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234 GENERAL NOTES: GENERAL UTILITY NOTES: 1 APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE EXISTING UTILITIES: APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF THE EX I STANCE AND LOCATION OF E X I S T I N G UNDERGROUND F A C I L I T I E S LEGEND ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE PURPOSES. RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING � 7- � -- � — 2. FINAL APPROVAL OF THESE GRADING PLANS /SSUBJECT TO FACI L I T I ES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR CUT SLOPE FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY FILL SLOPE PLA NS WHERE APPL ICABL E. FINAL CURB GRADE ELEVATIONS EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF MA Y REQUIRE CHANGES IN THESE PLANS. RECORD OR NOT SHOWN ON THESE PLANS. EX /STING CONTOURS - ZOOS 3, IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL EXPLORATORY EXCAVATION REQUI -- CAAYJND_ PARK NORTH.__UNlZ PROPOSED CO/UTOU/PS 200. SITE CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIST- DAYL/TE L /NE 4, A CONSTRUCTION, EXCAVATION OR ENCROACHMENT I NG UNDERGROUND F A C I L I T I E S SUFFICIENTLY AHEAD OF CONSTRUCTION MAP /YD. C ( u� J7ElJ 91?0GV DITCH (0 - 75) PERMIT FROM THE DIRECTOR OF TRANSPORTATION WILL BE TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE REQUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY OF ACT LOCATION OF EXISTING F A C I L I T I E S . 54 1V /S /ON BOUNDARY .y 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN 7E2 /.P1? ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. PROPOSED STORM DRA / N -- 6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND EX /5TING STORM DRAIN 74"R. 6-5t) LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK TYPE " " CLEANOUT = NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE E AR THWORK C I F I CATIONS : ENCIN/TA // COMMERCIAL BUILDING SITE FOLLOWING AGENCIES � ' TYPE " " INLET (09 MODIFIED) SAN DIEGO GAS& ELECTRIC - - -- _755.6605 GENERAL: L 9932 PACIFIC TELEPHONE --- ___ - - -- 298-0595 ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALI FI ED / 6'X4'RE/IVFORCED CONCRETE 90X(0- 77) - == CATV _--_____ _________ 755-5361 SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO `\ EN CRY ITA SEWER _------- -- - - - --- 753 BE FILLED AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WI TH THE Q PAD ELE!/ATION m0 /85.0 WATER - - - - - - - - - - - - - - - 753-6466 EARTHWORK SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS IN- O VEST I GAT ION FOR THE PROPOSED SUBDIVISION DATED , �' M, ' J 7 RETA /N //VG GI/ALL 7 SOILS REPORT MAY REQUIRED PRIOR TO THE = —� ISSUANCE Of A BUILDING PERMIT CATCH BASIN VIP , $9 Q p 8 APPROVAL OF THESE PLANS BY THE DIRECTOR OF TRANS BRUSH AND TREE REMOVAL: it 0 511EET NUMBER 0 PORTATION DOES NOT AUTHORIZE ANY WORK OR GRADING A� TO BE PERFORMED UNTIL THE PROPERTY OWNER'SPERMIS BRUSH AND TREES SHALL BE REMOVED ONLY WI THIN THE AREA TO BE SION HAS BEEN OBTAINED AND A VALID GRADING PERMIT GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO - HASBEEN/SSUED BE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY EL CAMINO REAL COMPACTED FILL SOILS. _ 9 THE DIRECTOR OF TRANSPORTATIONS APPROVAL OF THESE PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL PIPE REMOVAL: APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES To BE WHERE AN EXISTING ABANDONED CONCRETE PIPE LINE IS NOT REMOVED PLACED ON THE AREA COVERED BY THESE PLANS NO BY THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET WAIVER OF ThE GRADING ORDINANCE REQUIREMENTS OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACT- CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS ED SOILS. IN OTHER AREAS THE PIPE SHOULD BE COMPLETELY PLUG - MADE OR IMPLIED /SECTIONS 87403 & 87410, ANA SUCH GED WITH CONCRETE OR REMOVED. WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF L I 10. ALL OPERATIONS CONDUCTED ON THE PREMISES EXP A NSIVE MATERIALS: INCLUDING THE WARMING UP, REPAIR 4PRIVAL DEPAR EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED TURF OR RUNNING OF TRUCKS,EARTHMOVING FOD/PMENT WITHIN TH UPPER 2 FEET OF ANY FILLS. THE POTENTIALLY EXPAN- CONSTRUCTION EoUIPMENT AND ANY OTHER ASSOCIATED SIVE SOIL MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF THE PROJECT GRADING EoUIPMENT SHALL BE LIMITED TO rHE_PERIOD FILLS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PLANHIS d /TE BETWEEN 700 jm AND 600 p m EACH DAY MONDAY GRADING OPERATIONS AS REQUIRED IN ORDER TO PROVIDE NON- EXPAN- y4 SITE ADDRESS THROUGH SATURDAY AND NO EARTHMOvING OR GRADING SIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS. THIS OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON ALSG APPLIES WHEN POTENTIALLY EXPANSIVE SOILS ARE EXPOSED OR _ M Wm suNDAYSORHOLIOAYs Ex;sT AT PROPOSED GRADES. < WEST 5 /0E OF EL CAM /NO REAL AN40 11 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EX /STING IT rERRA/N TO PRODUCE A CONTOURED TRANSITION FROM F FINI I SN GR_AD I F V MAQTH >f SOUTH SIDE OF {� /A MONTO�. CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO CUT OR FILL SURFACES PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIM- O WNER 12 NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH MED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE MATTER APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE AND DISPOSED OF. �_ /INTER /M 4F: / ,5"LGiPB ,gRjyDCO- /+yam /F /G qn /�S ADJACENT PROPERTY NO PERSON SHALL EXCAVATE ON PiIO/� /OEINTER //Yl LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER BACKFI LL NOTE: r/YOTE 1352P NEWPoRT A{/E 2r /SLOJ°EFirO/Ylt9i9i0/!OF ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FuN WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILD- V ICIN ITY MAP -q I fY0WAo U/VT/L RE719 //Y //Yo9 .10M .10M loo TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER R ING SITES, SOILS REPORTS SMALL BE SUBMITTED TO THE ENGINEER PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, /PALLS i2RF/PP7z1j9zzY TUST/N CA seam PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH N O SCALE % N CO/YSTi'P!/CTEO. ' EROSION, S.I L TING, SCOUR OR OTHER DAMAGE WHICHMIGHT BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN RESUL T FROM THE GRADING DESCRIBED ON THIS PLAN. THE ACCORDANCE WITH THE ON -SITE EARTHWORK SPECIFICATIONS. 0'M0.5 /ES COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR CORRECTION OF NON DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY 13 SLOPE RATIOS CUT 1 X. 1 FOR MINOR SLOPES, 2. 1 FOR MAJOR SLOPES 4" / FILL 2 1 Slopes Deviating From The Above Will Regmre y /1Y 3 $1 Approval E &E AIM'�Y? EX /8T /NC ANO STA. P \ Approval 01 The Director Of Transportation Alter Review Of A Report From A SOUS Engineer. A OR A. B. M, -ALTERNATE CHART V V /DE HOLE /N WALC EXCAVATION /po 000 C Y. FILL 1e0,000 C. Y. WASTE IMPORT -6 C Y A Separate Permit Must F STnRM GRAM PIPE$ :7 3 53' DW OWN M ACCOM00ATE P,KC. Be Obtained For Waste Or Import Area R.C.P C.I.I•P. P.V.C. a ye 5' 50 ALSO PROYIDE.0 WEEPHLY-EC30'QG- .Y.C. ELBOW t e ; SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE ��,�� p 2700 p OI'L�RLAY AS * W JSW ELK CLASS I TYPE B . Ri[S �t A.C. PERMEABLE MATENAL /Pl' 1 f1 CRATLr DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING - 15 A '�� - OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY. AND '� YA.C. �14V /AID CAL-MA SPEC. OF THE P ERM IT TEE DISCO N OTIF Y GRADING E OPERATIONS TRA WILL NOT ? /�EMOI�E �' 9, 9' rr r 1 G 'b,t CNfM e ► ► 0.7 RECOMMENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN MAW : /� c AUTHORITY FROM THED IRECTOROF TRANSPORTATION TODOSO. x Z _ AS UILT RAWNVG 14. NEI THER THE OWNER, NOR THE ENGINEER OF WORK WILL ALTERNATE NOTES " — -- — ___;] /o' ENFORCE SAFETY MEASURES OR REGULATIONS. THE 6 CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN J/aL/171L/C EX /d T. A.C. POwr , &WHE EXIST A.C. AWN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL I.) C.I.P.P. MAY BE AN ALTERNATE TO THE PLANS AS HOUSHMAND AF HI RICE 1 8878 BE SOLELY RESPONSIBLE FOR CO*FORMING TO ALL LOCAL, AS LONG AS IT MEETS COUNTY OF SAN DIEGO DESIGN A3 REQUIRED. . STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, AND PROCEDURE MANUAL REQUIREMENTS. G "TYPE "6" PAVE ACCORDING TIC MINTY TYP /CAL SECT /ON : RETA /N/NG WALL LAWS AND REGULATIONS. 2.) HYDRAULIC CALCULATIONS WILL BE PROVIDED FOR CY/Rd SITTER E/VG/IVEER REQU//REM&M NO .SCAILE THE PROPOSED ALTERNATE C.I. P. P. 4" ASPHALT caVcmrE OoYCR 15. