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6374EARTHWORK SPECIFICATIONS GENERAL: _ ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED, AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOIL INVESTIGATION FOR THE PREPOSED SUB- DIVISION, PROJECT NO. 69 -366, DATED DECEMBER 5, 1969, PREPARED BY WOODWARD, CLYDE & ASSOCIATES, AND OUR LETTER zWTED / 2170 BRUSH AND TREE REMOVAL: BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO BE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY COMPACTED FILL SOILS. FINISH GRADING: CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE MATTER EXPOSED ON-EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND DISPOSED OF. EXPANSIVE MATERIALS: EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED WITHIN THE UPPER 2 FEET OF ANY FILLS. THE POTENTIALLY EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF THE FILLS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS AS REQUIRED IN ORDER TO PROVIDE NON- EXPANSIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS. BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER.WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SHE EARTHWORK SPECIFICATIONS. PIPE REMOVAL: WHERE AN EXISTING ABANDONED CONCRETE PIPE LINE IS NOT REMOVED BY THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE SHOULD BE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED. GENERAL UTILITY NOTES EXPLORATION EXCAVATION REQUIRED: CONTRACTOR WILL MAKE EXPLORATION EXCAVA110NS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFI- CIENTLY AHEAD OF CONSTRUCTION TO PERP11T REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. ALL EXISTING UTILITIES WITHIN THE SITE, AND THOSE ADJACENT TO THE SITE WHICH ARE AFFECTED BY THE WORK PROPOSED TO BE DONE, ARE SHOWN ON THIS PLAN. THE UTILITY COMPANIES HAVE REVIEWED THESE PLANS AND ARE SATISFIED WITH THE ARRANGEMENTS MADE BY THE PERMITTEE TO PROTECT OR RELOCATE UTILITIES. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS I4ORK WITH COMPANY REPRESENTATIVES. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CONTRACTOR SHALT_ NOTIFY THE SAN DIEGO PIPELINE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SAN DIEGO GAS & ELECTRIC CO: 232 -4252, EXT. 7569 PACIFIC TELEPHONE CO: 298 -0595 SAN DIEGO PIPELINE CO: 283 -6511 PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVEMENTS DAP,iZED BY THE CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE COUNTY OF SAN DIEGO ENGINEER DEPARTMENT. SLOPE PLANTING ALL SLOPE PLANTING SHAT.L BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE SAN DIEGO COUNTY GRADING ORDINANCE. A PERMIT FROM THE COUNTY ENGINEER WILL BE REQUIRED BY THE CONTRACTOR FOR ANY WORK WITHIN THE COUNTY RIGHT OF WAY. NOTE: ALL GRADING IS ON OWNERS PROPERTY. ESTIMArED GRADING QUANTITIES: ESTIMATED TOTAL CUT: 312,000 C.Y. EST IM TED FILL: 6,3140 C.Y ESTIMATED TOTAL EXCESS TO DISPOSAL SITE (SHEET NQ 11 12)= 304690 C.Y SPECIAL NOTES: NEITHER THE OWNER, NO'Z THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE. APPROVAL OF rf/ESE PLANS BY THE COUNTY Z/ 61A/EERGOESNOTAUTf/O/��ZE 9U/ �1'Of�/fOf� GGG9AD/NG rOBE UNTIL THE Pfl ozTlr!' 0`Y1f/Er9 S 1/ #//xy BEff/OBT, l zg %1110 /I XZ1,P 61TNNINS PEf�i1IIT 11/79 BEEN ISSUE,. 