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<br />INSTALL A•G.OVbT[blT7ic tRAIN .41' EX 090UyJ ELEYgT/D V
<br />AT aFENIW(,ep IN A.C.VIKS ''I L_ ,�p•9,gL, ® - �-•1Ct� E,Y. Gi,POUiYiJ CO.S�TOU� L/.VE:
<br />SRM. TD U.LTrAWb t*TA1L 1 �' �. /����1c l�trii EX.'fi4l�.EE1ENT ELEY.4TIO.V qT CE�V1"E.fC/NE,
<br />Dol -8. E,�sKe/ �X. E/JGE OF.�gYE.L7ENT ELEYgrZ V.
<br />-_ - E•Y /.QRic•Qriov t�tiE. G.4ArJ/QVC �L.4N NOTES'
<br />'DRAII.IA(.S BITCH TAIL eTYPICAL X-Lgi=oN � � Ee..,,4Vk1e4',dDLE.
<br />N.r.h. / E s EX. QQ4/N4GE /J/YC Si,
<br />/3� P.90PD9E/J TOP OF CU9i9�ELEY.4T/ON. I. PRIOR TO SUBM[TTItIG A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY
<br />® PRo.�SEO 'QQOP /�YLET. EARTHWORK CALCULATIONS TO DETERMINE THE AMOUNT OF CUT AND FILL, AND
<br />© /.Y/J/GATES AQE4 Of NEK/PgYEiYIE�YT, S ,,e. RESULTANT EXCESS OF DIRT ON-SITE.
<br />oi-ev B' 4g see son's .f'ecloit). EXCESS DIRT TO BE SPREAD EVENLY OVER ALL OF THE LOTS.
<br />TyP/GqG I �a /Y/J/c'grEJ AQEA Of EY P4YE.L1E.Vr TO f�E
<br />N�Se 'P&i"OYE/J 4N/J REPAYE/7. 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR
<br />o c. ,BUlLIJ/.t/c SErl9AC.Y L/NE. RELOCATIO14 OF ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY
<br />I/.(M/�A�� BC BECiS/N/NC OF CU,QYE COMPANIES., COST OF THIS COORDINATION IS TO BE INCLUDED IN THE
<br />P�9C Po/NT DF .QE!/ErPSE G'URYE.
<br />� L Q l_ 7bi�0FCLGPB PRICES BID FOR THE VARIOUS IMPROVEMENTS TQ COMPLETE THE PROJECT.
<br />T� EL' E.VIJ OF CUTE.
<br />'S9' � } R'T:' PO/NT of COiYJ/�OUN/J CURYE.
<br />h (f/LY/SF/MOld.TCOBF r!P eS'/C.y/NT 3. ALL EARTHWORK, PAVING, BUILDING PAD GRADING AND OTHER CONSTRUCTION
<br />El-GX•frS,EEw,v < s'.I7,J!AJtPOF,�CG \ /rrq vy-AV* C&cW ZOr) +T� P.9o.�sED Sr,'PEE1�'ff.4�glCArJE, TY.oE.4' A - TO BE DONE, AS SHOWN ON THESE PLANS, SHALL BE GONE IN ACCORDANCE WITH
<br />CO Sl/✓S IvAva. q-9. THE GEOTECHNICAL INVESTIGATION REPORT BY J.H. KLEINFELDER 6 ASSOCIATES
<br />- - Q .1/9/ FOR THE PROPOSED SUBDIVISION, DATED APRIL 181 1989 1.FILE NO. 20h2314-02
<br />7F-hfP ECRM: -.Q �,fb oOSE/J G " f9ASO.Y�Pf' J7/gG! .
<br />S,oL/TA•41Z 4f ZVZ,6 71,E "ZreWe 4, DURING THE CONSTRUCTION PHASE OF THIS PROJECT, A PHYSICAL BARRICADE
<br />q5 gPPYOYE/J,fi' sgvdo,4QL/ivCD�NrY. SHALL BE ERECTED AND MAINTAINED COINCIDENTIAL TO THE DRIP LINE OF ALL
<br />5 or4v0 4e 6w STtEE-(/qM S/6.r/ •SY�rfE�rv�Q/I OAK TREES. NO CONSTRUCTION RELATED ACTIVITIES SHALL BE ALLOWED WITHIN
<br />TyP/e.4G GDT GR.41�1/YG s�'i sTavowsy`E O�'��f+G \oI T.PEE CEGExt/!O THE DRIP LINE AREA, INCLUDING BUT NOT LIMITED TO VEHICULAR PARKING OR
<br />}MATERIAL STORAGE (SEE TREE LEGEND, BELOW).
