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6050 LEGEND N A N WORK TO BE DONE: TA ; FE DR INDICATES GRADING PLAN ' 1. APPROVAL Of THIS GRADING PLAN DOES NOT CQNSTITL/TE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE } DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO ` ii SHEET NUMBER i I APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OE COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS l I I ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY MAO AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 5 INDICATES STORM DRAIN PURPOSES. STREETS AND STANDARD REFERENCE DRAWINGS. ° s s ' PLAN SHEET NUMBER 2. FINAL APPROVAL OF THESE GRADING PLANS ISS($"CT TO INDICATES LOT LINE I FINAL APPROVAL OF THE ASSOCIATED AMIROVOWIff PLANS WHERE APPL /CARL E. FINAL CURB GRADE EL EVATIOMIM lD DE3CRPTION STD DWG LEGEND O I x AV INDICATES SUBDIVISION BOUNDARY 5 I MAY REOUIRE CHANGES IN THESE PLANS W . T BANK (SLOPE 2:1) ." ` 1 R XFOR AY I LOT 5 j 3 IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL FILL BANK (SLOPE 2:1) (SHADED) t o s 41APT� �� �i/ I LOT 4 I SITE. A CONSTRUCTION. EXCAVATION OR ENCROACMNT I I 4 1. PERMIT F ROM THE DIRECTOR OF PUBLIC W ILL BE Y. PROPERTY BOUNDAR T 3 i © PUBLIC ME REOUIRED FOR ANY W ORK /N THE COUNTY R /GMT•OFWA LOT LINE (NO SCARE) j \ +� I �.- f S. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN trrxt +� s� SITE ' I I ACCORDANCE W/TH SAN D /EGO COUNTY SPECIFICATIONS. FINISHED GRADE CONTOURS - - FINISHED GRADE ELEVATION WORK SMAL GI VICiINI Y M +� / I I E. THE CONTRACTOR SHALL VERIFY THE EXISTENCE ANQ 650.5 I LOT 1 LO sroRR DRAIN T 2 NOT F E AL L L OCA TI ON TH �sED VEN TO i THE PVC STORM APA /N NOTE: t I � 1 _ I J FOLLOWING AGENCIES: EXISTING GROUND CONTOUR . SAN D IEGO TELE 97 239 -7511 630 -- PVC STORM DRAIN PIPE IS APPROVED ON THIS PROJECT, SUBJECT TO THE /' I PACIFIC TELE PHONE E 6 CT - 36 - - FOLLOWING CONDITIONS: �_�✓ I I CATV: NORTH COUNTY CABLEVISION 942 -9944 - - - - THE USE IN DEX KEY MAP N SEWER: - ARDIFF SANITATION DISTRICT 565 -5657 . OF PVC IN THE STATE RIGHT -OF -WAY IS NOT AUTHORIZED. i WATER: SAN DIEG WATER DISTRICT 753 -1145 RETAINING MALL C -2 -1 1 �� SCALE: 1' -200' 2. ALL PVC WILL BE BACKFILLED WITH ROCK 1 FOOT OVER THE TOP OF C 7. A SOILS REPORT MAY BE REOU/RED PRIOR TO THE TYPE 'A' CLEANOUT D -9 = = PIPE OR AS APPROVED BY THE COUNTY INSPECTOR. TRENCHES \� i OUTSIDE OF PAVEMENT (ROAD OR PARKING AREA) WILL BE BACK ISSUANCE Of A IUILD/NG PERMIT. 8 APPROVAL Of THESE MANS BY THE DIRECTOR Of PL/RL/C CALTRANS TYPE "X" CLEANOUT, (SEE DETAIL SHEET 6) / FILLED AND COMPACTED TO 90% RELATIVE COMPACTION. TRENCHES WITHIN PAVEMENT, OR FUTURE PAVEMENT, SHALL BE COMPACTED TO 15. 