .. - - - -4-1 .. -z ..' - '" _' � � - - - -- , � - , N' ___ ­-.; 'm 4.2 - I -11 _ - I - . , __ '� I .- '� - - ': � - - - - `;�"' -_'-_-_,,'--'---- - -'. �'_ -, - - - r -�� _7" _' ..' �',- � � � � : 1 � ­�' " '' . �� '. A CONFILICT BE7W,EN THE PLANS AND .SPE0FXA170N,S,, THE MORE 24. PRIOR TO COMMENCING ANY *WK WTHIN THE CITY RIGHT-OF-WAYP IHE C0110RAC7UR 6. 774E GRADING CON7RACTOR SHALL BE RESPONSIBLE FOR GRADING ALL I -.- ,.-,-'­ � �__*'� ­ -.vlr_*_­.._._l_.�' , .1 -, -, - __ .,:�..-.�".,:.�l-..�,�,S�,���-.11� -, -� : ;�' �:'. ­,_ ,_ ' , , ii � � - , �". __.;-- - ".. � I ­*'; ;. -..�'l:"-_._ * --I-- � __ - :.; "'. " � 1- ­ , � - .�­ I ._ _'..'__'.;_'_'._ - I - -. - -;�-,_'­."-'---­.�, �_i�'�__-.­__� om'._' � ', _......l.. i_-_;�--"_-�!�""'-',-" -'. . , - - , - - - � . -4 .___ - �._ ­ .. ..... � . . -, �: ... ;--� - , , ';' -- , \ * ­1­1 .... �.­, ' - :.� ll� ;�';­,"," - -, ___ I jo�� -, �'. " - . '. Z�­­ � I � � , _- " '�'�-"-; _'.. � 6250 -_�--"-_., . I I _'_� . I _;­_ - .-Ill ; -, __ �i It._ - � -­:­-_-'' l" _ ' - .. � - .'' - . *,' 4" "''*­'_""' ­t��. , - --,-- -- ­t�- -..-... -w -A , - - ' , �; _ ',.,"' re� ­_' -- "':�::'--�i'fJ'�' SHALL OBTAIN AN OPEN-S7REET PERMIT FROM THE' CITY PUBLIC WORKS DEPARTMENT. THE WRK PERFORMED N(THIN THE R16HT OF WAY AND INSURANCE AS AREAS TO + OR - 0. 10 FOOT IF AN AREA SHOULD BE FOUND TO BE UPON COMPLE1701V OF CRADING AND BEFORE THE START OF UNLESS SECURED BY A SUBDIWSION AGREEMENT SECURITY BASED ON AN APPROVED ­_,- 1. if IV ' ' - . . ..... � �._" ;'___._, ­- �� .. � Am. . . - ; - ", " , . -- % A - . , "i -, %'. � I __ L , A ­ - . : � ' I -- - -, � �'­ - ­- - �' � -1 V - - -- �­. - - 'N", . . � f, .� �.....o�m'-. _�'_­' o - - . 1% I �'.'_ ­! - � " ".- � � - - 4 , __ - �.... I �.� I ._l***._­_... , - ' ' ' � -01-0 �_ , ­. , --,-- `-­ , -- - . r . - - � ' I -� -��-",�­ --. I I �, - I � - ­ - - -.-- ­ ' 1-1 " .1-1 __ ­4 ' ' I , _14, - - MORE THAN 0. 10 FOOT OUT OF LEVEL AF7ER COMPAC71NG AND ENONEERT ES77MA 7E7 F40R THE WWK PERFORMED W 7HIN THE R16H T OF WAY AND BY THE SOIL ENQNEER. ACCEPTANCE OF CRADING, THE CONTRACTOR SHALL RE7URN AND :�_�� - I I - . . . . �­ .- ; � : I . '... . I , I ��N� ,:-#-, I'.- I . , � I - - .- . �;"'��- - . . � - � . . - .­ I 1- ' I . � - , , I - . �. I qlffi�l . - _'- --: I .". . I INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT LANDSCAPE DRAINAGE ACROSS NE SIDEWOLK FOR NOSE CORRECT THE GRADING AT NO COST TO THE OWER. 25. ALL 7RENCHES AND, EXCAVA77ONS SHALL BE CONS7RUC7ED IN S7RICT COUPLtANCE '�,'.:��- .__ '. I - _ ;:-' BACKFILLING AND SHALL BE N077RED OF ANY 17EM ENCOUN7ERED ,�� �' - - - w , w. ; .1. i'�%p::`__ ". v-, _'. 11­1­� , ­,"' ­--­ ,.. � _. o : .111----l".. � .- - - '_ - - � I I I - . I - ­-­-­­­�*�'­-' ,_-.'::_l ': , ,, " ,. it��-' - , I � - _o . , I � __ - 11 � , - - � - � , 116 _...�- I., _� , � .1 I.-. - � I . 11 ""-'' li-*.". ­­" -.,-,- � L �: � I ' -d- , ,- ' - I,- .& �'._ .11 .� . - - �.' -- - _�_ � - � � � . .. . �K , ­­-----F-'.- a � - - �' WTH 7HE APPLICABLE CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER Z THE GRADING CON7RACTOR SHALL WATER AS REQUIRED DURING THE : : � I APPUCABLE SAFETY ORDINANCES CON7RACTOR SHALL BEAR FULL RESPONSIBILITY FOR LEGEN.12 GRADING O-PERA77ONS TO PREVENT THE OCCURRENCE OF A DUST EAG4NEER. . 