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH 3.) THE PROPOSED DRAINAGE EASEMENT TO THE COUNTY B" CLAS r AIMMATE OF SAN DIEGO FLOOD CONTROL DISTRICT WILL HAVE SAN DIEGO COUNTY STANDARD DRAWINGS, DS- 8,10,11,75. , � (CAIMAN " TO BE INCREASED FROM 20 WIDE TO 22 WIDE. ) OVER ,! NAT /VE RETA /N /NGN4LL5 5f10WN ON THESE PLANS 4AVS, /*MCA047it7N RICK ENGINEERING COMPANY 16. HYDRO SEED ALL SLOPES OVER 3' IN HEIGHT 4.) THE ALTERNATE FOR THE 96 R.C.P. IS 1 -84' AND SLIMeAZE WMPACM9 7V ONLY. A Se,%fATE 94114,04V PE,PM /T.1N0 /NSPEC7 /ONw /LL ,BE PLANNERS - CIVIL ENGINEERS • LAND SURVEYORS ACCORDING TO SAN DIEGO COUNTY SPECIFICATION. 1- 72 C.I. P. P. THE TOPS OF THE TWO PI PIES SHOULD 15% RELA7/1r "mpACT /ON ,PEQU7RE0 FiPOM 7OW XIIWOW /NSPWCT/O/V AE•PAR.NE�VT / w 5020 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110- TILEPHOW (711) 11014M BE THE SAME ELEVATION. 17. CUT 81 FILL SLOPES SHALL BE LANDSCAPED PRIOR TO 5.) THE TRANSITION OF THE STRUCTURES WILL BE REDESIGNED 711E /R CONSTRGC770AI OaysTAL PE.QM /7 �O -8f/ 30Z PRIVATE CONTRACT OCTOBER I-ST. TO ACCOMMODATE THE TWO C.I.P.P. 18. GRADING PROHIBITED FROM OCTOBER I TO APRIL I. TY /CAL SECTION LEGAL PERMITS Mw p�A EL CAM /NO REAL PARCEL e, PARCEL MAP NO. 4e74 CURB GRADE N0. C. G. 2519 s25� NO . AL REZONE PERMIT NO. APPD. _ GRADING PLANS FOR SPECIAL USE PERMIT NO. APPD _ TENTATIVE MAP NO. APPD- COMMEfNCIAL BUILDING SITE COUNTY APPROVED CHANGES BENCH MARK IN ENCINITAS $ CALIFORNIA COORDINATE INDEX 322- /699 Dounpbon Algrovod by Dote r DESCRIPTION: TOP BRAJJ WELL MONUMENT �" � E N wM VO /� CT.S { p r 7 t 8 w"M'rwLNt ��NIE� VY16e 3N�CTS, ?r�425 LOCATION /NTERSECT/ON OF E/VC /N/TAS BLVD. ANO /SEY /51E SNTNUA(�IRS �°�f EL CAM /NO REAL AS BUILT F /�I RECORD FROM. TY or SAN O/C00 04 ELEVATION DATUM. �""^ No FILE NO. UY 2319 Pool[CT NO ,67 i �' � r JJ�r�� r�J�������J '���� ��/ Jr�I J r' - � J1� J\/O, 75./if/ , ' �- - - - �- r- � -- �- - = z1� �� LEGEND L Z /9.O _ ? J9. 7� ,� L 216_J� I L 17.3 M 15.5 214.7 X213.8 212.6 '' 105 _� !06 >0 7 216 Y' 110 1I 1 J -' IJ2 r 1 104 -- 9_ -- _ - -- —J Ig 9 9 � � � � ` �. - � • __ . � —_,._ s 6' , o i gl9 '_ G G /P N /GN W//L ' L d �i� 1 " \ 5,5 ►� � SHOP E F.F• /67.2 1 ! F. F. /6G. 7 FF. W. 7 PAO /GrcO �� 06 �o Er,s9po5o 9 5.3 $0. -- - - - - -- -- — v w' 1 5z W. \� ooa I �l /a II BLDG. "pUMBER X jar 5��5 0 Cf e 2.7 ia� {19 PAD /8P.0 ro /B do ti 1 �I f \ L /►� ��T /u 3 I I o Z / w n l� i s /. / M� MC I /SP,I,rT �Ia1JDNV �" � `L W v W E/ ' 690 , 3, 5 0 i. F. /76'160 I P, 0 /7s. /o // Z y ,ALP ' -,or {�9' ANo. 'C 1 � - - - -� _ c ,gwoP I1 u o h R.W. 77 00 i r „ •... fir' � F. 177. 7 w 4 PAD 177.0 - - " � � " � . r F 17C.I F. /7S 3 I M. 4 fW /:M'./ P/!O /74.6 I PAD ' Er 0.5p0 (� � y6 / r ` L I � - �' G9•�� d SHOPS � I k �. I N. /COO P O A . pDg F 9 PER G - 9tJ2 " RICK ENGINEERING COMPANY _ - PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS ^_ _ - -- - - - . -, - - :. - .• —'-- ` 6620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•TELEPHOPS(714) 291 -0707 see/RC7:DIY0. N� -T YRE A -6" ag FOR STREET 4) � •eg o FOR S1t9TAY 10) / M z' of �` a' ti' \ Q PRIVATE CONTRACT 4 Er s9 ND, C 6.2050 I k PLANS 9iE ?.YEBT O C.O. h h O q \ \� \ i 0 65o 1 N2t4 acc C.G. P5/9 I I C , GOYNTT OP DAN DIEGO MPR01/EMENt I EL ti, _ GAMING RE 5 2 T NPARTYGNT O/ PYDLIC 1NOG SHEETS RlSAL- w 2�1Wp 44ffLCAM/ RE4L I I o o�alo Ya4 GWTO/r0 a� ORAOMM PLANS FOR: , 0 0 1 � o _ COMMERCIAL BUILDING SITE $ e couarr Aw0 emm"m IN ENCINITAS III — — ! — — — — N.. D..a 'NrCN MARK CALr OOMA COORDOWM Nd XX /cB \ Ad �!/ /LT ~ , Dea NT ripji9n: _ TDP dWlss IYE Ad24V A'MIpyED: En of Mbrk• h 's bs.d Fr«n: Llxi'b�TY d� S/N D /FIFO v a w w ? 690,65r) w c„ FGRADW ZZO79 D.1,,,,, NS L- Dots: PEFWT No L -0487 0t FILE NO. UY 2319 CONSTRUCTION CHANGE ��B•22'.�s PROJECT NO. 916 7 y REF. .,d7)*v /YO. TM ..74 44_ ( I \I S'E'E .S'.b+EFT /YO. 4 \ /�l 7� �. JA IL ^Ls sc ' L 223.0 218.0 — 7 . - -- 150 - - -- - (_719 ..._ _-_. -Mr. - PRl7J�R - -/•!IL - 120 }� -- -0 _ w ch ` II •. qq � Ec, g69 6p0 O li f.B. /77.5 Iii T.A.' AVJ T.A✓ /11GS \ T. /X.0 F.6. / .B .'a / .0 f. 6' I e /M•a rr -- ff > 71 /7.5 �o 1y Q I I 1 /7. �V 5# a I A-F• /7 •S - F_F/765 �5 19910/76• , )cw'v /75.8 �_� {5t I I .._ - - - C� 4 7W179.5 w 7 z it 'O 5 o z t— 1 {1 95 I I T'I7o.r:cw awle — 1 D %7 s h >=v / c OP1�.IwJO.drE16 i :J \ nl 4+ � _ a P D /7 Z Of 1 00e (/� H�// fj i {1 _� 68 9, go / Ff 170.5 �} /�/� /72.7 � - WjO /7Z.0 11 �' 7; /730 h /t a � FG 1P.5 » G / r . - -- /r f 4ry , 0 a 9 � 71f.' /73.0 PO410 �p 3t " N F.O. /G A _ / PASO c7J / Al • , {: h� °' ; - - --- Z2�DAS.I A4IGE� 1- � / i�!*D ��7 � � /C 0 y s 7,f 05 RAI 764 I c-IRP � 1 A9D /144.0 RICK ENGINEERING COMPANY PLANNERS ARCHITECTS - CIVIL ENGINEERS • LAND SURVEYORS 3i20 FRIAM MAO, SAN DIEGO, CALIFORNIA 8110 • TELE►HONE (714) 791.0707 -- - - - -- PRIb14TE CONTRACT COUNTY O/ SAN MOO SHEET ONIANTNCNT OI ►►IC wONKO IM v • _` 3 o - - II - -s - -- - -E•6 `l S;p - -- fa oRADINO'►LA1 FOR: 1 f� \�u U fit\ Q StREET /MPR AIENTS a FO TORM ORA /N PLANS COMMERCIAL BUILDING SITE 4 SEE 'SN�'E T 3 L--=447 s � acre. to /f C OUNIff � cN IN ENCINITAS 111 e In EL CAM /NO _ REAL N .. �,,,, AWw#W w Daft ..NCH MARK aK roiwlAOaoRo I►n I�ocx - — — REVISE SHBETM'AI9ER4 � I Deccriptieee I MP "SS #ELL "I/A A',r A D: of 1A4r11: V '4 o c*00 Ykl tY p AL'S �/ /LT r f LeceHen: sy, HMAND AFTANI R. 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IL L�J { K NW�NI ws.� EENEIIAI � ' M M .rD 11�� Nam me T - A � — - lb" Z _ - - - - i�^C.TYG�t "� -_� - - - _ x- Lr IMPROVEMENT OLR� CLtsN,O�T � TR�►>~/3/T /ON '3Tl=tJCTUI� - CL�/►IV ®L/T ♦ T11GI►M�/T /OAl �`TQCICTZIR,L STORM DRAIN DETAILS COUNTY APPROVED CHANGES BENCH MARK W M7 TAS • No. DErrou" AgrevW by DOW _ Yo /d 5vnt Sri DESCRIPTION IIEeM„ww,ly A.w.... NJ '64 1 • LOCATION r r IVIf10N ENGINEER RECORD FROM GRADIM ,wQ� ELEVATION DATUM 7 1 PERNUT NO.L�= SLZ�t_ .'.. �yW G f6 JGl �I. li.i P100ACT NO . II ,x t M.H. J J f ,GL Ti 400 J I 7 t7— L INO t Ll • `r o• +� T�PNsi TioN •-r ao -.0 '14�1CCIp �G-TtlsT� ELFV/+7 /Oh! G ELF- t/.4T /on/ _ �IEcT /O/-/ A - �4 SEC j D - E, I I a c.^ L.,! CL�pn10LJ? � T/�Z/�N�3 /T /O/V '. .fir. �n T7 1 — — — — & 9 � pIpoo Q b a I orw - - °#, urn o �•I j c 4' ¢ 15. co' • 4' 12 c.B, _ 0� i ,� C'L,�lii4T /O ti/ � - �L� ✓AT /ON tar �LEt/V+T /ant .ALI' Af t /l_�I 3C�LE /,� /l"On ' le / / M � µOL.L•' I MaL I � 'i ✓I�P��I I � — �� lo' -��_ moo' -v� -- -- wrw.cc am °I CA c':1= C. P. •IVIL AND 91AY6TYRAI uAINAEAA r o RICK ENGINEERING COMPANY PLANNERS CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD. SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 �IVATE CONTRACT Of>l l >✓`1� L.gA T �TRZL./cTL/IZ� bloc, co I K III ' c, s, 1. 0 C T /O h( Z_; C ! + 004MTV •P SAN M�ANT flfN � dw > '/C"L� -f s / / -On C�Lir : / -G� 1_T MfNT OP PYfllt NNNf >µ/( - i IKANS FOR THE IMPROVEMENT OF STORM DRAIN DETAILS COUNTY APfIIM CHANG" BENCH MARK IN VVI TAS11F No Otwipuon Approved by DMe DESCRIPTION RwommeIIII /for approval AprorM 1 1 A IL fttwa L IIMMMMIMW LOCATION. MNIDIV ISION ENGINEE 11"lloom or pals= If E i1 ♦worA _ RECORD FROM GRADING _ COP ELEVATION. DATUM PERMIT NO. 0 , 9 i 1 . ' m1mw u►vlt►. $ d N� a't�► T 4 mow. �• � J L U4. �- • = M V'�' i M ._ r �#�srt- s � o r • 11�Ir — H 1 t M ♦ w - 1 � i 110A ' do •' cow. I44c , 0 0 jp Ago foe dW 11ss 1 a14 , .. R OW NRt p N� eA+c ` 10 0"" lit ' p#A � 1 "ice• � I� 1" � 1 �.� »w'�RnEr 1<III. 6t• IR Ip1i, e/NL.IiI[. . i f t /IN fir Ai/. t�{ • _ •4 N'M I " 0160K O � a �•� Q � 1 pw 4&40 Tw 01 11•M�K � a . , bwt w M ve •� co t I }_ = •(III 18 i H ir 44= I2' 15 0190L AND •TONS"" "l ""Less lt#CK ENGINEERING COMPANY PLANNERS • CIVIL ENGINEERS • LAND SURVEYORS Mn ""AM ROAD. OAN 01900. CALMMNU 9=110 • T[L[PHOIt (714) n1.07p IVATE ONTRAGT "an � 2 PLANS FOR THE /MPROVEAffNf W RETAINING WALLS c%XrrrY APFIONWEO C #WNC..H MARK INI7AS OnclyuM APNwd Ay am M DESCRIPTION. Asmmer4m M AAA y , -- -- LKAT1011 .I w.rk • RECORD FROM L 04S7 ELEVATION. DATUM sum T _ - a- >5a 218 772r'cS. ' ;- 2t2E -; _ �_r �__..__� � J...._ _. 0 ,, __._. _ ..... �,: ._...._.� 1� _ _..._�.._ : ._�,,,_... 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Ag :.. ......_ , ._....._._._ '5620 FR ARS ROAO, SAN OlF.GO, CALIFORNIA 9ZT P#>' Tf. t,E6'HONE. tPS4 253 -d1 Xp7 CX 7 r�7 u .., b! �9 (y , lmpl?ovu NTs iii _ .._.__ w.__.._. "..__..'... . ..._......__� _�__� SPECIAL USE PERMIT NO ... _ Ian -,rte, d `> T M N4 PRIVATE SON FIAT <€ Y F'ef SI£ f1vi t�r?ddtti FOR �5'wcr � ,� (. aelf , ca c 5 _ P4,4*s see 7 q) r ��r�v Nt�urs i . �� �I ~ _ SCC C.G �5J9 . crur�ry ray sa r�l�l�a I_... C No, C(5-2614 14` I SHEEP t I a EL CAMIA10 REAL E 28 1 _ .._ _ _ _ X .... — — __......_.W ......... _ � _.. _ ........ _.._._....__ � � n+ � S EEr3.r _._ (ry ....._- _._._.. ... — .._ �ENCiI 'EEi+1PvG "- PAR7 E'W _.........