13 STA. STA. SITE SITE MGJCwrlJI1! r r G7 m c -A of y VfSTA ° �® m � YC) �F U�lr NO 6� I Q / fi all r � �n ®® m Q W V Pi PO Q v 'a A z d � y _y c' I I —J INDEX MAP j m y p U N 11 _ 200 SCALE ® SHEET NQ 120 LOT NQ —®- SUBDIVISION BOUNDARY C� UNI T NQ 6 LEUCAC T^ ENCINIT \1 cne n nY SC1L L — _c ,., VICINI'T'Y M.�1'® ISO 5G 11xL_C L �c� WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND SPECIFICATIONS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. GRADING GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPF- iFICATIONS AND IN CONFORMANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS 208 AND 209 DRAINAGE SYSTEM THE CONSTRUCTION OF REINFORCED CONCRETE PIPE STORM DRAIN (1350 -D) - - -- -- THE CONSTRUCTION OF TYPE "K" CURB INLET - -- -- -- - - - - -- - - -- -- 104 -2 THE CONSTRUCTION OF TYPE "B -2" CURB INLET - - - - - - - - - - - - - - - - - - 101 -2 THE CONSTRUCTION OF TYPE "A" CLEANOUT - - - - - - - - - - - - - - - - - -- - - =— LEGEND CUT BANK 1 112:1 MAX. - - - - - - - F1LL BANK 0: 1 MAX. - -- - - - - FINISHGRADE - -- - - - - - - - - - - - - - - - - - - - - EXISTING CONTOURS - - - - - - - - - - - - - - - - - - - SUBDIVISION BOUNDARY - - - - - - - - - - - - - - - - - CURB LINE - - - - - - - - - - - - - - - - - - - DAYLIGHT LINE - - - - - - - - - - - - - - - - - - - - - - LOTNU{MBER - - - - - - - - - - PAD ELEVATION (AT REAR OF LOT) - - - - - - - - - - - - - FINISH GRADE CONTOUR - - - - - - - - - - - - - - - 1/NEO 0176111 /SE aO _741L .SHEET 2)- - - //L CU ff - -70Z -- BENCH MART( 112" IRON PIN CONCREE- STEEL. POST 0.5 Mill RUN NORTHERLY ON RANCHO SANTA FE ROAD BETWEEN 2 EUCALYPTUS TREES 9' EAST WATER VALVE DIRECTLY ACEOSS PP 1110. 1119552P. ELEVATION: 129.773' M.S.L. DATUM LEGAL DESCRIPTIuiV A RESUBDiVISICN OF PORTIONS O_ LOTS 60. 61, AND 62 OF VILLAGE PARK UNIT NO. 1, MAP NO. 6755. SITE ADDRES ENCINITAS, NORTH OF ENCINITAS BOULEVARD AND 3000 FEET *_ EAST OF EL CAMINO REAL. OWNER AVCO COMMUNITY DEVELOPERS, INC. 770 RANCHO SANTA FE DRIVE ENCINITAS, CALIFORNIA TELEPHONE: 153 -0171 SOILS ENGINEER'S CERTIFICATE THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TG BL IN CONFORMANCE WITH TIDE RECOMMENDATIONS AS OUTLINED IN OUR SOILS REPORT FOR THIS SUBDIVISION GATED CECEMBER 5, 1969, AND OZIF LETTER 09TE0 / P970. IJOODWARD, CLYDE & ASSOCIATES BY R.C.E. „111z9 DATED: -.; � / L INO.1 REVISION APPROVAL DATE Rick ENGINEERING COMPANY .(tVW12 0J1-0707 San Dlego,Callf. JOB NO.: BENCH MARK Description: �/? IRON PIN IN CONC- STEEL Po ST cc -OO72 Location: Q•5 MI. RUN N'LY - ON PL�NC"C) FE ROAD L�CRbSS FROM P.R 1119552P Record From: COUNTY LEVELS Elevation: 129.773 Datum: U.S.C.&G.S- PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO I ENGINEERING DEPARTMENT SHEETS GRADING PLANS FOR: A L�� Y uNl II' t M . fc CALIFORNIA COORDINATE INDEX 3t6 -1689 (X) APPROVED: H.M.TAYLOR COUNTY ENGINEER BY - DATE: I-Z2 -7Z Engineer of Wprk: WiR c R.C.E.92i16 GRADING PERMIT N0. FILE NO. County Use Only 0 1 9 '9' 900 I. ' 9 34' 0 1 9 '9' 900 /�(� J 3 ' 9 34' 3—'— r /1i%7iGfti //% e.n lnror. it � _ '-I h STPEET .P /l�/ TYP° /C4L /°L 4/V S, D i MAX. MAC, Y4R /ES ° E R'ANS Q LOT if/LOTH Y�RIES SfEPlANS LOT