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1199 GENERAL NOTES SEWER & WATER NOTES COUNTY OF SAN DIEGO TRACT 4483 1 WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF ` PUOLIC- WORK5 FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. S DIEGUITO WATER DISTRICT THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS, THE CURRENT SAN DIEGO COUNTY 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 1, WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ACCORDING TO THE STANDARD SPEC I F I CATIONS OF THE SAN a W I PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS INCLUDING THE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE DIEGUITO WATER DISTRICT, THE CONTRACTOR SHALL AND HEREBY : > STANDARD REFERENCED DRAWINGS. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE ,< DATE OF ACCEPTANCE, 5"T. 13 °o \ 111111 ITEM STD. DWG. SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE _ CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS STREET LIGHT ............. o- z �. C . PAVEMENT AND BASE ........................... CURB, CROSS GUTTER AND PAVING. WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN 110 ............. 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES DIEGUITO WATER DISTRICT, AFTER PAYMENT OF ESTIMATED COST BY FIRE HYDRANT THE DEVELOPER, _—_ - A.C. PAVEMENT OVERLAY ........................... SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE - RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING WATER MAIN ............. . . - -- �� -�� REMOVAL. OF EXISTING A.C. PAVEMENT............... . FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 3. WHERE ELEVATIONS AND GRADES ARE SHOWN ON THE WATER M A I N IS REQUIRED To TAKE PRECAUTIONARY MEASURES TO PROTECT ANY PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW THE CENTER SEWER MAIN,,,,,,,,,,,,,,, - 500 ¢ TYPE "G" CURB AND GUTTER .......... 6- 2............ EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF LINE FINISH GRADE OF STREET, 1 RECORD OR NOT SHOWN ON THESE PLANS. STREET NAME SIGN,........ P.C.C. SIDEWALK ............. 4. . .... ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE STREET DRAINAGE I I P.C.C, DRIVEWAY .................. . G- 14.1 ......... .. _, ;':.;;:... DONE HALL BE CONFIRMED ev FIELD MEASUREMENTS PRIOR ro 5, CONTRACTOR TO FURNISH INCH COPPER WATER SERVICE AND METER FLOW DIRECTION ..... CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BOX AS INDICATED ON THESE PLANS. " ' L J f l �I I 6" TYPE "/"' A.C. BERM ............. G -5 . .......... EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES BLOCK NUMBER . ............ 500- — SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE N I I I SURVEY MONUMENT ................... M -10 .. , ........ O IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. STORM DRAIN ................ _ - -- FACILITIES. 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB I F NO EASEMENT ................... . . — — — STREET LIGHT .......... ............ E- 1............ _ 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY 1 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK - -- I 8" A.C.P. CL 150 WATER MAIN . . .................... COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES, WILL BE CONSTRUCTED. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE J PI70POSE0 18" I I GATE VALVE . . . . . ..... . ......................... . . . " UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL 8, PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER .rSP (/!vr-) ( PROPO9 0— at CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN MAIN. x DIEGO GAS& ELECTRIC COMPA NY. __� BT — wn a FIRE HYDRANT ASSEMBLY ...... . .. . .. .P- 1........... . TELEPHONE: 1-800- 9 , CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE COUNTY L J DEPARTMENT OF PUBLIC WORKS F 2 COPPER WATER SERVICE ......... P- 3............ —� —� 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR ANY EXCAVATION WITHIN a WATER ' EXISTING COUNTY RIGHTS -OF -WAY. 1Q EsMT, PEDESTRIAN RAMP CALTI�ANS N -8B , . , , , , , , TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. // CLEAR SSA E y/ r I NOTICE: 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE T ,eSwl�' / _- EASE MEN - STREET NAME SIGN.... . . . ...DS- I5.,.......,.. "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND WATER LINES ARE TELEPH .TACT T 33 PA CIFIC TEL EPHONE COMPANY. YMION STREET- a� COUNTY DEPARTMENT IN L�EDI WI T HIN ORK E BEFORE LINES - 2" BLOW- OFF ....................... P- 4............. WAY PRIVATE EASEMENTS AND HE RESULTS APPROVED BY THE ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER I" MANUAL AIR RELEASE ............ P- CD............ 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE DISTRICT OFFICE, — UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND /� 9NLZ A.C.P. & P.VC STORM DRAIN ......................... - - -- BEAR THE COST OF RELOCATIONS, IF NEEDED. 1 1 . PRIOR TO AWARD I NG WATER LINE CONTRACT, OWNER SHALL ADVISE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND r C / r \ (� DI \ r1 KEY M A P PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN L �J .... CONC, BACKFI LL ..................... S -8 .. , ........ " INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT D I E G U I T O WATER DISTRICT'S SPECIFICATIONS . 6 WMETTue 1 �, " 10 0 9 CURB INLET ........................ D -28.1, D TELEPHONE: 436-2693 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION AVE. 1z F� 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE STORM DRAIN CLEANOUT ..............D - 9, , .......... � ss' THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED FOR INSPECTION OF PROJECT. L 0(_V0. 2,4" CATCH BASIN ....................DETAIL, , , , , .... ❑® WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. 13 FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE y � /ST N 5 s' 0 , 20' 15 t P.C.C. GROSS GUTTER .. ...............G- 12.1 12, NO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER POLES INSTALLATION' ARE REMOVED OUTSIDE THE AREAS TO BE PAVED. y 6 CONC, CURB ........................ G- 1............ 13, ALL LIGHTING DEVICES, OR COMBINATIONS THEREOF, ON A COMMON FIXTURE THAT ARE TO BE PLACED IN THE PUBLIC RIGHT- L OF -WAY ARE SUBJECT TO THE FOLLOWING CONDITIONS: SITE A) ALL FIXTURES SHALL USE A LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. 10r -r Ir Cy o IWO° B) NO MERCURY VAPOR, QUARTZ, METAL HALIDE HIGH PRESSURE r / r 1\1 C I N —1\ J =' TRANSIT ION DECLARATION OF RESPONSIBLE CHARGE SODIUM LAMPS SHALL BE INSTALLED. J� r r- I l � I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, + �` THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 14. PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM OF 2" �1 2_� �� PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND OF ASPHALT CONCRETE OVER 4" OF APPROVED BASE. GRADES 4 PC.c. � PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT SHALL BE A MINIMUM OF ,5% AND A MAXIMUM OF 15% AND 5IPE: EX. A.C. PAVEMENT STANDARDS. DESIGNED TO DRAIN THE SURFACE WATER PROPERLY. ADEQUACY OF & " TYPE IG' A.C. OVERLAY THE STRUCTURAL SECTION AND SURFACE DRAINAGE SHALL BE VICINITY MAP CURS /G VTT ER A.C. PAVEM ENT / BASE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND INSPECTED AND CERTIFIED BY THE COUNTY ENGINEER (5ItASZ, ON 4" CL.71.P SF_) SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW NO SCALE TYPICAL SECTION. HYGEIA AVENUE ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY 15. THE MINIMUM UNOBSTRUCTED PRIVATE ROAD WIDTH FACE OF CURB $ T A o 12+07 _ 13+23 RESPONSIBILITIES FOR PROJECT DESIGN, TO FACE OF CURB SHALL BE 24 FEET. NO SCALE ROGER L. SNIPES R.C.E. 18134 DATE R - E 50' R R YARIES(55' MIN.) R' 50' OWNER STATEMENT 30 20' 5 25, 2O 10' 20' VARIES IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE I EXIST_ 2s' ExIST— PLANS, IT IS FURTHER AGREED THAT THE OWNER SHALL HAVE A 1" 5' 20' 1T.s' VARIES REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 5' 20' 17.5' R I ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS 5 -EDGE OF ST.LIGHT I I DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION 5T. LIGNT____. ; I EX. PVM'T. PROVIDE I i OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY 1 7' , 7 ' SMOOTH 5 s' �I IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF A.C. TRANSITION I o , WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND OVERLAY 3 TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL O SIDEWALK F. C. z ° COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK �•''� 2 %± V ARIES FLEW PRECISIO �_ E T. CROWN ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL, a XIS N Co "7`fPE "G" CURB/ A.C. PVM'T 4 " p.c.c. ��� �+ 2,tot v MAY 2 9 '597 GUTTER SIDEWALK A.G. EXIST. A.C. II / OWNE 1 7rFmn I C—XIST. M OVERLAY PAVEMENT !!! MULTITECH PR ERTIES, INC. MICROe 1LIV�•_Lr PAVEMENT 4 CONST. G " �Rg %ur EaR 4" p C.C. A.C. . PAVEENT /BASE +, A.C. PAVEMENT SIDEWALK EXIST. A.G. ( C. PAC ON 'tCL•IL AND B 7AVEMENT ON¢ "CL ASE E ADDRE 8820 MIRAMAR RD.STE. 200, SAN DIEGO '4' A.C. OVERLAY Cv" TYPE 