__ ___ , I 17 LGdMIHOKEAL- , Gf G< 1- 646 04 f, �f�7 i 09, I Q ( Ch�00 VIA MG1^l7CJIC ©. %� � � ✓iG�1 T ���� �� � � 4 EIVCINl TA .IZI COUNTY AM BE NCH MARK O Mt) NliATE INDEX....,� _ .. .. ..._ . _ Ne. Descrip#ion ApMrewf W Date CHA OVID 9E CAL C _ Daecriptien: ALL /1/It_ f1 _+�+fl�T APPROVED: Engkt�srotWork: �s ever �� g Lecatien: IE 4 Record Prom: Elw: ?1D �� Datum: 5. f [ GRABING Date: P E RMIT Nf). FILE NQ. UY 2519 ___._._...._ _._..___ �.... ' PROJECT N 916 R .✓ FI ,._... r l / �` , 1 v 2139 —_212. 7 f „r _... t Z(}I _ - 2275 7 - _ - 1 ~_ f t . f16 t ?_ mw_. _ . _.__ __ ... _. -::' _ �_� ;' i .a,......__ ,� �' _ _ _ _ ' p tl j f t J�jJ y yg / 1 TEE j J o p t y _.. .__, ...._.. - ....._ -... ._._..".,, ..,,,. .,, �,,,_ _ ��>t•4'(r. _FFti- YGr7�� ... _ .,. "' "' ..._........._.. _" - ^'.- L.-- .»_.. = ..+... - ......... ..�.... i_ J 1 ✓_ L, i ,.�— �- .+�.�...wi....W:. �� � •/ � ...{ t� Ir �''� _.. - - !24 . S�",q P .«„ ........ ..r.._ .........�. _ ......... .�. J ..... maws„....... .., ......... _....._ J ..e.. ......... _ ! .._ . , -�. 5 f G {. gol „ „ � ? . b PA /76, Q /^ r /j f d f ..,a —« _.. j q a , r 8� t3 (y ,� p t _ .... 1} {{ "ts`J 1� i 0 J/ � a 4 P « ; 1A r/ \ J f 'S -'.... Ld UJ r� �- , - f74 jj o., i I r , >, __. , ----- ---- -- a� T r ten i i T l I r i .ao J ' G - FA e:. „ ,-. t .--- f 1' e f c — 7°�: -. a..a --• ....._ .. ,.. ' .. N.. y � _. •. — _•��.1 C� < I Ss' c'(I 17,PA1NAfiE ES T — ,.la�l —"' _'_— =—• ,' �i`[N�i ii o 22as cd ~ M _ ) 3b, 14 �� "'' ' tS e v ZAU "9u \ µ { I � « Imo. T RICK ENGINEERING C MP'A' PLANNERS ARCHITECTS CIVIL ENGINEERS LAND SURVEYORS opew -TELEPHONE - %' { I J �l 5W FRIARS ROAD, SAN DIEGO, CAUFORMA 92110 • E 71 1 II ` 6 \ - \ { 7 2A 7 p 07 «« Y �` .• q (� w L . SPECIAL_ USE PERMIT NU. TM, NO TRACT S H EE T COUNTY OE SRN DIEGO O I _ 1O ENGINEERING DEPARIMENT 60 S7 i �• ....... .0 _ . .._ °•- FOR` "47,0RM ONAIN PLANS FOR S EV' IMF MEN7S ENCINI7A S .� SEE $HE T W, 5 06-25/9 SEE C,O. e519 _ EL zap CANT //L't � ^ couNm ArrRov�o c�ua�e� UNCH, MARK C AUFCfRN1ACQORD COORDINATE INDEX -- __....... .. _ _.. ...__ . _ ..._..___.. — �.. W __... _.. .....__M..... A PO" AW*Vod iy Dow �... _ .._ _ ... - ._. f� Ef i L Dncrl ti TO)o 3 *ASS *&L MONUMEr I E 741 7U Y1fi TD/ttJ 3t 3l l�l!ISE N _ APPROVED: I Ea pirwer r f W ss � : �__.__ T v c We R / awn: Bb's � R,C,E. if1tY_Eli(� G GRADING a r Fit 1tword From: 7 79 LTf IJl Datum: ( t)qi* : PERMI RMI _ NO. � 0 ...... _ it i FILE NO. UY 2519 PROJECT NO. I� _,,� i I I - - - - -- IRRIGATION SYSTEM - - - - -- b• Steel pips flttinil shall be heavy pattern. banded. e. Where excavating or 'Jacking" is required under asphalt Generals galvanized malleable Iron. threaded pipe fittings. All pavement. sidews Ike, roads. etc., care shall be taken In nlpplea shall be of the some material as the pipe and backfIIIIno with aan III . tamping, and Inundating with All of tha provisions of the General CondItIona and the Special galvanized. BuahIn9a. close nlpplea and craaaaa ere not water. Conditions of the Specifications shall apply with the some force and to be Installed. effect as though written In full herein. 5. Temporary Reps Ito9 C. Pipe shall be carefully cleaned before Installation. The A. Scope of Works ends of all threaded pipe shall be reamed out full size. The owner reserves the right to make temporary repairs as Joints In all screwed piping shall be made by applying an necessary to keep the sprinkler system equipment In operating The work Included In these specifications shall conaIat of approved oil base thread lubricant on the mete thread condltlon• The exereIaa of thIa right by the owner Shall not tha furnlahing of all Iabor. tool a. machinery, motor IaIa, only. relieve the Contractor of his reponolbllitI** under the terms appliances and processes required for the I nets IIatIon of a of the guarantee as herein specified• complete landscape Irrigation system herein specified and 3. Quick Coupling Valves shown on the accompanying drawing(s). 6. Pressure Tests a. Valve sh'oll be made of Bronze construction, spring B. General Requirements and with molded Vinyl Yellow top. a. All pressure lines shall be tested under hydrostatic pressure of 125 pounds per square inch. 1. Intents b. Contractor shall provide two (2) Quick Coupler keys and two (2) swivel hose Ells to Ownsr /Developer upon final Is - Pressure shall be auataInad in the lines for not less The Intent of the drawings and specifications Is to Indicate acceptance of work. than four (4) hours. If looks develop. the Joints ohs II and specify a complete and efficient sprinkler Irrigation be replaced and the test repeated until the entire system system reedy for use In accordance with the manufacturer's 4. Remote Control Valves$ Is proved watertight. recommendationsi and, meeting the approval of the Builder Developer authorized representative without further a. Control valves shall be the model and eizr as Indicated c. Upon completion of each phase of the work. the Contractor coot of labor and material to the Builder on plan. shall check and adjust each sprinkler head to meet the site requirements and plan. 2. Verification of Dimensional b. Each remote control valve shall be housed in an A.B.S. valve box marked "R.V.0 ". with station number Indicated 7. Sprinklera t All plot dimensions are approximate. Before proceeding with on top of valve box. any work. the Contractor shall carefully check and,varIfy all s. All nozzles on Sprinklera shall be tightened after dimensions and Shall report any varIatIona to the 5. Control Wit ino' Installation. All sprinklers having an adjustment stem. Budder- Developer's authorized agent. shell be adjusted on a lateral IIne for the proper a. Connections between the controller and remote control radius. dismeter and /or gallonage. 3. Explanation of Drowingas valves shall be made with direct burial wire AWG - UF type. Installed In accordance with wIra alzIng oharta and b• All sprinkler heads shell be act perpendicular to Due to the acaIa of the drawings. It is not poaaIbIa to Spec lflcatlons• flnlahed grades %nIaaa otherwise dealgnsted on plans. Indicate all offsets, flttings, etc., which may be required. The Contractor shell carefully Investigate the alructural and b - WIrInp shell occupy the same trench and shell be 8. Automstic Controller Location and Installation flnlahed condltlona affecting all hIa work, and plan his work Installed along the some route as the pressure supply accordingly, furnlahing such fIttInga. etc.. as may be Iinos where ever possible. e. Automatic controllers shell be InataII*d at locations required to meet such condltlona• Drawings are generally shown on the plans. Pedestal mounted controllers shall dlagremstIc and Indicative of the work to be instal led. The C. All splices shell be soldered. coated with General be mounted on a suitable concrete base. work shall be Installed In the most direct and workmanlike Bakelite Cement (or equal). wrapped with electrical tape. manner, so that conflicts between sprinkler system, planting and coated with an outer layer of General Bakelite Cement b. Controller location I aaaantIaIIy diagrammatic, and and architectural features shall b avoided. (or equal). An expansion curl should be provided wlthln shall be specifically located. by the owner or his three (3) feat of each alto connection and at least every representative. 4. Site Conditional 100 feet of wire length on rune more then 100 feet In length. Expansion curls shall be formed by wrapping at C. All local and applicable codes shell take precedence In The Contractor shall examine carefully the site of work least five (5) turns of at to around a one (1) isich pipe the furnishing and /or connecting of a 100 volt eleetrIcel contemplated and the propoael. plena. specifications, and all or more In diameter, then withdrawing pipe. service to the controller. This service will be provided other contract documents. It will be assumed that the by owner. Contractor has Investigated and la satisfied as to the d. Whisre more then one (1) wire is placed In a trench. the conditions to be encountered. so to the character. quality wlrinp shall be taped together In Intervals of twelve 9. Backflow Prevention Units and quantity of work to be performed and materials to be (12) feet• furnished, and as to the requirements of the Spec IfI cat I one • UnIaaa otherwise Spec lfled. the backflow prevention shall be If the Contractor willfully proceeds with Installation In an 6. Sprinkler Heads of size and type as spool fled on the Plana and shell be area that he knows that there are dIscr&pencles. he will instal lad In accordance with detailed drawings shown and /or assume all expenses as his own. a. Sprinkler heads shall be the model and type indicated on as recommended by the manufacturer at the locations shown on 5. Permits and Feces the Alen. the drawings In accordance with local codes• The Contractor shall a DD I Y and pay for all necessary permits 7. Sprinkler RIaara9 10. Completion and foes required In the puPsuit of his work as required by a. All rlaers and awing Joints for sprinklers shall be The work will be accepted In writ Ino when the whole shall the governing codes. galvanized or PVC as shown on detail drawings• have been completed satisfactorily to the Landscape Architect. In Judging the work. no allowance for deviation 6. Source of Water Supply b• All rlcare shall be Installed In accordance with the from the or[ glnaI plena and Spec ifIcatIana will be made detail drawings• unless already approved In writing at proper times. The Contractor shall verify and be fami liar with the Ioc9t10n. Size and detsll of the meter, provided as the D. Instal lstionI Should It become necessary. due to davaIopad condltlona. to source of water supply to the aprInk Ier system. as shown on occupy any position of the work before the contract I fully plane. 