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6385 wiclfoElrwED DEC 3 02 bBEC121014 SAN DIEGO COUNTY TRACT NO. 4293 GENERAL NOTES "'°` 3EE�IEET 4 25. CATCH BASINS, DESILTING BASINS, AND STORM 14. SLOPE RATIOS 1. APPROVAL OF THIS GRADING PLAN DOES NOT CON- DRAIN SYSTEM SHALL BE INSTALLED TO THE SATIS -j STITUTE APPROVAL OF VERTICAL OR HORI - ZONTAL FACTION OF THE COUNTY DEPARTMENT OF PUBLIC 4 CUT - 2:1 FOR MINOR SLOPES; 2:1 FOR MAJOR ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON s ( i° I WORKS. SLOPES. FOR COUNTY ROAD PURPOSES. 26. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND FILL - 2:1. SLOPES DEVIATING FROM THE 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUB- \ S I EROSION CONTROL MEASURES DESCRIBED ABOVE ABOVE WILL REQUIRE APPROVAL OF THE JECT TO FINAL APPROVAL OF THE ASSOCIATED UNTIL RELIEVED OF SAME BY THE COUNTY DIRECTOR OF PUBLIC WORKS AFTER REVIEW IMPROVEMENT PLANS WHERE APPLICABLE FINAL s I DEPARTMENT OF PUBLIC WORKS: THE DEVELOPER OF A REPORT FROM A SOILS ENGINEER. CURB GRADE ELEVATIONS MAY REQUIRE CHANGES • I J I TO REMOVE ALL SOIL INTERCEPTED BY THE SAND IN THESE PLANS. PROJECT SITE I ( f I BAGS, CATCH BASINS AND DESILTING BASINS AND EXCAVATION: /26,00 C.Y.; FILL: 4 000 KEEP THESE FACILITIES CLEAN AND FREE OF SILT C.Y.; EXPORT B3,C�U0 C.Y. A SEPARATE 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A • y I AND SAND AS DIRECTED BY THE COUNTY PERMIT MUST BE OBTAINED FOR WASTE OR LEGAL SITE AND BE APPROVED BY SOILS ENGINEER DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER IMPORT AREA. PRIOR TO HAULING ON SITE. SHALL REPAIR ANY ERODED SLOPES AS DIRECTED ` Z •• I BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL 4. A CONSTRUCTION, EXCAVATION OR ENCROACH - N 1 RESOURCI ARE DISCOVERED ON THE SITE OF THIS MENT PERMIT FROM THE DIRECTOR OF PUBLIC E i 8 ( f f BEE E�ET a • ( 27. PRIVATE STREETS AND PARKING AREAS WITHIN THIS, GRADINO&DURING GRADING OPERATIONS, SUCH WORKS WILL BE REQUIRED FOR ANY WORK IN THE c C I • I SUBDIVISION SHALL HAVE A MINIMUM OF 2" OF AC OPERATI01% WILL CEASE IMMEDIATELY, AND THE COUNTY RIGHT -OF -WAY. e ( L 1 1 I OVER 4" OF APPROVED BASE. GRADES SHALL BE A PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC MINIMUM OF 0.5% AND A MAXIMUM OF 15% AND WORKS OF THE DISCOVERY. GRADING OPERATIONS 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE amvrA Fe GovE i 1 1 I DESIGNED TO DRAIN THE SURFACE PROPERLY. THE WILL NOT RECOMMENCE UNTIL THE PERMITTEE HAS PLANTED IN ACCORDANCE WITH SAN DIEGO 0 i • 1 1 ,, 1 i MIN IMUM AUTHO FROM THE COUNTY SPECIFICATIONS. UM UNOBSTRUCTED ROAD WIDTH SHALL BE 28 DIRECTOR OF PUBLIC WORKS TO DO SO, 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE • LOT J LOT 2 ( I 15. TOPS OF ALL SLOPES ARE TO BE DIKED OR AND LOCATION OF ALL UTILITIES BEFORE COM- /- TRENCHED TO PREVENT WATER FROM FLOWING MENCING WORK. NOTICE OF THE PROPOSED WORK y 5 (J y f I SANITATION NOTE EXISTING THE CRESTS OF SLOPES. SHALL BE GIVEN TO THE FOLLOWING AGENCIES. VICINITY MAP I / Q I 1 1 I EXISTING HOUSE ON SITE IS SERVED BY A PRIVATE SEWAGE 16. AT OR NEAR EVERY POINT WHERE CONCENTRATED SAN DIEGO GAS do ELECTRIC: 743 -3222 � 1 /WSCdLE. 1 r� 1 1 -r (� 1 • I DISPOSAL SYSTEM. THIS SYSTEM SHALL BE LOCATED AND FLOW LEAVES THE DEVELOPMENT, A DESILTING PACIFIC TELEPHONE: (800) 422 -4133 1 • DISPOSED OF PER REQUIREMENTS OF THE COUNTY OF SAN! BASIN AND /OR AN ENERGY DISSIPATOR MAY BE CATV: 746 -6666 DIl!GO DEPARTMENT OF PUBLIC HEALTH, PRIOR TO START OF' REQUIRED TO BE CONSTRUCTED TO REMOVE SILT SEWER: 753 -6639 Z _ Z ( EARTHMOVING OPERATIONS. FROM THE WATER AND RELEASE THE WATER AT A WATER: 753 -1145 P *�� NON - EROSIVE VELOCITY. 26' 32' I j i �-1- i T _ I I O 100 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE 17. ALL DESIGN AND CONSTRUCTION SHALL BE IN ISSUANCE OF A BUILDING PERMIT. 3' /4' / /4' /G' 3' I + O �I I ACCORDANCE WITH THE RECOMMENDATION OF THE EASEMENT EASEMENT I L ► S Es�EE Z �� I I SOILS AND GEOLOGY SURVEY REPORTS PREPARED 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF L J .._______. BY THE SAN DIEGO COUNTY GRADING ORDINANCE PUBLIC WORKS DOES NOT AUTHORIZE ANY WORK 5 , L /NE L /NE 5' I I AND IN ACCORDANCE WITH SPECIFIC EROSION CON- OR GRADING TO BE PERFORMED UNTIL THE VISTA oat TROL MEASURES, SATISFACTORY TO THE DEPART- PROPERTY OWNER'S PERMISSION HAS BEEN 2 :� 2` I dEEStJEET® I MENT OF SANITATION AND FLOOD CONTROL AND OBTAINED AND A VALID GRADING PERMIT HAS BEEN I!'• r - I r 1 I THE DEPARTMENT OF TRANSPORTATION. ISSUED. 1 LOT (� I I LOT 4 I 18. GRADING PLANS WITHIN THIS SUBDIVISION SHALL 9. THE DIRECTOR OF PUBLIC WORKS APPROVAL OF I PRESERVE A MINIMUM OF 100 SQUARE FEET OF THESE PLANS DOES NOT CONSTITUTE COUNTY r r W I SOLAR ACCESS FOR EACH LOT AND FOR EACH BUILDING OFFICIAL APPROVAL OF ANY FOUNDA- -_ �UNDEL7CUT 70 ACCOJNODGTE I Q 3•BdG!- / /GuG/ JdND,BdG � � � Q ! • i FUTURE BUILDING SITE WITHIN THE SUBDIVISION. TIONS FOR STRUCTURES TO BE PLACED ON THE PRIVATE STREWS � QQ1E4 i I 4 I AREA COVERED BY THESE PLANS. NO WAIVER OF MO SCALE. �, 19. FINISHED GRADING SHALL BE CERTIFIED BY A THE GRADING ORDINANCE REQUIREMENTS CON - Z L J Z L J I s al5"Awr tastwwa/r REGISTERED CIVIL ENGINEER AND INSPECTED BYi CERNING MINIMUM COVER OVER EXPANSIVE SOILS IS VISTA DEL REY DRIVE, PA$EO PAC /FICA a I .. .