7RENCH SHORHVG DESIGN AND INSTALLAROM CON7RACTORS SHALL OBTAIN APPUCABLE 16. NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS W-11CH ARE EP, EDGE OF PAVMENT FS RNISli SUWACE 0. S. H. A. PERMI TS WHEN NOORKMEN MUS T EN TER TRENCHES GREA 7ER THA N R VE FEE T. BE PREPARED AND MAINTAINED TO PREVENT EROSION. TO REMAIN. DUST CON7ROL SHALL CONFORM TO 7HE SAN JOAQUIN IZ REFER TO SOILS REPORT FOR ALLOWABLE SLOPE& FL FLOWUNE FF RN[Sli FLOOR VALLEY UNIRED AIR POLLU77CW CON7ROL DIS7RICT REGULA77ONS GRANULAR, SLTY SANDS MTH LOW EXPANSION P07ENTIAL AND AREE CL CENlERUNE FC RN194 COWETE 8. EXCAVATION - EXCAVA7701V SHALL CONSST OF ALL EXCAVA77ON 26. AT THE IN177AL CONSIrRUC770N MEE77NC PRM TO GRADING AC77W77ES, ALL DEB&IS, A,',A"fDu SOLUIBE, E SULFA TIES IN EXCESS OF 1000, PARTS PER INK-XVED IN GRADING 7HE PROJECT AS SHO*N ON THE PLANS� EXCEPT CONS7RUC770N WORKERS MUST BE IWORMED AS TO 7HE SYMPIOUS OF VALLEY FEWR. XFL E*ST. FLOMJNE FP FINSHED PAD ANY EXCA VA 770Af SEPARA TEL Y DEMONA TED AND PAID FOR AS A 2Z ALL CONS7RUC770N EQUIPMENT SHALL, BE 71JNED AND MAINTAINED IN ACCORDANCE WTH ' SEPARA TE 17EM. THE MANUFACIURE"S SPE0FICA770NS. THE WOfiK CREWS SHALL SqUT OF CONS7RUC77ON 9. EMBANKMENTS - EMBANKMENT CONS7RUC77ON' SHALL CONSIST OF EQUIPMENT WiEN NOT fiV USE - - i., - ­ .- . � � "'- " CONS7RUC77NG LOT EMBANKMEN7S, INCLUDING THE PREPARA77ON OF . AREAS FOR WHICH THEY ARE TO IRE PLACED, THE CONS7RUCTFON OF 2a TW CONM4CTOR 9f&L COWL Y NTH RE 9" FOR ASTS9W AAO WN40C AN *MTY MIPACTS DIKES WTHIN OR 0'U7SZDE THE COIN57RUCTION AREA, THE PLACfNG (GAUM), JAMIARY 14 2W2 fiEWSM GWAACE DOMMENT WWf LISTS #E FCUOWYO AURMU AS C) MAXIMUM PLAS71CITY INDEX ..................... sam,m,&w*..w*wa.pwm!sa.&w, 14 AND COWPAC77NO OF APPROVED MATERIAL WTHIN THE CONS7RUCTION APPROIED AAV REC=MW FW CONSMW710N AC17WTES WNW ThLr &4N JDAIZW VALLEY AS FOLLOWS- AREA W4ERE UNSUITABLE MA7ERIAL HAS BEEN REMOVED ,a AND THE PLACING AND COMPAC77NG OF EMBANKMENT MA 7ERIAL tN HOLE!% FOR E) MAXIMUM EXPANSION INDEX (PER 2010 CBC) ....... 20 PSF . CLEARING AND GRUBMG - REMOVE ALL DEBRIS, SUCH AS METAL, A. K4#VTA,#V ALL, CMWWM,V BOW445VT AS REWME00 BY I THE CONS7RUC77ON EMBANKMENTS, PREPARING SUB-GRADE A T THE w) MAAWACM& MANUALS 8. SW T DOW EQUPWN r Wif N NOT W USE FOR EXTOM SUBSTANCES, AND UNSUITABLE SOfL FROM AREAS TO BE GRADED. GRADING PLANE, CONFORMING 70 THE GRADE TOLERANCE., DOING pums Of' Tw -.,-a,ii5x FOR ORMAGE NECESSARY PLOWNG OR BENCHING, IMPOR, 77NG OR' BORROW, PLAClNG OFFICIAL, SOIL ENGINEER., OR CfWL ENGINEER, IS NOT COMPETENT C USE BECTM, fQtN%"r FOR C0NS7R'UC7XN Nfhf)& AND COUPAC77NG MA7ERIAL TO THE LINE AND GRADES SHOWN ON THE .9 0 PROPOSED STORM 0RAIN MMHOLE POSSIBLE N LEU Oir DEW ON CASOUAC POND" MUFNAENT PERFORM ANY OTHER FUNCITIONS FOR WfICH, THE SOX IS IN7ENDED., PLANS AND AS DIRECTED BY THE ENGfNEER SHALL BE CONSIDERED AS D. CW,­TA'l W, Of hVf-fV'TMG ODYSOW, 710N, EWWWRT . - . CtJFt0 ONLY INCLUDED' IN) 7HE CONMACT PRICE, PAID PER CLARIC" YARD FOR AREAS TO RECEAC nLL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED DOW PDOWS 0FhVlf'0R DZESV'Kr. AA919N'T POLLUTANT EXCAVA770N, AND NO ADD177ONAL COMPENSA77ON WLL BE ALLOPED - Mmmmmmmmw� CUFM MD GU' I I CONCENTRA WNS SUCH AS *SPARE- TW-Ah?w DAYS AS COMPACTED 70 A r LEAST 90Z OF 7HE MAXMUM DENSITY PER AS774 FOR SUCH WWK. XaARED Or IW SJVAPM ..,:,:--.,.,-,�"--�.-�:.:.,�:"".�-l'..,..,.."-.,.",.-.--,"-".�--..,-.,-�-�--.-.-,�,.-...��.�-�'"',�,.--,-"-,-�.��,�'..-,�-�-.-"�.,', ­­­­ 1-1- _...­_._l­_­'- - _.1­­..­_.­­.'_.__.- .1- -.1--.1 EAST. CtJFtB AND GUTrM 20. ENCtNEERED nLL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT E. EMCMAGE CONSTRUCMV ENROYM 70 CARPOOL OR USE 10. 