'G' �lafr I�SE) ER G. PROVIDE SMDOT+I 256 110 09 W GUR $ /CaUTT A. PAVEENT /BA MSE TRANSIT ASSESSOR'S PARCEL W TYPICAL SECTION. • :j '986 ° ORPHEUS TYPICAL SECTION: ORPHEUS TYPICAL SECTION. HYGEIA 0 241q9I AVENUE STA. 10 +00 — 13 +25 AVENUE STA. 13 +25 — 13 +94.79 AVENUE STA. 10 +50 — 12+07029 M INIt,'�OFtLklt{; NO SCALE NO SCALE NO SCALE N c�a�ILrn�O PRIVATE CONTRACT N M LEGAL DESCRIPTION SITE ADDRESS OWNER /PERMITTEE EN GINEER OF WORK REFERENCE DRAWINGS PERMITS SHEET 7 W� COUNTY OF SAN DIEGO LOTS 17 AND 18 IN BLOCK "A" OF SOUTH COAST PARK ANNEX, IN THE 550 ORPHEUS AVENUE MOLTITECH PROPERTIES INC SPJ18'!: -0YIN A BSSOCIATBES WATER: B. I ,P, N0, 3 SHT. 6 COASTAL PERMIT 6 -85 -102 1 IEIIIINEII IF 1`1111C IIINS SHEETS a Ip . CIVIL ENGINEERS AND LAND SURVEYORS COUNTY OF SAN DIEGO,` STATE OF CALIFORNIA, ACCORDING TO MAP ENC I N I TAS, CA., 92024 5820 M I RAMAR ROAD, SUITE 200 35M csaDVE STREET. LENUN GRD.,E, CA la0045 S , D , W, D , MAP 32 REZONE PERMIT NO. MIA THEREOF NO. 1788, FILED I N THE OFFICE OF COUNTY RECORDER OF SAN DIEGO, CA 92121 TELE°"°NE (714) 023' PLANS FOR THE IMPROVEMENT 0 F : � of DIEGO COUNTY, MARCH 29, 1924, PHONE: (619) 455 -1900 GIs SEWER: SPEC. 13, SHT, 7, 14 SPECIAL USE PERMIT NO. ��A ORPHEUS AVENUE m ROGER L. SNIPES RICE 18134 GRADING PERMIT NO. L 0 733 AND NOTE FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY C OLINTY APPROVED CHANGES BENCH MARK HYGEIA AVENUE SAN DIEGO COUNTY FLOOD CONTROL DISTRICT /��� DescRlp W Contractor agrees that he sole and complete responsibility for job LEUCADIA WATER DISTRICT S AN DIEGUITO WATER DISTRICT N Docriptio" A pproval! b y Dofa g P DESCRIPTION: COPPER ROD W/ STD. S.D. CO, DISK Rec•mma"dad for Approved LE persons and property; that thil requir AN _ site conditions during the course of I! `'As truc�ion of this Project, including safety of all Q1 REIN /S /OA/ TO Pq /1�.4TE STAMPED OC 141 1908 C Gl�IA /N ����� ENCINITAS ALONG NWY. 101 AT IUTER, NWY. ISIONENGINEER DIREC#OR of rUeLlc WORKS y e�npr�1{ hall apply continuqusly and not be Lim -� �� � RfMO ✓° /? ° S.D. LOCATION: hold the Owner and the Engin ln iced to normal working hours; an# that the Contractor shall defend, real or all egG an APPROVED BY: /'� 6Q (l /lq///l�! � /y)U� APPROVED BY: APPROVED BY I� � �w �, ,900 /S' X- GUT . 101 hf -tM-/ 101 AND EL PORTAL ST. 150 FT. 6. OF � OF EL POSCfA Erl�" f work: Chacked by: W Z 1ey11fpm any and all liability, real or alleged, / ON E. S IDE of NWY. 101 REC. P =ROM : 5. D. CO, TM s Mi i connection with the performance of work on from the sole negligence of the Owner or the Engineer, on this Project, excepting for 'liability DATE: 10 /"-g / / 9 S S / f A�IPE23 Approval data 4 48 3-1 arising - -� DATE: ��1 /p DATE: _ X) �� 9 '�� MI O8. $ll U.S.G.S. " ;, � ,, �C;le'I l�l ELEVATION: DATUM: RCE 18134 / -2 W d I a7 FILE N0. EN061 1 (C '11114. .ar't,!4s�M) NOTE: ADD 100 FT. TO ALL PROFlLE ELEVATI 311 b K ���_ V, M a �- RT. EDf E cuRo Daly: i 4/4 10 y \OY TYP. N a �+ `�° _ p a 9� 7V R v 6 h 27 r ► u V h tL 0. b k L s 3tJ o \,� \, all CeIR46 a� O hi h ' tv t�v a DG 43 34 y 49 — CURB GRADE _.. o � �` r �'� EXr 05% b Q Q'+t "''�410�3,�Sf�/�i✓ /O/YST 133 v * 16 _ •/ _ LD t v ae a oc 48 OAP E S d j r r O j N z — 2 PROFILE: =� o m u m r b U u, CURB RETURN .