6RAD /NG ACTIVITY /5 P1?0A00ITEO BETWEEN OCTOBER / 4NO APRIL / WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING -- I Of EACH YEAR. TO BE PER'ORMED UNTIL THE PROPERTY OWNERS PER p 90% RELATIVE COMPACTION, EXCEPT THE TOP 6 INCHES WHICH SHALL MISSION HAS BEEN OBTAINED AND A VALID GRADING SANDBAGS CtptDOO BE COMPACTED f0 95% RELATIVE COMPACTION. 3 1' -G" A) AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER PERMIT HAS BEEN ISSUED 3' CONCRETE GUTTER (SEE DETAIL THIS SHEET) t THAN OCTOBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED 3. TRENCHES IN PAVEMENT OR FUTURE PAVEMENT WITH LESS THAN 3 `� 9 THE DIRECTOR Of PWLIC WORKS' APPROVAL Of THESE FEET COVER SHALL HAVE THE PIPE ENCASED IN CONCRETE 1 FOOT WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY PLANTS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL stroo ON PLMS 2• - "R THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN OCTOBER 1 " '' PLANS Al OF ANY FOUNDATIONS FOR STRUCTURE'S IC BE PAVING OVER THE TOP OF PIPE. CONCRETE SHALL BE 520 - C - 2500. AND APRIL 15, APPROVED SLOPE PROTECTION MEASURES SHALL PRO- PLACED ON THE AREA COVERED BY THESE PLANS NO LEGAL DESCRIPTION 4. PRIOR TO INSTALLATION OF THE ROCK OR CONCRETE CEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE WAIVER OF THE GRADING ORDINANCE RE OU IREMENTS , THE LINE AND 12"R 1/2 R PORTION OF SOUTH EAST QUARTER Of SECTION 22 AND THE NORTH GRADE OF THE PIPE SHALL BE APPROVED BY THE COUNTY INSPECTOR. WEAKER PLANE J01NT CREATION Of EMBANKMENT SLOPES. CONCERNING NINWLW COVER OVER EXPANSIVE SOILS /S EAST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, RANGE 4 MADE OR IMPLIED ISECTIONS87403 B 874101 ANY SUCM WEST OF THE SAN BERNADINO BASE MERIDIAN. COUNTY OF SAN CONCRETE GUTTER 89CT1t7111 4 1/2" B) AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15 WAIVER MUST BE OBTAINED FROM THE DIRECTOR Of Oft DIEGO. STATE OF CALIFORNIA. NOTE: CONCRETE INALL DE $17 -C -2500 FOLLOWING THE PLANTING OF THE SLOPES. NO SCALE 10 ALL OPERATIONS CONDUCTED ON THE PREMISES. C) SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE INCLUDING THE WARMING UP, REPAIR, ARRIVAL. OEPAR- COUNTY DEPARTMENT Of PUBLIC WORKS IN UNPAVED STREETS WITH TUNE OR RUNNING Of TRUCKS. EARTMMOV/NG EOUMBMENT, GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED DR EXCA- CONSTRUCTION EONMMIfNT AND ANY OTHER ASSOCIATED OW E /PERMITTEE GRADING EOUMMENr SMALL BE LIMITED t0 THE PItA00 PIERI- DEBBAS ENTERPRISES C.I.P.C.P. NOTES LOADING (D -2700 24, VATEO AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL BE 921 SAN DIEGO, CA 921 