• I -- , 4#M t4�N 1 THE COUNTY ENGINEER FOR DRAINAGE MADE OR IMPLIED (SECTIONS87.403 do 87.410). ANY � B�r4N� i CLEARANCE. APPROVAL OF ROUGH GRADING DOES SUCH WAIVER MUST BE OBTAINED FROM THE NOT CERTIFY FINISHED GRADING BECAUSE OF DIRECTOR OF LUER. POTENTIAL SURFACE DRAINAGE PROBLEMS THAT D I STMET ( MAY BE CREATED BY LANDSCAPING ACCOMPLISHED 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, L_______ L - -J ---------- - - - --� _qmucn4ascsBi77pv- I AFTER ROUGH GRADING CERTIFICATION. INCLUDING THE WARMING UP, REPAIR, ARRIVAL, ----- '-------- - - - - -- t "e.c.oveJSa•�aAkAt DEPARTURE OR RUNNING OF TRUCKS, EARTH - A147UIIdL PR"VATE !TRUST 20. _ALL GRADING SHALL BE IN ACCORDANCE WITH SAN MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT KEY MAP 0"AL DIEGO COU TY STANDARD DRAWINGS DS -8, DS -10, AND ANY OTHER ASSOCIATED GRADING EQUIPMENT � � � SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 VISTA DEL REY DRIVE DS -11 AND 75. A.M. AND 6:00 P.M. EACH DAY, MONDAY THROUGH 3G' L S' j, 14' SATURDAY, AND NO EARTHMOVING OR GRADING 21. EMERGENCY EROSION CONTROL MEASURES TOI OPERATIONS SHALL BE CONDUCTED ON THE CONTROL SOIL MOVEMENT SHALL BE PROVIDED VAQ/EB PREMISES ON SUNDAYS OR HOLIDAYS. SATISFACTO TO THE COUNTY DEPARTMENT OF J AS BUILT PUBLIC DURING I THE E VENT PERIOD TH S EDIS B EX EXPOSED! 11. ALL M AJOR SLOPES SHALL BE ROUNDED INTO EXIST- OWNER dt PERMMITTEE 3/QEWdLlC LEGEND � ING TERRAIN TO PRODUCE A CONTOURED TRANSI- EXL9Z Sri MCKELLAR DEVELOPMENT CORPORATION `' NOVEMBER I AND APRIL 15. EROSION CONTROL' TION FROM CUT OR FILL FACES TO NATURAL r " MEASURES SHALL INCLUDE BUT NOT BE LIMITED RIVEMENT� 1250 PROSPECT STREET SUITE C -14 ° Summers, RCE 15470 ' GROUND AND ABUTTING CUT OR FILL SURFACES. OF JUTE TYOE "G "COA.C. ( EXISTING CONTOUR /,50 LA JOLLA, CA 92037 ` 1,00 MATTING P OR OED E UIVALEN DESILTING 7Y,OE GUTTEL7 \ 6X16 QEQM4iPDVEMENT (714) 459 -3891 TE BASINS, ENERGY DISSIPATORS, SILT CONTROL SAND', 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET 4CUMS 70AWL7EA401I FINISH CONTOUR J25 BAGGING, AND STORM DRAINS. FORTH IN THE GRADING ORDINANCE AND NOTWITH- STANDING THE APPROVAL OF THESE PLANS, THE VULCAN AVENUE DAYLIGHT LINE �W m� OWNER AND 22. ALL BUILDING PADS SHALL BE DIKED AND (HE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION ApSCAZ. E. LOT NUMBER 4 PERMITTEE: DIKES MAINTAINED TO PREVENT WATER FROM I DAMAGE TO THE ADJACENT PROPERTY. NO UTH RI ED PE , RESENTA IVE FLOWING FROM THE PAD UNTIL THE STREETS AND PERSON SHALL EXCAVATE ON LAND SO CLOSE ADJO IN- DRIVEWAYS ARE PAVED AND WATER CAN FLOW' THE PROPERTY LINE AS TO ENDANGER ANY NCTI BROW DITCH (PER DETAIL) D -75 ASSESSOR'S PARCELS: 258- 090 -21 FROM THE PADS WITHOUT CAUSING EROSION, OR ING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION �. SUBDIVISION BOUNDARY ������ 258- 090 -22 CONSTRUCT DRAINAGE FACILITIES TO THE SATIS - PU BLIC OR PRIVATE PROPERTY WITHOUT SUPPORT - ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER 258- 090 -23 FACTION OF THE COUNTY DEPARTMENT OF PUBLIC PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM ING AND PROTECTING SUCH PROPERTY FROM SET - /O' 5" 5' 20' FINISH GRADE ELEVATION /2_� THE PAD WITHOUT CAUSING EROSION. TLING, CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE 51 VAO/E.S DIRECTION OF DRAINAGE W/aL6 /.E. _ S � � GRADING DESCRIBED ON THIS PLAN. THE COUNTY ` � " — � " - y ' —i 23. AN IRRIGATION SYSTEM SHALL BE INSTALLED NOT " ] >4' PCC A.CR4VEMENTPL°L7 SOUTHERLY OF ENCINITAS BOULEVARD NORTHERLY OF "D" LATER THAN MAY 15 FOLLOWING THE PLANTING OF WILL HOLD THE PERMITTEE RESPONSIBLE FOR COR- COUN7YC>F84N0 /LiGO I RIP RAP ENERGY DISSiPATOR (D -40) THE SLOPES. r i RECTION OF NON - DEDICATED IMPROVEMENTS EX /ST C RNISH DRIVE. LY OF VULCAN AVENUE, AND WESTERLY OF WHICH DAMAGE ADJACENT PROPERTY." PAIL' 4TE Pl/G SrORA4 ORAIN 24. SAND BAG CHECK DAMS SHALL BE PLACED IN A 13AS SOON AS CUTS OR EMBANKMENTS ARE COM- . MANNER APPROVED BY THE COUNTY DEPARTMENT! A WdGIC EX /ST PAVEMENT SLOPE (CUT OR FILL) SLOPE AS NOTED PLETED BUT NOT LATER THAN NOVEMBER 1 OF PUBWC� WORKS [N UNPAVED STREETS WITH , ALL BEOM LEGAL DESCRIPTION S' ^ CUT AND FILL SLOPES SHALL BE STABILIZED WITH A " i GRADIENT TIN EXCESS OF 2 PERCENT AND ON OR IN 7YPE G 70BEQ'EMOVEO ;%1t JNLETS-,�t6E�W azvP /SER-PERL�7AII-5 HYDROMULCH MIXTURE OR AN EQUAL TREATMENT - �T - S REQUI GRADED OR EXCAVATED AREAS AS CX»i1 U. UOL°! K' l /7'7ZJ4C.CO.NODdTE3•Bt.IG,U /GlJ S�ITAU..3 THOSE PORTIONS OF EAST BLOCK 3 AND EAST BLOCK 4, �LVOGt66AdRl7 /EQ TOGETHER WITH THAT PORTION OF "C" STREET LYING REQUIRED BY THE COUN APPROVED BY THE COUNTY DEPARTMENT OF TY DEPARTMENT OF PUBLIC WORKS. BETWEEN NOVEMBER 1 AND APRIL � D STREET MASONRY RETAINING WALL (C -2) BETWEEN SAID BLOCKS AS VACATED AND CLOSED TO PUBLIC PUBLIC WORKS. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL BE SHOWN ON THE PLANS. USE IN ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF 15, APPROVED SLOPE PROTECTION MEASURES SHALL N05C.4LE. CR /B W.4LG PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF �JEVEGOPB2 TO I 04C,47 OF EXTRA /0' E 0 W. CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN CUT SLOPES AND /OR THE CREATION OF EMBANK - THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, MENT SLOPES. JUNE 12, 1883. PRIVATE CONTRACT TYPICAL STREET SECTIONS Contractor agrees that he shall assume sole and complete responsibility for joi PERMITS S HEET COUNTY OF SAN DIEGO H SOILS ENGINEER CERTIFICATION site conditions during the course of construction of this Project, including safety of al, DEPARTMENT OF PUBLIC WORKS / ro apply SHEETS Pe rsons and P P ert Y. that this re quirement 9 irement shall PP Y continuousl Y and not be lim- REZONE PERMIT NO. P6/ - 0497 APPVD. MAL7C,u.5, /962 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THESE PLANS iced to normal working hours; and that the Contractor shall defend, indemnify and GRADING PL OR: hold the Owner and the Engineer harmless from any an all liability, real or alleged, AND HAVE DETERMINED THAT THE GRADING SHOWN SPECIAL USE PERMIT NO. P6 /-OG7APPVDMALC•L/•5, /966 COU Y OF SAN DIEGO SOLA !CERTIFICATE HEREON CONFORMS WITH THE FINDINGS AND RECOM- ar connection with the performance of work on this Project, excepting for liabilit 0 N MENDATIONS CONTAINED IN THE SOILS REPORT arising from the sole negligence of the Owner or the Engineer TENTATIVE MAP NO. 4293 APPVD. 4AVIL 14, 1962 m Pnc 1, ROBERT C. HAYNES, R.C.E. 25593, CERTIFY THAT THIS PREPARED BY ME OR UNDER MY SUPERVISION DATED 41T ACT NOM 4293 GRADING PLAN HAS PRESERVED A MINIMUM OF 100 Wr46Afb6R 16, , 19 A Aar6M LETTER COUNTY APPROVED CHANGM BENCH MARK CALIFORNIA COORDINATE INDEX 520 -1079 v � SQUARE FEET OF SOLAR ACCESS FOR EACH DWELLING Q4�D APPROVED IN CONFORMANCE WITH No. Owtrivtion Ate W Dow PM TOMS UNIT ALLOWED BY THI5 SUBDIVISION. PREPARED BY: CONDITION C -S -r Of T.M. 4293 DESCRIPTION: 000140 APprwW R.J.Mnrnun EnNrwre /wwk t IA DIRECTOR OF PUBLIC WORKS .n/ •P /�Z = go 2223 seine ( s do I. Playa La Jo•B c.•lonw 92037 F /LE NO, D /B-JO! � . LOCATION: NE COP OF 6,0106E 7lJdT OVEOOAS5E,$ By: ogBrorc pFi• in ENC /N /TAS 41 VULCAN W TellpflwM (714) 454 -9152 � /�_ 2 `(i A Planning Rwarah Cblrlp°y /�hrrc�J C� / Z/ ��8 Z 2 I' SJ G �✓ `� jl7 RECORD FROM: COUNTY OF SAN 0 /EGO W ROBERT C. HAYNES, R.C.E. 25593 DATE C.E. NO. /7030 DATE D/RECJP9R - Ga<P7 &*r7 AND PWA DA AS BUILT ' ►2 / ELEVATION: 77.469 DATUM: "-.5L. y -Z L -B3 o. L 0200 FILE N0. 851 -200 -0 T o � w c16owmED EC 3 T 1882 _ 0. s 9� r� bESEC1210N t 3 s o t *4G R E 1►'/ � I O /� ° O �� , E��g SG o' Q? � t ' @ VA _ 44 it 4 C. r t i i ' I � 1 '� 3 L �C.i � � 1 I A ! > >' 3 9 ^ ` _ S •�, �.l �� i, y ' . 6 IIgYJJ . , � I �I Q �, �� I �� . �I 1 I :� w I `� �Op Z '1 s �YS It i i S t r rz r j 1 j A �� i � � � K O �, � I � ' !� � m � I� II � .� � � • � 8 i �. r � � 7 � '` �_ > �f LI j VI v � � (� •� i ,�� A +O a ; •� �, 'F , f ^, ._i , 1 , - Q 3 1 92 , , d M s c, O �' � ! i � � I 3 sacs � -__ ._ ° o. ✓.0 GRADE I i / D 4•/4F• ATE B 3 \ �o f' o \ ; L • x R rr: Rog r , — p rc GR s A317 DGdt�q t t o/ x v r r U } i �) I .. b. u e � �► { I � A� � I — — e. I San O,vG a Y ,.. S OCCU N O N PLdN IYgEAIE OCCU,P6 r 3 E - I I O j 3. h t I 4 `I siU' aerE,vrro I , ' F I'; m a TYP /CAL S A . 49AG PLACEM i ,o scnce ENT , � 1 1 I , v 7 T.C. (, Co Z% MIN -� II %6 /ob4T `, 2 i i �� sANOSAC NOTES (TYA) � I C II 1 / .¢ ` • , n - �-- -• � 3 I. ALL ROWS OF SAN y DBAGS TO BE STACKED PERFYdA<S. z. SANDBAGS TO BE PLACED 3 BAGS HIGH AT ALL CUII� lJt , ` INL AND CATCH BASINS AS SHOWN BY DETAILS MITR ADDITIONAL ROWS IN STREET SUBGRADE WHERE SHOWN ON II � 1 t ' � t' _' i ' ° I ? I I i i � •, —'— � �� W w I { � It r W y � a I I' /� ��; ���' $ N Ii ��p I A 5 I �' 3 2 SYMBOL FOR SANDBAG PLACEMENT AS SHOWN BY ' ; i = I DETAIL, � 1 1 i V C SWIV06 O CM49T REFERENCE SHOWN BELOW IAIq I I' I i l 1 I I � I = DU 11.01 GNU , i ` N M R bE AS B T IN __ -..• � I +� _ r -� `, 1. as n� / �ivoa� - ' �� e , RICE 15470 pE 0 N ` — - to - z _ DA "llb _. ..���• S. gall I r - -- r----- S4N D,BQG CN.4QT V Olti(9 @ 10 4 4QT ._ 0.394C � // C.YS /LT� Q B4CiS ///0// a P 2 -- � (� 0.75 4C. - ..- $ 1 E '3' 0710 AC •� /3CY. S /LT --J' GWGS,U /GN i 4. , ($CYS /LT •- 3 ejgGS L// \ 3 \ 5. 0.,34C. � 1 0CYv`rLT-• 2 GN Y. J I sus urGy- •3.c -r��s @ 2.74C. -40 C.).,\,311 5 adr @ /0 4PGQT x - -- s i __ - ', . �-- •- -�-- -- r-'"_"__' —""� Z 0.64C.- /GCYSYLT"3Bd1�5 r Poi r o.a54C. -r N SCY. S /LT ° EST ROAq 1 5 CWGS lJ /G.�/ @ u G.�/EST F0 /N � F ' 1 _ ----- ( - PRIVATE C O _ i / i PERM NTQ --�, --'-- t x ITS ACT j ET I2 C OF SAN DIEGO R OUNTY Prc - -` _ REZONE PERMIT NO. P&I a74vouo. �J TMENTOFPUBLIC 7 j c �+ ,�� U r' 1.3, J GL^lJ S /98? WORKS S EETt A� 1 SPECIAL USE PERMIT NO. P6/-007 4PPV A 4VCU _ GRADING ►CANS FOR: PRC Toups . - ' — COUNTY OF TENTATIVE MAP NO. X93 dpvt�0. dppiL Iq / 2 SAN DIEGO 2223 AvwMds ds IS Playa La JGM� CaNlomie 9 Timis (714 2037 � � � v 1 T ^' -" r"rw V C� (.,f' -s ,.a4 -0162 i / / , r.. BENCH MAAK TRACT 'N O, 4 2 9 3 1 0 Oi�7 CALIFORNIA COORDINATE INDEX 320_1679 A PNr111Y10 pgaarah y �}- / I JI /!" ADD F.f. G DVS ! � 9 • DESCRIPTION: OCr 01 40__ NO.S. /SG. 6 / w /sa r l�r 4S A...e.M Rj Wfwn, 7 y /s LOCATION: 17 PU vE 149�AT N ! E T.PA /O'`V B e ; ® CDNB7. FfJ?M /T /NRj. DIRECTOR of PUBLIC WOR E "� `"O•' it / ! /C)�.6 �- � � �' � NE UP G C l�' d.Q /aIGE 7Z/dT p►gp��� i ar " - � I 1.E= ENiC /N /TQS o C Q ELEVATION: FROr: COG /NTYOIF�eINOVEGO /Q�,�y(N a - �`� BUILT ELEVATION: 77.Qe_9 � r / �" Gradin n1� it •• Pwmit No. � /f► W L _ FILE N0. 85 - 20" 6EE LETTEL? 71g 0 COUNTY OF SAN DIEGO pe A61, win- 42Z WC 'V O T L wicsokirVIED er L74 .0- DEC 3 1882 b13EC121 ow r c V 4 z C III � � - > i t r 2 A 16' wat ' 00- 9 7 *w / O ? %6 t O \ � ` � -•` -1 : € ,� �'�. -. � , ',�. 