� q a "� o N ~ w S/W RETURN '� '' °� ti > �_ N k .n 0 � Q \ Is SCALE: 1 " =10' HORIZ. -� ti t- ' FiWtSU A.C. V „ 1` 1 " =1' VERT. v � � � � ✓ ^.+. v+ � � I u+ 75 V,G. + 1'3+37.50 t P. 1. = 47.40 p �i i ~ ' - U.) + �N -44 B t 92 B66 /N 6 °R ' c am_ LA F 150' Y.C. P.I. * 44.65 {2 +25 P.I. - 44.09 (E {0 +fi!50 :. - a etRht sxu o EO v ' jt1? tr TOP Co'A.C. GERM v CU ILO V W �! TOP OF CURE ci F` - 1 all o J ` �, ci v 2 e; LT. TOP J ^ LA H H 0 d 4 _ OF CURB — H IIZ Ln NI a% m _U% o 9% oC d� �V oA ao J �� M O _'' / tti - In d tf � t r J is —• —�• UK r r N to ^ � `` O N IE V v � d - U% � g` ar V y l\ tb N T � .} EX15 . EDCE OF PAVEMENT a r x Q w t l +00 ZZ 14 13 12 PROFILE 11 ��' 10 0 9 �" 00mrl.Gu1� �S Z_ EX F.F. S W/ = CQ�E ORPHEUS AVENUE I f :- _ '- - ANCHOR - - Or= IY,NEMCNT SCALE: 1" : 20' HORIZ. 9J i 1 2 VERT. ..� � � b~ __r v ZI to �v 2 t I 1 J- 7�i CM 1s t0' Q r w ti V I CXDII IyC GU SCALht U] a � • � r1 EXIST. BLOCK _N �+� WALL _Z _ -�" ANC cu1� 14 +27.79 ORPHEUS AVENUE cp�a k� I Q ` Ci = - \ II I I I o ¢ e7. 10 +00 HYGEIA AVENUE X ` � \ J 3o271.F. W a 0.- Z I CONST. q MONUMENT D/W A REMOVE EXIST. A.G, PA MENT I F- rL ( /f I xp tj VW �y G° Ty/!"f•_ \ a U I f.�US UN� AND REPLACE W C. VEMEN7 �3 I w Wu V GU.IB /Gl/T, Q I AND BASE �Wo �+- " Z � I w n ld G o " w F- I GUiIQ /G!/TTE�P I - INTERSECTION UNION 5T. •� i � 6TA.10+•00 y / \ -� N 3 47 3o E V � EXIST. R.O.W� `� AND ORPHEUS AYE. STA. 10 +00 v + V IC7 t3T-PP i �f x 151.12 A" GPI °°� 7 7 T Q' V - -- — -J u z CI(14T EDGE OF EXIST. EXISTTI2 ACP C EXIST. F.N. -� -- —� / / % �- � \ T �\ J 0�Q1 S� EXIST. A.C. PAVEM NT O R PH EUS ��J ¢¢� A VENUE \ 7 ' i EXIST. CONIC. 1 EXIST. o .r LIMITS OF.A.C.oVERLAY Ex15r.� N3 "47 30 " E MONUMENT �� ti " H. P. tY1 _ _ - (o" ACP N / I f'� ° K• \ �`� t0 I � — -- �— O /IS, XIST. AIPAND. 4' WATER W&59'L.f. Co TYP@'G" CURD1GVTTER EXIST.2 "H.P'GAS DC+i y O PAVCMiMT _�' \ ss +, EXIST. .Pk P22fo3 � 7 TG ? R.O.W. __ w _� -,� N?O TO�MAIN /NF f � \ N 3 47' 30 E REMOVE I OJ N I (/ Z IA E6 3 EXIST. A.C. PAV MENT G I �g�\�` O o I \ al I W L • �n Z / PRIOR TO CO U NS r O I� �� ��� N *3 IMPROVEMENTS d w `I "�H4O W, Q p N O ��- (140) , ~ d 1 46 I 9/ C14g� C U 'f CL PRECISION i s, oc 2 9 1987 // N a P ,� o THw aorloucTcMS * °� 0 u 14 w MAY Q \ } ° P 0. a °w ` L \ w aIg�- F Q� �i �'i N �+ PERMISSION TO GRADE � p 4A(CROFILIAE /�ti w EXIST. EDGE m 3 ww + s Z o + o '+� � Q 15 " Wc9 w a0C 0 NI DATE �8 5Di8 PA RK �. LU p n o NI x or ♦ ��� W � A ,• � OF PAYEMENT TO I- N � K w F. - �X�yt�2, PcP 14 � l N Q- PRIVATE CONTRACT •a/ / C.I.EAR $PAGE �p,�JEME4T hJ SHEET RETURN DATA PER FINAL MAP m � GRA COUNTY OF SAN DIEGO (NO 1 5*"T OBSTRUCT'10NS ZF= L- Z DEPARTMENTOF PUBLIC WORKS I SM_EET: R 20' CURR63GOUTTER WITHIN THI'3 AREA) -`� W O O 0�2 `p 3Pa0. 