BETWEEN 7.00 a.nl AND 6:00 p.m. EACH DAY, MON10AY 8504 COMMERCE A SHOWN ON THE PLANS. THROUG SATURDAY, AND NO EARTMMOVING OR GRADING 21 VARIES 12' 1 ' VARIES (TYP) LEFT OR RIGHT OPERATIONS SMALL BE CONDUCTED ON THE PREMISES ON CAST IN PLACE CONCRETE PIPE CONSTRUCTION SHALL CONFORM TO SAN DIEGO STANDARD SPECIFICATIONS ACI STANDARD 346 - STANDARD SPECIFICATIONS CONTRACTOR TO INSTALL D) CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL SUMDA YS OR MOLIDA YS. SITE ADDRESS FOR NON- REINFORCED CONCRETE PIPE AND SECTION 63 CAL TRANS STANDARD 2' 1 CONCRETE PAD PER RSD W.11.1 BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF 11 ALL MAJOR SLOPES SMALL BE ROUNDED INTO EXISTING NORTH OF SAN DIEGO ON I -5. 23,837 ACRES; SPECIFICATIONS MODIFIED AS FOLLOWS: 5' 2 PUBLIC WORKS. TERRAIN TO PRODUCE A CONTOURED TRANSIT!°! PROM 04 I 5' 00 CUT OR Flll FACES TO NATURAL GROUND AND ABUTTING WEST OF I -5. SOUTH OF BIRMINGHAM DR., THE COUNTY OF SAN DIEGO SHALL PROVIDE CONTINUOUS FIELD INSPECTION 41 E) AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE CUT OR FILL SURFACES EAST OF GLASGOW AVE. ON THIS PROJECT, OR AS OTHERWISE REQUIRED. 1X 1% DEVELOPMENT, A DESILTING BASIN AND AN ENERGY DISSIPATOR MAY 12. NOTWITHSTANDING TMf MHMMN/M STAAOA40 SET POIFN ~ 2. A SOILS ENGINEER CERTIFICATE SHALL BE SUBMITTED CERTIFYING THAT 2x BE REQUIRED TO BE CONSTRUCTED TO REMOVE SILT FROM THE WATER THE TRENCH WALLS ARE ABLE TO STAND VERTICALLY FOR THE REQUIRED 2% AND RELEASE THE WATER AT A NON- EROSIVE VELOCITY. IN THE GRADING ORDINANCE AND IYpT11 THE ZONE HEIGHTS AND THAT THE WATER TABLES IN THE TRENCHES ARE BELOW THE APPROVAL OF THESE GRADING PLANS, THE PEAMI/TTEE is 0 TIM REPPONS /RL E FOR THE PREVENTION OF DAMAGE TO THE RV-11 BOTTOM OF THE TRENCH OR THE TRENCH CAN BE DEWATERED TO ALLOW CON- F) THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL STRUCTION AND THE WATER TABLE MAXIMUM ELEVATION IS ENOUGH TO PRE - AQAACENT PROPERTY. NO PERSON SMALL EXCAVATE ON IA 2" AC SEAL COAT WITH S MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY LA" SO CLOSE TO THE PROPERTY LRYE AS TO EMOAMOER SOILS REPORT CLUDE FUTURE DAMAGE TO THE C.I.P.P. ON 6" DECOMPOSED GRANITE PUBLIC 3. FOR PIPES WITH SLOPES LESS THAN 1% THE FOLLOWING PROVISIONS SHALL 3'COIJC. WE HAVE REVIEWED THESE GRADING PLANS AND FIND THAT THEY COMPLY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL ANY ADJOINING PUBLIC STREET SIDEWALK, ALLEY, FLOW. , GUTTER OR /PER SOILS TEST INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND DESILTING TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER WITH THE ENOATIONS AS SPECIFIED IN OUR SOILS REPORT FOR APPLY: BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND PUBLIC OR PRIVATE PROPERTY WITNOUT SUPFORr1NG AND THIS SUBDIVISION. (A) GRADE AND ALIGNMENT TOLERANCE (PRIVATE DRIVEWAY) SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. PROTECTING SUCH PROPERTY FROM3frnmG, CRACKING, DEPARTURE FROM AND RETURN TO ESTABLISHED GRADE SHALL NOT EXCEED THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY fROSMON,S/L TING. SCOUR OR DINER DAMAGE WM/CNM18MIT DEPARTURE LIMITED TO 3/4" FROM THE THEORETICAL FLOW LINE. IN NO F 3/8" PLUS OR MINUS, PER TEN (10) LINEAL FEET, AND THE MAXIMUM NO SCALE THE COUNTY DEPARTMENT OF PUBLIC WORKS. IIESULTFROM NG.SCO D/NGDESCRABE MADE SPLAN. THE SOILS REPORT BY: SOUTHERN CALIFORNIA SOILS ATE ACCESS 1(0,4D COUNTY WILL MOLD THE "411CO RESIONS: FOR 0/1� � EVENT SHALL THIS VARIATION RESULT IN PONDING IN EXCESS OF 3/8" DEEP. G) EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT CORRECTION OF NON•DEDICATEO IMPROVEMENTS WN/CH BY: -6,a (B) CONFORMITY TO TOLERANCES SM 046M TO STA. 1 +15.0-4 SATISFACTORY TO THE COUNTY DEPARTMENT OF PUBLIC WORKS IN THE DAMAGE AAAACENT PROPER TY. CHARLES CHRISTIAN I N ORDER TO CONFORM TO THE PRECEDING ESTABLISHED FLOW LINE TOLER- VARIES VARIES EVENT THE SITE I S EXPOSED TO EROSION DURING THE PERIOD SE- DATE: 5 -22 -8 4 ANCES, THE CONTRACTOR SHALL BE PERMITTED, BUT NOT LIMITED TO, I TWEEN O C T O B E R 1 TO APRIL 1 5 . EROSION CONTROL MEASURES SHALL 13. L 0 P E R A T I O S : EXERCISING THE FOLLOWING METHODS Of CONSTRUCTION; HOWEVER, TH E 27' 31' INCLUDE BUT NOT BE LIMITED TO, SLOPE PROTECTION, INSTALLATION CUT - 1K :1 FOR MINOR SLOPES:•2.1 FOR MAJOR SLOPES COUNTY OF SAN DIEGO SHALL HAVE THE OPTION OF REQUIRING THAT ANY 1 � OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, SPECIAL NOTES: OR ALL OF THESE METHODS OF CONSTRUCTTON BE FOLLOWED: ENERGY DISSIPATORS, SILT CONTROL SAND BAGGING AND STORM DRAINS. FILL -7:l SA•pw DerialNq freer► TAe AOOry WeM Rarwre (a) USE OF LASER - DIRECTED DIGGING BUCKET DURING TRENCH 15'119 12' 12' 151/191 EXCAVATION. (PARKING AREA ) (TRAVELED WAY ARKING ARE AMre+wl Of TM DOWSW O/ AAkC WOAr Ala. (b) USE OF PATENTED MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE ) H) ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO IMriew Of A ARwwl Fm m A S" Entwpw. TO BLEND WITH THE SURROUNDING TOPOGRAPHY. D CANADAS- COULSON "TRENCH PLANE" TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND EXCA VA TION: 110 ■ 000 C. Y. FILL: 110.000 C. V, ADJUST FINAL TRENCH GRADE. DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT (C) USE OF NON- REINFORCED CONCRETE GRADE RAIL TO GUIDE ® CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATIS- WASTE /IANORT: C.Y. A Sgwaw /brrri/ MtrM EXISTING SEPTIC TANK ON LOT 1 SHALL BE BACKFILLED WITH EARTHEN MATERIAL WITH THE HEALTH THE PIPE MACHINE DURING PLACEMENT OF CONCRETE IN FACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ~ O Aria DEPARTMENT APPROVAL. THE PRESENT HOUSE ON LOT 5 TO BE MOVED TO LOT 1 WILL NOT BE THE PIPE. ALLOW MATER RM TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. SC►wt CDnroerADN:o/ ANY ARCHwEOtOOR wt RpOURCtf ARE OCCUPIFO ON LOT 1 UNTIL PROPER SEWER CONNECTION IS MADE. (d) USE OF MATER WITHIN THE PIPE TO CHECK THE FLOW LINE 1X 6 "AC.8ER14 6 "A.c.BBRM lY. r Ht tort Of rHrt GRADWS OUR" GR1 0^14 Q FOR VARIATIONS IN GRADE. Z% DISCOVERED ON ` z I) TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER OPERAr/ONS. SUCH OPERAr$OW ANI CEASE MWDAArfLr A40 V THIS GRADING PLAN HAS PRESERVED A MINIMUM OF ONE HUNDRED SQUARE FEET OF SOLAR ACCESS (C) GENERAL PROVISIONS FROM FLOWING OVER THE CRESTS OF SLOPES. FOR EACH DWELLING UNIT ALLOWED BY THIS SUBDIVISION. THE CONTRACTOR, AT HIS SOLE OPTION, MAY ELECT TO USE, BUT IS NOT 2 "x4" REDWOOD " ::. v 2 "x4" REDWOOD WORK SHALL BE DONE IN ACC THE PERAMrrff writ NO►IPr 1`0111 DIRECTOR OF /1/Btie 01 1AIi TO BE LIMITED TO ANY OR ALL OF THE FOLLOWING METHODS TO RESTORE, HEADER(TYP) ''•:• HEADER (TYP) JI GRADING Of THE OMWVf*y BRAOMS Oft4Ar0ORE wrtt NO► RCC** ORDANCE WITH THE OR CORRECT FLOW LINE TO SPECIFIED TOLERANCES: L REC01.1MENDATIONS AS SPECIFIED IN THE PRELIMINARY HENCE L*r /L rHt PERM/rrtf HAS RECt/Vf0 wand! (a) TROWELING, FLOATING, SCREEDING, AND ADDING OR ' 1 - ' " GEOTECHNICAL INVESTIGATION DATED MAY 22,1985. AurHORirr 'WSW tHf ONRECnOR Of PUBUt WORKS M OO tO c+e�•Q �G 7 -29 -85 REMOVING CONCRETE WHILE IN A PLASTIC STATE. / 2 AC WITH SEAL COAT ON PREPARED BY SOUTHERN CALIFORNIA SOILS AND TESTING CO. 14. ALL GRADING DETAILS WILL BE IN ACCORDANCE R.J. bRATi;A , 3' CONC GUTTER rJ 6" CL 3" DECOMPOSED GRANITE FOR THIS SUBDIVISION. WITH SAN DIEGO STD. DIGS. DS- S.DS -10, AND 4. WREFCt= C.I.P_C.P /S CONSTIR:UC XV XN N=IL -S - ME FILLS OR /PER SOILS TEST D 75.1. SHALL BE COMPACTED TO 90% RELATIVE °_ COpnplc-1.1pFt. 'lr mor4E*' © (PRIVATE DRIVEWAY W /PARKING) EX 15T /AK. VPrCWANkS AND A17.55W4 BEAMA:K0 Ci DRAINAGE EASEMENT NOTE: CHANGE of E NGINEER 0101YEER OF WORK AND DECIMATION OF %1fESPON61$4r GH14K6E • NO SCALE � E A/ 0C�TH SFRV� G1F 77'� ALL DRAINAGE EASEMENTS WERE GRANTED TO SAN DIEGO LAND SURVEYING & ENGINEERING, INC. I H EREBY DECLARE THAT I AM THE EV6 /NEER OF WORK f0R THIS PROJECT, CAROL 1/lEW DR /YES STA.O *X TO 6T4 20 J � THE SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, 9520 