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/MPRO liEMENT PL tl N5 <br />FO,P <br />SANTO'S Q NCI -I <br />UNIT N O. 1 <br />R. P WEL DUM e,4 5 4'909 OC /4 TE5 <br />I. ALL WOP-V- 5"AL.LCONFORM TO SAN JOAQUI N .�OUN-rY STANDA2DS. <br />2. ELEVATIONS Al2E BASED ON TO <br />DATUM. BENCH MARK + Top oP <br />�.E. GOR4Ef2 of W S.I.D. CONC2z-TE BOX AT N.E.Co2NER OF AND <br />"AhKEN QD. ASSUMED EL.= Ib 0.5.65. EL.= T(o.28.SEt✓ PAC-sE 2. <br />a INDIVIDUAL LOT DRAINAGE BASINS TO DRAIN STR.EE•T AND LOT AND TO <br />Be CONSTRUCTED AS PART OF THE BUILDING PERM IT. <br />4, FOR. CONSTRUCTION SEE THESE PLANS ANO SPECIAL. <br />PRAVIS1oNS FOVZ SANTO'S RANCH. <br />5. IT SHALL BE THE7CONTRAc-ro 'S R.ESPONSIBILITV TO GOO�zDINA-ra <br />THtr RELOCATION OF THE= EXISTING POWER POLO -S oN HANSEN 2OAo. <br />6. EXCESS EXCAVATION SHALL BE SPREAD UNIFORMLY OF ADJACENT LOTS. <br />7. CENTERLINE MONUMENTS To Be- DRAWING NO. 6-4 ON THE SPECIFICATIONS. <br />CONT2.ACT02.. TO INSTALL CAST IQ -ON MONUMI=NT gOXES . CONSULTANT <br />ENGINEER TO SET 3/4' IP -ON PIN. <br />PKINTCO ON 016'0 NO. IOOON CLWAMMINT <br />gyEET INDEX <br />CONS UL T/NG C /VIZ <br />VICINITY "Ato <br />NO SCAL E <br />ENG /N46 ,RING <br />06 LOGAT/O/Y Of 50MG TEST `-W ,e- !✓9C//L/E S.9yJPlE �O. �9LL TEyTs 11iE <br />S-27 L <br />L EGEND <br />13 <br />CUIZNE DATO, <br />0 <br />CENTERLINE MONUMENT <br />9-1W <br />216"T OF WAV <br />CENTERLINE <br />E.P <br />E D6E OF PAV EME-NT <br />B -M. <br />BENCF4 MAP -V-- 5 NOTE 2 . <br />P.U.E. <br />PUBLIC UTILITY EASEMENT-ELec-rcmr-)6AS,AND <br />TELEPHONE TO BE UND6QC-AT .OUND-WITHIN SUBDIVISION. <br />R \AleVa POLI= <br />XX 10-75 <br />OP-16INALCaQoUND e-LeVATIONS. <br />T <br />STREET NryME ANDS -MP SIC.M - SEE SPECS. FOR <br />LOCATION ANO tNSTALATtON. <br />3. <br />5T2EET NAME SIGN -SEE specs. G-3 PO2, LOCATION <br />AND INSTALLATION. <br />W.S.LD <br />Wes -r S►DE 1221 CATION DIST2tcT <br />Q • <br />�.AD1US <br />S <br />SLOPE <br />P <br />FINISHED CF-KITEP-WNE PROFILE C3RAUt= <br />GP-. BR. <br />C-. laaoL-- BREAK <br />C.I.P.P. <br />CAST-(N-PLPrzE PPE <br />QCT. <br />ORIGINAL. (�jROVND <br />l� <br />P 2oP�-2.T'V L 1 Ne <br />r----� <br />L__—J <br />LEAcH FIELD <br />37 (o5�os.F. <br />C.5 ] <br />Slop -m �2AINALte It�j <br />06 LOGAT/O/Y Of 50MG TEST `-W ,e- !✓9C//L/E S.9yJPlE �O. �9LL TEyTs 11iE <br />S-27 L <br />I. <br />TITLE SHEET <br />Q UQ N T/ T /E S <br />2. <br />ROAD PLAN <br />NW <br />F02 SAN JOACIUIN COUNT\1 <br />3. <br />ROAD PROFILE <br />TOTAL <br />UNIT NO.I <br />4. <br />DETAILS <br />I. <br />G.�'C2EET CONSTRUCTION <br />3C71,OJi2. S.t= <br />I55, 4� 3 S.F. <br />2" AC - G" A2w-6y2'AS <br />2. <br />STR.EeT CONSTRUCTION <br />2" Ac - <br />C -3. <br />37 (o5�os.F. <br />3S 840s.F <br />3. <br />GTPEET CONS"rp-ocnDN <br />95 SSO 15s . <br />41 982 s.G. <br />, <br />2"AC-9vz"A8 <br />4. <br />5-rQee-T CONS-rq-oc IoAI <br />157505.1=. <br />1200 s.F, <br />HANSE✓tA PCPo-Z"AC-(o"A13-S'/2A5 <br />S. <br />P2.IME COAT - cC 2.50 <br />5-7 TonIS <br />27 ToNs <br />G. <br />6-FQE.6T P14W Ae SIGr,1S <br />12 EACH <br />% 1=A -" <br />-7. <br />4(oEp-N <br />2 -4 -EAC) -1 <br />8• <br />TYPE <br />S EACH <br />3CAc14 <br />�J. <br />TYPE "A t3AR9lC.A0E-- <br />ebL--I-. <br />E�6 L.F. <br />10. <br />LsT COI.-> "e ZS <br />ZOO ap"C--k <br />100 BACH <br />11. <br />DZANA6E SgstntS <br />5,593 cu ypS. <br />06 LOGAT/O/Y Of 50MG TEST `-W ,e- !✓9C//L/E S.9yJPlE �O. �9LL TEyTs 11iE <br />S-27 L <br />