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5717 SUBDIVISION BOUNDARY GENERAL NOTES: WORK TO DONE: / APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE ti ALL GRADING SHALL BE I?OW PEQ RECOMPAt NDATIONS CONTAINED IN IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE HE CURRENT SAN DIEGO APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF THE GEOTECHNICAL STUDY FOR ENCINITAS PARK VILLA` REPORT NO. DONE ACCORDING TO THESE PLANS; T COUNTY ENGINEER DEPARTMENT STA HE CUR SPECIFICATIONS ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD 3 DATED JULY 23, 1979 AND REPORT NO. 4 DATED DE' EMBEP 14, PURPOSES 1982 PREPARED B' SOUTHERN CALIFORNIA SOIL .vU TET ING, INC AND SPECIAL PROVISIONS FOP IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE CRAWINGS• 7 FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT 1 EROSION CUNTRUI NOTES I PLANS WHERE APPLICABLE FINAL CURB GRADE ELEVA T!ONS DESCRIPTION LEGEND A) EMERGENCY EROSION CONTROL H E SORES TO DEPARTMENT SOIL MAY REQUIRE CHANGES IN THESE PLANS � M(1VEMENT SATISFACTORY TO THE COUNTS UEPARTMFNT OF CUT BANK (SLOPE AS NOTED) 3 IMPORT MATER /AL SHALL BE OBTAINED FROM A LEGAL TRANSPORTATION IN THE EVENT THE SITE i' E r S EU A `\ SITE EROSIDN DURING THE PERIOD BETWEEN NOVEMBER 1 'U ARIL 4 A CONSTRUCTION, EXCAVATION OR ENCROACHMENT 15. EROSION CONTROL MEASURES SHALL ' Ni 1 1`'' dUT NC 'T BE FILL BANK (SLOPE AS NOTED) 6 8 / 8 PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE LIMITED TO, SLOPE PROTECTION, INSTALLATION O IUTF PRIVATE 24" ACP 5 \ REQUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY MATTING OR APPROVED EQUIVALENT, DESILTING BA`. , PROPERTY BOUNDARY �� / \ ENERGY DISSIPATORS, SILT CONTROL SAND BAGGIN„ AND S ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN STORM DRAINS. FINISHED GRADE CONTOURS 150 j % �° i < ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS 10 FINISHED GRADE ELEVATION 150.5 4 �3 6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND B) ALL BUILDING PADS TO BE D!RED AND THE D]KES MAINTAINED SUBDIVISION BOUNDARY LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK 10 PREVENT W,AII� FROM iJWING FROM THE PAD UNT:L THE FINISHED PAD ELEVATION PAD 124.0 NOTICE Of THE PROPOSED WORK SHALL BE GIVEN TO THE SFREFTS AND U IJ•n "t� P OFF .'•IEU AND WATER CAN IIUw E IAI, L IT :h� I�,il T <.L',. 0 j'. U EXISTING GROUND CONTOUR FOLLOWINGAGENCIES FROM THE PADS w 1 , ING Ev n + 'u�'�rT PACIFIC E 298 232 4t5 0 't DRAIN FROM TH.. P �W,TWO RKS [qT N HE UUN AN I O Ty _ 250 y i P WO THr. wlu AEL R % SUBDIVISION BOUNDARY ��� -- - - - - -- PACIFIC TELEPHONE 298 -0595 DEPARTMENT 0. P CATV NORTH COUNTY C48LIVISION 942 -9944 EP(ISLII�,. - - - SEWER. CARDIFF SANITATION DISTRICT 565 -5657 „ STORM DRAIN - _ - - TYPE "B" CURB INLET - ��. L WATER OLIVENHAIN MUNICIPAL WATER GIJTP:CT 753 - (,466 C1 TOPS OF 411 SLCPES TO BE DIkED (JR TkFti � Z 7 A SOILS REPORT MAY BE REQUIRED PRIOR TO THE WATEk FROM FLOWING OVER THE CRE`,TS ('t SL ;PE TYPE "C" CURB INLET ___ " -� ISSUANCE OF A BUILDING PERMIT D) AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BU CONCRETE DITCH 8 APPROVAL OF THESE PLANS BY THE DIRECTOR Of PUBLIC ER THAN NOVEMBER 1, ALL CUT AND FILL SLOPES SHALL BE 1' 9 TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER MEN BILIZE_ O WITH A H C OMULCH MIXTURE: OR AN EQUAL TREAT WORKS EARTH DITCH (MIN. 1M SLOPE DOES NOT OBTA INED AND A VAL�D GRADING WOAf APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC I - - -- -- -- -� -� h PRIVATE 24" ACP � r B RKS. BETWEEN NOVEMBER 1 AND APRIL 15, APPROV MISSION HAS BEEN STRAIGHT HEADWALL _ _ _ _ _ _ _ ll PERMIT HAS BEEN ISSUED PROTECTION MEASURES SNAIL PROCEED IMMEDIATELY BEHIND THE - 1J 10 V �� � PRIVATE 18" ACP 9 THE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE SL ORES. OF CUT SLOPES AND /OR TNi- CREAT IO N AT ✓ MAY T - PRIVATE 24 - - PRIVATE C.ONSTIZ.UC:TiON �ORAIV4AC� INLET) QO , / - PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL 18" ACP ' ACP EL CAMINO REAL 1 APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE E AN IRRIGATION SYSTEM TO BE INSTALI -ED NO L E PTZIVATE CONSTVUC-TIUI\1 (GA ATE.D CA.TC.N P). StN) 171 +-- __ -__ -- _ - -. - - - - - -- PLACED ON THE AREA COVERED BY THESE PLANS NO ) EXISTING 30" RCP �� PRIVATE 30" ACP �- EXISTING 36" RCP WAIVER OF THE GRADING ORDINANCE REQUIREMENTS 15 FOLLOWING THE PLANTING OF THE SLOPES. _-- -__ - - - - -_r - - - l - -- - - -- - CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS F SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED LEGAL DESCRIPTION MADE OR IMPLIED /SECTIONS8740J R 874101 ANY SUCH ) BY THE COUNTY DEPARTMENT OF PUBLIC WOR IN UNPAVED THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFIDIRNIA, LEGEN INDEX _ KEY MAP W AIVER MUST BE OBTAINED FROM THE DIRECTOR OF OPL STREETS WITH GRADIENTS IN EXCESS OF 2, AND ON OR IN COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS: _--- - - - - -- _ IO ALL OPERATIONS CONDUCTED ON THE PREMISES. OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE INCLUDING THE WARMING UP REPAIR, ARRIVAL OEPAR COUNTY DEPARTMENT OF PUBLIC WORKS. THE LOCATION ANC COUNTY OF SAN DIEGO TRACT N0. 3960, BEING A SUBDIVISION OF THE 10 - -- INDICATES LOT NUMBER TURF OR RUNNING OF TRUCKS. EARrHMOV1NG FOUIPMfNT DETAILS ON THE SAND BAGS SHALL BE SHOWN ON THE PLANS. EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, SUBDIVISION BOUNDARY SCALE 1N-200' CONSTRUCTION EQUIPMENT AND A GRADING EOUIPMENT SHALL BE LIMITED TO THE N✓ OTHER ASSOCIATED RANGE 4 WEST, SAN SOUTHEAST BERNARDI MERIDIAN, IN THE COUNTY OF SAN DIEGO, BETWEEN 7:00 ant AND 6:00 lint EACH DAY. MONDAY SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY PERIOD G) CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM STATE OF CALIFORNIA, ACCORDING RI OFFICIAL PLAT THEREOF. ___INDICATES STORM GRAIN _ THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING DEPARTMENT OF PUBLIC WORKS. OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYSORHOLIDAYS - H) AT OR NEAR EVERY POINT WHERE CONCENTRAT OWN /PERMITTEE ED FLOW LEAVES It ALL SORRENTO PARTNERS, A GENERAL PARTNERSHIP MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING THE DEVELOPMENT, A DESILTING BASIN AND AN ENERGY REMOVE TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM 11300 T OR PAR TO VALLEY ROAD, SUITE 200 SILT FR OM THE WATER AND RELEASE THE MATER AT A NON - MAY BE REQUIRED TO 8E CONSTRUCTED TO REMOVE SAN DIEGO, CALIFORNIA ROAD, CUT OR F ILL FACES TO NATURAL GROUND AND ABUTTING SILT FR OM CUT OR FILL SURFACES EROSIVE VELOCITY. (619) 565 -7711 SITE ADDRESS I? NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH I) THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION 0 12" 3.4' 2. IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME 0 ENCINITAS, EAST OF INTERSTATE 5. J APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE E- n z ENCI SIDE OF EL OF CA MINO REAL APPROXIMATELY 52'/44' z v RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE VELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SAN , 550 FEET NORTH OF THE INTERSECTION OF = ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON 30' 22' 22' CATCH BASINS AND DESILTING BASINS AND KEEP THESE FACILI- WEST m LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER TIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE MANCHESTER AVENUE AND EL CAMINO REAL. lOr 10' ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC COUNTY DEPARTMENT OF Puft-lG WORKS. THE DEVELOPER ' 1.0' 18'/10' 10' 3.0' 1.0' 8.0' ° TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE 8.0 PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND COUNTY DEPARTMENT OF PLIBL•IC WORKS. ZONE 2.OX�_ Zn FINISHED STREET SURFACE _ 0.5' I T 2.01: SLOPE PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, CID _�- " -- - _ rl -- EROSION.S /LTING,SCOUROR OTHER DAMAGEWHICHMIGHT C) A MINIMUM / 18. A PRIVATE ROAD STRUCTURAL SECIIUN )HALE BE ✓ ti� 1 .5'MIN I 'IJ 3" 470 -C -2000 RESUL T FROM THE GRADING DESCRIBED ON THIS PLAN. THE OF 2" OF ASPHALT CONCRETE OVER 4" OF APP RUVE D BASE. U 1.0 I CONCRETE DITCH TYPE 1 SOILS REPORT 3.0' 1:1 LIMITS OF STREET CORE CONCRETEOR 3" NO LE CORRECTION OF NON DEDICATED IMPROVEMENTS WHICH COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR GRADES SHALI BE h MINIMUM OF .