CHESAPEAKE DRIVE, SUITE 601 THAT I NAVE EXEITC16ED RE6PON5/BLE CHAK6E OYER THE OESl6N OF THE IL SAN DIEGO, CALIF NIA 92723 565 -8362 36' /32' CWTAI C6WM43*0v OE,PM/r Alp. 6- � -za -88 I'RO✓Eer A5 DEFINED IN SECTION 6 OF 771E BUS /NE5S AND PROFE5510N5 oSL' ?99 3 CODE, AND THAT THE DE5 /671 /5 CONS /5TENT W/TN CURRENT SMAIDAMD5. �4TE0: 7- ,10 -BS 0 �. SANDBAGS VICTOR T. WIGLESWOR R.C.E. DATED I UNDER5TAN0 THAT THE CHECK OF nra)ECT DA'Ak/IN65 AND 6PEC /F144TION5 6Y ! A 1 Q REGISTRATION EXPIRES DECEMBER 31 1988 CALTRANS /5 CONFINED TO A REYIEW ONLY AND DOES NOT RELIEVE ME, A5 SANDBAGS 0 EER OF WORK OF MY TWON6101LIT11C FOR PROJECT 0E5/6A1, kIR 4/2 PMIVATU C0 1WMA� ts T Contractor agree%that he %hall amume wile and eownplete re4mroibility for job r H•1 .5' Z %itr eowwlitirwn during the coume of con%truetion of this Pmlret. ineludinE safety of all 7� 21 PERMITS Q Iw•rwwn and property; that this requirrinent %hall apply eentirw mWv and not be lim- ! z �i�r C/YNfY of BAN NEN iced to rwormal %t rkinw how►%; arwl that the Contractor %hall drfrtwl, indemnify and RICAM C19RR /BAN DATE A:C•E. 26,465 A STREET CORE OEPAR/MENT Of 11 V1MNB LO REZOME PERMIT 710. W hold the Otimer and the Engineer harmlr%s from an and all liability, real or alleRed. TYPICAL SANDBAG DETAIL SECTION A -A �� °"1O"'a PIAW 110111: ° a in cenmvhlwt scith the prrformanee of work cwt this Project, exce pting for liability MAJOR LIN PERMIT 710. J CY NO SCALE NO SCALE COUNTY OF SAN DIEGO ariainle from the sole negligence of the l7ssrtrr or the N: 'Weer. T ` TENTATIVE MAP NO. r T INA 4b0$ V TRACT 4503 -1 N tt THESE PLANS HAVE BEEN REVIEWED FOR COUNTY APPF10VFM C 4Af�S E hm:;H NVIAPiK CI►INOMMI►COOROwLAri 1 ' ' 4 ,• a WORK EFFECTING /TRANS R/W LT ENGINEF_t, M. MrcrtKN• AMr w/ b art• 0 r AS-BU -- - -------- - - - - -- O.C. 001 CARDIFF 1 /2' IRON PIPE SET IN COLIC. IIRRREO go / SAN DIEGO LAND SURVEYING & ENGINEERING, I:VC . Q ADD AC SWAP DOW AVAE CV 7 JIG BY STEEP FENCE POST APPROKI1MTElY O.S RILES SOUTIEASTERLY aM� R. �. MtfltM • a 1 ^rte r� 9520 CHESAPEAKE DRIVE, SUI,t. 601 CYO 63& FM 1IMMECTIOR SAN ELIJO AVE. E KILLIMM1 OR. ALOU MgNM v r y 19�'K rcr rr%1 �. (CI'I CsJ� • �^ M OYG6rt taMWE � SAN DIEGO, CALL ORNIA 9 ".3 565 `62 SARI ELIJO B IMRCNESTER AVE. ON WEST SIK W 11117 ROAD taro �� c"ARO J. IRAN S C IV IL RCE 26445 "" "�""" - 11 '�``',� ^►' ® CHANOF of ENGINEER AMIMi IISTIENLY FUN MANCHESTER 4 FEET I�TNBEST OF UM LE 1 Y.. ENCROACHMENT PERMITS ISSUED: �A -N PREPARATION - . . - -: - - - - -_ 7 ZU -BX ® AS -BUIL T 1RO1 PIPE GATE POST 27 FEET SOUTIEAST • TELEPIbIE NISMER M I.1 MM 111 N wM/ tit 1111 ID G CIVIL�0ESI6N G ROUP. w�TnOt, SB- 55.01 -76.82 3/15/85 V` TOR MGLES FD 61030M 71 FEET IERT�AST Of CENTER LINE IWICIESTER AVE. �( tiaN•E L06 it AN REVISION L 1�=� Z� i 3 RcGIST , r,'GN- NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText _ 1 y f com r ..... 