7HE WWK EMBRACED HEREIN SHALL BE IN ACCORDANCE W7H 7HE .W.ME TO RETAt ESTA&MMENTS AT LY&W. MOIS77JRE CON7ENT OR TO A MOIS7URE COiN7ENT COMMENSURA7E WTH STANDARD SPECInCATIONS OF THE STATE OF CALIFORNIA DEPARTMENT EFFEC77W COWPAC7700V AND SOIL STABILITY, AND COMPAC7ED TO 9OX OF 7RANSPOR TA 77ON DA IED XL Y 2007, INSOFAR AS THE S4ME MAY 29. IF NE PROX CT IS SUREC T TO THE PRO, WSIONS OF THE N A, BWAL APPLY 1N ACCORDANCE NTH THE NOTES HEREON. IN CASE OF PLILU TAN r DISCHARGE ELIMINA 77ON SYS7EM (WDE-5), A NNO 17CE OF . CaVFUCT WTH THE STANDARD SPECIF7CA77ONS AND ANY N07ES w 7EN r (Noo FO COWL Y W TH NE 7ERMS OF THE GENERAL PERMI T HEREON THE NOTES HEREON SHALL TAKE PRECEDENCE CIER AND iW .o USED IN LIEU OF SUCH CONFLICnNG PORIXWS: SAID TO DISCHARGE, S7WM WATER ASSOCIA70 WTH CONSNUC770N AC77WTY SPECIRCA TIONS SHALL A PPL Y BUT NOT BE L /M/ 7ED TO 7HE (MV ORDER NO. 99- 08-D W) MUS T BE RED W TH S TA 7E WA IER I FOL L 0 WNG.- I RESOUACES CONTRa BOARD' IN" SAICRAWNTO BEFORE TNE BEQNING A) ALL CONCREX SHALL BE CLASS '*Jm USING TYPE 11 CEUENT, AS OF ANY CONSNUC770N AC77WTY. COMPLIANCE NTH THE GENERAL IN ACCORDANCE WTH SEC770N 90 A�6 SHALL HA VEE AT LEAST PERMI, T REONRES THA T A S TORM WA 7ER POL L U 776N PRE VEN PON 25M PSI COUPRESS1 VE S MENG TH A T 28 DA YS. PLAN (SOPPP) BE PREPARED .o COYV71NUOSL Y CARRIED OUT., AND B) ASPHAL77C CONCREIE7 SHALL BE TYPE 08jo, MEDIUM CRADEP, AND AL WAYS BE A VAILA&E FOR RIBLIC INSPEC 77ON DURING NORMAL 112OF UAAIMUM AGWEG4 7E7o AND WTIMA 7EL Y MIXED W7H 5-6 112X CONYS-IRVIC7,70V HOWS. I-r- . I - - � - , __ - - - , .4 ; I � � � I � . - . � ; I i I i � ; i Call: MLL FREE I- � I I � I I � . . I '0�227-m*2600 1 i i 1 -40, i I i 1 � i � AT LEAST M DAYS I ; E YOU DIG I ! r p i � I dl I 1� ' i � UNDERGROUND SERVICE ALERT i I i : �, Z: � . ,� - - - I I __�� TYPE me CATCH SASN VITH 3.6 WOE A.V"AL I. NU h A.P. (KLUAIRLIJ ASPHAL I Pd VEMENIJ MLL M . -1- .... 1-1--l. - .1­­­­­­._..._...l.l_­ l_­_­_'_:.'' - _'_'__""'._'__'__.__'._ DUST. STORM DRAW PERmITTED. . �� = m �� = = �� m m �� &_ 30. CONIROL I 1. W THE EVEN T CONS7RUC 77ON STAKING BA SED ON McIN TOSH & ASSOCIA 71ES .&LST � . ­­1 I - _-L . . .'_­­_­_'.___ I . . 1-1 __ ��_ � - , _­­ -1- I-- �..�.-I-11.1-..-,�-�.,---.-�:.��� --- :­_ I _-1-- .. .... 1-1- �­­" � - - __.-_-__­­_ --,,�.,-.,-,....�....�,:.,.,,.�l-,..I --: 1.1.1-111 __1 I - 1.11 �-...."��ll.,,-"..,.,.,-,.-''....,..,.- ll-, - ­__ --- ------- ql�'z­ _�..'._ - - - - ---- - - I ­­­ ... .� ''.­­ ".l. .1­­ - -:,: � '' ""''. I-, ... _.­_'_..._ .; _'­'­­"_­�� I - I - �f.:"t��;#�,.,:---���,..�.,.�,: - . ­­:_.­l­_lll.l._ I- - � '."' ­_ � . ..... __�.-'. ­­ .1 . I . . - � I ' ' ' :�'­ ' � � - - ' " *.." - �'__ - � - - � ­. � ; . .'�'.'!­. :; �: � L: .- __ ' , - �­ �� __.r� . '. - I "­�_­ _" �� F " -_'--f, �' " '.jt...; �'%.' _- � : : � .­ .,* - . - . '-" - " r - " " ',---'­­"­'_._ �_­ '��,� _: ��­.'­­­ - --.-" ­1 ,�'-��*.'.'.","-*'."-.,.-,-,;-,,.-r".�.'�--,".-"-",��'.,., ; _'_ �. ", . �. �­` � , " _-,: ' : ' - ",.p� . . - - ­ � ­�' J i - . .--. * �.'; � �'__" , -, '�._;; . , .. , , � � '� -"- ' ' " , -11 , ­11. ­.­ ". _. - � - I - ­­ - .... �z � --- ll`_�'_ - ­'.; .1 ' �' COWRACTOR SHALL OBTAIN A CONS7RUCIION N017FICA716N FORM FIRM, McINTOSH & A5900A, TES SHALL BE HELD HARMLESS AND RELEASED A-PWOWD BY THE S.4'N JOAO,t#N VALLEY AAR POtLU17ON CGIVIRal BOAARD UJ w >Mmw cl 1� FRW ALL LIABILITY ARtSING FROM, THE USE OF SAID PLANS, i9ffORE NE START OF'ANY CONSTRUC776N ACIIWTY 1'. � i ,': �. � . . . . . ­.. . 