3 `I 747/ .,, � \` � • oar 1� /a . � � ki; � , - �� I � ', \ " TC. / X 1 ail, � � '�G. �� ' T ` X51 � � • �`• 1 ' j r cv, ` /2 GO / O /43 a I ¢9 X ' b � / s � `9 � Zb X25 � � � / 7 �; t '` , ZOO 7v II i 6 7.z- T 1 ' - 711 1 / m ju 21 ic II ti I � � � ; `fir, � >�• , I � I �' I � � ti, +. w � � ' I � Q) (jj C/ C, 41' J / T. 4 4 \ It to i � 1 r 1 6 i C&7 LINE 4? T6 12d i ( r A 1 04 4- A44 T491 OF 49,13 Al 7S 61 410WN4N IOMW 2"1 0 new sAw 5 A PlArV§ • PRIVATE CONTRACT P. #- PERMITS eVAWW /N WX 70 A10 Az Ile CA-APV 4iMAMW DEPARTMENT OF PUBLIC WO Sas a 1- RKS OMArdl C?A- it GRADING PLANS FOR: E vc. Az REZONE PERMIT NO. P61 -Oa7 4AP140. A444'Caj, /962 BUILT I t I I SPECIAL USE PERMIT NO. P61-007 APP149. M40W-5, 1-96Z cc COUNTY OF SAN DIEGO TENTATIVE MAP NO. 42-93 4 1 14, 1 - 9 8Z N 15470. TRACT NO. 4293 CCX"TY APPROVED CHANGES BENCH MARK prc DATE Appip/mid CALIFORNIA COORDINATE INDEX 320-1679 by PRC Toups "ce /'0 P Ve. 49r w041 Q. -VOWN (p"ar/2" / A DRAv D17rH 41211PPeT DEK 11111111TION: -9C 0140 Awaited R.J. Marmeman av (49 1 pi .41-ON6 IV. RD12Y 4# S14103 r r1 DIRECTOR OF PUBLIC WORKS go 2223 Avenida do la Playa La Jolla, California 92037 (49 SL/OWN ON AV4AOI;) j B a.c.a.zAll" c s Telephone (714) 454-9162 f AX COA? 01 4 7 U-dT 0 V'E ,0 - 0 'd-%5E6 W4 Sr 126MA& A rMCA 1. G **G&AM 4WOr, 'f'&V LOCATION: 6,VC1,V174.5 # V41LCA^1 If APIen- P�d ConqmW At -) 454r ACE 8CA46r RECONDFROM: COUA OF -IAN D14ECro Grading 7 4 LOZ03 AS BUILT ELEVATION: 77.089 DATUM: A pemet N 0. co FILE NO. 851-206-0 i i ROOMED I DEC 31 1882 WEC1210N ENCtT11TAS 0 BOULEVARD �. .__.A 1.5.0 G euaoi h x a h. 70 aI Q w WA L a r . I 1 T M Z h8 - \ n" r O d a 45 - ' 6 6aE CE7 ER OF I� ,, i PERAII ION TO 2 :1 al . w G / y 7 1 CA 4P'�IIYAOA R n • : ° ( � F oM. Rv ERT � s ���• I ?: tkI I zo SCAL /LOT a 4 RAP 4' t , (P1ARK) ` .. � it � «T4�} _?' . +� `• 1./ ... .., K- 4. frFP.S. OAY FlL,L LINE � I(A z /r , � A i } 4 I 41' I I I , i � V� \ SCdLE ! " =� 20' a �. Vr � 7 ��� I L z � �? �� I' , j, t S I \ mml OT i _ all v y —� Yoo c ' k " 7Y. "6" I- P MIT ' sr�eucrrvN 4 :_ � ` � o ,CVT�N PER 4$8 QQT�D 5�•31•B� It i� � �4 I , - BO ON OGQY f- ( jj i f ^ 4 d. P r T[�iCJ' jl ESE 77; m' 3 �_ _- _ --�- — -_-_ o *T _ ,---- R� Hv 3 C /JEI/PZOPE�2 T�,'!"llTS ��1C.AT /o/V 1 �cx A /d w ry PRIVATE CONTRACT �1 4 A S BUILT'. PERMITS M ET ' - 5 COUNTY OF SAN DIEGO _ �- 0. cr)� ��. Q DEPARTMENT OF PUBLIC WORKS SHEETS N , , 7C�/' cr) o er of"lr@6 CE 15470: _ REZONE PERMIT NO. P8/ - 067 4P,01140 M4,QCU5. /962 GRADING PLANS FOR: r ---- 1 1 + - - - - -- OFCGZA" 0,I Z.M /N. 3 Q' 3" SPECIAL USE PERMIT NO. P6! -OG7 dP PIv D M4,CW 5, /9B2 y t - � : , ',: ., � � � ;.� ; ' , ; _ _ . -- — COUNTY OF SAN DIEGO � N f. n ,. �1^ - /CEP PLANB O? /2 RVG. OPE4UdL "'� //Z �pIUS 77rYC�G r TENTATIVE MAP NO. dOPI�O dO0 /L /4, I9B2 m r .. c gas SXWN�,VNS� > TRACT NO. 4293 a .3'AI /`tom' A/ COLXVTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 320 -1670 �•+ � No. Dwtrirtion by - — a PRC Toups IpCfC I�RA!/V /a�'rPAN 1l.�t�l/.11L $l�Yl)N •/� •A ' TlAN -- _ AoP._s R.J. INNm•n & 044 � 14 • DE SCRIPTI ON: 01 $� �' •� Q ADD Ef.,Gf!TC IIVS. ,24.6rl/1lls3 -- If wo.k DIRECTOR OF PUBLIC WORKS _ ®A� CON -5T PERM /T /N.ro &, 3 B = a 2223 Avenida 4) IS FMaya Le IDNe, California 92637 AD SCALE * NO SCALL= NO SCALE 1 , g5 LOCATION: NE COQ OF LiQ /LaGE 7ZJdT OVEOAd�SES Br O nc.e.� elepfwne (714) 454 - 9182 // N A��9 v ENC /N /TdS VUGCdN Lai E RECORO FROM: COIlNTYOF SdNO /EGO "'7 L c � O $ y� AS BU /LT JY 1 ELEVATION: 77.Gd9 DATUM: A-f - 1h -83 hnnnNo. pcm Date I = = W d FILE NO. 851 -206 -0 r .. 01 t NIICK0kinYED a DEC 3 j Ja82 Cl. I 6KWI - 210N At D 1 L 1 i ,r de, N?� 1 ; I 2' j / 1 ^LLL CiOt.ITFOL. V^LLvCs '( N �- �I /z� j EL c,' Iri(ft5 QC>TVV) IF SlZ �e2VIck K ^X/A1I -A&F, ^T - rIM6 ` � ,�1 1 2 CIONTkCL 1lALVE5 M4Y C��. MQNl1AL IF -CE �YSTIn.t� 1 ea M WpARY DUP -INCr CDW ---,J `LtJcllnb 4 . IANta:rA� a�cla I �- (v��.l w rr�i ' > # �. �� I 1 4 - _ - 411 .co 4t"�iIJLiNE — - -SY 2AePRO �fX.R 01 � 4 •.l -v. x/151'^ t7�L I t7f�IV(; I L u QES M N WI�TFKYRCL^F v�T� WY ' -IF ELE - �IC.. F-r-V 1 CF, Is AVAII Ai-� } — 1 - < I 11 I 6 i I i i � I NOTE � 5 �ICtCPT .I. V2. U - 1 AS BUIL.TS PER PL N 1 s ` I I I I I . 'I 1 i ! FlOSE a1(35 SON I) "��K O F _ - -- 1 I 1 MAINLINE S i s I/VAILL5 cup PEtES Td � � SWET35 - p NOTiE A d _ I I I — - o s I F , I i i I I !�� - a -`• �� VIII ! ,II — ., _ • , -_'. -. � - -__ _ _—' _____. —_ �_ — - - _ _. Y/f � „ / /��(� � � a I` ♦ — . – PRIVATE CONTRA T, L �1� < 1 y -- "` b �--- —, - I S PERMITS covotrof. _ I — �u1LT, sls�. 11¢f°Wl�A1Y�tJ J . __- _ -- _ � • REZONE PERMIT NO. C� 8 1 - F J 6 - 7 A�ll� .3-5- � , �„ b — -- '•_. a -- - SPECIAL USE PERMIT NO. ' X67 /y�Y(p r_....." ��\ # 1187 t1' 27 85 r t/V(►JI V I ' Y �` X �rl� � TENTATrvE MAP MQ / OOIJNTY CI- iAf♦IGES BENCH MARK � cAIiFORN1ACOORDiNAtR t - 6Ne1iNiM ANrwM by Ow ` 7 A �'""�" 1 a �A aye �,. _J"!I � ,• � �� ` , "� � 5L, ; „ ' �,' � t!I• Zol -ay I �_ l;'aLltL'?' MI /N�p. 0( )" - Ty 4/ , ELEVATION; `< Mt P OMRMIC ACCUPNESS MEN NONNI 1 # V^ r- i .,R ttl 9b • - , f r . E, IkY fepC ., a l t a ' wlclso�lrwEO `, . } DEC 31 1882. bBEC12 Iltlxllxxllr _ h ` � _ NIIx '` NNNNtl11111111NlllNNNNx1111, 11NmNIN111NtNNNNNNNN11N1NNW111N111N111mIN11111NN11NNNIm11WIWWIxNm1111111WNIW111mxW /NWxIYMN/ ` I A IIINWmNNIWW _ , 111 • i WIIItl111tltlMMW11tl1111111N11xIW11111WWIW11N111NtlNlx _..___.,. / //� rc- Q 1 lW .. .i. moon •NxtltlWntlNWWlnmmmmxxlmmnmUxxx ml . _. -. _. I IWIxNtlItllIN1x111tlW 111tNNN1111111xlxtlNNINNINtl - Q 6 1 C 1 1 l o b 1 1%I 1 1 w r. I ' 1 . 1 l 3 �. v \.IO2 OF u 1111 FONT OF IYz ' � �, � 1 , � \ .� _ 2 "� '� DIAL- �/E,I- JAT6►� �Er+1/IG � l lA MF'( 512 - - ►/ Ylb J r 1 _ 1 1 �-• LO.A1 [�rIOtJ I.ATERAt 0. 