1. Standard of Installation completed. such occupancy shell not constitute acceptance. 7. Existing Utilities and Conditions Material and workmanship shall be In accordance with local 11. Guarantees codes and ordinances of legally constituted authorities. Prior to cutting Into the soil, the Contractor shall locate except where pravIaIana of these specifications exceed such The entire apt lnklar system shall be guaranteed by the all cob Is*. conduits, sewers, septic tanks. and other such requirements. these specifications shall govern. Contractor as to materiel and workmanship, including sett IIn9 utilities as are commonly encountered underground and he of backfIIIad areas below grade for a period of one (1) year shall take proper precautions not to damage or disturb such 2. Excavations% from the date of comp letion• If settlement occurs and Improvements. If a conflict exists between such obstacles adjustments in pipes, valves, and apt lnklar he ad e. sod or and the proposed work. the Contractor shall promptly notify e. Excavations shell be open vertical construction paving I necessary to bring the system to the proper IavaI the Builder- Developer's authorized agent who will arrange for sufficiently wide to provide free working specs around of permanent grades. the Contractor, as part of the work relocations. The Contractor will proceed In the some manner the work Installed and to provide ample space for under this contract, shall make all adjustments without extra If rock layer or any other condition encountered underground beekfllling and tamping. coat to the Owner. makes changes advisable. b. Trenches for pipe shall be out to required grade lines. 12. Maintenances Where Investigation of subsurface conditions have been made and oompacted to provide an accurate grade and uniform by a quallfled body In areas where work Is to be performed or bearing for the length of the line. The Contractor shall maintain the Irrigation system during In areas In which local materials may be obtal nod, Contractor the maintenance period so specified in guarantee. Landscape may reque }t the use of such Information, but will be directly C. When two pipes ere to be placed In the same trench It is maintenance shall be for 4 110-day period• responsible for Its verification and accuracy. required to maintain a six (6) Inch apace between pipes as a minlmum. � C4, S. Verification of Finish Grade �� d. Depth of trenches shall be sufficient to provide a The Contractor shall verify the correctness of all fIniah minlmum cover above the top of the pipe as follows W Li 2248 grades wlthln the work area in order to insure the proper soli coverage (as Specified) of the sprinkler system pipes. 36 Inch over main line under roadway SIGNATURE C . Mater I s I a s 24 1 n e h o v e r m a i n I I ne. under pressure 1P - D A 12 inch over non - pressure lateral lines F OFCAL�F 1. PIaatIo PIpa end Fittings 3. JoInIn9 of PIpe$ a. Extruded from 10OX virgin polyvinyl chloride (PVC). The Contractor Is responsible to be familiar with any and all OutaIda diameter of plastic pipe shell be the same size methods of assembling. Joining end Installing of the various as iron pipe. with plain ends. types of pipes to be used. He will adhere In strict Ll accordance with manufacturer's recommended guide- If. during b. Pipe shall be continuously and permanently marked with any phase of the work. the owner finds that the Contractor, the following Informations or any of his workmen, are not familiar with the recommended procedures. the Contractor shall sprang& with manufaoturer Manufacturer's Name for the services of s qualified manufacturer's representative Nominal Pipe Size to Instruct workmen In the proper recommended procedures. PVC Type S.D.R. or Pressure Rating 4. Backfilling$ Extrusion Date c. Plastic flttings shall be manufactured by pipe a. BackfI11. shell not be placed until the Installed ET COUNTY OF SAN DIEGO aprinklar Irrigation system has been Inapectad and ENGINEERING DEPARTMENT manufacturer. Fittings shall be Type II. Schedule 40, approved by the owner's representative. SHEETS N.S.F. approved. b - B m l she 1 1 be approved soil. l. Un SPFC /F/ C�9rMNAMIRRIMrA W d. Solvent shall be as recommended by pipe /fitting a I . In ncc I uud d I no clods and rocks. over 2 -1/2 (ttwwo o and mastteerr I nd d �/ ��/ / � / �� / I MERCIAV A & DO OS D, /�/� manufacturer. one-half) Inches In size, shall be removed from . premissa and disposed of legally at no cost to the owner. )'TANNS 1rs/ e. Main supply pressure Il resit be PVC Type I. Grade 11. �2 OV MIMS p1' 1220 Clara 315 as manuf ured by Laaco Industries or c. All bsckfllllnp shall be done carefully and shall be E:OIJNTY � approved equal. properly tamped. Sandy soli only shall be tamped and RENCN MARK 2. Steel Pipe end Fltting•s puddled to eliminate any voids. �`y/" �itl($ MMawrRq Deft Description. a d - Surplus. earth remelnIn9 after bsokfilling shell be A , s• Steel pipe shell be new, scale - free, mild steel pipe and disposed of on the premises as directed by the owner's .45 9U/ . loaatien: Shall be standard weight. Schedule 40 galvanized• representative. Aft Rocorr F►o,a: GRAOM New: Datum: DOIR: PERW NO. FILE NO. PROJECT NO. i f t - , J (� I - --, �J, t , 2190_, ?1Z3 _ -- �._. r - - _ 2147 :.13Q .:�1E r . - _ _. ;._.. --� X 2117 i50 i z _, r"2155�.._ ___ i .. _ _ ,t .# ....I�._ —.� � -- 9.c'o; 1 ` 104 J 105 J . 106 - "1. _...� — -r l _. 113 (9, 110 ' 107 1 „42 E _ r t �.. ...._.._.._ _ ! � ..:4 G/.J� °?.'c' r 1 .,.+�'�.�c•- g 'l.. -c\�9 '' 9 J •� „ � , �..., 1� \` Q^• -.,` "� - 1� r *1 � iY 2 �j YI 'L ....._ J CYs f F F—J, �?�.9 } sz `S�t ^T'a. t � iX t �.,r�`r No f'A .'...._�_. L �` - /95 " ... o � ^ 1 f ,l !9350 t 0 i r v I .._._ ' J -,r a.r i .' oil r IN �o z� �' _._.---- -`- --`—". _ �,>r try � � t ,--•' ,• :% + / �/ 5 l I r 0 i y uJ L �` .........__...� ..w , U.1 3f1 ''� /' 'h III �rW » f6> it r i� f q ' 1 0 ti - , ,�' 3+ - J , • E � F Y � j' _ > 70 ne _ -ri ° / ... ' »" __ 1 --: -- X 96 "R. CfI I X EBM 1 '�\ j t�J / ;. ,, � ) .. ...r_° , /j/' .,s .. ,�,•,,."t' "Nam �,�'�� •+'CS ,� T. J � E s j C 1 C i IM T x �. �. FO�Pe1DLCapF9 I f w.. " "��-• J't �/- � t_ 2218 � : FA '~ I Z S:�� 34 &WS 77 1 I f'" L- 9932 - _.._. � x 1 I m f tZ''7'V.0 �. J / IE i I I OF CALF w 11 I I ,.. Ir I _.._ tw f -W _....._ - 1 RICK ENGINEERING COMPANY 1 *t.....'...'....... 2 ' - v _ _r o i 1 1 _._Y,. - 7 PLANNERS ARGf'9 €TECTS C9V1L ENGINEERS iANU S! °2VEY ........ .... .... _ ......... ....._ ..:...... ......... ..._... ........ ...:.:. .... - ..............._.... ... ........ _. .__. L tr u��i . ......... ' °l�9tj. ^' .... .._..__......_...._ _._............ I � , .. _._._ I 6 _ �4 �qA j r ;5x _ SPECIAL USE PERMIT NO, LarYO.• �` i 1h T YPf "WrB" Sk fDR ST A& FOR STREET - ............. t t�/PROVEi4 ENT3 tq E TM, NO. _.__ -_ PRIVATE CONTRACT co G' L? �I •. PLANS 51'E° 35 u°i NO, 4 CG c5t '� 5EE C.G. 1'519 I � _ ... __ COUNTY OF SAN DiFG0 I [._...._ - -�.x EL CAM / . --------- -------- . . �y iR ... ._ _ _ E- __.... ,'` 2c"f'9G'^88 r`ZERL.. / � � � i,.�.,,=~'7- a?17�Y1A MON �f� "� � C..s1M/N _ I 0- VIA n` % �Gf-G,6. [ail M7"N. VISTA CJ,4; 11} I COUNTY APPROVED CHANGES ENCINITAS _.. ^_r. _._.. ;„ ::::..:..._ I __..._ . ARK 1 6ENI H M Do�cription APwovod •v Dato C ALIFORNIA COORDINATE I NDEX Otrsar, lon: P B M APPROVED: En 45 d rT i t I � Location: g "rNrerof Worst_ : R.C.E. € Recorcl From: 2074 �ADING Elov ? Datum:., t� � L. Date. PERMIT NO L......04 E FILE NO. UY 2519 PROJECT NO. 916 7 1 S / j 1 r CAA • I a ;f y k - - n t _ - -• x .. 116 1I7_t L_ ,. 7 - y .W . ........... ...__ � ._ :: _ - �- fl ? I 30 R.6 .