1. - -- - - - �' ,__.' � --.,.:,., I . --,,- �__ - - .. _%. 1_i��__ _._.:.­..' -1., . I A. �­­ _lr� , �'��I- �: -- "t �'. --.- '-::�---, - ; - ---''- �­ �:�', I , - , . _':�._'- , �" . I - - __ _____ - I - � , " - - - � '_�_ - - .' . r1l.- �`ll �' . � �­ , . - - Rm - . �:­611RIPW..' ': '. - - ____ .. , . ­ .: i.� � � 1 : ­ _ " �� 2�' - , �� I � , - ' _�� " �-- '' - � , . I ;�_ .. I '' ,- - ­": - DRAWNGS, OR OTHER DOCUMENTS. a 4c- 12. 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" - ' ' � '_ UNAUTHOR12ED CHANGE'S TO, OR USES OF, 7HESE PLANS ALL � COWRACTOR SHALL OBTAIN A NOTICE OF INIENT FRO14 THE STATE WATER , _'�:'.. .-._"_',_-'-':"_-"� " .- . . : . . � . . � - : .. � I . � . '_ ' . ;*' , � , 5 -'�- __ .. ' - , � . I - � , , . - .�'_. _L_ , � � - - , � , � , __ : '. " '. .' - - � __ . . I '­�.­' . �' �. - I - "3 I _, , -­ � � '--��F­�"-"" � -.'--- :-­ -, �.. �' ' , . � .. �: I _:-Ili . , . ;_'_�, .- , _... d . . , - . . '_ � ,� - _� . , - � - - ... �' I.- � 11: * - � - �i - I ­- , . . - . . . , ' ' ' 2� ' - - �_,�-.7 � ,� . - __' - � .. , ./ - . � . , � - , - . , . . . __ :� - - , , , � - - - ' - CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITINGi, BY McINTOSH; & ASSOCIATES RES01JRCES CONNa BOARD BffORE TW START OF ANY CONS7RUCRON , , : . - - - . % . � .- 4--', i - - ,' -, � : A., . - , . . A , � ., 2. 3r' _�.:l , , � . - � , , - _.� � � - : � , " I �;,' - _... . � r � . � : ,- - ... __ .: - ." � ...... � � ". �.'.�_ _*_ ... i-, �­ I � ,. -1 '� .' '­ ' - . , ; c * - - � - - I . I , . _. ,,-- - . � - ':_'�%__' _�b ""I'l-, - I . ­_'­� . a , , � � 4;' , , � --- ` , � * . . " , . .' - - � . , -, ..-'-.-.-2,' _.-�:�_�' : � ; � !�. � � � , - , .0 . , . �' , � � :_'li . 15�� ,. " . . . � I ; - . � - .. - ' ' '� ' ,_ - . I . � : ; . � . . - --�.' "-4,' ��". f *' - I I - � - .;,:- -� -i .-"- -� '�-.':?.*'.'-;�'.-] - � '_'-:� !L"� , - - - "s, , . . , , � . . I. - , �:.­ I --- . .� , . , - - 'i���' >_ I ! : ' -�- . � , - - :_ . L . I � I __�lf ..­­_l._l.�. _'.��" __ � -': - _' jo. , 7 z 1. �. �- �, ..':' '�: � ... ... ___ __i_-­_' - ' ' z... - !Q� ! 'g, I ­�;_ - �'___' - - - I '-'�'.--_'.­'o..'.. --.��i,�;�-----,,��-.--.-i:�,.�,-..-.,�'�� -.4.".. ­ ll"­ .. _'. �;a�_._��_ `� , 11 .... � ... - _­ ­ - . 't, .....;'L___. _' , � .- I. �_ _­ . � _"'_ - - __ - - - �.� j � � , , - I " .. : . . - _.'� ­'­' ' " . . . , __ -w .".....'. , . . - - � � , .1 , _" '. ' , , __"' ­­ - ­­ - ­,"; - ­:�: - , . . �� ' - "�*.'_' - * , , - � . . , ,,, - -­' ­ - - �:.'­ � � . MA 470, . -­, '��,,--,-�,--,*.,-,-,-",.��z--,�'.. ­­­.. � " - - ­:"-_-'_--.--_--.-.-" " ' ' co CZ a< cms� Lu AC77WTY. 13. ALL GRADING SHAU CONFORM TO THE RECOMMENDA77ONS CONTAINED J2. AN OPEN S7REET PERMI T SHALL BE 00 TAINED FRCW THE a 7y Of * BAK&Sf RD �'� . I ,. -:.- , __ I..., � � � . _41 . I _� 7'1.'� � �". , ' - '��'_ ...." , , �___ �;,11,1�'_'. - i - � '.' : ­ " -t .. .:'-, : % , - .�' -;IJ I . . " _-, � �. � :,- ,-, : '- "*. 1 � , - � , � 1. . I . . .e : r_ I A 1� -1 , I 1. I-_ ,. .,-' -1 -.- I Fm"� , , : - _� . , ' I,- . I I - - - �, - - , - , , � -, -, --. , . . x :--" � ' - ' �:' . - ' ��.` - � � - � � j z , ; " , - 51. !�'_'." I - �_'_` ..-' _' :' � �l : . " : - . . � � - - -, * - - . '.... , , ., , I - - . I I - - w ; ' , . � I __; - _". �- ­ I I � � . - . - i - - - - : . . I : , - . - ..- I - .. , ; I . a � ' � _. . " ;� . . � .... :.' - � ... � - , - . I % . , - , 1 � , -_.