`. AND A MAXIMUM OF AIR PLACED CONCRETE 151 AND DESIGNED iO DRAIN THE SURE A( WATER PROPERLY. W WE HAVE REVIEWED THESE GRADING PLANS AND FIND THAT THEY COMPLY TYPICAL 52'/44' STREET CORE SECTION DAMAGE ADJACENT PROPERTY 'O ADEQUACY Of THE STRUCTURAL SECTION AND SURE ACE DRAIN- WITH THE RECOMMENDATIONS AS SPECIFIED IN OUR SOILS REPORT FOR ►3 SLOPE RAT /OS: AGE SHALL BE INSPECTED AND CERTIFIED BY THE COUNTY C) (NO SCALE) ENGINEER. THIS SUBDIVISION. CUT - 115:1 FOR MINOR SLOPES; 2:1 FOR MAJOR SLOPES OL SOILS REPORT BY: SOUTHERN CALIFORNIA SOIL 6 TESTING INC. EL CAMINO COURT d 12" 4.0' 2� FILL 7:1 Slopes Deviating From The Above WtI/ Require 1y, PRIVATE ROADS SHALL HAVE A MINIMUM OE :'4 (iWENtY- to 52' STREET CORE SECTION IS FROM z Approval O/ The Director Ol Public Works Alter FOUR) FEET OF UNOBSTRUCTED WIDTH FOk THE TRAVELED F BY: STATION 1 +06.56 TO STATION 2 +23.03 z z Review Of A Report From A Soils Engineer WAY AND UTILIZE A MINIMUM 30 (THIRTY) FOOT CURB Z W o 000 C.Y. FILL: 56,000 C.Y. RETURN RADII AT ALL INTERSECTIONS AND ANGLE POINTS. U EXCAVATION: 56, Z DATE: I - m ' WASTE /IMPORT: 0 C. Y. A Separate Permit Must 20. FINISHED GRADING $HALL DE CERTIFIED BY A RE6I5TEREO W CARDIFF ° o Be Obtained For Waste Or Import Area CIVIL ENGINEER ANO INSGECTEd By THE COUNTY ENGIN "ER 2 SAN DIEGO COUNTY 126 CUT N ' FOR DRA /NAVE CL EA/lANCE.(AGPRai✓AL OF THE GC E C SLOPE SPECIAL CONDITION; IF ANY ARCHAEOLOGICAL RESOURCES ARf m a 63' DISCOVERED ON THE sITF OF THIS GRADING DURING GRADING OF RoTENTi �� RrACE U DRAA/A6EPROel61 7NAT NAr I 63' OPERATIONS SUCH OPERATIONS WILL CEASE IMMEDIATELY AND SANTA FE DR. °` 10' 65.6' EXIS . ROAD 3" 470 -C -2000 CONCRETE DITCH TYPE 2 B6 GREA EO By LAti�S�fFFiNG ACCOMPu5H�0 RF7crL THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PVBLICWORKS T I CONCRETE OR 3" Ryclbla GRI+VIrIU CERT(FIC97 o 8 0' 1.0' 18,2' 32.8' 32.8' NO SCALE OF THE DISCOVERY GRADING OPERATIONS WILL NOT RfCOM EXISTING BERM ' AIR PLACED CONCRETE HENCE UNTIL THE PERMITTEE Has RECEIVED WRITTEN v> 0 LIT I n STREET SURFACE ' (") o Z 2.OX_ FINISHED STR � J _ ___�� AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO WARWAYK a V �✓ �. 1 71 .5'MIN 14. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH SAN N 317E 1 O, I DIEGO COUNTY STANDARff DRAWINGS OS -10, DS -11 8 D -75. T Ln BI N HAM DR W 3.0' l:l LIMITS OF STREET CORE n Z P� d : 12" 4.5' 2 N 15. GRADING PERMIT SHALL BE ISSUED ONLY BETWEEN APRIL 1 MANC T YPICAL STREET CORE SECTION ° = r AND AUGUST 1 AND SHALL BE INVALIDATED IF EARTHWORK IS G O 9� _ NOT COMMENCED BY AUGUST 1. GRADING SHALL BE COM- (NO SCALE) PLETED BY NOVEMBER 1. n EL CAMINO REAL W o a - N AS- BUILT w Z y J' ✓ P ': N F CUT SLOPE ►-+ ti 40 SANDBAGS 3" 410 -C -2000 VICINITY MAP CONCRETE DITCH TYPE 3 E COOK RICE 8847 DATE (NO SCALE) �.7 A AIR PLACED CONCRETE NO SCALE �.� CONCRETE "OR 3" j SANDBAGS Contractor agrees that he shall assume sole and complete responsibility for job PRIVATE CONTRACT site conditions during the course of construction of this Project, including safety of all H =1 .5' PERM ITS persons and property; that this requirement shall apply continuously and not be lim- DETAIL DRAINAGE DITCH NEE I - _- 2 STREET CORE COUNTY OF SAN DIEGO 6 ited to normal working hours; and that the Contractor shall defend, indemnify and A (APPRo /s3D DEPARTMENT OF PUBLIC WORKS hold the Owner and the Engineer harmless from any and all liability, real or alleged, SECTION A'A -� - -- sNEETS 8 R79 -38 4 3o -ao) - in connection with the performance of work on tKis Project, excepting for liability TYPICAL SANDBAG DETAIL REZONE PERMIT NO -__- - - - -- GRADING PLANS --- arising from the sole negligence of the Owner or the Engineer. NO SCALE NO SCALE -79 (12 13 g2 ! COUNTY OF SAN DIEGO V SPECIAL USE PERMIT NO. ___ __. -_�- - -- -- - - - -� TENTATIVE MAP NO. TM .3960 R __ _ - TRACT 360 � W N0V -- © COUNTY APPROVED CHANGES BENCH MARK � A L ENGINEE RANG -- -- LAND SURVE VING -.