(TM 3474.2 , / • 3HGp M 74- 4x' _._ � S __ - G n ��• �„ _ _ _ , a �1 _ • 91, M7 • 'z. t K" �� O ✓ .,d7G"]. w_ a IV / v I "u o P go !A Cl / 5 +r - 3A r; oy 4 X75 / 1 I II i .= fi +�t t .� —'-_- __ ..:'.1 raj v 7 LJ I , I Q 9. l"^ I a a a , w _ . � ...._ + •tom �, x;15 l / ly • .7 r! q / A ti, I I Ac 7 - , , i [r Mo nuF r i 56. C115514 {rsl 1NO11,15 fpmw 1�J I -- _...... T� -� E, •T �f O 5( I1° rv7 1 1° 30 '(0 -Fx 15 k '3t I " / !''i o I� vo 9 5)1D� P n • 30 1 A5 1 , x 1 I r• r - ---- -- V O Y t 3` t7t �1 "' : , g .' s • 11 519 -2 4 51'1RUi5 5uml w 30 A 34cr � ...._ r • 1 t• �.�` :, t q 045 ✓ " g�5: 0 u SOI B-10 63 0 � 3<t ' 1 8' I �o U i ,; > d',G If! �� - �j 1L rip (1 O 316 - �a - 63 I I 3s 2.'72 ►$' - 540 ° 3 I I -.... , ..,_._ -. r I TF � I v f�N 1 i- 15Q HI (N fW ��Y 30 040 ✓ -+'"" o F%AU;7 G 'I , ( ( `�� O H 1812-- I n so S lott �I `'` 30 ► 4x18 : � � IYi / -.. 0 5'70 -5- SI�S'fRli -'S Q ° ,Al -15 614" � IS 1S 0 56 "R, 6:P _ to I -'._ _ �`�_ v j1 A IS 15'F Ins � o O r 1' 11 f � i. l� e amNA6£ E'SMry,--•°• ,1 &? 1 ` ° _-•- 1 ' l !' s:. �x _ i • N >� / a IM1E =f �-•> , G rl PSG I - , .✓' r•' •.. -' r :F Off' I ," . ; ' ." (-- ,._..,._._.. - . - .. l f•�I ® I 0 - n 13 &X15 2 YA�►�F+ C1 173 3 10e. 3 2" GA W p l r (r D I G -f© Ijov 1t G ° f _ _ ._._. T,� -__.� SGIIL'bIJ I.E r- h�. c cp \� , r tab 1M/ I ,� •...__�.. \� � SWIN6 6N5G N/AI -wL (I.fpo I5!) 'A 114 �� GLA55 �G10 A/G L,�Tt�p�{�l- SIZE INl71GATEO FOF CAVE ---- -- - �` 1 r819D W,-I% 15 CAOJ p O L Lr* W rM 1PXM5T#6j- rl jj t PAC 7 RICK ENGINEERING COMPANY ,'' + I \ •` : "� g� PLANNERS ARCHITECTS • CIVIL ENGINEERS , LAND SURVEYORS i I II + :'+.;.Ifs -I'' " �• / �� 0 FRIARS ROAD, AN DIED AUFORWA 921103 TELEPHONE (714} 291.01707 z .. s I 'SPECIAL U NO, T M. NCB ..... I C ONTRA C T 4 1 4 SMEE7 COUNT! GP SAN DIEGO 0AW Rai 4 ' j ....._. ... ... _.._.... .—.. _7 ..... - ENG NEER NG DEPARTMENT _.._.. .. r y . �_ . ..._... , _ Oki AOR STORM 9RAIN PLANS �+ � FOR STREET 1MPRL)� 41ENTS SEE 5NEE7 A/0, 5 CG -2519 ENI:r INI d A,S M SE" CIO, E519 / COUNTY AMOVED CMAN@ES C cA4+ACOOwD1r�A . .. __ _ _ EL _ �._ _.. .. _........ _� }...... _. _ ._ ` ... _ . REAL .. _.. ..- w. Dosccriptiom Approved dY Date RlNCM MAR« TOP 1SRASS (YELL MON1lMENI _ ... _ T - .._.. }... ._ -- - F . -. _ - ..... _ __..........:.�._....._ D40scription: ;x¢17735 LCAM11WftE ,. 3c� 3� u a -:: :. APPROVED: ngirNerofWork: 0-1-ao VIA !t401V - ""OAO v v c 46 4"t-f Location: / Fy ium&2 IMY: lJ��f R.C.E. Rocmd From; caaa If SAN D/EG© GRADING _ Elov: ttatum: Dot* I PERMIT NO, googol FILE NO. UY 2519 i PROJECT Nth, 9 I � I - - - - -- LANDSCAPE PLANTING - - - - -- 0 Inch of amendment mixed with upper 3 Inches of soil. ThIa grade. during maintenance. la 25 percent amendment by volume.) Generals f. Place Agriform tablets evenly distributed in plant pits d. Replace Impaired or deed plants promptly during specified All of the provlslons of the General Conditions and the Special L. Topsoil= when backfllled 2/3 according to the following schedules planting season. Conditions of the Specifications shell apply with the same force and 1. To be provided by Owner. If required. 1 Gallon Cent 1 Tablet e. Inspect pl ants at least once a week and perform effect as though written In full herein. 5 Gallon Cons 3 Tab Iata malntenenee promptly. 2. Sol l+ 15 Gallon Can 6 Tab Iata A. Scope+ Other 1 Tablet per 1/2" caliper or one foot of f. Remove soil berm from around watering basins prior to end 1 Contractor shall provide labor. material, and equipment for a. SIIt plus clay content not to exceed 15% by weight• height, whichever I less. • of maintenance period. as directed by Owner's designated . planting operstIon as shown on drawings and specifications. b - Boron content not to exceed 1 PPM as measured on the g. Waterino basins Construct a berm four (4) Inches above agent. saturation extract. finish grade, forming s watering boa In with a level g. Sweep and wash paved surface at (asst weekly during the 2. Contractor shall coordinate planting operations with other bottom around tech plant. Remove after Initlal watering. maintenance period. operations Involved or affected. C. Sodium absorption rat to (SAR) shell not exceed aix (6) Construct basin so water drains through the rootbell of and the electrical conductivity of the'seturatlon extract the plant. 2. F ertilizer App lication+ B. Work Shall Includes shall not exceed 3.0 mllllmhos per centimeter at 25 1. Sall Preparation. degrees centlgrede• 2. Container -Grown Plants+ a. Apply at 30 days and at and of maintenance period. d. Free from herbicides. a - Can Remove l+ b - Apply to plantlns beds and berm areas around each tree 2. Planting of boxed specimens. Cut cans on two sides with an acceptable can cutter. and shrub at the rate of ant pound (1) actual nitrogen e. Free from noxious woods. Do not Injure rootbell. per ens thousand (1.000) square feet. 3. FurniahIno of all plant )nsterlal. Do not out sides on knockout cana. M. Fertilizer - Chemical Types Carefully remove plants without Injury or damage to the 3. Watering' Water when sell molsture Is below optimum level 4. Installotion of plant materiel trees, shrubs, groundcover rootbell. for best plant growth. and lawn. 1. Commercial fertlll zap , uniform In composition, free flowing. Aftor removing plant, superficially out edge - roots with conforming to State and Federal l awe • and suitable for knife on three •Ides. Y. Cleaning+ 5• Staking or guying of new trees. application with equipment designed for that purpose. b. Box Removal+ 1. Sweep and wash paved surfaces dally. 6. Protection. maintenance and guarantee as specified. 2. Contain following minimum percentage of plant food by weight Remove bottom of plant boxes before planting. Remove aides of box without damage to rootbell after 2. Remove planting dobrls from project site. C. Work Not Inc luded+ 6% Avnilabin Nitrogen posltlonln Isnt and g D partially backfllling. 20X Ave llable Phosphorus Z. Plant and Lawn Installation Inspection and Final Inspection and 1. Spraying and pruning of existing trees. 20X Ave llable Potash c. Dig plenting holes to sccomodate rootballs. Acceptances 2. Rough grade. 3. Planting tab IataI Agriform 20 -10 -5. 21 gram tablets. d. Hand place plants which are In containers leas then one 1. Request plant and lawn Installation inspection after 3. Asphalt paving. 4. Urea formaldehlde. gallon In size. completion of all planting. e. Hand backflll and hand tamp leaving slight depression 2. Notify the Owner's designated age „t 24 hours in advance to be i 4. Fuml got Ian• N. Organic Amendment shell be nitrogen stabilized. 0.4 to 0.6% N. around bases of plants. present to locate accent plants and entrance court plants as based on dry weight for redwood sawdust. noted on the drawings. j D. Source Ovallty Control Inspection' 3. Sodding (If appllccble)+ II 0. Tying and Staking Materiels 3. Request fine Inspection for acceptance at least ten (10) 1. Furnlah plant materials Inspected by Owner's agent s• Soil shall be least 1-1/2" (one and one -half Inch) below days before and of maintenance period. at the growing site and tapped or otherwise a approve for 1. Stakes for tree support shall be lodge pole pine. fi nish grade es the sod rill bring the level up to the delivery. proper height. 4. Replace rejected material with osoaptabla plant materials as P. Inspections - soon as possible within acceptable planting dates. 2. lnspectlon at growing site does not preclude right of b. After preparation of toll. the area mutt be pre - Irrigated rejection at construction site. 1. Verify final grades which have been established prior to to wet It to a depth of four (4) Inches. It shell be beginning of planting operations. dump but not muddy and without depressions. 3. Furnish plant materials certified by State or Federal authoritIGo. 