- - - . � -, . � - , � �'�.._._. -.. '� . - " :: -'_ - : ....... - _Z'F_ . .. I __ , -, _._.!'_z_ ' - I­ - I.. - �_ .", er I-- -1, � � --.' - _­'_ ­�_-'_'_-­.'� ��'-"-: ­. �� - � : 1. 0 ; ' ' ' 'k . ­ ., IN, AND MADE A PART HEREOF, 7HE PRELIMINARY SOILS REPORT = 4c ��'_�_' . , _: .,- I. __'­,�­ " _.__-_.'l�.._l____"_ .7- ... ___ - � _­ -'�.'_ ! � � � �' -, - - - � __ - � - -, ---. . -, .. - - i st 1111m 11:1111m .'. I ..... . . - -- - " . '�_ - *1 . '�'_ --- . �__' � -0 - - ­­ . . - , p It--, � ­� . - - ", . - - -,--..--..-.- - ' " - ' - t- - - PREPARED BY SOILS ENGINEERING ,r INC, FILE NOL 03-10260 DATED PUBLIC MWKS DEPARTMENT FOR ANY WORK PRF"EV WTHIN EXIS77NG � , ­jz:��' __ �_ " , ._­ , :_:____ :---.--I-,- .. _­_ % �' ­�'_'­­ __':7':_l - -�-��-�,-�,�,.-,�,�,��'-'4-�-�,�,t�--,�,,,-, ­;_� - _-_-_:' � _�� I ­� �j �' . I � � . :,-.. __- . - 1. w .:11, .,-- l-'. , '__­__5��7 -,--,,--7.,--,,2,�-,------�-,-"-,,�i, - . � . � �;: Z ­� .! � ­ , , - , . - 11 .' , � � . . , ��­:z�_ ; ­ - � - - - , _'. �... , � . � ,- I- - _�-M - _11--l- ., ':7--_­�', - , ' - - ' -' - '' ' ­1 1� . I , _-:'_%_;` � -,- � .. - , - - � - . --:-->. ��- - � -11, - , , �7 , _,'_'_' . - :­..' _____ .11e ::;� � -:,-' - � -­ - -- -­��'.�i ,_" , . - - -1 I -1. "i ��' - - __ - - - - � --k_­� , � �"_; ,�7­ � - �";...- _"! __;,: - AUGUS T 7 . 2004 AND ALL ADDENDUMS 7HERET0. IN CASE OF ACCEPTED S TREE T JW06 T OF' WA Y UNLESS SECURED BY A SUB01 W.90N .. I- '. iil_� �;"�'.�-. ... , , � ., - � - - , � -', , , �' __,", I . -1 - - - - T., - - .' -� . . -1 - __ � - .----- - . I m=W d� � � - - - I. - - I - _�' -z t�� 0 �.!_-� - '� - ,-",-,, - _'_ ' _­ "�­�' . . 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" � 1- ­ , � - .�­ I ._ _'..'__'.;_'_'._ - I - -. - -;�-,_'­."-'---­.�, �_i�'�__-.­__� om'._' � ', _......l.. i_-_;�--"_-�!�""'-',-" -'. . , - - , - - - � . -4 .___ - �._ ­ .. ..... � . . -, �: ... ;--� - , , ';' -- , \ * ­1­1 .... �.­, ' - :.� ll� ;�';­,"," - -, ___ I jo�� -, �'. " - . '. Z�­­ � I � � , _- " '�'�-"-; _'.. � 6250 -_�--"-_., . I I _'_� . I _;­_ - .-Ill ; -, __ �i It._ - � -­:­-_-'' l" _ ' - .. � - .'' - . *,' 4" "''*­'_""' ­t��. , - --,-- -- ­t�- -..-... -w -A , - - ' , �; _ ',.,"' re� ­_' -- "':�::'--�i'fJ'�' _�' 1. _01_� :..;, , , "... '1-:,�17.-, '. - , -" " THE WRK PERFORMED N(THIN THE R16HT OF WAY AND INSURANCE AS 14. UPON COMPLE1701V OF CRADING AND BEFORE THE START OF REONRED SHALL BE PROWDED PRIOR TO ISSUANCE OF A PERMIT ­_,- 1. if IV ' ' - . . ..... � �._" ;'___._, ­- �� .. � Am. . . - ; - ", " , . -- % A - . , "i -, %'. � I __ L , A ­ - . : � ' I -- - -, � �'­ - ­- - �' � -1 V - - -- �­. - - 'N", . . � f, .� �.....o�m'-. _�'_­' o - - . 1% I �'.'_ ­! - � " ".- � � - - 4 , __ - �.... I �.� I ._l***._­_... , - ' ' ' � -01-0 �_ , ­. , --,-- `-­ , -- - . r . - - � ' I -� -��-",�­ --. I I �, - I � - ­ - - -.-- ­ ' 1-1 " .1-1 __ ­4 ' ' I , _14, - - CON57RUC770N., A FINAL S01LS REPORT SHALL BE PREPARED I,:: �'� ,_ --.; I , ­_ - � - , 7��_ ' .. __, ."A" . 18�� j -0-00 .. .� -�'_".-_". .�-----..�-,,��-�,-..-,,.,-.-.,t,.� .' , ­ --- � . I � I - . , �� , �40r � _�� --­ - __ , ' . ; * . � "_� - _­ . - � I., .,;::::, UNTS , 0 .' � �,:.''& ��. _. 1'1'�_'­­'; � ­_ - '­' -.-- * '­ __:_ -1 - - - ' - .11 � I I � - �"__ � " � �;w' - �_ . I 1- i ._ T . -, ' - . I I - ­ , ,.,- ..' . -.1--l', � �. _.: . BY THE SOIL ENQNEER. JJ. LANDSCAPE AREAS ARE TO BE GRADED TO MINIM12E EXCESS :�_�� - I I - . . . . �­ .- ; � : I . '... . I , I ��N� ,:-#-, I'.- I . , � I - - .