- e . - -- - - - - -_ `J M. CAUf 3�0 1689 - - GG(T C I L DESIGN GROUP LTD . N.. DK.»I'o" Apr Don = -- -- - - -- _ -I A•� o ecfton5 ✓ " STEEL _PIN IN CONCR MONUM _ , N („r -- r t,�.. ,E..«.: t - '-- - - - - -- : I kkL ' ` ' °'' // g¢ FROM INTERSECTION OF SAN MARCOS ROAD AND CAM NO REAL i aNEeroN woNas E F COOK - 9647 rr II / LOCATION. -- - - -T T Sn "LIE "v o"�vE s"�+ r„ c• E :•�•.. ,, DE CII DTI M:_ OC -0077 1/2 „ �, Lo I NEW EN6/NEER � _ 1 CNR /frll�AL AS -BUILT ' 0 , 3 M I L E S O T WEST OF EL NLAMI L, 4 FEE S E OF PP 1 21491 34 5 FEE arl � n rxnrna E .o. an n NSGIEn [ _- -_ -- -- „- -- His ",ADEEU P LO Tlft IF - - -- R.C.E. 9647 NT "ns r RAro Saki --- PLANNING- -iNGINI?6111 ITHCTURE -- EsLKE" w (q wN 111117 Pl G. tE '��� 11EC011Df110M: __COUNT OF S AN DI _ -._ -____ ___ ,,� L OZZO FILE = LOO LEM LMa E�C E. F. S�CIATES, L TD SB- 35.07 - 113.81 Egruranp ELEVATION _174.6 _____ -DATUM U Sir 5 G.S. -- __LP- � 3 ___- Pv u!NO c� "LU,AN MIVE WM= S,LYEY,OU.uuraMU T-wp, 1"'��..� PREPARATION AND REVIS - - - - -- l-._ _ -- -. -- _ _. -� �__ _. - __.. z W FILE N0. A � -- _ PA0FP%6 Fr IVA* DPMMAgE B y 5y5TEM1 = 12'" A.0 p RAIGH o~ !Or H6ADVIALL' TY'E ° 6" \ 1 DETAIL 'A IRIS 5 EZ Gpti 5 !may i G ETML %' E A 115 5 EE � LINE SFF CRFIF ! � ea.. Z � � - � _ �1T � � � I °F Tg f � �� r rpF ! � r { e �•! 3'TYPE "D 000CR.eTE �, .0 N OTE GRADING TO BE DONE tiF H r D�T�H 30 �� WITHIN R;GriT OF WAY F - A 0 L Xi�i11 i .rw LI r - ASPHAL �- ,t_lrlAr r i i C E E \ - I P ' �� �� r / P VAS t % \ ��\ �V � �, ` � � al � � �� � � ; � � � _� EXISTING BERM TO BE REMOVED �� .�� ErIS1INO AC, BENM V �I EL CAMINO REAL 4 SUBDIVISON BOUNDARY s , I 1 \., � � �. •1 � ' � � �`� ✓ I ; ' � /B� cm) BEGIN CONCRETE DITCH TYPE 3 ) W .� l I GOAe DIT'CN - - s EE Zt -�� _ /� 601 VATS Sl Re6 > Q ND f��9G£ I � STRAIGHT _ i o ) �, % �,•�� � _,- _ ° I �� ' GHT HEADWALL ill I - L�C — p ', _� i\I TYpF- 1,a„ G OLl " � 3. d 1 - _ �_ - _� PROPOSED PRIVATE DRAINAGE � -� tl � F. .114.D L.J SYSTEM 12" ACP 6 GRATED O CATCH BASIN // - It 1'11.50 - CONCRETE DITCH OJr \ LIMITS OF PRIVATE 3 CONCRFTE 1 TYPE 1 1e � \ \ _DRIVEWAY - L APRDtj 2 SLOPE ` a (SEE DETAIL SHEET 1) �'� 2 / - LL-1 \ � c \ - LOT LINE t/� o Do W LINE DAYLIGHT CD W C \ \ J L� Q ° m C0/•1GRETE APROIJ \ ^\ y 0 Q L O �„ �Cd oQl�p� S LOT L \ VIII ! II AD EL 120.0 t I o 1� AD EL 11 — _ 1i n II / „ I n I M o Vi ♦� - ! \ 1 - - _II l I . 118 I j l 19 1 ;, lt� _ -oi 9.5 l� - -1 z TYPE B FIEADWALL W tl� �..� �N LIMITS OF � \\. _ � � � -, r"'-� -j 12 °A.C.P. I, PRIVATE DRIVEWAY �� „ � N a DETAIL I _ A Q � / ' AD EL 11 7.5 ilr o �� 1 � o \° ° \ NO SCALE A _ 117.5 I � / 1 o o� - 1 \\ Q �i AD EL 115.5 �I I .. _ _- V) \ \ i' L a _ I I aD LD AD EL 103.5 �\ o = AD EL 1 7.5 ` _ _ 1J` AD EL 111 J - _ \ ' , II - -' T - .5 �' EL 111. I I5 f- I II ` •0 0 so 100 A I PROPOSED PRIVATE DRA NA `� // SYSTEM TO RAIN BUIL N i I SCALE 1' 50' E-4 " p / J - - 06 i ! \\ PROPOSED ARI CATCH If 4 � yrl I I PADS" c' BASIN Wj,$ IVATE 12 I _ \ ll �i W GRATED CATCH - 4CP $j�R DRAIN 1�= \ / z _ 0 ' 2:1 � ��� LIE E c � 12 NOTE: N -- BA t1 6'qe II.P�j� 111.5 "AS— B UILT" ALL GRADING TO BE DONE IL1�{ �JJ -.1 `YiF y — - - � i +-r WITHIN RIGHT OF WAY - - _ q P - - 24'TYPEONBN 3:1' c DA -. �- -� _ _ U '� "� -� i Rf�f IVATE NA DAY GHT LINE Q ,Vp�f5'CURB„ � /Q z' ►-r E. CURB INLET - EXISTING R W LINE _ � - . ' •• R W LINE ` ) 0� 6 _ _ ` :CURB II ,.. ,., _ T _ ,. .,. C.O.. � -. _ 30 16 TYPE „ C „ PRIVATE CONTRACT l f _ A,• t • Ilk l 18 ACP `� - CURB ` 28' TYPE "B" II CURB ACP - I Q CURB INLET 'PRIVATELY MAINTAIIJED CURB INLET COUNTY OF SAN DIEGO 6 / T EXIS7. �� 5' TYPE EXISTING BERM TO BE REhI0VE0 S IDEWA LK FOR PUDLaG AccE�S EXIST. Mme— I DEPARTMENT OF PU BLIC WORKS ; �EET� N B • Bd 0 30" RCP I, "A -4" CLEANOUT 36" RCP MEET XISTING VC. BERM 6 c' II I V N eRCC1s E L C A MI N O R E A I aRAO1NC PLANS F011: V ti ' ^� SUBDIVISON BOU COUNTY OF SAN D I EGO N ov E a z2 �,,, �s���„ a.o �= TRACT 3960 .gQ39$4 f 11 s $ - 15 - Cf}R I Cr•IANuES ✓ to [I FOR CONTINUAT =ON STt% VE W - -- - -- — - -- _ C X24ry AP*PRO'VEO C*4A GES ee1VCH K4A FW, M ROVII ^rtcr •1 CH �— CALIFOIMiNA COOIIOINATE NIIOE% 10 - 1689 l -- ' EXIST. 