3 rs ` —' . _ '" - s.... .._. .ter► .,. R OUTE 5 -- _ - - TERSTATE HIGHWAY IN i 0"t f ' IDAYLIGHT LINE 100 ir co ' ..+ " � '-_. ' � _ -' + - • + _ y i � - --- � J - - - -,r- W f '- so - �4 4 - - -- —' — • SUBDIVISION BOUNDARY I5o8. 566.38 - IIOR __ - ,� _ i _ , , = I 240. - - - - x N� 8 ' r YC1r , �. f moo =4� 3 30 "E' _ ___. _ -4 — r — P - % oSED 72'' C STORM DRAIN -t, 1 b �S 7r S HUT STORM D DATA � "-582 °17'02 "W f � � bT � � W 1�♦ �, 55.00 _ N �1• , W ; ; \ -�, �� S �� /. /, \ RETAINING WAL I �`� 9 q; 5 �►' ' 120.00 + I �1 Q lid � c�, /,i /�; _ '•.a. . '►. ~ 1 __./ - �� 1 _ l ', - / LOT _ .: ; TW 116 , %l6. TF 112.00: 1 "' . � fJO" 777 _ ° —� � / • -� " ' �. PAD EL 1 1 ' 8.5 i J ' — z f J _ I � kE IAINfNG hA�� ._- - too -AIL • ' N '� �. i V I 1 C7 N t ? ,i '' DAYLIGHT LINE _ -t• -&` >> � ; 1 PAD EL _ °° - _ i ►- .L 2 3 . -•►. X5.9 t j PAD EL 129.5 , - t 130\ Ilk f 0 � •.��, ,� _-,_- �' � ... ._ __ - -� �:_ .� - '',/ --'� w . 2.00' ! 1 • _ /� ♦ , � _ . .i 1. 505.92 ..' SUBDIVISION $011t0A J - 't fi z - 40 • 0 0 IN 150 all E -- __ S 2 t - 177. -1 lTl r„s so so •, •r f •- . f E E T s Ilk wi Sc��E SCALE: t — 5 0 - � - / _._•-- ---_'" Lim ----^ 6t .00 10 _ W � - -- - - , • - - _._.�_ - . - _ __� __ _ t � �? 28.5 Y SUBOI �SION 80 409 .68, l _ ' ,-•-, l o " PAIVAT'E w / - - -` -,� , • . - 1 ' 't C C� IVTR ACT 2 ' _ _ r -t 1 MA ATMEMt Of ftasc woR� W 1 IRRIGATION PLANS FOR: € t COUNTY OF SAN O G0 t �D�/ -- TRACT "N • 4 . ,� Cpt�VTY APEC] CHAi��CES BENCH MA 0�r p�tNtp0�►r! nom nom 310 -1 r � .. � „ y�.e.N �, ae• O.C. 0031 CARDIFF 1 /I' It= ►I►E SET IN COIK. MARICEO y , r ,. N „ � �ss+w •t .r.► '” S MILES SMNEASTM'y mac?" or Puftic wo*r �• fr STEEL iEMCE COST 11M11Ox11MTEtr 0. •� lwntSECTION SAN ELIJO W. i KIL L1IENNV OR- ALM � 1cwwo J coani 2605 r 5M EL IJO 6 MANCNESTIlk AVE. ON NEST SIDE OF OI RT MO --� T1ER t�ra1 Lr i1 1 C1ESTER A FEET NORTWWST OF 0 C�S1 RUAIIIR � � 111011 PIPE GT1I POST 21 FEET SIDUTIEAST OF TELEPHONE - 1 $? 985 "`�r•rYe• .,,�.c - '" `� EIEV 0N1'F13.u Of CENTER IINE NANCiESTER A11E. AUG - MICROFILMS V yam .Pa. i�f 1•$"•' - #- ' +i�,_ 5# ". X 4': - - ° - : - ss+35' . _ '4 .aKV .. - .. h. -,.rs ..- -. , :: . ._ . -.'' . . R. _... - $ , :.: -.. x . _ _ -,7- - .: . ° - - t5ri'stCV `•E` '.'mac.- �.... ' - v. r.. -. a- < - .. . s - .. . . '... :: q ..