<br />-�
<br />E.Y. 0,4,V T,PEE , 7V .11116",41,<l(1>5EE �YOTE 'a 4 A00 ✓E
<br />5 THE CONTRACTOR SHALL INSTALL STREET NAMES, SIGNS, T,VAFF/Cf/GulfM4RK/NG,
<br />~ M `��/ES �PP��X O EX. TPEE,TI� .4'E.f?A!N SUNLESS OTyE.Qk//SE.VOTE/1�.
<br />(ONE
<br />PelaL/Gh'o,1tt5 ARTME'REQUIRED
<br />j(SEE DETAIL ON SHEETY3)JOAQU[N COUNTY
<br />. ,
<br />&49, /. L/A/LBSS OT,S/E,FY/SE .1/OTE.d 6, IT IS THE INTENT OF THESE PLANS THAT THE SITE GRADING WILL BALANCE. TI
<br />112m&0IIIIIIIIIIIII I.1E'/V6WAY LOCATION ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENDOF THE ENGINEER.
<br />!/ G. THERE WILL BE NO EXTRA PAYMENT FOR EARTHWORK
<br />ORK DUEUE TO GRADE ADJUST- I�
<br />MENTS TO BALANCE THE SITE.
<br />75/PW/4
<br />syOpU•?A11�/�i/6S �` E�f/G/�t/EE,QS sewed •' ,c/o ve G R
<br />/� ,� / �jI /s /�/� h /EXCESS CUT F.PGN4 STREETS 7D .9E USE' ONGOT5 NOTE TO DEVELOPERS
<br />C6CAT/Dit/S 7 [/ 104=-/U01114! 1� TO 8U/GO HLY/SE P40S Al/D BE4M5 • AND CONTRACTORS:
<br />`D�TX4.r70 FDS`THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT DI
<br />�SADr(/Ry�ij/,q« I 5 x: 5 SEWAGE DISPOSAL THE FIRM OF RLC ASSDCIATES WILL BE PERFORMING THE CONSTRUCTION 7 RCLORD DRAW/NG b•26-91 sm
<br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING (o ADDED OR/VEivAY LOG. /0-20-97 ■ ,
<br />ABSORPTION FIELDS WITH A SEEPAGE PIT AT THE SEWAGE DISPOSAL TO EMPLOY INDIVIDUAL ONSITE AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE SCALE I,a100
<br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE 5 ADGfED TEMP. ~/-15 4-5-90 END OF EACH LEACH LINE. THE AREA OF EACH FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS REVISION DESIGNED BY FNNO DESCRIPTION DATE
<br />ABSORPTION FIELD, INCLUDING. EMERGENCY RESERVE, OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN / �e� S✓C /sr /e �D _ DRAWN BY FN
<br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE
<br />TO BE 12,000 S.f. STAKING WORK. Z S.J.G? /l /2 Pg CHECKED BY RVD
<br />D47 //-�� Br G _ 9 AS BUILT BY
<br />PROJECT RECORD DOCUMENT
<br />T 1115 DOCUMEN T I IAS BEEN PREPARED BY CTIA SOLELY FROM
<br />'AS-SUILT' INFORMATION PROVIDED BY TIIE GENERAL
<br />CONTRACTOR FON THIS PROJECT. CONSTRUCTION ITEMS
<br />SHOWN HEREIN AS 'CLOUDED" ARE DEVIATIONS FROM TIIE
<br />ORIGINAL, APPROVED DESIGN. ALL OTHER CONSTRUCTION
<br />13 ASSUMED TO HAVE OCCUNRED PER -PLAN-, TO WITHIN
<br />STANDARD CONSTRUCTION ALLOWANCES.
<br />02o/yt C
<br />DATE PREPARED:
<br />OFESSIfI,yq� \
<br />I
<br />CIVIL �����
<br />!F W�
<br />
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