10" MATER - _ 3 t-19 A - ✓ ✓ APPooewM RM �ElCNNFFION: OC -0077 1/2" STEEL PIN IN CONCRETE IIDM ffT E- P i © �' "�T or n��K roMCS rF COOK LOWER SIX PAO ttEVnT1oN5 2.0 *- (�aa. FROM INTERSECTION OF SAN MARCOS ROAD AND EL CAMINO REAL 4•Ir�3 M""~ "'� MN"n" «wA F� ' _- _ - - -- - -- -Bt R.D. OR ' R/W LINE NEW EN6 /NEEIQ 1, I/ 0.3 MILES NORTH ON EL CAMlNO REAL, 4 FEET SE OF LOCATION; — 1tANNtN6 — R.C.E. 7 — CIVIL ENGINEERING LANG SURVE ® ` ^ AS- BUlL7" `'' -- - '�" PP 121491. 34,5 FEET WEST EL MIND REAL. Lam s IN YI MATES LT D. "` `� SB 35.07- 113.81 MT ALIFAN DRIVE SAN DIEGO, CALIFORNIA C I V I l D E S I B N B R D U P, L 1 U. NECONO FNpr; CDINTY OF SAN DIEGO sere 92111 -2111 .18 U.S —sB — B� .Mw L —�22� rrw 9�•qe� 9eR9!•l - -• —' -- 111 TA.I,.�.,.e�..m PREPARATION A � REV sU11E 100 P.0 he uI10WIl -:eye ELEVATION: 1746 OATUM: C 8 G.S. P. N. W I!` No. Akk - -- IRRIGATION NOES � 1►----- ---� ��or.t *'tom ��-rx. vw.v� roc w eve' r��L 1. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. il- Gr 8 �'�- 2. ALL STREAM SPRAY AND IMPACT SPRINKLERS SHALL BE INSTALLED AT TWELVE V + �J�1i iNKI -�-� (12") INCHES ABOVE FINISH GRADE WITH ONE (1) FLEX RISER AND STARED WITH A TWENTY -FOUR (24 ") LONG, N4 REBAR AND TWO CLAMPS. REFER TO 'hill DETAIL. 3. ALL STREAM SPRAYS AND IMPACT HEADS ON GALVANIZED PIPE SHALL BE TWELVE. (12 ") INCHES ABOVE FINISH GRADE AND STAKED WITH A TWENTY- FOUR (24 ") LONG 114 REBAR AND TWO CLAMPS. REFER TO DETAIL. f (�s �G w�G 4. GALVANIZED PIPE SHALL BE STAPLED TO GROUND EVERY FIVE (5) BEET WITH _ y. rMAll o THIRTY (30) INCH LONG 44 REBAR. WAji 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE. 6. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE " gll Gw PER'S PRESENCE OF THE BUILDER/DEVELO AUTH r�'I�u ORIZED REPRESENTATIVE SHALL ' _it_ �„ Gv� Kill. (4) Tom— PSG NIP�'►� �� PERFORM A TEST COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE �\ �.Qjtfl� IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL o' � I P ERF O RM TO CORRECT ANY INADEQUACIES rJ X7(,7 WI SE _ a 24' �'': 7. PRIOR TO BURYING IRRIGATION LINES: u � G �'(��� A. ALL MAINLINES IN THE SYSTEM SHALL HE CAPPED AND PRESSURE TESTED AT 150 P.S.I. G..IV�+adt�L. UN�- FORA PERIOD OF TWO HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALL NEW MATERIAL IN PLACE. P Ih1��bLl._�. �Q t.t� B. ALL LATERALS SHALL BE PRESSURE TESTED FOR A PERIOD OF ONE HOUR j`� 0= AT THE DESIGN PRESSURE OF THE SYSTEM. f�/ C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE - w•! _ „�� t � COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE ���, A `•' Si'r�'F`t BUILDER /DEVELOPER'S AUTHORIZED REPRESENTATIVE. irPt1GA1– lJi'+ AND ALL 8. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (16) INCHES DEEP, K ate- PAW, LATERALS TWELVE (12 ") INCHES DEEP. RZC70G�v t'� rice IRiJD o.1 Y -- t slMV�te� sip �JII�i�i.�..l!�- ay,��(� 9. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED 0 � rLOw � ' IN GREEN RECTANGULAR VALVE BOXES WITH ONE CUBIC FOOT OF PEA GRAVEL N�N1E # r.!-?�Z BENEATH THE VALVE. GATE VALVES SHOULD BE LOCATED IN THEIR OWN SEPARATE VALVE BOXES. dL+ II, �,-cG! � � 10. ALL WIRE SHALL BE EG AD , DIRECT BURIAL TYPE, AND ALL SPLICES AND -- �j � ZTa � � (JT I V� II[V�I\ / G � � CONNECTIONS SHALL B HE MADfi WITH PEN - TITS CONNECTORS. /��� 11. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. ADDITIONALLY CONTROL WIRE SHALL BE SLEEVED SEPARATELY FROM MAINLINE WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE A MINIMUM OF TWO (2) INCHES IN DIAMETER. 12. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED Z" G.Y, UN►pt�l — � ,�,' �-,p AREAS. ^4 iW �,J � 0 4 1 13. AUTOMATIC CONTROLLER SHALL BE MOUNTED ON PEDESTAL WHERE INDICATED FIN. Opr4b%pll _ _ s i — Lill ON IRRIGATION PLAN. A 110 VOLT "J" BOX CONNECTION SHALL BE PROVIDED AND CONTROL WIRES SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE AND HOOK -UP TO CONTROLLER SHALL 31 BY RUILDIRAPV1ILOPMR. �r'vl� r I 14 CHEC LOWER ELEVATION HEADS WHEN OFF, WATER FLOW 6pil . FROM ��p I F� � H'I'V F A � - . - - 15. THE LANDSCAPE CONTRACTOR SHALL PURNIStI AT THE LOCATION OF THE IRRZGATI METER, A SET ;6 CONCRETE METER BOX. ADDITIONALLY, THE LANDSCAPE 14I 674 1Ht✓Ef� 5T>✓EL. CONTRACTOR SHALL INSTALL TWO EN THE FLANGE GATE (2) INCH FLANGE GATE VALVES ON EACH SIDE • ElI' W16 kow - EIl 5 CL-61 1 - 11 9 C (2) Ti OF THE PROPOSED METER. ALLOW 17 1/8 INCHES BETWE Al, VALVES TO ACCEPT THE TWO (2) - INCH WATER METER. UPON COMPLETION OF ��N LAN151 -.ld_ &,l 01<2 � L ,� ' UH5 O INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INFORM THE BUILDER/ 'FRL0 r lM — DEVELOPER THAT THE IRRIGATION METER MAY BE SET. K/t �' RISER S1�E 5 1 Cool 1' lll IQ 16. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, i ihl�H MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. PVG "N i...JNM- TO It. i V. #4 15W � ii - �V' 17. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FORA PERIOD OF THIRTY L iJ (30) DAYS AND SHALL WATER ON A DAILY BASIS. 18. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. W)< w. / TWi C�l� °Eil✓� 19. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING L.G!'�K P I.ASs 'T'(G GOVE.lZ F -- � My pt�Ay OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO K.r1rt.Jr✓ '�TI�+i 111 ii II AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE V4 06W H�� �I� (} CARRIED OUT BY THE SPRINKLER CONTRACTOR. (COUNTY OF SAN DIEGO, (�� ���)� STANDARD SPECIFICATIONS FOR SPRINKLER IRRIGATION SYSTEMS, DATED ENO AUGUST 10, 19 in CDUV, ca.pLsiCo CoNIV. I mo, U HE - emu, SZ Sir 04 p6P 41 ep%ol � �� rErQEp �1 NITEGT �` Imo L/JtYo F 36 GT 0IeIhKL'z9 F"I l-I Coill PRIVATE CONTRACT PERMITS HET COUNTY OF SAN DIEGO — .— GiNeSpie D@Lo fAflZO, A.S.L.A. i � C>✓FME1'� Q°' " a ,I P!. IG W� `� -� SHEETS - (�" Pir .• PVG Plt'� & /1mociCdaa, InCOrporaled r %qI C-44W HIFFL E WITH REZONE PERMIT NO. PRECISION _;IeZ Q�T101 - { D6T�JLh o�pf,GIPICL�TIOrib FJR paM LarxJscope Nchitechxe. Land Plarx�ing N 2 U 19$ 3733 sixth avenue. Son Diego California o2to3 SPECIAL USE PERMIT NO. COUNTY OF SAN DEGO - -- — 1714) 29rr5fl5 _ - -- - TENTATIVE MAP NO. TRACT 39 MICRnFt , .oc• ; I LI� _ ALL hc)ll &Rbc)m � CCXtVTY APPFIOVEO CHALICES BENCH MARK CALIFORNIA COORDINATE INDEX Ex ill K�i�Q c yJ `V I DESCRIPTION: �.G Nil. D�ttMtio„ AN( by DAN may+ _ __- Approval A.J. Harman EMinnr of work: Z 96'o p u I - DIRECTOR OF iRAMiPWliriWM GOH�t�`�I'f, llJF�'J AS - BUILT �` / d I�( g¢ — - — Pusuc woRK !N/f Ryo R.C.E. S'1k/ IIMJN L11Ni✓. LOCATION: / / W = ;9 v ELEVATION: DATUM: 7 Greding CD ATE v,� W FILE N0. NoText PLANTING NOTES (GENERAL) HYDROSEEDING SPECIFICATIONS HYDROSEEDING MIXTURE AND RATE OF APPLICATION 1. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER 2 LBS /ACRE - EUCALYPTUS CAMALDULENSIS PLANTING. I' 10 LBS /ACRE - ATRIPLEX SEMIBACCATA 2 LBS /ACRE - CISTUS CORSICUS 2. BEFORE PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS 2 LBS /ACRE - ESCHSCHOLZIA CALIFORNICA AND DEBRIS. L' 10 LBS /ACRE - LOTUS CORNICULATUS (INOCULATE) 2 LBS /ACRE - LUPINUS SUCCULENTUS (INOCULATE) 3. ALL GROUND COVER TO RECEIVE 1 -5 GRAM AGRIFORM SLOW RELEASE FERTILIZER 1 LB /ACRE - MIMULUS PUNICEUS AT TIME OF PLANTING. 3 LBS /ACRE - VIGUIERA LACINIATA 4. PRIOR TO COMPLETION OF WORK, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER 34 LBS /ACRE - TOTAL AND ARRANGE FOR A WALK THROUGH OF THE JOB SITE. OWNER MUST ACCEPT IN FULL ALL WORK PRIOR TO BEGINNING OF MAINTENANCE PERIOD. 2 LBS /ACRE - ENCELIA CALIFORNICA 5. AFTER ACCEPTANCE OF WORK IN WRITING FROM OWNER, THE MAINTENANCE PERIOD 10 LBS /ACRE - ATRIPLEX SEMIBACCATA SHALL BEGIN. 2 LBS /ACRE - CISTUS CORSICUS 2 LBS /ACRE - ESCHSCHOLZIA CALIFORNICA 6. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR FOR 10 LBS /ACRE - LOTUS CORNICULATUS (INOCULATE) A PERIOD OF THIRTY DAYS AFTER FINAL ACCEPTANCE BY OWNER AND SHALL IN- 2 LBS /ACRE - LUPINUS SUCCULENTUS (INOCULATE) CLUDE BUT NOT LIMITED TO: 1 LB /ACRE - MIMULUS PUNICEUS 3 LBS /ACRE - VIGUIERA LACINIATA A) WATERING ALL PLANTS ON A DAILY SCHEDULE. 32 LBS /ACRE - TOTAL B) REPLACEMENT OF ALL BARE GROUND COVER AREAS. HYDROSEEDING SUSPENSION OR SLURRY COMPOSITION C) WEEDING, CULTIVATION A14D TRI1411ING A. SEED MIXTURE AT REQUIRED RATE PER ACRE. 7. AT END OF THE MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL APPLY B. 1800# "CONWED" MULCHING FIBRE PER ACRE. AMMONIUM SULFATE AT A RATE OF 5 LBS /1000 FEET, IN ALL PLANTING AREAS. C. 150# /ACRE ECOLOGY CONTROL M- BINDER SOIL STABILANT. D. 300# /ACRE 16 -6 -8 COMMERCIAL FERTILIZER. 8. AT THE END OF THE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OV44ER AND ARRANGE FOR A WALK OWNER MUST DEEM ALL WORK ACCEPTABLE PRIOR TO TERMINATING MAINTENANCE PERIOD. APPLICATION PROCEDURES AND EQUIPMENT 9. UPON COMPLETION, AND BEFORE ANY INSPECTIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS. A. EQUIPMENT - HYDRAULIC I JIPMENT USED FOR THE AP': TCATION OF' THE FERTILIZER, SEED AND SLURRY OF PREPARED [4nOI ''ULP SHALL BE OF THE "SUPER HYDRO- SEEDER" TYPE AS APPROVED HY 9'NII IRAN 01TIOQ COU14TY ENGINEER. THIS EQUIPMENT SHALL HAVE A BUILT - AGITATTr)14 SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40# OF FIBRE MULCH PLUS A COMBINED TOTAL OF 7# FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH -A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NON - FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT, EITHER SELF- PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE THE SLURRY TANK SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. B. PREPARATION - THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITES WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT HALF - THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RE- CIRCULATION SHALL BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY WOOD PULP MULCH. MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST ONE -THIRD (1/3) FILLED WITH WATER. THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS HALF- FILLED WITH WATER. ALL THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME THE TANK IS TWO- THIRDS (2/3) TO THREE - FOURTHS (3/4) FULL. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL. C. APPLICATION - THE OPERATOR SHALL SPRAY THE SLOPES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBRES TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED, AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. D. ALL BARE SPOTS SHALL BE RESEEDED WITHIN NINETY (90) DAYS TO THE SATISFACTION OF THE COUNTY ENGINEER. PRIOR TO THE ACCEPTANCE OF THE HYDROSEEDED AREAS BY THE COUNTY'S RESIDENT ENGINEER, A CERTIFICATION REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATION AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. � �r�x� iTECr � Ivy PRIVATE CONTRACT Gilles PERMITS �� F D � COUNTY OF SAN DIEGO I spie DeLorenzo, A.S.L.A ! FD ,,, r . j Co �' T pJ�-� � � SHEETS & Associates, Inc orpofateCi -- -- REZONE PERMIT NO. Landscape Architecture land Planning J `21�I`I' ' I�Jf'G7 FGGK: r, 4veriue S on Diego caelomia SPECIAL USE PERMIT NO.__ C OUNTY i OF SAN D' •• GO (714)195 -5115 TENTATIVE MAP NO. TRACT 3960 PRECISION COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA_ COORDINATE INDEX a7 e:IIc)'r,069 iai N OV (l No . Dncription App by Dat —_ —_.— ME OV Q Q 1984 DESCRIPTION: _ .._ —___ Approved R.J. Ma iman Engineer of work t N ^ AS- BUILT rl I - — - -- - - DIRECTOR OF MAMiROiiAia *N _ - --- -- - - ___ - -- ---- PUBLIC WDRKS F I ^Ac LOCATION: _. 9y: / R C.E. CJ - -- - -- — = -- -- W Lai RECORD FROM __ ___ q Grading J ELEVATION: DATUM: Permit No. oats Z FILE N0. b y , '$ q {' p Y vPri. t'�+ *9eY' n n ve . . „•. l - x if f t' ... / , , ' / : � , / ~ x « , N � r � Y � x l k .i t t. Y i V r •n , � v � �; i:' �"� ' — -.. / ( 1 �_ { / � ��'''2" 1 \ .