2. Inspect trees. shrubs. and round cover p p plants for injury. c. Initial placement of and shall be laid within two (2) insect Infestation, and trees end shrubs for Improper days after It Is delivered. ,It shall not be left In the E. Submittals' pruning. hot sun nor left In rolls or stacked overnight. Certlflcata of Inspection of plant material by State or 3. Do not begin planting of trees until deficenclea are d. Prior to piecing of sod. broadcast 6 - 20 -20 complete Federal autharItIaa. corrected, or Ients replaced. D D fertlllzap at a rats of tan (10) pounds per 1.000 square F. Product Delivery 0. Waters feet over surface. Gus IItys City water mein. e. Sod shall be unrolled end placed carefully In a staggered 1. Deliver fertilizer to site In original unopened containers pattern. A place of 2 x 4 shell be used to tamp each bearing manufacturer's guaranteed chemical analysis, name. Sources Provided by Owner In City R.O.W. roll against the adjacent strips to eliminate joints and trade name, trademark, and In conformance with State laws. edges• R. Excavation for Planting+ 2. Deliver plans with legible Identification labels. f. Sod shall be trImmod to conform to lawn shapes designated 1. Pits and Trenches In planting plen. n. Label trees, evergresna, bundles or containers of Ilk• shrubs or groundcover plants• e. Shapes g. After sod la laid. It shall be Irrigated thoroughly to b - State correct plant name and size Indicated on Plant Vertical aides and flat bottom. provide good molsture penetration. LIat. Plant pits to be square or circular. h. All sod areas shell be rolled with a Ryon Manufacturing 3. Protect during delivery to prevent damage to rootbell or b. Size for Trees, Company sod roller not later than five (5) days after Instsllatlon. Sod shall conform wl }h flnlsh grade. deselcatlon of leaves• existing aIdawelk end contours. A second rolling wlII be Depths Some es plant. necessary If the first does not most spec 11`1catI one . GO Ut+ R0YE 4. Notify the Owner of delivery schedule In advance so plant Width or Diameters Two times the width of the 1'b , ale "a materiel may be Inapactad upon arrival at job aIte• roo }bell. I. All perimeter and border arose shall not be laid wlth less than full width sod nor lase than one -half length G. Guarantee c. Size for Shrubs$ sod (Sod width -12 "I sod length -48 "). Ids QU1Z T 1. Guarantee new trees through one full year and shrubs through Depth M 16 Inches Increased as necessary to j - All sod In sodded •revs shall be handled and lard In a /ea ninety (90) days after plants are Installed and accepted• accommodate ball or roots and at least 6 Inches of high standard workmanship manner. All ends, joints. and topsolI below bell or roots. cuts to be fit and tight Iy joined so there are no voids 2. Replacement plants under this guarantee shall be guaranteed Mlnlmum Width or Diameters One (1) foot greater than and the final appearance is one of continuous lawn. for one full year, ninety (90) days for shrubs, from date of diameter of bell or spread of roots, If bar •rooted. installation. 2. Planting Beds end Lawn Areas• T. Hydroseeding li 3. Repair damage to other plants or lawns during plant 1 - Seed ml as par specifications on plan. replacements at no cost to the Owner. a. Prepare existing soil for planting beds and lawn areas to a depth of six (6) Inches with Disc or Rototiller. Add 2. Wood cellulose mulch - 1500 Ibs par acre. H. Scheduling+ soil preparation mix and as noted on the drawings, � l Install these. ahruba. end ground cover plants before lawns 3. 16 -6 -8 fertilizer - 400 Ibs per core. are Installed. b• Bring areas to smooth, even surface conforming to 1 Plant Materlala established grades after full settlement has occurred. U. Staking of Trees . , 1. Well formed and shaped. true to type. end free from disease. 3. Herblclde Applications 1. Stake trees on plant Ilet using 2" lodge pole, treated wood Fat`D stakes per detail shown on plans. Inaaata and defects such as knata. sun scald. windburn. a. Pre - emergence herbicides shell be applied to all planting !� �1(jti1�GN 1/'�iyvt i nj u l e a - areas - except- lawn. Apply In accordance with V. Pruning New Plant Materiels magufacturer's recommendation. After this application. 2. True to botanical and common name and variety American apply one (1) Inch to two (2) Inches of water. 1. Prune minimum necessary to remove Injured twigs and branches. `ANDSCgpf Joint Committee on Horticulture Nomenclature. deadwood and auakara. �`�� s o L•C�.g b . Contact herbicides shell be applied as per manufacturer's ION 3. Nursery grown and collected stock. recommendation to areas to racaIva lawn. Prior to 2. Remove 1/3 to 1/4 branching structure to compensate for logs iC N 248 c ^, application, areas shall be moistened for fourteen (14) of roots during transportation. cc -' s. Grown under climatic conditions similar to the ae In days to encourage weed growth. Con toot herb l c l de shell SIGNATURE locality of project. be app IIad before weeds attain a holght of 0Ix (6) W. Headers q o Q @ Inches. Higher weed growth shell be removed manually. E A�t b - Container grown d stock she ll not root with All headers shell be pleood true to Il indicated on plan. OF VATS C O NTFi ACT root system har�ned -off. and and shell l bs In vigorous 4. Wood ings Header board shall be otckod at minimum o of f 4'0" o.a. Use 3 healthy conditl'on. galvanized nails per stake. For radius or curved headers use Before and during preliminary and flnlsh grading. all four (4) 1'/4" x 4" redwood headers, stskid at minimum of 4'0" M COUNTY Of SAN DIEGO 25 c. Use only ground cover plants well - established In weeds and grasses shell be dug out by roots and disposed o.c. and Ismins with 6d nails at 6" (six Inches) o.e. 14 removable containers. Integral containers, or formed of off the site. OIIAIITY[MT OF PUNIIC WORKS homogeneous soil sect] ons• , X. Maintenances S. Planting J. Planting Soil (Mlxt re Per Each 1.000 Sq. Ft.) fry P 1. Generals 1• General 1. 60 percent site soli. a. Begin maintenance Immediately after each item is planted. s. Center plant In pit or trench. The maintenance period provided In contract between r h �� 2. 40 percent amendment. Contractor and Builder /Developer commences upon the plant (� 6 � b. Face plants with fullest growth In prevailing wind. and lawn Installetlon lnspectlon for the completed 3. 5 Ibs. 6 -20 - fertilizer. project and continues for days thereafter. meaomm~ f swevel R c. Set plant plumb and hold rigidly In pnsltlon until Boll K. Soil Preparation Mix (Mixture Per Each 1.000 Sq• Ft.)s has been tamped firmly around the ball or roots. b• Maintain a ha aIth Y g l rawIn g condition b Y we ter in g IV IaION I N• e�teM • aweN •NR 1. 3 cubic T�imendment /1.000 square feet. pruning• spraying, weeding. and other necessary t. 4 d• Use only planting soil for backflll. maintenance operations. 1 40140 Of Ward chefted vv 2. 30 pounds complete fertilizer/1,000 square feet. e. PIaca sufficient Isntln soil under lent to bran to c. Keep lantsrs and planting beds freed from reeds. avreval N Q't D 9 D g D P P P g grass m C! of rootbell, after settlement. one (1) Inch above flnlsh and other undesired vegetation growth. Cul{Iveto bads FILE N0. riNnc+ �N ,.,jLj. I Jp - - jz 7z -- - — _ O C p O O O ... O O 0 ..: p p l O O O O NT i EM i 1 O Y9:o p FY�'IOW�L II -IMF per. �� p ly 'j • I p ti h � ❑ Irm Aa I p Q -i® T 2 W W s I El Camino Heal TiRPIs TF9LA A4" Hum""; � nrrar rtr1 -I-I>; - � � z� cr ►ter ^N'T� -� c -rl1o� y P,�cs c I NOTE Trees; � "� "°" NO TREES ARv' A440WOW W /T// /N 2MR Pl/BL /C Rlawr - WAY. 1 Gµ I�5 I'`��� taot s y is Go►�'�1HI JL�b'' ��"'"` • Tuw eWw r y 2 i7GLIh ^ �M4 WvtIF yx Wt 11JV r�IIK tiY/N 15 1'IT7 � _Mf5A Ma K r x trw►«..Twr 3 kple 'S 4 MINIOa✓I A L�r'f5�+'iu7'`, I(i o 0 .} �s pp.+4 VIA 1 f�7'` 1�-� -1 IY Iff 1 I Z u i n kll �Ysl rii!'iI I I mo } I}?f��li � \\ 3 6q li1MA�hS `S(1'M5�`olYLi� 1fi�1 -?b' fM� 5W� FuM 18t�ld E Z 41 ,'nvr•1 n+�ro.►� ®� 4nslorl��: yiol.4- I'1 XYl, XYL - I 1 A IA^ eLk;* sTY", Woi p Mr�N ��?f�rsla' R?1!` y 0 AHLW. Cf{`� q^ia f F'1► �drO jvwvuw al HI-44 calls �Y Ix4\ , s lam. "rOMG1'�%Y 1'IIJL n'.a.ra..r..) 11twr+ (aIL�C �() Io �ILI4/�ttl#�'�` LAJ1�J i�IG sne...a_ re+nw�r,co111 1t�rn1�• TYr10AL TIR1111111 WjvO 1w r m aw kcal r G}{pG�'�7 6A* Shrubs; Grdundcover: , p fx✓d i /'151f1 -�` �tk�+hsb �Ur- H1�1'S �°blt{.yc I ®E�`�'�It�I'�'ItY.l�l i�iN' r24 %.(M�/��°� +�'1- 1��- s�1.11r1- ,,�,�,•. N�uu�'�► +++r.AI S6rulrM�Ir• w b O �pNDSCgp F Y / 7 U - /A 9" 4&HLIK. UI- � N11Xs N~ 9:4 01w 'UI'SO�lo }GaNT ol� �7/iG t�osl 4 *Ni- F�k row* l lZ" .MMES r ��� \`ra L. � 9� i t �i'` W,� OrT TrO WlY�G1` ® rrxwrLk'l`P�Uaw �Y!. lo1-*3 � Law;(- h+nM° yres °A s 4 Capf hlM KIMlWI Him" i#ff�ll" I tit�If1" 1 4 " 5 " F#Y�IdILINiL�+ Vl (4a� I+y'0.��2v7(X�7NlIL1 ovlYrKlcb l+l/ W M:p`��` °` I i G �� I�, •GIB+ � l�'�,'Y.1�I L�'40'' 7L�1•L�,��� ® 'rTY' hy'f'SI�'.i 1 ^NI�� � '�l'b/� P1•IFIIAQ,Q3L �� 3 = � * sMwar � LOVjLV - '�- 1�11��1 ry rNJoNIa �rMlu�YMI°-^K) G" ac, /N btaaW=, -- E co fib yM"u, M& 46: ' 1 eMa - r: cur of scow ilw.. �7 !' RM/� A+ft r 11X W ► n� v b - i R�`a o► IPM rf OF CAL� 91 11 I�'TYs owmpL MY NI 1�}SVI�•n4Il.IM fs� Lfc >,r� "MANN" V8010. to H�5 f YkJf'iV; J hilt' I!IN1C/ 71- I�dlt4 ® TYpIOAL ru►Nr� eaTAML TYPICAL oouKE BTAKE OWTAIL SHEET COUNTY OF SAN DIEGO TS I I Hlnls'.:�. tSoIGj�GINCi.Ksl'S �>�1Ll.j/VJ'ri �I}btVJ�� kOh� wFll'I$ W INS, No micas No �€ �.r ENGINEERING DEPARTMENT SHEETS i t u ML1rx/ I 1 5LLI�1pf 5a�1" ul 1 TLusl' L�iIV�DSCRPEPLf�N �'11ET/Q/LtS 13 NGL1n'TKU44 S 'SI I,YVK tyl'S' 11'9 14 �l"h fit"l&'fIG'• HI .vLhFL�' bP+�1bA� FOR CITY 1W4FRC /o9L S /TE COUNTY AE7ROVED CHANGES (EMC /N /4rRs .pl) DescrWilon Appro"+ b Date BENCH MARK Pf R,*Pf GEL IWA/QNO. 427 SRtWrHUAACtM / �y! Description: APPROVED: Engin wof WDAt: A9 BU /GT } Location: BY: / R.C.E. Rocwd horn: Now: Datum: P E RMIT NO. G L Dab: PE FILE NO. 