1 Pv� MAINI<INF ` M tJ, 5 1.1 `f FFzOM FP'NT r(� 1 F� RE IL.pINCn W A DFz r l 1 R P=VRENCz AF J 1- � r: - !A rtrAly�lT FZJ`l. dyo I'VE r�P3�1LINE Q nnniii ._ ► a� cu NOUN cu _� Z F n qr � i Lu CL O f 0 Q �yq � t� I O in 1 Q Z O W i I l OF �IJIZE Ra cJILDINC� WALT -5� ! 3 - -{� 1 4 / IVZ I i IC , Z� , 13 AI - / — }' P CONTRACT PERMITS co TroPSAN�MESO LT � OEPARTNIENt OF TRANSPORTATION / REZONE PERMIT NO. B � � 7 � "�, - - D — Z SPECIAL USE PERMIT NO. �$I D67 Ar�"f�1/D. 3 -s- ay '` � Ir WG�a4tt'1pl l� �" 11�7 11 27' �i'S TENTAtIVE MAP Nd. f 1GT' F*R - \ - - -- -- COIJNT'YIAP0\/ED 0- IANGES BENCH MARK cAUFORNUCOORgINAtt >. I Z. i r IM. O�eri�wlr A�m�1 by Om DESCRIPTION: �l`{C1 AWmd A,J.Mnw11M ln�letltl�dr.•rM: a SHEET h I C DIAECTOA OF ♦r1ANlIOAtATION �tiar ,a S LOCATION: l�{E vC�I G �7fr oy1: ko �/I�IL I 1 21f IIECOROrooM: i:�1N 1Y �P �aN�I DILLx7 Y � " � ` i «�; �1 -.t 6 B S Pwlh ELEYATioN: 77�1`F� DATUM: I" s •� Dishop GIIA►xICBM00UW1E66 _ s • - AEOPfM NO •1]M I _ X � 1 , 1 I - _� . .�T'• . .. 4 . . T + "f a�6`.,..e bl�r!f8N�11 - i.f� _1 .. �an 1�•fr}._ ._.o.. .6 z >..a mcgowrIMED 1 DEC 81 1882 bKEC12101A i �YMB-) Mar�F Mo�E� � = o'� r _mil r� - - hOIJT JF F �IS� 1r�1ij ZI %.TF_ u BY U rt 1 — ►� - - ZII �J �`� PTE V,gLVE L - OCATE I� C�EE►.l YALYE t�:�� Lai G� 'r�;,(�(,,I -� r•r�� / `/ � � � QI � ©Ci�T� I"� I �- ��� '.� •. ?w � ]IC ��'G��'".t '" � i �r'l/,- � Tvr"a � - I �' 4r'JUPVr •�'�� �i�7��V � -�4:� �f - ���'�'..�.a l�'�'. -. 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I t I i•" ✓ PERMIT! - �T OEM T llF "All�p'RTATION r /- RIMMI PERMIT N0. 1' 8I pCv7 AI"I'�/CJ. 3 S SZ. _ - lRiQalll UtE PERMIT NO. P- .t�67 A YQ. . 32r ± ':k I r w M a ` TENTATIVE MM NO , { 'Y APF*;OVEO CHANCES BENCH RK w CAlti011 A �, _. r h' � sRM��rOA. Ky,: "VI� \ ..y 4�• � IF �b alAiiiT ! ;.x=I C.. # IV I V4 7 '7 /•1f�Orr N l�T'T ,. -_ _. -: . _. _ , .... -. , f -- ,q t. ` .�;r� 7 '�'� �� . •- .ti s't'. .' .. .. ...� i two { • .,> rt 1 . .. �d � t r _ , AM ,. 1� . M' ' ^ 1 N . ISHOV GRAPHICS? ACCUNUF SS f ORDEA%0 AI N92 �_ 1 I , ,.��" apk v S Y• I� [,E 1 Z t 871Y 1 s i r 1. , J � "sue._ , T '1 1 , .R➢ I "1 '� ', i • , ,' y _.. +'t'+.. � ) t �. i ♦ � .... �Y+�m,i4 �i °5�1, �.' �'�'. 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V M if -- - - -- �.6M 4120 CCUR{k[SS s, •'':; l R OR NO At2897 _. ,» .: , - f . . �'' - •.. . -'. ,w .' i .a r - , r � f / . t .. rte''" c.. � � k r •r- ;• ,, i J nL. V:..— .., -`f y � ,[., R'- / .rqt bx �.. } w:.. _ / _ W 7Y X11.:s, ....< �.F • Y&� .. - sros+i�i.�: •! r�>iNC ,.. .w.r :.... ,., i; . ._ ;,. . } : � 1 '. � .. J � 4, ° � �. , 1 x. ,F ,� K r -.. � � ._..siyp, -,. �:. ,.. ...i bm:s -,. •...i:.•u.� �` n on ir. «:,' :� i, i. •, .,, .'ualn4 -�;i, °� '' .. wlcuoblrwED DEC 2 j la82 .�-- , _ �„ bBEC121014 4 • y .n.lmwwm.fuww.rlwfwwl� �pwgMIMMMriMN Own"..nmwxrxwu..mnwrerm + } + _ j 11 r-^�"ul.. ..„.'� �' 4- ' - � X \ v " s I � TH 1l t+ 1 r t . se , N s r + 1 t 1 ; + r , 5 EcJLA LENM°cnl ` } (' + G SHY `rE — a �— y 2 �I } fi m 4 V . % � - t x 4 1 � 1 , I Q 4. L: + 1 I I A W f * i` +� Z G s IC cm i v - 4� 4 OIL . In cm ,d•~f µMl ` f O • i � � O ua ui a 1 1 I j in 4C j S Ul X cm aR -. 1 + ✓ ZA Ot,.I FA �Z 1fl u �( W Qhl{J�FZ ftT IM SEED NIIX 1 /AND LONIC:Wc J. 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L h LO�'E �%fzON� I�AtWL3E, 1187 I I 27'£ 5 TENTATIVE MAP NO. - _ -- T>GT N ©' �}��� CON UTY EO CHANGES BENCHMARK \ CALIFORNIA CGOROINA 3 r Adol IN. OweriFliM Appr"W by Do" •ESCelrrloR: '.i' c� 9� f _ Apowmad �.,. Mama N I e a...,M: SHEET aR[cso� ��af►� or TA ... � . oEcollo FROrE -- cp�rl � vl�va t �,,, � �?� � -I� 1, of H 1'i � 3 .1. 816NOF OAA%1N,•3IA000.N1BB W AEOPOEA NO AIM2 Gy mcuokirWED DEC 2 I Ja82 4 b9EC1210N A \ �p I - 1 � ' b• t I' -- - - -- -- a � +'�,� � , � I 130 - � I-+U, ;�, •��:_:?r - -�-� � Z ` t x p y e f 23 - CJGALYr''TUS ill *r I G T a, • E ° p • A a w + I ° 1 d i r .ry C/ a l ` h h I ` C2 V G Aj {'. �Zcu di 0 � u , Is w, I`i� : T1;MPC�RAt�:�1' SL,l� PL.�1 -i'i"I Palo (� S��W N� , c�r'•tl�Y "TO �3� � � � i a x a I N�'T"LiLlfif� 11= I7�✓>LC�PM�{ DF Pfs.RK IS I'�JI".It -u-�� Ir9M�pIA�.�.Y. � (�_• e�•8_Z.; �`% � ,.. n PARK f7�a./�`LG7�'t'1 �ItT PL,cat'fS L11 L.I SUPLRG�T - T}S� , f e a • �l 'a w �- y a 1� J— _ - - -- - I _ ° a • I U e� f I - n a r - Z C7 Cc r ✓ � 1 Cc SEf�� v Cf� TIS yl I It p ILI { ..l PRIVATE CON . k.!.. PERMITS COUNTY OF SAN DIEGO } I a I I ___ —_ _ -- -- — - ����- •- I U bE►ARIMENI OF TR ANSPORTATION EETt ` I , _ V� SH REZONE PERMIT NO. - p�81 P(o'1 3- S St SPECIAL USE PERMIT NO._ x , �t 117 II Z7•E5 r}Z°i A� q . 1 4.E�(J�I TENTATIVE MAP NO. � ' -- - - i% , l,cr No qza •. COUNTY APPFCVEO CHANGES BENCH MA11K CAUfORNiA COORDI IN D 37,0 E% O I c1 " A" d►r Dse• DESCNIMION'_ (!�i ✓1` DIFIECT 11 TFIANS En•lrwa •1 we.M I b111ECTOR OR TfIAHS /ORiAi1pN LOCATION: Gl7K Or- dR I ?t•�AT G(AS By n c E` COUNT y or^ blacoo o. 'I II —T � � EC � + - �./ 1 � 0'"44 ,• ,� // / L /. _ i.I.Y �6! ••rwtll NO. + - 11 EIEYATION: ORO FROM _ _ ATOM: M. -- •a Hpr, l RAPHiG$iAR:UPAF55 8• uFi NO A rye V , f . wa&owrWED _ l't"�t- v�clu DEC 31 02 Ao vAw� IE -IUrI� rb(pJ�ar �clPrn w../ "%Me %•y bKEC12101N I-tH�It7L.�✓ /&H t2 mvG 14HP Tiz P cm5 Ic.I r t4oT H �tl - I - o o I•JHer- t;L-L 1 To 510- &Vll- �+' 3 ,�,,� iftr "� All.. 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Z Q 4Gc1l� I. - r4a 00ow '3rJ rrue�- ert.a, �ov� r�N o in lT c TIP'rIF.1� cu Lrtb TC6 t" M'ot'I t� lari-►T - rype, rsrt• mii�lfl' ,�,�, 0 a z a - -� I� REMOTE CONTROL VALVE GATE VALVE SHRUB SPRINKLER HEAD TI+a `"Yj °I' T+ Test �- e6 y0 1 Q 1Twb To - Mrs 1►a V H o C1I I roC+T �r1ol°LD�/b L P1�jIDI� ro DI I t✓r v8t 711k.'