� \ ` \\ s� � ��` ,�r. ��tw � r �r,"4fl• P;: P,ak._ k �.�.� -i 11`�7(•'.6'7./F12 I "{.y�p,(�{('") 1 � �, p'1 � ;' ! v �s' y 1�`' \ \� '� , Y ,.' r `' `}� �' t� r '� v v V2 GG T?l t66 tGUDR a fZCgr*� it \•" 0 ifo . \ \ v 6 / if r — x l n I . __. 5 . �� r 3 cay I T J^ Y r syF } / z r dd r — — ti. ea. X . T .;'+ pR [ , t � h.�P \ 0 .� �' � � \� �. -. _. I / V � \ \ � �,. f � �'� � .��*, ;. ,'! . %;� ..ti ;u ^• S.a, w rp ,y�'�4A$,� ' � ,, �'� „ tirR ; S!": Q / A -� .\ — _ I ; A i 5 �� VE�pV V , -- � .� ,, �,. '� �, •., <,}�w ' fi"! .;7 � f rY I 1 _� '1�' �. O \\ \ \ 1 '1 I � I W ' �► / ` \; r •-'"', I, ' :. a J �,a�,Q� a e.:� tP a .';:t � . � 'f " ., � :, \� a g v rJ,. V j X p / 1 .� I I M . / � gt.' µ„X.,w' "•.^. g"411 "� r ."� a ^`,�' \ � � r 1, \_ ._— I I / v I t ��f — m s r; > « \ kk, �� S �x�IS 'I r lr��4l I ':Iy dN4r� o��`Nk r r 1.." ` f • 1 e L N ,4 SUBDIVISON B ' \ \ /,'?� I OU DARY , I � r \ .� , / / / ,` \ / !'�,.. '�, k ��_ --.. . �•�� ;�X + Y +, � , �,,, . �" (j MMyh ° h r 4 PROPOSED PRIVATE DRAINAGE t y SYSTEM 12" ACP b TYPE CATCH BASIN .,,,�` ,. A, A b. ,. ` 4 w R e � 'T f" � BEGIN CONCRETE DITCH TYPE 3 � SEE W z � �V DETAIL SHEET 1 W �- ' � �, / . / t° A �; _ x, ti ff A a, "` x •. k.. i cc I ��� LOT LINE �, "" — � CC ri— OAP! � , x � ..•' . �' �_. 1 > / 14� C \ U PROPOSED PRIVATE DRAINAGE SYSTEM 12" ACP i GRATED 4 09i _ 1 ��� F v C14TCN BASIN.__•__ / \ �c CONCRETE DITCH \ LIMITS OF- PRIVATE TYPE 1 "� T DRIVEWAY 12' 1 SEE DETAI T 1 2 (L SHEET 2 T LIME � a o C) c� 24' r LO LINE , „ lip; \a Z\\ 1 O \ Iu. �• \ ` \ LL) A[ w a , T LI X- tYp t/� - ---- 2 ,Ql� L12 ail +jt , a,J y e l l, ` ;46%, "k 3ply 1 ♦ J' \ v Y , h rin`ti � A e S�1� b 'S a� ' 4 t Air W k • LI! ITS OF I _„� � AD L 9 « ;. '' . � � PRIVATE DRIVEWAY � F I 1 , ' b, div t ' 1 1 7. ��t l 11?.5 �';"',� { AD EL 1 15 , (� 1, / � O J � .� .>r 4 Ki � ° ^rte .•t� .t' v w , � �r) LOT LINE K t� •' , + AD EL 103.5 G E LL AD 117, s'a. It r6 E --- - � A EL 1)1.5 _ v 107 , �M t A •S =Y rJJ fk` 'v1s y� 1 , M i0 1pp ^ j > ��� PROPOSED PRIVATE DRA NAGE� Q5 y, \ AD EL 11 \ r IIOMrN w LLL, \ L �\, K� PROPOSED PRIVATE CATCH \ SY$TEH TO DRAIN BUILDING /' �� I, "rA�. '�, - — BASIN WITH PRIVATE 12" !� _ PADS' • ACP STORM DRAIN _ .r-r 2 . S \ y z GRATED CATCH r r �— y 1 107. 1 NE 10 W \ \ l RI VAT " 1 r° Y 1 24'TYPE X,B„ \ ^, ' P ` _E 12 ACD DAYLIGN �5'CUlt6 r , B INLET 0 8 — \ \ — > G TYPE C CUR Q ` . R/W LINE i . L.O. •+ 'P INLET CURB 30„ CQ 1► 18 "ACP IX ACP 16' TYPE " _ CURB • ' t N f�A `T �— 28' TYPE "B1X ' ;z l CURB INLET € a r. CU CURB INLET I _� I �1/�f8 tltitiAip y 1. EXIST. �i 5' TYPE t EXISTING BERM TO BE RENgVED EXIST. M tY( "§ ` GNIJ'U `` 30" RCP 11 A -4" CLEANOUT 0 36" RC X04L1 }1 � EL CAMINO �°� REAL �, le . — _ U D 0!1 BOUNDA Y } �. ' I � ' :` t • ",N '1 S � \ 5 Y 1 ' vK � ' * tl F t } � .i�.rvi '`•'• !� A `.e r s - ' COUNTY APPROVED CHANGES I BENCH M ' a , , + , EXIST. 10" WATER 16 A ll b � A•, 0.1cri►1wn AIN•+� ►P D eft r+ 1��a P �1 ✓ s ` / rt�•+1.. 1! > DESCUmoN; OC -0077 1/ " STEEL P rf II-II -$L RD. ORKttrtr4l / -- r wwre Fft aumw ' fro 2 'e, -A': t- 1 c :,s rn t tma t - -- FROM INTERSECTION OF SAN MARCO D R/W LINE FOR � FrIft Tt t� I l�L AL ` PLANNING [NGlil[[RIIYC— `AIICJitT�'.74II[ + „•X.n" & �Ol A.S.L.A. S- �� _ - �'II O �L.. ' ,, .'• 9641 Nr►us r w��•o _ 0� T? .>} NORTM' q,. R.C.E. /� 1L.T 91 T ME'5 , P Itl M•+NXR Iri 4 tl 9 rut caa n XXGt7 ++•X n[ � LOf1CI,iCd FVChAeCture, LOnd Plpm ` ., .. , +" J� it 'r' � rn�✓, � lily ' ^ ' '"C E' F. CDO & ASSOCIAT LTD. SB 35.07 - 113.81 -Zy. �3 r of y L. tan un XM REtORO f110M; a +aOQ comm" 3733 Sidh Averwe. Son Diego, Callfomio 92103 t ,I + s•s+: "r a o�t�iin — .a. w"n am SAN MOO CAV "1A K"1 ..,...... ",.1,,..,, PREPARATION AND REVISION LOG l�ta129s -sfts '. ELEVATION: I. • # „�„,�, DA Y»M' S "'"'� .' e�v sp } 1 c °. a m r 2 l r `. t u M:..'. p' . .. ww� - I• ��i n l ; Y •n .a...wa..,_a ,ter t.>kurl��d�t� w.e. �,.� 'a R'+fi„4s r a