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Taa on IIL Wiped NIO�O SGOr'I 71:5 SalMf „ -/ 7 18' goo tyc - &a opt aLL p -per c u.Te VA >M e '�8 i10 63 5� Rf AIM FG10FZ 35 ;9 NG LIgaMIIL - 6YA4.V• RI",.aYCb MAC FVC SCNaYD Eo GDUNI.INar LATERAL • LY M7 l4fr t•X-M sloes Q 15 e 72 , e 360 N c Le tMrws in �: W fNrBIK t12 SQ HIGH `�(tAY 37 i3 5' �'� , CXA1M. ELLS ! v „ RI t , M „ 90 L 7 0 5' 360' 15' 190° I / 4 112- 15 F 30 h7 + 1, Opp AUarnER NARIL IZ 4 *IR Nwa: Y1LL row o ro fOPO 5R7 S -SST SIDE 5(W{' SHRUB 51'RDY z TRIrLC saW6�Y+T I w. f. rtnc+rAYeL • rEyR * 18 -15Q 30 93 is 2 o •, fYNls e� � . fAKaETaTN1u1iTOIOLKS ' tIGMfYOa A'eeurLY A18-15H 30 I.RSTI 'O'rtlMRl IIIIIIIIIIAT1 VAtLVI ® ►. IR -ISF 30 3•16 15 34i0 . r KARM[ROW MAVINT7� . M NO WALJ< MID SCALE A IMf*V EfP SERIES REI.10M GOI'1'(ROL VAWE (SIZE INDIGk{>iD GPAGK NO SUAIt 6.TRpF� NO 7LALL O 33 DK gUIGK (.OUM1� 2�" WriH VINYL. GOVEF IIOIt: ALL WIRMI& TD Ht IIOTNLED /�y NzA NIbC'o T113 604r VALVE UNE SIZE 0 0 r+a A6 FKA� LOCAL Covta • MTU&S RMV� MO Na.-r W cmx YE 2' W " I"1 TV* Nie�ea wsac O RAgVIIIFD W^200 `p tiOUCED p asuPC 9►GKfl.Q.I PREv6rffGR 2„ - +ar{.p' NDSCA - o Te: ALL wlae TO 06 INSruWaD AsTIC WA.W 8" VAOCK w qr PoG+ FOIK CI' of NNCGT1oN l fo'" rvdN) {�C� Cm� aar 1• Allows aNIN. Z' 4AL-V PIPE (PLO C. TO WAIEK mrlr*) T FIR OIwoY�wrenMRY2o' t AawetaROlwocore�e - - - SGN6DULE 10 YINNLINE P =' .. txPAN%cm COILS AT .Y� yy AµL,Vy��/�gqcc OT w ;; lit No. S 224 SP( G 8 T a► p' (wRA/ MpIIIG Ii Mira. 15 -- 1Irj& GII htEGK VAWE? ( IW1" ss -+r- WIFW EGK VAWE LING SIZE ~ IMnI eAroa P N I � II rrf e ¢ � ASS vaLVt pIy TII i � GLASS 240 PV6 LIqFpAI- * awes I uac �\* yKR AIIe'ra 4C.IRVR tM+OISnMCSIO A NT 5 M,, t."MIG VLWIL OF WMSIM iii fiA1NE�I feG 180 !CN{ OLLE{z WITH PEDE�fAI_ rFOVHT 'Ft \ p� E CAt F Nom: IVbP(IOFI SY311;F9 DESlbl1 �ASGO ON 75 Q5.1. �S(AN�IG AT P.0 .G.GT 100 TO Sr1tIIMC11R - To VF-P' II' Fir -LD. f 15 5H0LIN DIAGRA{1�QIG�AILY'(- 6ol+O�v�r(* - P Frc. SCAI;" so MA" alAra A41 (,Uf- Ya coV9fA". MAINI.INF A{ID VAU✓E5 SHOVLO pe f1A�0 I N SHEET COUNTY OF SAN DIEGO *,yx��o t*r f aR1MR PIM116 PI-A( AR6^ LOOK- f055IBLE �6 ENGINEERING DEPARTMENT SHEETS /rt4lr (•VG lAt a10LL. 1 Cu. FT. PoA GAeANaL. o , 7 a97 �1I �/ r f ��rr o 9V _` F ,IG SCAM Toes an nLL VI / W F ii/f� -L. �V c woe ANn � TU61 MId w1�ACM1 s. / TVPIDAL.149AMl MAO = 10 YWNLWG �p►w w, • `YI � CVKI,MERC /� S/TE No ocoj -a Y T Oo•.� C ��r NM/Masoc �J ,.wr 0" ooNTna VA .VE I't OL�b°dtlMEfe LOUNT,f A►M�01F.p CNANOK (ENC /N /Ti9Sll1� - T1f.M1 WW« OCTAL Ho *9 Ile. Approved b Data W MARK A9 /QC" Description- Enghm of Wwk: 7r dY; I&A (;,* R.C.E. Record From: GRA RI' ° a h ""` DIM: PERMIT NO. — 0487 I FILE NO. PROJECT NO. 2! f r'� / }.lJ�/ Al Or f ?'77V �J��.� Jul,, . 5,� c fir- - = � / � r -- � —.�� � --..� r _ --, _.._.._._. -- -- X 213 �2I2.6 _ 21t TAN � • . _ — .. _ .,,,. w . ��is' t a'� 2147 �— B 2155 !07 /09 =_- -- ll1 112_r tz — 108 � 110 � -- � -J _ -- /y w • Y� f87 �. J s" �40 /85, 0 0 b /8 ( e= p6t l PhD /775 w 4 !� _ O .. i , / PE, IT i I I 1 Yj 160 00 PAO �. j q CD _ .' AA uj uj y � Y i - 1 5 ��11t � f 3 _ , .__ _ _. � �.:,. '_ x'16 » ' �,c'� /7t �� I► _ _-" _ .._.�� � , - - PA r) I 72, 5 PAD '172.o 69c, e-00 � � X ......... EX1,5T71�TZ •.-� _.. . � • (T. M 9474 _ it ppqq — f . p 20 i /" __.. ~ l3lp_ 1770 I \, ^ .\ 1 ....� t' 'n 9 40 h t�� 1775 ._,_- ~ %� � k 9 PADS � . i ' PAD, I7" ------- -- ~-" , �p -- — A'a' E�GN7 f ,.r.. �- f1�5 I. 111 Al! /71?r _ ^ I .a if ~....^ _- 68 - 'r- " , e "PKGr " A Cop _ ----- RICK ENGINEERING COMPANY i65 ORS p 3620 FRIARS ROAD, SAN DIE60 CALIFORNIA 92110 TftEPMDN i S 291070 � _ F __._ O • E 734 24 ' Fit � u.ieg o A I , Y �j REEt �� � 6 ' f/k PRIVATE CONTRACT FOR 47 i �, FoR sroR� oeAinr `._., iM,�tavEtirENrs �� c ty f'� h, NV C5. ` �iJ CO PLANS 36E 3fr/EET �_ A f ( SEEG'Gr!919 SHEET 90"'fV or SASS Ohio 25 EL \ CAMINO _ REAL _ 17 �wn►x� sus or ws�HC - _ r w .� y/fAFC11 t Y� Ps ,AI- - " _ 2! 17.95 C'G _� w c 2E�t9� CAtihit 1L GRADING PLANS FOR: °oL°° YA4 aaavrvnc?,, DETENTION STORAGE CURBS FOR r � = CVIM�'�? CIAL BUILDING l"E COUNff ANNUM c am #4 ENCINITAS X 66" o N�. owayNw �► 0� �„ �1* MOLMU AgWlA iYT let OWING -•' FYI:) tn.9lMtl1.__ _. 18 I l FILE NO. UY 2519 I P PROJECT NO, 1 7 p a R.EF' 17hYG. /YO. TM ..94 t � I s � s E ,yo l �� � T ���✓ J r�..� � �� �, ` r max, -�� �uM r �-�.�'� _ �` �;.:: �; � � �'l - - - --- � �1 ✓ �� � � I l I '.,- �`f _-'` J3rprvG>ircH � 'f 1< ' � l � °. '� 1 "�• � _� - - - - - -_ � ___ � �) i ' \ f`� - "' j� � I Z WIN -' ' >r3 7 r art ; ' _ __ =�-- - -- -= = `� 1 - f _ o 1r J 1 -� __. _ _ � _ _ J __ �� j --. _�-., . - r -- _ � 223 0 -�2 /B O — _._ - �r - - _ - l - -.- — `i -- �`` =. ~- _� 1 !6_ f _ i Il 7 - -- = ...2J3 T _-�W _ _ -_ J 0 �, _-s _ i t r } : E s o�� ; c ILI MU ' f { , O UAW of , X19• - � "` � f �.. _ _ - / „/ ,�----- „,..,, 1 / lll��v ' •F? e i y' I j • 1 a «_.... : - ,s'� c\ ` Q W 9k ' C ............ 172 ' La y R ;172. 1110•/ 3 - _ 17 L ( � 0 / t //- h ! ..._ `�• Z O`D�A /N AGE / 169 / ” ( L h \ EASEMENT - ..;" i X0 1691 r • DATE _ �I /67 /Gs. r I 8 _ Tf � 6 65 i � h Pao1660 �.1�2`'I _ p �' 16 7 0 v� RICK ENGINEERING COMPANY ty'� ��- ��E} P LA N N E RS W FR NS POAD. SAM DIEGO. CALIFORNIA 2110 TELE1'f L AN D {T1 SURVEYOR 163 L ' PRIMATE CONTRACT 67 ., _.....--_. -...._ ._ .._._.. - ...... r - -, 'T ' 18 08PA"Twe"T OF* r ustic NFGktRF6; W � ¢ SHEETS (.4 $ � _ S4 _ _ _.... _ -_ __ _ GRADING PLANS FOR: P a ' r YL /N fa a� DETENTION STORAGE CURBS FOR O t Q FOA ' STORM ORA /N PLANS ti U \ 4• FOR S)gEET /MPR MENTS SEE 54&6 ;r W. 5 C6-ZS/9 COMMERCIAL BUILDIN SITE `E SEE C.G, P5r9 CDUMff Ago CHA"Off IN ENCINITAS III EL _ X CA /NC REAL UNCH �K CALIFORNIA COORDINATE�Ex _ -_ . -..._ ._ ......_... _ _ ......_ _ -__ - ' Nr. Dac+�r►1•n+ gpa. �� �.� `-� e7 , .. - .¢.... -.-- .. - ...... APPROVED: E i �_ __._. + �....... _..._.r _ Description: /`OJ' BfTASS 1YEYL MONUMENT f - t` , ' f1 73S�Gt'•M� /r✓QR o ` a x'! 30 rt aa - w-ei 2r u r 37 Sfi T O�Qp i'/A M 7Y11� / v. v c .�$ $ 4T r I.oer�: / mg E Of N /N/T.4S B1 kV "10 EL BY: OiPiNMAHD AF7Aki Fi. t$878 CAMLNO /fbk Racard From: (17UNTY Of SAN 01£60 A j r DOW: 22,0 Datum 9 a'_. Do £'£KNIT No. L—. -046 ! FILE NO. UY 2519 PROJECT NtJ �� AT Tr— 74 t � - 1 c3 (' I i - - 211 T 2/9 0 2!8 7 2 B I 217 3 - -_ (� - l — �� �- -' _ _1 2>5 5 13 II26 i_ h 2147 '�_.; 8� r -- -. ?/64� - -- 1 Jl! -, 112 t ..> 106 ._._- _ -- - - R• �,�— — 1 . __ / _ --- _ _ -- �_... --- _ l�B _ -- — -� SC,Q f i __ _.. ' 'L . '�... ' i � . ' � .'-� ,.,,., — �."" r -� `•i ' x`90 _ .. �,;- .__... -• --' , d �o 541 16 s o 185.0 0 P ,. i 1 t'A 177 � i IA b1 r 4 �c • ( i i T cr 00 - -Az sAt C ? _rB3L� I o� 5 5 r / A / _. z t � , i lk I N{ 61.1 i -•� � - .— _._...— ._.- r___.___._. _ ____ __ _. _...a _._ w It LIJ I / I / 1% 9 f it t'X /ST JA1LE`1� �. M 3474.2} r T 1 �� PAD: /77 - T _ w- . . _._.— -« PAD, 17 �'fl "_ - ; / �-~�— ,:•� �'`�....�.�.: _.. :___�'� . 1 16$ SEE SHEET NO. 20 QarE FOR NOTES AND DETAILS 4 PSI :/69 1 ! 7 \ t U 1 X C, ' �7J11 E S /68.0 } h Lf .�" LONG fifi97� A � .., ` .' - - - . E TIOiV _ J i r - — /s "PVGr _ N7iP tD, `' 9 J 8 - -67 PAD _ GR 1 PXI ce AN RICK ENGINEERING COMPANY — -- _ _ _ _.+- _:__ .._..__._._ ._...____._ ..._.._ .. :. - __._ —. __ - ..... _ ........ __.._..._ '5620 FRIARS ROAD SAN EC A {' �Vll. ENGINEERS .. . .._... .,.,._.........._.:......1___.. . -.. . �� DIEGO f. 1.. ORN 9211U Ti[EP+KiN�� '1 RVE SU RVEYOR 24. p fX1.5e' .ST 7 i v r 7a y 6 b u5 Gf % bt Shee Aa)w zwd: „ ,2 � � �_ � _ FO STR£Er cc � � � I l , IN/t'RI✓JV � � i NO, C16, 2oS0 ,R FOR .STORM G7 PRtN IMPROYEMENtS ap 3 fit, 'h hi PLANS sEE _Her SEE C.G. e6J9 �. y �p f PRIVATE CONTRAST Vl1�? C i -25J9 SHEET - Co11sTT Oil SAN OINOO EL CAM /NO REAL {J 2g I X .. 19 N�H► ANTHNNT OF PUGL1C WORKS " y� �Tii _ _ 22f 9288L CAM /hp REgL / I I _ r 3 --- - - --�- r TEMPORARY EROSION CONTROL PLANS FOR 4G4-66.01 WN YJ5TA LM, 4V 00 Y /A TURQ '< COMMERCIAL BUILDING SITE COUNYY A"VOVEp 1 i rnrNCdrvf TA s ar CALPOWWW it "Ex �� r .._ ......_ r No. ,� Do" 6fNCM MARK > roP B,va ,GS' wa r ,hYlrYC1r .,._....,_..........__ _._ -. _ —.____ of Nbf% By OV4WAND AF T4H�, Yjp( -. 1887 R�cerr Fri: .._. -- 222 79 ooh CP ERMIT NO L.. -4 'I �_. FILE. NO. UY 2519 PRO.IFCT 40. lad d I f 1 � ; P 1 r � exf Aj y N VY. r 'C M 09# TD B E lff L tt }'p 1. _ ° ~2275 -" _ � g0 w� "°_°-. .. t� 1 > ._...._-____ _.._,,..... ` � a ■. `; . ..'e '"' ... .. a- tom° -._._ `7 "..�� _, ..`�. � f ,`' _._. f fSC1 115 r- Z14 w F i i ce. x N /N � /SEE 3TE� 0 SANDBAG DES /LT !i B/9S /N h � ( NOT ' `\ -,. OBAO CHECK OAM {� Y { ' N d , Q n j�---" a x Y4. qq,�**��+ y y� ,. p"". /.