- . �;"'��- - . . � - � . . - .­ I 1- ' I . � - , , I - . �. I qlffi�l . - _'- --: I .". . I , .....'....-I., - '' LANDSCAPE DRAINAGE ACROSS NE SIDEWOLK FOR NOSE IS. THE SO& ENGINEER StIALL REWEW ALL EXCA VA 77ONS PRIOR TO AREAS OVER 2Z '�,'.:��- .__ '. I - _ ;:-' BACKFILLING AND SHALL BE N077RED OF ANY 17EM ENCOUN7ERED ,�� �' - - - w , w. ; .1. i'�%p::`__ ". v-, _'. 11­1­� , ­,"' ­--­ ,.. � _. o : .111----l".. � .- - - '_ - - � I I I - . I - ­-­-­­­�*�'­-' ,_-.'::_l ': , ,, " ,. it��-' - , I � - _o . , I � __ - 11 � , - - � - � , 116 _...�- I., _� , � .1 I.-. - � I . 11 ""-'' li-*.". ­­" -.,-,- � L �: � I ' -d- , ,- ' - I,- .& �'._ .11 .� . - - �.' -- - _�_ � - � � � . .. . �K , ­­-----F-'.- a � - - �' � I . � , i . I DURING 7HE GRADING OPERA 77ONS THAT MIGHT AFFECT FOUNDA 77ON �. _. �'­.. -_-'�". .fl I '�.'vl- �: _:f--,.'-'_-_' _"_,_� � _�i: - I - _'­ %_': ,� . . - .u. - - - � . _' ` - �_ , I - . � , - . ... ' :: - i�'k� " - I . ­ -� - � - .� . . ." ��; ,_', �_j � - - 1. - ­_­_ - ... - 1. ' � - w . . � � � - - -- � �­_ 1.7 'v I � � 4 1� . I '­,'�-­.'_-*_� - . . �. t � , � '. . � . - , .1 � - ;1- - ' ' ' - - , - .� I 'j'.�_"i�� � �� .1 , , %& � �' - .11, ­­ - I - I ;l :�: - I � t. p6l - ". �' � .1 - - _ -a'. . , �. � w - I . . � 78 I I , � . " .. . � ", ____ 4; � I .� �- `z'�*­-'7-�.� s ,- 1, I.- " " : : � I SIABILITY SO RECOMMENDA77ONS CAN BE MADE BY THE SOIL LEGEN.12 � , � . I EAG4NEER. . Affigmam-I 16. ALL SLOPES GREATER THAN THREE FEET ffif VER71CAL HEIGHT SHALL EP, EDGE OF PAVMENT FS RNISli SUWACE I I BE PREPARED AND MAINTAINED TO PREVENT EROSION. TC MP OF OOt4CRETE OE OVER-EXCAVATION IZ IMPOR7E70 FILL MA7ENIAL SHOULD CONSIST OF ESSENTIALLY FL FLOWUNE FF RN[Sli FLOOR GRANULAR, SLTY SANDS MTH LOW EXPANSION P07ENTIAL AND AREE CL CENlERUNE FC RN194 COWETE OF GRASSE� WEEDS� ROCKS LARGER THAN SIX INCHES IN DIAME7ER, ELEV ELEVAT1,04 GO GRAOE BFIEAK DEB&IS, A,',A"fDu SOLUIBE, E SULFA TIES IN EXCESS OF 1000, PARTS PER MILLION. lMPOR7ED FILL SHOULD CONTAIN SUFFICIENT SILT AND XFL E*ST. FLOMJNE FP FINSHED PAD CLA Y BINDER TO RENDER THEM STABLE IN F0077NG 7RENCHES AND XTP DUST. TOP OF PAMU"T TP TOP OF PAVEMENT CAPABLE OF MAINTAINING SPECIFIED ELEVATFON, TOLERANCES DURING PA WNG OPERA 71ONS. IMPOR TED SOIL S SHOULD A L SO MEE T IHE � - - 1- ____'____ '* '.'l'l____­­_'_ ___" ..­_' _._ ___._�' _'__�-' -� - .'. - , - EASING GROUND CONTOtJR FOLLOWNG CR17ERIA. - - i., - ­ .- . � � "'- " I I A) mAmmum X PASSiNG 1200 SiEvE ......... 50 FP. toaw PR , OSED PAD ELEV I OP ,. 5) MAXIMUM LIQUID LIMIT ....... 40 C) MAXIMUM PLAS71CITY INDEX ..................... sam,m,&w*..w*wa.pwm!sa.&w, 14 x ASEULT/AS-MADED PAD ELEV. D) MINIMUM R- VALUE ........................ wo.pos.owwavas,g*waowiia*wa.po.riawweow 18. E) MAXIMUM EXPANSION INDEX (PER 2010 CBC) ....... 20 PSF . CLEARING AND GRUBMG - REMOVE ALL DEBRIS, SUCH AS METAL, _�& 1 11 1. PROPOSED ELEVATM 7RASH, BROKEN CONCRETE VEGET47101V, OTHER BIODEGRADABLE ., w) SUBSTANCES, AND UNSUITABLE SOfL FROM AREAS TO BE GRADED. OW-00N MO MCMT OF SLOPE UNSUITABLE SOIL IS SOIL 7HAT, W 7HE OPINION, OF THE BUILDING -.,-a,ii5x FOR ORMAGE OFFICIAL, SOIL ENGINEER., OR CfWL ENGINEER, IS NOT COMPETENT TO SUPPORT 07HER 501 OR S7RUC7URES, OR TO SA77SFACTMLY .9 0 PROPOSED STORM 0RAIN MMHOLE PERFORM ANY OTHER FUNCITIONS FOR WfICH, THE SOX IS IN7ENDED., . - . CtJFt0 ONLY 19. AREAS TO RECEAC nLL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES� BROUGHT TO NEAR LIP77MUM UCWSTURE., AND UNIFORMLY - Mmmmmmmmw� CUFM MD GU' I I I COMPACTED 70 A r LEAST 90Z OF 7HE MAXMUM DENSITY PER AS774 I . . D1557-78, UNLESS OTHERWSE NOTED. ..,:,:--.,.,-,�"--�.