• 0 Lu c � ~� _ ,m•L,6,. � �I•�.1► � t�uvq� -ran I"�-� Ti�� �Jr►"u�- � , *fV P rL_ k-_ vau✓p, I��'p 0 I'''� X �I ' 1 I � I � T°r°�n leioae� -5wvo7 Py PIO++T .I I . Q - -- 9 " � c� �`�el u �I� /,qGl�• +�,At- I���.. 1� -- - - - - -� . � f -, W a � ( rlorl C I Ih� l2 f r�'rI � z �� 1;1p• h'IAI�!T -I1�A Ybt r"j 1 X _ ° _:,_ - .' a ° Z I ro�Nvco��- u�i�e• i�T�••I Tla• -I� p.l'�c••�T /�N�� , • ''�P , n , •r , T�- ,; i�� � 4 P�pr,� -I�. �Mr��i.�a•TA. p t.P•TYI�r}Y1.1.� _ . _ ..... ...M Q 0 In IF ° ✓t'r<-I NI�I- - ' ��� 3 - E{iLI�f;A I�Ill.l. 4Ll�!'1 4 P1%'F+�N� 1 h j N 19 or} ✓I.O�k'. 3 t�l r b l� l'l-�o ` 4 � 1'IAX • TI}►�> #� A4&4 1p " T X �"9T F I II (o r x rf }o t. T2 1p c,�t F4I�i -1 lc,� G ►1 xa IoL. T'z 1 � '+-I PG I�T'I IGA J �1 W/ 2 - qoclr-- CL• g ) II II III Iiltl &,,k-z,arl LA t �r�•� ll��• �, .,.. ; neN► M rI ��lr�,�. - �� �.} pv I I I„Ijl� f --lu► rt►+-I� -Iw 10.5 �I�- +�1L.�1,� �•I�rr� 1'' 12 �w•e�+nita..� �r� 0 all If W ► OATIaN ewNTf�L 5 ur -ior� 1uM 1�� �z l I 1 � �� YZ. 5 I�irl ©t-I lUM p ZU —11111 v�v� .�I/brlioH - r " - TYpIG° 1`' ```1111 W MIN• - (`�PICf'L lOf{G. Ilil it III - t�P��',/� — �Z T�r�t, �I tern /fly 47 T�T"P'I sE ��s/•� -P-� ���i �vG _ice I II►1 , .r��/G lf�Tt►l� PRIVATE CONTRACT -• _jI IIII_ III�III�._ °IIII- I �, _ # 1 11 4 ", l -} PERMITS SHEET I(Il p III N I II H { � � _ COUNTY Of SAN DIE RT 1� tie f = =,111_ 11f X111 � _ I 'T ? Ili P1.t� t�� It3Le 96.11 li Ir' II� I L I 13 DEPARTMENT OF TRANSPORTATION tHEETt m z 1. I � ��� — to Ilf f = I r� lll `� T .� ' ` P.' I REZONE PERMIT NO. 0&7 Ap1'Yi7. $ -S $ y . o rT4 I�G pIP� IIII 1 1!� i Ilyl� I IIIF ��! �-t.N IIII o 'a$ �� �il L"p>(� _ ��'K�,Gx ..�aEtitna.� SPECIAL USE PERMIT NO. - 11b 3 -sr_$Z ��� - II o I bq� = Ill- I -I� . To psvE ,► .�a 1 .- �P -1'- oC'- t�-1J # 1187 I 2 85 / I � I p = �i7/ /� o a tu �MI It`1 =a 111 w l{I .'= OI••II.- `I'll III =11 = 111I�1111Icl I 7 TENTATIVE MAP NO. �/oVl V O � ��� 4' �.Vv -- N , 9Z 4 I -.IIL °Y M� 2 COUNITY APPROVED CHANGES BENCH MARK 'T O q3 - I� CALIFORNIA COORDINATE INDEX__3` I li i ^. /III 1 _= I �p,�•, ls�f► /p l- N.. oac�ru.� AppmvW by 06% OG C7) dt ty IIIIII11= dill DESCRIPTION: Apprered R.J. MnwnM sl warA: SHEET i I II""" 111k i DIRECTOR Of TRANSPORTATION LOCATION: - PR- ROTARY IMPACT HEAD EcORO FROEI:- la % nlgoV MANUAL CONTROL VALVE a,5 >�rL_ � ��/8�� ; - n.•d1" L2Z ELEVATION: 'ATUP! yx' "�? P„,nnNe. OF HlHa M. BISHOP GRAPHICSIACCUPRE - SS REORDER NO Al2892 .j aFTR ., x .>m rP•$v. ,. -e. R .. re . .- - v -..a. . ^vrCv" - -.t .. . -. ...e ,^^"!T' . -. . .,. �- '3wsAeR^....._ ti. .h- ,. __ ..... . v . . , . b. ,., .. .. -'in.. aF ... "�".. '•t'('. .. .. - ,. �? r.. ll7r"f' Via'" .'.. ro S. `. �`- v • :d , r: . rc '...w.. 1 v: I i .bl( .... W5 fyF . F ,+r,, •. . - 4 ,i °'J - ,.R. �i c , '., ,.. �j•1-. • _ .., .., /L. :... ... . l'... V , ,.. 1. , ' F : tea- ' ' ,' ,,T. Nr.. e u ' 7: MIIC)�IEiNEO • DEC a 14882 HEADERS - • bKEC121 DIMENSIONS - LL_ ' 4—do I FRONT BACK O H FALSE HEADER 2 FT. HEADER 3 FT. HEADER 412 FT. HEADER STRETCHER STRETCHER — = I �" 1I A JQU Ir"" # t I l u 1 l u 1 1" 1 R 1 ;11,1 1 1111 A I— 2 / 2— 6 1 4— 0/ 5 0 —9 F— - - -- I I IY CLR. (TY • 7" BI =7 B2 =6 7° 7 R 4 11 411 W 1`u' - -- I P.) B 47 HEADER . C G F C 10" C1 =11 C2 =12 II" II" 6 6 (n ____ D l i s DI = 214 D2= 3 " 212 2 I It I" B RAD P 2 2 —{K T E I u E I =112' E2 124 1 2' 172' 3 37 8 IE F 8 8 8" 8 " — — 3 1_ 011. G — 61 11 6 11 611 — — H ' 1 — • co A D H 4 11 4 11 4 .1 4 1I Q . .. 2i 11 2� 11 1' a n 4 2 2 e 1 12 CLR. (TYP.) 3' HEADER I R 1 11 I R I I. I II • C JI =q X2 =1/2 (4 /q — — - - -- G F K — 11 at II I$ 1 121 — — Q L I B I RA D. 212 L E RE -BAR SIZES — — * 3 * 44 * 3 .. 2'- 0" z ' UNIT WEIGHTS 30 LBS. 70 LBS5 LBS. 125 95 LBS. . 95 LBS. 13 LBS. r- BI A -L B2 6 2' HEADER - - -- CI F G E2 C2 - - O x q Lu - - -- I - -- NOTES C-1- m. — • 7E 1. STRENGTH OF MATERIALS DI D2 f c A. COMPRESSIVE STRENGTH OF CONCRETE O ' = 3250 PSI c in � C B. YIELD STRENGTH OF STEEL IE �D f Y = 60 PSI L --- 2. MANUFACTURE A. CRIBLOCK UNITS ARE NORMALLY MANUFACTURED _ * , FALSE HEADER C F BY THE "DRY- PACK" METHOD. B. MANUFACTURING SITES ARE: Q ° .1 �I B �� .) I. RETAINING WALLS, INC. -- - - --- II ='iF -= 4500 OAK GROVE DRIVE Y Y LA CANADA, CA. ; r 2. RETAINING WALLS, WC. Q �f END VIEWS SIDE VIEWS VALLEY AVENUE 0 PLEASANTON, CA. Z V - -- ' C. "WET — POUR " MOLDS ARE ALSO AVAILABLE FOR Q ON —SITE MANUFACTURE WHERE NEEDED. (j STRETCHERS R{E B A 'I E � E I FRONT [ 11 C ------------- - - - - -- (- �.. STRETCHER —L �J° 11/2' CLR. (TYP) B A E W. J?Y N W/L 50n1 - rE =71 �. BACK STRETCHER Ec Y� 1 1�=-T PRIVATE CONTRACT _ PERMITS S HEET COUNTY OF SAN DIEGO D �' to l y2 CLR. (TYP.) --� I- I TC 14 DEPARTMENT OF PUBLIC WORKS SNEETS RY6� �g„1 REZONE PERMIT NO. FZL.E 2ZG71 GRADING PLANT FOR: FF END VIEWS TOP VIEWS SPECIAL USE PERMIT NO. � oc 7aPPVD.MA/KU5,l9B2 COUNTY OF SAN DIEGO TENTATIVE MAP NO. 11293 dPPVO. d00 /L lQ, 19B2 CoLrVMY APP CHANGES BENCH MARK TRACT NO. 4293 CALIFORNIA COORDINATE INDEX 320-1079 fig. DelcriptlOR . Apj roved iy Oils DESCRIPTION:- _. _ Apprw.d R.J. Meamen 4 9C DIRECTOR OF PUBLIC WORKS Z LOCATION: A/6 COQ Ok 4Q /DOE 7U47 OV,6,0504, El Br /J' EA1C Q VULCAN /, / /� , W ' 0. RECORD FROM: COUn/TYOF.5AHA9 /EGO Gv moo" ` Drooling L OZ03 W AS 15UI - - ( 1 4 /4 ELEVATION: 77-dOe OATUM: M-6-4-- y1L�♦� Permit NO. Dole wl FIIE NO. s5 - - J - � - a` 1 y r 1 r ld rte«'. `lid ,._+++ : • '> .