✓ ;'yJeCJ w„ o-.'."` . "'T �U, 7� '. 'T - •'"•.,,Yy }^ �.� f ILL_ -- � , -/ NOTES ALL Mum a� T�`W /L eAS /NS TO aE X MINW&W OF !S' !N D/AMETER AND /NS7J9LLE0 R°R 7W GL�'TA /L ► t) -' ° t''�'�sv��� BELOW !N THE LOCAT /ON SHOWN. - 2. ALL SANDBAG C S PER " xr HE /NST L AL ED Til+E g w f:4 L7 /7G' C O 7ft BELOW. r ; 3. RA/N ACLL7vR !N /LL REMOI/E 3 14T AFTER FACH mq loR ,�-- -^ - a- r -�-- iq 1, ,0 /r t/T5 OF AREA TO 9E UNDER �-°°- CUT � � ��� �.� t ' � STREC�'S" 6 A'PNQWAYS 0�� { xr r'1 ,i' z Is r z � I w x d _ y r' s h t 171 -- _.....__.. terry TYPICAL CHECK DAM LOCATIONS NOT TO SCALE 19 _ 1 3'- LEAVE OUT TWO BAGS 70 R WE /R _ . +� SflNO /N BY'JA'LAR I , ��':v �" �"'' �1 � BAGS ONLY LAC NO.... _ _ _ 167 GRAVEL %N BURLAP BAGS F �l TAI e. TYPICAL SANDS G /SEC NOT TO S ALE 2� 166 ca { a-- ....._.� _ .� I RICK ENGINEERING COMPANY PLANNERS - ARCH#TEC ?S - CWt ENGINEERS LAND Si3RVCY S $620 FWARS WADn SAN t»EW, M 401WN,A szs i - r &a.thhdtaN t7 t319 9' t Clro7 M' XONG GRAVEL -"' , -- " ° ^ ` •. A ` 'j moo f19R CONS7%C )r/i _ - `'' �6RA1� `P ` �o . /b1 G EL EA/TRfIibCE _ .. w - ,. _ .. P RIVATE CONTRACT ,, Z" SHUT squaw covrt� r •xr 25 i>?�AR! 111lMT OF PUDL# C W0111110 f . TEMPORARY EROSION CONTROL PLANS FOR:: ,'�'`� ,YM lJ6PA /N PUNS ME riu t FLAY dT,tEET tMt'R M£NtS see C.O. C5/9 E �T N0.5 t�6 -E�iM COMMERCIAL BUILDING SITE ........ .......W_._. _. __... EL CAMIA10 REAL w MOM auwoas $WKH wont I N ALI T A IN S � x DON, I {... ( �" t'�6°Q" 11Y�`YZ N°1'" ypj�j �? 3S EG GaiMll 111 a ► O �tEE _ of *AX* V 00 YA4 M!LW7OAQ v '/ y c Af 154 w t3 3141�5 • / C,4Atf�;j u & �: ✓ -.l El.r: lZ tq1# Ootww. .i s. . PElT h�0 .m_.__ FIL1 NO. UY 2519 PROJE NO. 5 " rw _ _ • - .... a - Vic _ � _. _ -. _,c .„a .. ...r. i i s i Igvs IAos - � ►lsys I 170 ir I i V ol ►,lo�Ti�__ �I�y��lo goo'- o" 3 I + I lly lol o , • I Ot ' 180 - I $5° I , 17 h' Q RpF ESSIp�q 1 M. 8�F��F I w LU + p * .35 52 C I sr clw- s� OF C A 0E�`� -- t7 17 r'A'rlocvtct;rl�►s U1mG_t.�brG;+aCri,l -[9t -fin 170' 17 d- A {it_QI _ �� 4 iA•w s. 1.16TIo� >`_ IGb lau>- �{o�IZ Co �pIN ? --- _.1tatSPaFp tJ1 -TQ Gttiv6> rsiTCTCi18 ,8. �s�oR� ,4�� LYtNG ,AIR -4GgD ttitAT>r2t�►.L I ,+ I" 1415 ,4b�AGt31.lT S�L`t1 c�t�ls O COrJST2lJ�`t"ION i / - 2'h l ' MIr1 —F� '6T � t Slrla.wGis. 701NT `pyE SLO ?b"D - 4>0R't - Ivt.l S�4ALL 1!;,S TttOR,00G44L\! GLsAWED #►.ID lAlFTTrD Sy I vy P 4►JS OF ,41� AND l AI - i!�Lks`T', L �r ` + + ' S E RI ET COUNTY OF SAN DIEGO ��C7 t ?�iLSdC_>7F I`�DE L�_ I ENGINEERING DEPARTMENT SHEETS 2- �lj- vO(/ + + O , G. �►�Li�'���r �NJ' 1 15N�+ti/D'� 27Ch{ - $>r GRADING PLANS FOR: 7#f G✓8 "o,0, ENCINITAS COMMERCIAL SITE DETAIL COUNTY APPROVED CHANGES BENCH MARK _ STEEL CRETE SCULPTURE WALL D CALIFORNIA COORDINATE INDEX T _ -- rlo 1 ItJ -c� _ T-fP► : -art tQ�rt I.I f�Tt rt"jo�l Ja+.!•T__ N.. rse<sr -nvn cs �"",.�"' Do Description: raf GRASS WELL MONUMENT APPROVED: Q$ /,5U /LT J/ / 1 1n I location: ' tY T NT BY: �I�ilfl !.cord From: OF SAN GO >? GRADING Elw: ^ 8 Zta Tp Datum: $. L . Data: PERMI N0. L- 0 4 7 FILE NO. PROJECT NO. 9167 Q ROfESS /p M. S/ O�� N � K J -0 35452 X� �ILJ • z �i WW *IOLG d 1 .0 v o/c- (r� _ ft Z d - z • N � it - -- - - \` 1 — (/ a tj' A 12 M Iy! l ie 151, v II I I' -o ii �� '` j �k t-I IQ W Alas - Tl ol� �CO t— �, �'�►f iJ lJ a' . 00 4 -4 f4 - I�'i Gl SHEET COUNTY OF SAN DIEGO 22 ENGINEERING DEPARTMENT SHEETS QRADINO PLANS FOR: ENCINITAS L COMMERCIAL SITE_ TYPICAL SECTIONS: WUNTY A mom CNAWOf , STEEL CRETE , PTUR WALL me. Do "'�'" Approved By Deft w..a�e;.,,; TQ/° BRASS WEL L MONUMENT I�YL�aC I APPROVED: lEn yi !JS QU /LT Local m: 1 o�sA A� ors o Ebv: t D - T 9 Datum: M. 6. L . Dc ft: : PERMIT NO. L .0487 FILE NO. PROJECT NO. 2I J7 I II I I � T5F E5 � _ G rE �u L r-T # I,Ajl. 1 I I 12" Vrr I - 57. - lye SLo�E 1 I 11 �. I I I V�I�T I ��F G � �u� G �-j G L" CjG ru 2" �► 5 � ]gill % To2'}r j 1 4' - o' n U 1 11 N p `yk& 1 SGItBD X ICo�d lo -D lq Ia 5 -0 11 a, bd.4 12 -0" - 7' O 1+ P51 11 4r ��+ I�� 460 a a f&e (Z' ► tl. 7� o IZ" IZ 3'-0l, lal,v a 1111 It. 11 Q - O t I tr6id 1G * 5 612 "m. c. - 4` WI�r--F µOLFL #t _ @ IU' - o" o/c- (TYn) I %I Il l`�i 11 s 12 _may LL � 5� Iba•. c. ,� (rsE6GGtoo QR F ESSro T,�.I+�llr.i Gi �A�UGTIG �Q�a� M. S , F ��� r 4 � 6 54 , sT C I V 11. elf OF CA �T COUNTY OF SAN DIEGO 25 ENGINEERING DEPARTMENT SHEETS GRADING PLANS FOR: ENCINITAS COMMERCIAL SITE � C TYPIICAL SECTIONS: TY ,COUN AMWWD CHANGES RENCN MARK �CA EUFORNIARCOORDINA SC U L PTURE WALL ppr No. D.scdprien A.wd b oar. TOP BiP�455 /YELL A/ONUME/VT RV &fE� / �u D.scription: APPROVED: Engl E gdff�lzvv &49,44 BY: A R.cord horn: OF SAN CRAB Mai: ZZO. 79 Datwn: /yl S. L . DatR: PERMIT NO. L - 0 4 8 7 FILE NO. PROJECT NO. 9167 E 6 19? PAP rot �X — ►N — — fnDUH o t✓E II / -- — � Lo 3OoY I'LAR� - -- — J � T fpr (>sP"C> l _ t 1 ,O PNSITION � °� c T �'T2tJ'ru 4 ,or— IL d — N G ? / til A Ni _ t xcr - + ✓,cIS � N � ? 0 S-c N taELbTaE � _� I � n �4� ��-- -- Lam/./ ✓ /��� D� � k if - kj ail o L 14" � -3seU! s ert- �aelg Q►�-v " R, TYr Try f � o -' .M4tYl / �i/ I � � n 4 R.C;� � -'Co' K q' R,c.B, 1 _�/ � O ( ) v n I I B4,p c•9z n / / �� _ _ _._ sffG ON L -L / v.4 $L a VAT /ON Q v,� / l / o,v n — NO 5c4ce \ / CAI-S : Af a //_ON Z /SCALE ' /�1 its /l_Orr OGALC A-4 J_ SECTION K- K 0 � --� �L fie, �' , NO ,CALF / �— w / / NO /OOA lAOO&R, S7 S&C STO, DW6, P -l/ ZA_ / Le / \ / 4 ?� dsr�ITI A? / IR � r 84 / �IDI9•t�4 J"f -j'T� Q /% / \ I I � Ixl c ,P_� •FVFL AND rrwsvrRr� vrrFrriRr r `� fi ♦ RICK ENGINEERING COMPANY PLANNERS CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHOME (714) 2910707 j + — - -_ -- PRIVATE CONTRACT +�c Owl /trt� GL�ANc7UT OT1zUcTc./t�� /�� t�Dl Co K4 t�,c,+5, D� x /U Z -z sHF�T J ✓G AL.:' / c,f.0! or' 2 � i° // (D � NO SC.9LE 2 � �� %O/lJ / o ,-J_ � Z ,�// ONMT� YI {AM am" 2 T MIA✓ATMMf ItNlMLla NYwR• SHEETS i5'— ON PIIeANS FOR THE /MPROVEWff Olr: STORM DRAIN DETAILS NOTE rvK CCaNNGcro1v 0�wDf3L, COUNTY APPROVED CHANGES BENCHMARK IN EMINITAS G 70 - rmNwrlos No Descnpuon Approved by Dale yWMR r P - 7 f CIIN F DESCRIPTION Recommended for approver App.oved R(ih � ►e7V D AI LS 11 "V/rM�V�p�ra 0 I , - LOCATION SUBDIVISION ENGINES =� tr �_ ,• � E.M,neer k S/�7 RECORD FROM W L_ ORAOM 'CIS D!lll —; A /S ELEVATION DATUM C E _ S— POMI NO CONS'rRt CHANCE A vG. 29, ,,9184 FILE N0. <:�D — 1 -tr -a< c640a 4pe•sce w 8 afm T�vmm wmudfum t o 1w.4 7 MOIFCT NO�,. �k4• IL LAVOL AWAIIIIIIIIIIIII'm —3 al1',I♦�. 4* G►ROOT At" - /jIIGL \ s" coErc. a.►c. - ....GtE.1.Leff ?aL.__ �I _ _sERt?uTAL.�. � � ?.� f�?ouT Ia�LL , __ : ,• � f GOUT /ALL.. • r. 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RICK ENGINEERING COMPANY PLANNERS • CIVIL ENGINEERS • LAND SURVEYORS 3620 FRIARS ROAD SAN DIEGO, CA 92110 (6191 291 -0707 3066 PIO PICO DR CARLSBAD, CA 92008 (6191 729 -4967 366 S. RANCHO SANTA FE RO SAN MARCOS, CA 92069 (81 S) 744 -4800 i SHEET COUNTY OF SAN DIEGO I SHC•ETS DRAINAGE EASEMENTS TO BE GRANTED TO SAN DIEGO COUNTY FLOOD CONTROL DISTRICT COUNTY Arrltoao CMANOlf ZONE I I N E N C I N I TA S III No. AW*vod By Date CALIFORNIA COORDINATE INDEX - APPROVED: Enginw of Mork: sY: R.C.E. Date: L, - 0 48 FILE NO. PROJECT NO. 91 pe!w'_` p �0 22'ES417 )Or,, S', 1984 r r> >�il J ��I J r'r� r� 'r� 1\1 M H UN I ICI J , 2 r NI. 3 41 4 Jul J. 0 1 0 " o ; "� 9 78 J itsgTE1P E,43E T , " N40S 72� GL'Al�N/,/4/N MYJN. IK4TE/PGYS ,y,J R= 3000 N7' ., R'rm w' - - - - N1G ° 15'49 "W a' Av /We IL Ik ; &V � 1.i A 95_'_ti — � �T'P1 ; � L • 6 ?O' PRI?PERTr L /NE p - - N16 0 1r4 i 2rao.e/' G/ 19 h S ' / : l > 24 1'�' > ,.. H. 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Cif !;')2C)69 1.699; 74+3_4¢7 €m ii ili'�.Li� • $MEET COUNTY OF SAN DIEGO I ..... /NO/CATE5 &XrrA' E.I�it'MENT)v . ,. GY/4EN,4/.0/N.1/UN. WNW A02p I r+EErs ®......... �S SEIYE/f E45E.6/�NTR! EASEMENT PLAN L �A"4 � !1'4mw.4w- FOR TP.O.Q . • • ......1NA /Le7 7,PUE PO /NTOF WATER a SEWER LINES BE6//l/N//1/G IN ENCINITAS X coiM+ty Arn�ogo cMANO�: IiUO /COTE / T OFr x - Arr►«++ ft o.r• PD. tSEG //!/NlrtiG omw of Nb*: Oct*: — AiF/! FILE NO. '- Q REK S'7- /985 PROJECT NO. 916 7 , I i I I rsora9crr ulna 1, i - JII _ 87 - 11 1 i + e C _ l _ _ Y/ i i — y I 1 PARCEL MA; 4274 lit r •e r T - IID: Pea. / 4 SS I+A n . 1 19 I � © liC p� .i l� e _ �f•fYld+lel Auw K.Wi � I 21 F 4Ow Z11 rf CG.JUCGTICfU (. ?� +00 COU�.I�GT IPA a Z.7-07 .Ss 6L CAME) -lo tL ®/+� EKI'Yl 12" b*�lS + WaTyyQ- u" --15. I I I 1 i ENCINITAS III PLAN OF ENCINITAS III SEWER a WATER SYSTEM. i I I RICK eNQINEi11MW COMPANY i 5420 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (919) 2910707 9044 PIO PICO DRIVE CARLSBAD. CALIFORNIA 92009 (919) 729.4997 344 S. RANCHO SANTA FE RD. SAN MARCOS. CA. 92060 (919) 7444900 ' J. 9 E 7 4