-�:.:.,�:"".�-l'..,..,.."-.,.",.-.--,"-".�--..,-.,-�-�--.-.-,�,.-...��.�-�'"',�,.--,-"-,-�.��,�'..-,�-�-.-"�.,', ­­­­ 1-1- _...­_._l­_­'- - _.1­­..­_.­­.'_.__.- .1- -.1--.1 EAST. CtJFtB AND GUTrM 20. ENCtNEERED nLL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT - - - - - CM7EFtLl4E OF MWT INCHES IN UNCOMPAC7ED THICKNESS BROUGHT TO NEAR THE OP71MUM MOIS77JRE CON7ENT OR TO A MOIS7URE COiN7ENT COMMENSURA7E WTH � � - _�__ -.O.- --".- � - PRWBTY UNE / FIG14T-OF-WAY EFFEC77W COWPAC7700V AND SOIL STABILITY, AND COMPAC7ED TO 9OX OF THE MAA7MUM DENSITY PER AS7)W D1557-78, UNLESS SPECInED - - - - - - - - - - - PAD COMPACION UMITS OTHERMSE. . I __l __ �n___ . itrrou MAIN I-r- . I - - � - , __ - - - , .4 ; I � � � I � . - . � ; I i I i � ; i Call: MLL FREE I- � I I � I I � . . I '0�227-m*2600 1 i i 1 -40, i I i 1 � i � AT LEAST M DAYS I ; E YOU DIG I ! r p i � I dl I 1� ' i � UNDERGROUND SERVICE ALERT i I i : �, Z: � . ,� - - - I I __�� TYPE me CATCH SASN VITH 3.6 WOE 10 # FINISHED PAD I I I A� - I . . , � . I 1. . - . I � . I � . . � . � . %%% , . . - . I . I I I � I . I r. . . . . . .- . I I , I .. . . . . . 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PA WMEN T (� -"a � : m 27a 4: 1 MAX �. 0- - �__ -----.-r - r- _j L I ". ­­1 � L.. .- _T_ - - - -1 .. - L_ - - - i L I I EXIS77NG / T ­'­ I I-L 1''. '­� CURB AND GUT7ER 400� 110 4B� HOR. SCALE I m�=20 " k,V . .0 PVC MITERED DRAIN OUTLET-SEE DETAIL OB'* 30 DRAIN GRATE I SEE DETAIL wA" 0.5Z MIN. SLOPE PIPE . I L AT POSTIVE GRADE TO 1 3'* SMOOTH WALL 46 a DRAINAGE EMITTER. I- PVC PIPE (TYP.) � , �M­K I w- � - �_ __.. _____ __�__�_ %_� - 61AW ' I T I . 'o ORMeto:' "'�� � I \ ...... I .� " . - _ __ 4�n' -.1 -.----. I - - .-.-.-.-.----------------I -_-_­ 4 -",-- .0.0� "441.%� .01-_� I I " ( ; tm I (T� A - - I I I I / \ � I . - : c = ML __ --- I"---*@- /r I !=;P- La _-p_ j up- I I z ' The - -91 a F?wt _j so a 00 I 2X �: - . - w I - t - -.---.--.--Nb- CL -91, 0 u 0: 0-- . L � Sp MIN. a I I w - "--_--w" HOUSE oopft% - I z _j � I >_ . 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" ; �� � �.; : ��i _Z , " - 1 . - i� '. . � , .�." " '__';�_: . '. .1 __ d L;;, � . � i� - �; � '; ' �;� �'. ;� 4� �; � : f . � � 3 , :� �i �� - ��r i ? � , 1. . , , ; �:; ': a z , � � , , �;!_' . w�'- � . � I ;.. � .... 3 It DRAIN GRATE 0 ' DETAIL, nA" NO SCALE %j u- v %5 V I V F_ _%*4��_ Pvc MITERED DRAIN OUTLET DETAIL 0'8'0 NO SCALE NOM- ALL HOMES TO BE CONSTRUCTED i WTH SUBSURFACE LOT DRAINAGE ���l SYSTEM AS SHOWN. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD ELl.. BUILDING DEPARTMENT. VEL n PVC MITERED DRAIN . OUTLET-SEE DETAIL "Sw TYPICAL FINISH LOT GRADING L AND DRAIN CONFIGURATION NO SCALE x V, � NJ '�k- f,b w <��"' se " / /ZZ I �_ N , 11 I L (),-.f � . <1) - N �- e�v­ N' " . '<� 'I 'k, ��? , � 'cil-) S�' el 'F 69 ) I I I - "�( 1) A�` "), �' cb k cN., e C�6'%?" 6 <��(_� .4 / 61 '1�� " '4� - N \ , '�'- e.(- %,< , 'o (i _-'�-"' - --�� , 1� <� (I). 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I I & 1; ; L;j I— -01 m at) qrm I 1� 0 1 9�' z cm> w I = c3l < aD 00-=04 10 =j N 10L 04 do,% 40 m 0Z a (!) rmm"41 0 UL' Z =1 z �w 0 " cl (=> 1� < 0 a pmmmm4 < o pmm=4 ir C-1Z I.. cmw;� 0 ui UJ w >Mmw cl 1� k"A < "v Ac lz (=> own, � 'o Z c ->, Ul a ... 1� 0) < '4e 0 'k� Z I.. �� , pm �j w cl) � rmmmm4 :3 JU w4wmm? > in M !