- ...,___.��_...•, —.. -_ ..- -•y-•} hex .;Y.:r.aS"^""9mIR'°M"^i,.yr ^.. _..._�--- .-.._ -... ..,�. -.- +^r... -. .c....,. rr ., • HIC11001 RED DEC 31 1882 ` bl&EC121014 FRONT STRETCHERS PLANTING AREAS FALSE- HEADER BACK STRETCHER HEADER 0 (TYP.) . TYPICAL } II R 1 II 1 II 1 II . (TYP) (TYP.) (TYP.) I-3 2 -6 1 2 -6 2 .6 I -3 Ljj I r � e/r /Ill Q 0 4w4/ „an 11 '.. 11 Lu i�l 111 Z t ''i OD cli Lj m - -- - - - -- - -- - -- a _ r - ALTERNATING v JOINTS (TYP) .1 •_ BACK STRETCHERS NOTE: HEADERS MARKED WITH "x" V„J a. ARE FULL HEADERS. ALL OTHERS USE D A S CLOSERS ARE FALSE HEADERS. I II FRONT STRETCHER (TYP) ALTERNATING 1 (TYP (TYP) JOINTS (TYP.) ELEVATION (TYPICAL) PLAN VIEW BASE COURSE (TYPICAL MULTIPLE DEPTH WALL) � - 0 - co •. .. • • V. VARIES CHp (VARIES) VARIES (VARIES) . qr SURi F SURCHARGE rn - It FALSE HEADER (TYP j i ANGLE O LEVEL FILL ` ANGLE EVELRCFILLGE l /V / - _ _ ___ _ _ _ - _ _ _ _ CONSTRUCTION NOTES : V / I l2 I) USE OF FALSE HEADERS O BACK STRETCHER (TYP) FRONT S RETCHER (TYP) I MO A) FALSE HEADERS ARE NOT ALLOWED AT ENDS I (rrPT OF WALLS OR IN TOP COURSE OF WALLS. c , HEADER (TYP) I I B) FALSE HEADERS IN BASE COURSE OF A I I - A MAY CREATE DIFFICULTIES I z I SINGLE-DEPTH WALL IN CONSTRUCTION BUT DO NOT SIGNIFICANTLY Z la I REDUCE WALL STRENGTH. Q RETAINED 4 I a slNC�f D fPTh RETAINED 4 �a C. FALSE HEADERS ARE NOT USED IN INTERIOR OF J HEI HT - H W al HEIGHT cn I - H la MULTIPLE -DEPTH WALLS. 12 "MODULE (TYP I a Ic 2 ) UNSUPPORTED HEIGHT AT ENDS OF WALLS NOT TO 0 z i J SIryGL DEPTH W EXCEED 4 FEET. Q k k ti 0 1 a ALL 3) TOP STRETCHERS SHOULD BE SECURED INTO POSITION V z Fn �a BY USE OF EPDXY. Q c I Iz 4) ESPECIAL NOTE SHALL BE TAKEN OF ALTERNATING - DOUBL 2 I<n JOINT CONSTRUCTION, AS SHOWN IN TYPICAL Lf DEPTH WALL l� ui CROSS-SECTIONS, BASE COURSE PLAN VIEW, AND GROUND I ELEVATION. LEVEL GROUND LEVEL VARIES I' MIK i TRIP N VARIES Lf EPT I' MIN. 1 1 /n 4� HORI WALL ZONTAL HORIZONTAL I _ 7 -81j E oEPT iV E 4 EFFE� 3 1, E OEPrH CROSS 'SECTION CROSS SECTION w. RAN w /csov ,P (TYPICAL MULTIPLE DEPTH WALL) (TYPICAL SINGLE DEPTH WALL) 11 AS 51I1 L_T PRIVATE CONTRACT PERMITS IME ET COUNTY OF SAN DIEGO ? a W RYAtl V1)LSDL) 1 p4,T� �J DEPARTMENT OF PUBLIC WORKS s►tTS 0 RGt. 22 67I REZONE PERMIT NO. GRADING PLANS FOR: Q r SPECIAL USE PERMIT NO.'S - (20 7 4GPV0. MAlK/J 1 9462 COUNTY OF SAN DIEGO 0 TENTATIVE MAP N0. a293 4 dOD /L 14, 1992 C DUW TRACT NO , 4293 � Y AFf CHANGES BENCH MARK a' Me. Ma/ywNI. A,*"dw pay CALIFORNIACOOROINATEINDEX —20 -1675 OESc RI►TION OC_0140 W -- Ayptw.d R.I. M...mm DIRECTOR OF PUBLIC WORKS 6 _ Z LOCATION: NE COQ OF,0 glDGE 7L/dr OVEDf0dS�5ES B 1� ENC/N /rA5 41 VC/LCAN p1, N RECORDFROM: COUA"YOFSAND/BG© _ Grading O/)/�� d AS LJ UILT _ �� $ ELEVATION: 77.0469 DATUM: Alf-6.1— y D ole a.rmitNO. �Pfi 3 on. ....FILE N0. ash- s -I�s: 2' -0" _ 3' -0" MIN. I FOEC ourWED MIN. JN� O t 31 J88 2 ov�jO ` 2' MINIMUM C1210N Y°� � Z � ✓ � � niF „r, . r q3�t I..- ,,, r • u + :lrrm u 1, W s�4' X 11 NOTES: W `�� m NOTES: �g8 I) DRAINAGE SYSTEM SHOWN IS I) CHAIN LINK FENCE OR FOR "WORST CONDITION” WHEN o 0 OTHER APPROVED ALTERNATE. i0 Z cn SUBSTANTIAL GROUND WATER Ote °Jj 7' - 6'" CENTER TO N SEEPAGE IS EXPECTED. OTHER 2) POST SPACING 5'— 0" DRAINAGE SCHEMES MAY BE CENTER. ^' DESIGNED 8 DETAILED BY CE ` PROJECT ENGINEER. u 1 2) RECOMPACTED SOIL ABOVE: 8 BELOW ROCK LAYER of TO BE OF IMPERVIOUS o MATERIAL. J I o0 4 No ,,.. o 2 " -0° y'C MINIMUM I' WIDE MIN. 0, DRAINAGE LAYER ,o 4" SOLID DRAIN b MINIMUM 4" PERFORATED NOTE: SPECIFICS OF CURB 9 PIPE 5 '/. MINIMUM DRAIN PIPE. TO OUT I =0" GUTTER MAY VARY TO MEET GRADE IF SHOWN ON o04 END OF WALL IF SHOWN ON JURISDICTIVE AGENCY PROJECT PLANS. PROJECT PLANS. MIDI REQUIREMENTS. z � - o It It _`19 z V N DETAIL I - DRAINAG E BEHIND WALL ' DETAIL 3- CURB & GUTTER ry DETAIL 5-CHAIN LINK FENCE (— CI) 2' -0" z • MIN. O re 2'-0" 2' - 0" 3 _ V MIN. MIN. a NOTES: MIN. VARIES VARIES U CLEARANCE BETWEEN BOTTOM OF DITCH 8 NOTES: CRIB MEMBERS CAN VARY TO "0" MAXIMUM MIN. vPR�ES I I) POST 8 BEAM GUARD RAIL Z NEED NOT BE MORE THAN I' UNLESS A LONG N �'•" ! PER CALTRANS STANDARD �l STRETCH OF LEVEL WALL REQUIRES MORE TO h % . PLAN A77-CS OR MAINTAIN A MINIMUM 2 % GRADIENT. Z\�P ' 6 2 A77 -CW, OR APPROVED 3 " -0 2) SPECIFICS OF DIMENSIONS 8 DESIGN OF - -� EQUAL. // . c LL. s i V -DITCH MAY BE VARIED TO MEET REQUIRE- O' OR 7' -6" CENTER TO H VARIES TO 2) POST SPACING AT 5' -0" V MENTS OF JURISDICTIVE AGENCY. a k , 3) IF WATER IS CARRIED FROM ABOVE DOWN A 1 CENTER. ITCH AT RIGHT ANGLES TO THE 1 a � DRAINAGE D COLLECTOR DITCH ON TOP OF WALL, A SPLASH GUARD ARRANGEMENT IS REQUIRED TO AVOID Z U WATER FLOWING OVER FACE OF WALT. (TO 4 BE DETAILED ON PROJECT PLANS) 4) DRAIN PIPES OF SIZE 8 SPACING AS �� 4 0 SPECIFIED BY JURISDICTIVE AGENCY. (MINIMUN 4" DIAMETER) EXACT LOCATIONS OF DISCHARGE POINTS TO BE SHOWN ON PROJECT PLANS. 4 NOTE THAT DRAINAGE DOWN- PIPES ARE NOT / REQUIRED WHERE COLLECTION DITCH DISCHARGES AT OR CONTINUES PAST END OF WALL. NOTE: SPECIFICS OF MIN. SIDEWALK MAY VARY TO MEET JURISDICTIVE AGENCY / REQUIREMENTS. - DRAINAGE ARRANGEMENT ��� MIN. SEE NOTE 4 . VARIES VARIES W. kY4AI WILSoN RCE ZZ671 DETAIL 6- GUARD RAIL I, S �tJ PRIVATE CONTRACT DETAIL 4 - SIDEWALK PERMITS i T COUNTY OF SAN DIEGO /7 N DETAIL 2 -BROW DITCH I` a� DEPARTMENT OF PUBLIC WORKS SHE REZONE PERMIT NO. GRADING PLANS FOR: •v�l. R`C1su Vli\LSo�a, DAB I lZIC.E 22 c I SPECIAL USE PERMIT NO. Pdl 007aGPVD.MAUSU COUNTY OF SAN DIEGO TENTATIVE MAP NO. '7 °93 dPPVD- 4001L1Q,19B2 TRACT NO. 4293 P COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 320 -1676 • •,,,� No. Description AOOnN1 by Diu DESCRIPTION. OC 0140 DI R.J. M.