- '_: i f O ey O - - --- 01 4 } Zo coat C ant f ' core INTERSTATE HIGHWAY - -- _ - - - - ROUTE 5 ofto Aft .00 c oone y � ED )?" C I PCP STOP DRAIN _ _ __ __- — --- - - ---- - ---- -- - SEE SHEET S FOR STORM DRAIN ° ' b 'S4 ' DATA N82 "I $ • 826. SUBDIVISION 8011NDARY j • 67 _ / 16 • - ' _ �,.., _ - FD t'' RETAINING ,i'1'7 5 5.00 .! 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IL SUBOI Y I S I ON BOUNOARY 717.57' Z - _ i - 1 /go PRIVATU CONTRACT ,.t ' ; ' 1 1 COUNTY of SAN •DES• -� 4 � t MA � ` i *' r r .- 8 OfM11TMIMr M P11�K Mr01Mq b 1 '� 1 - .... ,� ter, IRRIGATION PLANS FOR; C » OUNTY OF SAN DIEGO >a TRACT <.: , C 3LjNTY A O K S E EP%K>4 MAR . T j �. � . NK t 1 �t 4M 4!•r *aM �y Mtn � #• ' + C.C. 0031 CARDIFF 1 /2• I NONN RIPE SET IN CM. IMRIENI lY STEEL FENCE MST APM1IMATELY 03 MILES SOUTHEASTERLY i• ivy we*" • r rlM INTERSECTION SAIL ELIJO AYE. i KILLIEIMIY 00. ALON v MOM t 1 SAIL EL IJO A OW ESTU AVE. ON WEST SIDE OF DIRT NO e1i I R[ c► ,t. t Gm i s �° , 1 1a1M1T IIORTt# tit f>l�l lAMMC1ESTER i F EET IIORTMIEST OF p AU G,2 7 1985 INN P I K GATE POST 27 FEET SOUTIEU'T OF TELEPHONE N1>f M L Q ,6 650MM 71 FEET NORTMEAST OF CENTER LINE IINUCIESTER AVE. �I /�►/=f_ +... MICROFILM ELEVATION • 13.831, FU N& :: -_ -. ., .: .., ,, ,-., _. ,awe •: - a :., _. ,. " e �.cg -:. _z:. atti4: _> ,:, , ,. -G.T _. - '- a..� .ice- .- ;•s- a494E«s -_ t- -,f`: E _ 11 ROUTE 5 si - Ido 1'iNUS ��yJe,Rl1�► f l erydgo EptSY ATE — so - Con e: 1 r p�RA1N r- - _ _ ✓ 50 r3� ED r CIP6 s 1M DrtTA , _ -er SEE SHEET 244 . 63' MONO Mo I m Qn 3 y 6 di HTVK0 mix •- 5 ��NT D s o CARVE CAL AID Ao y I a 3 ; ( .. T �`-." - ,r.` • ( _ . ~ -- -, _ `ter. - �. ".r ,pAYL1Gjjj LIME _ g 1 — i9 p „ l A►- r _ LOT 3 P Litt ui 41M X 4 CZ ,�' , �a r67 A, W Qc • cl X rf >> Z E , S =7 . i s . or f cc co , Q 3 MH o Ab �'__ 2 •34' S1 L N75 pY _ \ 7.4? a t , 1 \ 10 Ml r j 3u o 1 SmlV 55011 10U Ity 1' .` \ N0 f1>� • _ _ Corr,i ? 6, �8 • •- y Con L ? ?? 9 409.68 $CAL& SCALE: V— 50' i�lT S89 S6 4 SQ" cr FP. ONG �� s ` 1.-�' L, PPIVATIN C©NTVR^CT MID Zzo. _ O � s.� cearT N � ats� 1 I f - r' PLANTING PLANS FOR:� _ COUNTY OF SAN DIEGO J r TRACT �« COLE c*�� e�EP4CH MAAIC ,' ' `-'_ � �. es• �•r h wt� O.C. 4031 CARDIF 112' IRON tIi1T SET I CONC. lMRNFO V STEEL FENCE POST IV*1t10xI1MTELY 0.f IMLES Y AWS- . A. i. "►sswM • vat 1 ; �.�etrwe ar +�►.c w�» 1 INTERSECtION SAN EL 1.10 A11E. ti itlllicElMfY M. ALOIK► jJ it PRECISION wutD d I 6M1 ?"• ;'"` ,': f , VA EL1.10 6 WAMSTEN it AVE. . ON M SIDE OF 010 WAS /0 WWoo NOR'TWILT nw wacitsm 4 FEET lorrw1EST of AUG 8 7 1985 - I M" F In "n "" 27 FEET SOUTNM 0 TELEPNW IbAT 6S03eitltl 11 FEET 1EAST Of CfWT0 LTNK WA MESM AVE. MICROFILMED s ELE�iAt2011 � 13.p1 ►a*.N �1. -ilk �:;, ' : 3 • ..'1F• . �� � v . • '. .< ? -.. NoText