� /0 co CZ a< cms� Lu 8 rt X, ca � > cj e6 w Im a 4c 0 a A14 = 4c ___ __ � � - I � I ­-) - (pc�lsb I . I I �. w I T� aD 0 04 UL' . 0 ___ __ � � - I � I ­-) - (pc�lsb I RW if RW EA SEMEN T EASING GROUND CONTOUR 260 26 VARIES V I I Lft ^1 q7�- WAU NOT OWLEM � C � i BACKnLL UPON COMPLE77ON OF WALL FINISHED PA D UI T 18 VARIES 2Z 21 N MIN. R WAUt If EOWRED, 2%. Z BY SEPA RA 7E PERMIT. PER UNIT 16 LEXtSTINC PA WMEN T PER UNI T 16 SEC110N NOR ir . SCALE 1 =20r TYPICAL ROUGH GRADING SECTION . ivil J Q FUTURE PAD ELEVA 77ON SECTION SCALE: 1 . 5 �2 rfRCAL FM AaMCENT LOTS WTH AN ELEVATIM D#TEREkCF OF 0.3 FT OR LESS R- 2 EXIST. PAD 2X ELEVA 770N PAD ELEVA TION... 2.-1 aOPE' SECTION rEm*N SCALE: V'-5 rfPICAL FOR ADJACENT LOTS WTH AN ELEVATKW omwwr or a i rr oR 6wA irR. FP. f0ilW PROPOSED PAD ELEIV. K ASWLT/AS-GRADED PAD ELEV. -- 0.3152' E -1 Dl� OR Ll 1 DIRECIION AND PERCENT OF SLOPE FOR DRAINAGE PROPOSED STORM DRAIN MANHOLE lk, I u7i il., ul il Irl I I m STORM DRAIN TYPE OA* CATCH BASIN WITH 3.5' WIDE OPENING UNLESS 011HERVASE NOTED EST. STORM DRAW, UNIT BOUNDARY TRACT BOUNDARY SECTION UNE SEE OVEREXCAVATION NOTE CON5TRUCTIO.N 'w NOIESom CONTINUE WALKWAY CONSTRUCTION,, MATCHING EXISTING GRADE. PREVIOUSLY GRADED AREA PER APPROVED TRACT 6250 GRADING PLAN. A am, STORM DRAIN POINT OF CONNECTION SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTEI BY THE ENGINEER. IVA # ....... ......... TAI)LE "A* OVEREXCAVAIION AREA ELEVATION 0 364.10 LINE TABLE VAMt.*3 LMGTH AMEMOM DEEP Ll 110.0` L.,& LOT EVS T. I TRACT BOUNDARY EP EDGE OF PAVEMEN T FS FINISH SURFACE L. S. 19.60" TC TOP OF CONCRETE OE OVER-EXCAVATION N28*39DI 6NE TRACT BWN FL FLOWUNE FF FINISH FLOOR Q- CENTERLINE FC FINISH MCRETE 1 FlAUSHED PAD ELEV ELEVATION GB GRADE BREAK Ap, -QFl)FWAflC ---- a" - ... L Z- UNIT UNI T 1 8 XFL XTP EAST. FLOWLW EAST. OF PAVEMENT FP FINSIFIED P AD RW EA SEMEN T EASING GROUND CONTOUR 260 26 VARIES V I I Lft ^1 q7�- WAU NOT OWLEM � C � i BACKnLL UPON COMPLE77ON OF WALL FINISHED PA D UI T 18 VARIES 2Z 21 N MIN. R WAUt If EOWRED, 2%. Z BY SEPA RA 7E PERMIT. PER UNIT 16 LEXtSTINC PA WMEN T PER UNI T 16 SEC110N NOR ir . SCALE 1 =20r TYPICAL ROUGH GRADING SECTION . ivil J Q FUTURE PAD ELEVA 77ON SECTION SCALE: 1 . 5 �2 rfRCAL FM AaMCENT LOTS WTH AN ELEVATIM D#TEREkCF OF 0.3 FT OR LESS R- 2 EXIST. PAD 2X ELEVA 770N PAD ELEVA TION... 2.-1 aOPE' SECTION rEm*N SCALE: V'-5 rfPICAL FOR ADJACENT LOTS WTH AN ELEVATKW omwwr or a i rr oR 6wA irR. FP. f0ilW PROPOSED PAD ELEIV. K ASWLT/AS-GRADED PAD ELEV. -- 0.3152' E -1 Dl� OR Ll 1 DIRECIION AND PERCENT OF SLOPE FOR DRAINAGE PROPOSED STORM DRAIN MANHOLE lk, I u7i il., ul il Irl I I m STORM DRAIN TYPE OA* CATCH BASIN WITH 3.5' WIDE OPENING UNLESS 011HERVASE NOTED EST. STORM DRAW, UNIT BOUNDARY TRACT BOUNDARY SECTION UNE SEE OVEREXCAVATION NOTE CON5TRUCTIO.N 'w NOIESom CONTINUE WALKWAY CONSTRUCTION,, MATCHING EXISTING GRADE. PREVIOUSLY GRADED AREA PER APPROVED TRACT 6250 GRADING PLAN. A am, STORM DRAIN POINT OF CONNECTION SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTEI BY THE ENGINEER. IVA # ....... ......... TAI)LE "A* OVEREXCAVAIION AREA ELEVATION 0 364.10 LINE TABLE UNE NO. LMGTH BEARING DEEP Ll 110.0` S1 MV140W TRACT BOUNDARY L2 5,2.00' SG x`06" TRACT BOUNDARY L3 19.60" N6126,44OW TRACT BOUNDARY L4 52.001 N28*39DI 6NE TRACT BWN CURVE TABLE CURW RADIUS LENGTH TAN 14T` DELTA cl 604.00' 59.6S 29.841 05*3W23* C2 159.00! 87.3W 44.7r 31,7-t2r C3 714.W 20.41" 10.2V 01 emi 6 a -i G rN