--an — — DIRECTOR OF PUBLIC WORKS Z .VE COQ OF. — R"'00B =47' OVEQALI�SE.S E By' LOCATION: ��G(/ LO+•/� D ' NC /N /T.1S -0 VULC4N r r i k fl G I RECOROFROM: C'CU�yCF3�1N0 /Eric Gr.aino LOZ / " QJ B IJtLT' I 6(J �8 ZZd6& DATUM: rN S. L• Y� 1 D L t " �8�_ Permit NO. ELEVATION: ..FILE NO. $6 i g � . :.• _ ' i'� R:p , � r ... ,.. .�.. ., ".} " >J�{=��rr Jt :w a ' ­fia . - � T _ ._ . .,. 77 -_,l -;a DEC 2 I bKECIL$ION DESIGN TABLE DESIGN NOTES: 0 SURCHARGE LOADING MAXIMUM HEIGHTS (FEET) TOTAL MAXIMUM BEARING 1) A CRIBWALL ACTS AND MUST BE DESIGNED AS A GRAVITY -TYPE WALL TYPE RETAINING WALL. I HEIGHT PRESSURE (P. S.F.) y„ 2 TRAFFIC 2 I 1i I HI H2 Hs Ha Hs A) SLIDING RESISTANCE IS GENERATED BY INTERNAL SOIL FRICTION (0), W C -41 X - - 10' - - - - 10' 2500 COEFFICIENT OF SLIDING ALONG BASE = TAN 0 _ `�� iu C -42 X 9 10 B) AVERAGE DENSITY OF CRIBWALLs IN PLACE IS TAKEN TO BE 120 07 - - ' � - - - 19' 3700 POUNDS PER CUBIC FOOT (BASED ON 115 AND 150 FOR SOIL AND C -43 X - - 9' 9' 10' - - 28' 5350 CONCRETE, RESPECTIVELY). C -44 X - - 9 ' 9' 9' 8' - 35' 6400 C) A VERTICAL LOAD EQUAL TO 1/3 THE HORIZONTAL LOAD IS APPLIED AT THE REAR OF THE WALL (ALONG ANALYSIS PLANE). C -45 X - NA NA NA NA NA NA NA 2) EFFECTIVE DEPTH OF WALL IS FROM FRONT OF FRONT STRETCHER TO co C -41 - X - 14' - - - - 14 1950 BACK OF BACK STRETCHER. , ^ C -42 - X - 13' 10' - - - 23' 5400 3) TO ATTAIN NECESSARY BASE WIDTH FOR WALL STABILITY, HEADERS (J, C -43 - X - 13' 9' 8' - - CAN BE INTERLOCK- STACKED TO CREATE A MULTI -UNIT BASE. 30 7125 (SEE TYPICAL MULTIPLE - DEPTH WALL CROSS- SECTION, SHEET 2 OF 4 ). C-44 - X - 13' 9' 7' 6' - 35' 7650 4) IF BACKFILL WITHIN THE WALL IS NOT FREE-DRAINING, A LAYER OF FREE - C-45 - X - NA NA NA NA NA NA NA DRAINING MATERIAL MAY BE REQUIRED ALONG THE BACK OF THE WALL. IF SUCH IS PLACED, A PERFORATED COLLECTION PIPE CAN BE PUT AT C -41 - - X I I' - - - - 11' 1775 THE BOTTOM OF THE_ L4XER, DISCHARGING AT AN END OR THROUGH THE FACE OF THE WALL. ( SEE DRAINAGE DETAIL SHEET. 3 OF 4). Q C -42 - - X 10' 8' - - - 18' 4300 5) AS SEEN BY EXAMINATION OF THE DESIGN TABLE, EACH WALL TYPE (C -41, -' 4 C -43 - - X 10' 7' 7' - - 24' 5950 C-42, ETC.) IS BUILT A MINIMUM OF 2 COURSES. FOR EXAMPLE, A w , C -44 X 10' 7 6' 6' 29' 7000 12- COURSE WALL COULD HAVE 12 COURSES OF C-41 OR 10 COURSES OF Q - - ' - C -41 AND 2 OF C -42, BUT NOT II COURSES OF C -41 AND I OF C -42. C -45 - - X 10' 7' 6' 5' 6' 34' 7975 Uj li". - 6) THE DESIGN TABLE INCLUDES DATA FOR 3 SURCHARGE LOADING CONDITIONS. - J__- ASSUMPTIONS SPECIFIC TO EACH OF THESE ARE AS FOLLOW: ' 2 TRAFFIC SURCHARGE Q r Lu P - A) 2' PLUS TRAFFIC z r IQ EQUIVALENT FLUID PRESSURE = 36 PCF, z WALL 1 1� 2 PLUS TRAFFIC = 4 LEVEL SURCHARGE. BgSE W/ T Iy a. O TAN (6 = .58 D H h r n C`4/ IQ B) 2: I SLOPE v ' 4 - /to 42 is C' EQUIVALENT FLUID PRESSURE = 45 PCF. / 43 C, 4 z (BASED ON RANKINE'S FORMULA, 0 = 30 ° ) 4 C 4 w 0= 30 ° , i SINGLE 9 /8 _ 4 5 l a TAN = .58. DEPTH - C) 1i Z 2 : 1 SLOPE EQUIVALENT FLUID PRESSURE= 60 PCF. Q (BASED ON RANKINE'S FORMULA, 0= 33 0 41') 2 I 0 = 33 ° 41' 0 - y o , N2 � i TAN 0 _ .67 4 / i� ALL DESIGN DATA ARE BASED ON ra : 1 WALL SLOPE.` DOUBLE a Q DEPTH I I 7) ASSUMPTIONS NOTED IN 6) ABOVE ARE GENERAL, AS ARE DATA IN THE Q V I av I J DESIGN TABLE. IN MOST CASES, IT IS APPROPRIATE TO RELY ON A SOIL Z y / is INVESTIGATION FOR SPECIFIC ALLOWABLE FOUNDATION PRESSURES AND H3 j ( z a z LATERAL LOADING, AS WELL AS OTHER SOIL PARAMETERS REQUIRED FOR DESIGN. z / 8) OVERALL STABILITY OF SLOPE WITH WALL IN PLACE MUST BE ANALYZED. U) N TRIPLE / la (RETAINING WALLS, INC., DOES NOT OFFER THIS SERVICE. THIS IS DEPTH / I TYPICALLY A RESPONSIBILITY OF THE SOILS ENGINEER). 9) IF GROUND SLOPES AWAY FROM TOE OF WALL, A REDUCTION IN Hy ,/ ALLOWABLE FOUNDATION PRESSURE OR A MINIMUM HORIZONTAL SETBACK FROM FACE OF BANK MUST BE CONSIDERED. / QUADRUPLE j \ 10) DESIGN TABLE PROVIDES DESIGN DATA FOR WALLS UP TO 35 FEET DEPTH / HIGH. IF HIGHER WALLS ARE NEEDED, CUSTOM DESIGN IS REQUIRED. w v I la 11) ALL WALLS AND DESIGNS ON THESE STANDARD PLANS ARE SHOWN AT r . 1 WALL SLOPE ( BATTER). IF STEEPER SLOPES ARE NEEDED, CUSTOM `f a �N DESIGN IS REQUIRED. x / QUINT PLE% / z �jla / DEPT H / I W. ,,4V WILSON RCEZP67/ l �f -- P CONTRAC"�' '- PERR/)ITS I WALL TYPES �_.� �� ,) > W• RY4N V�1% S IN 'A UAW REZONE PERMIT NO. DEPA�F{TMBpTC1FT PUBLIC WOWS fZG� Z Z Gl7I GRADO PLANS f olR; y ' SPECIAL USE PERMIT NO. P61-007 ,4E V -, A<44 ,:L COUNITY' " TENTATIVE MAP NO. gn93 C�l.lNTY A D HQfvI�ES ` ` )'(/IARK of -'- TRACT !NO. 4 Br NCH �, ;'' "` A fi X .120 41 z ,? u a Disc ItwriaN __� o ' , r �. b . _�. _ r4 __���+. - . r 4 a • i age, .y W T`4t� , Y S ^ .�.. �rrr i( i LOCATION- /✓E R a� a .:< 'a>M v � 1111 I c r r .� ;. ` ,: ia �. i ", � "'. .:,, d T�++...•d a • , x F d .t - d• f'+44.Tf .: u. .• { :. i. •,.. _::y Y r .:.. . ,F ' . �.3 '' o- _': .r a.... ._ r 4 ... • ,Fr 'W i. ... .. -. Y � , 4 T a l: 3 .. . r iG.n �' is a , w �V L ,. - , • r i m , r s , 1 J r. :.� 1 rM � 11: il� f- � x,. .. ,. . a. _. ,. ,,, ,.. .. .:: , <, .... ., r( E. xe• '.F.�: .: -. — .x.. r , +. T !'f' \YID'vvT. x �.'.1.6^ rb..P j # "�4 • '