W/OTH {/ARILS -$EE PLANS �3 - SffSTiffETi I Z s�'tr/aiv MFIES t'RRfFS `� VARIES I ROU69 PAO 0. � � v�� I �Qfp� lfl,4DEASSHOEVN�!o4�',' k, —r'AD 6.Y4DE �PPL /fS �W �I pyvj�' ON IDZAN,5 �- �, NCh'EONELEI! SHDiYN v Ms_.._ TEMP BERM -I - 1's , - - -- - - - TEMPORARY BERM - - -- - - - - - -- — -- FOR FILL - SEEOCMIC BELOiy TYP /CAL TYP£ �9" UNDE,TCUT FOR TLzPOf SCOPE ON STREET GRADES O: Te 3% SEE DETAIL THIS StYEET TY 1644 107 CROSS SEC°TIOAl SiW'r UNDERCUT = / 6 e,(MAX.)yfRT /CAL SCOPE 7YPI644 GRADING PL41V rf'lt;Hr Of MWY MIMII . WR /ES 52; -156, 4;0,'84' !O' /0, /6 :15: ZO' 32' x "18•" Z0; '32' /O' A0 6R" _ — _ WARPED SW19E u' • ¢ !��7y� w 51 51 PAD GRADE _ 5 - ELf�'`? r10N 9110 /N ON RZAIVS- � v Tlf L "UNOEfI'C1lT EXCEEUif�t6 lOi. 033' r FUTURE FINISH STEEV � Q Q3 ZO TD 6.5' /WAX ON STEET GADES ? STREET liNL�RCUT = /. 6' - UNDERCUT ON Srfff r GRADES 3z TO la s (MAX) I t'I --� 11 /� SLOPE R MS MRIO E -� STBEETUN .�71°T_ ," -- aPPL/ES TO MTV. V /STD DR. (SLY),• 1/1 M."l, OF STi�ceET s4DIN6 — -- - — L /M1 TS - V1L LWe Pt WOY TO Z �gT. cour✓rfzrwoo� [iaNE' GRjdDBVG DET41L STRE'E'T UNDERCUT 51• �5 NOiE ALL 5TPEETS TO PE CONSTRUCTEIJ ACEORO /NG TO THE�9PPROYEO IMPROl1EMENT GLANS.' SYM. DESCRIPTION PRE P'D.BY DATE APPROVED Z _ W - - TYP1 4L S7,eP 440 S4fe7101V fl.4 NO -5CAL.F_ 4. Aff- TYPIM PLOT GRMING PM)v 6WaA SH041A Ort/ !I✓�7PPlIES_ 6 O BENCH ELEVATION S110&N ON PLANS S.�Or�c ° PLAN fYBNCH 7 iNAT UR_ 4� L GROUND ITYPPIC.4lZrI BERM DT1IL Pi MJN � 3 °DFGUNITE OR 3 "6FCONCRETE UNLESS Olf1E�S'l� / /Sf FOR TOP L7FFILL &OPF6 AVT£D r�Py ,� wITH �StTUCCO WIRE TYP C41, D A F ,olrC,! ro 32' -9 91 3Z' lO' 9 34' 3—'— r /1i%7iGfti //% e.n lnror. it � _ '-I t�ILLAGE' PARE( lV�IY SEL TIoly ' 5' SLOPES .45 S OWN LLV _ ANS F, 0 SCALE - NOME JOB DWG. N0. sop® DATE: 1 NOV. '71 ESIGNED Y: DRAWN BY: L.6 SHEET 2 OF12 SHEETS CHECKED BY KW � k+ - Z 1 9v / + I) SYM. DESCRIPTION Z _ O m mram� •, mno 1 1101 li fliipi.! ip i I ..... . i �iriilll Illill • SCALE: NOTED JOB DWG. N° 5010 _ DATE: PIOV '?l DESIGNED BY:L/ F oRaw N BY: LG SHEET 3 OF 12 SHEETS CHECKEDBY: H..W ® `.61 d }� Sv i'e• x Y , n try... ••( Pe IMF p L', �E /x c , % 0 X95 �. �> >� Q� 0 i SCALE: NOTED JOB MG. N2 .5O/0 - DATE: INOV'71 DESIGNED BY:L/f DRAWN BY L.G. SHEET S ®F 12 SHEETS CHECKEDB y rk)p O 9 ,IK bl r A,, SCALE: N07E0 JOB DWG. N° 5010 _ DATE: iPlOV ��l DESIGNED BY:Q/F DRAWN By L.G. SHEET 5 OF -12 SHEETS, CHECKEDBY:f/(t/ o z - �� DESCRIPTION � • � �. r A,, SCALE: N07E0 JOB DWG. N° 5010 _ DATE: iPlOV ��l DESIGNED BY:Q/F DRAWN By L.G. SHEET 5 OF -12 SHEETS, CHECKEDBY:f/(t/ o z - �� 6A SYM. Z DESCRIPTION SOLE: NOlEO JOB DWG.N° 5010 _ DATE: INOV'71 DESIGNED BY DRAWN BY L.G. I SHEET 6 OFI2 SHEETS CHECKEDBY:/�(1/ SEE S//EET NO. 6 SAN DIEGO, CALIF. N rl(s��L •� 1 �- 3v � SCALE: NOTED IJOB DWG. N? DATE: 1 /WQV'7/ DESIGNED BY, /F VRH°"'N °' `" SHEET 7 OF 12 SHEETS I. CHECKED BY:h/(t/ ■ L • ataz 9 1 i f t I -- ��SYM Iz LLA f� 7 11 5CA L E� I , 30, 5CALE. NOltO �� . N-'- 9 50/O DATE: JNOV'7Q DESIGNED RY SHEET 8 OF 12 SHEETS CHECKEDB' HA " G • x182 rN SYM, DESCRIPTION PREP'D BY DATE APPROVED SHEET 9' OEl2 SH €ETS t + v 5 a s t SCALE: NOTED JOB DWG. 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