3 L =24.44' L= 3Co.65' IIJG -gITe PLANS FOR THE IMPROVEMENT OF: x r �x 4 �� Z , oa7o•OO'oo" 0 00'00" ORPHEUS AVENUE w / 1 / 3 COUNTY APPFIOVEO CHANGES BENCH NAARK m S.D. TRACT NO. 4483 -1 320• -1477 � ��� z { - Contractor agree that he shad asatune sole and - 1+y' job - � �'�, No. o.EC. »eye" AoP�owe by o,r. Wall site conditions during the course of construction of this Project, inc safety of all DESCRIPTION: COPPER ROD W1 STD. S.D. CO. DISK R......rr ter aw "r: A «.d Peru and Party; that this requirement shall apply contin uoudy and not be hm " EXTEND 1A4 SNTS STAMPisD OG 141 I7G8 e+ /1� IYt PRECISION PRECISION ited to normal working hours• and that the Contractor shall defend, indemnify and I, 117 S'TA. 9f6�.50 AND '`�"`7" y PitEGIyTpN h J' hold the Owner and the Engineer harmless from an and all liability, real or alleged, LOCATION: EWCIWITAS ALONG NWY 101 AT IWTBR. MWY. 101 wao IVIS1 oN ENGINEER DIRECTOR OF ru[LI SIN 2 4 1916 g� y y eg RELOCATE AC TAQEK.ADD AND EL PORTAL ST, 150 5. OF OF 11L PORTAL ON E. Z r DS 4 1446 EB 4 )" x= 4n�i in connection with the performance of work on this Project, excepting for liability G,r/,gyp 1S', # A/1049 Chsk.d by: CROFILMED �M' MICROFILMED arising from the sole negligence of the Owner or the Engipeer. SIDE OF HWY. 101 RECORD FROM 13,R CO. �' IIF #lp m� Ly :. , - - - _ ®Rf.+<IArE /1'.£O. - , OFT.O /C A- , «,rs.�: �►�LLI! ETION: "• ell DATUM: U•tiG.ti, I .�'� LEVA ;CKt[ 1 i 4 / � W d j + rj FILE N. �� EN" 1 1(C5) mlov T i i I r•. T ^2,/� '�"L — / IDENTICAL ^ + Do POINT t0 a N v % � 4 j 40— o — 48 r v� 0 A.C MOTS: APO 100 FT. TO ALL [ FROMrs ELWAT10NS. r 38— a 111 46 36— " / EKf5T.5.M.H. 131.80 I.E. +� —44- TOP OF CURB GRADE v 6Z.4c v.c. m ►= s P.I.It +77.42 46.t9 u N `� rte/ t Q 0 0 di 0 • 1. H U 41.J— ~ � IDENTICAL N d To POINT + r / tit > K m / .r t / v 8 LLi — 4 8 Ui LT. TOP 38 p 3 �, r OF C B — N - N a -J = m on 4 a+ fN ro M + © + 83.75' VC. f'1C0VC. --- 46 y�. 4 + P.1.= 50.25G� { { +IG.db PI. =50510+ {0.g8 *OTE` TY t N ,1 / �+ t v N Y Q " T 36 + /% 8 "� ww �� 0 1 11.1: 44 i r♦YORI AVENUE t t SCALE: 1' : 20' I#ORIZ. 13 W* {^ � J 12 1' : !' VERT, 1.1 10 in Q� NOTE: ST CROWN SHIFTED TO NEW r STA. 10+00 \ S \sue '� O w l II*GO SEE PROFILE) X `" \ �'; W F IU t(i * I J �� Z \ �► < Rp k! I +O I N CY we u L . I i S ST \ y / 3i l I �� v'a` �J` / �� "`- — 1EX \y? �-•` X\s� � � I' I w 1 C>01 , 7r A 5 _ GRAD `l � L of Wr / " -- \ (U ss8 10 +00 HYGEIA AVE. I _ / 1 / TO PKbVI�S �— EX19t. E � I G �,� / D. 32.33'07 R= 170' L � 5 `_ I =14 ORPHEUS AVE. 1. 3 i TRA sl _ .•.•....:...` 0 2 'or Y 7 CONST. 3} G.Lc•� .:. .. ;._,.:,-: t ��GG' 8 \ I ( i. MONUMENT y 0 1 TO w III .: 4 � 4 +y , 10 +40 B.C. �\ \E RISTo v, N23 47 30 "E(R> CO IM OVEM N / f— Z W -r L, l2 5 �i 3 10 +35.01 P.C.R. W a CONST, 4o t OF F / D = 20 27' 12" R = 355. 1 / ` \ r j 1 / u a e MATCH SNT, 2 G A.C. BERM o o I I N 15+14.7 / / 3 %13' D , 13 +94.77 PC. R. I 0 LL '2 ew O G rr Z =< Z I CURB NCoG'12'3o "W 0 1 � m v SEE FINAL MAP 4.99' oc IIJ a sv ~ D FOIL ROADWAY w �N ;o o DEDICATION O2 IE 4 12' 30 M W I Q DO Mal i r 1 o d z ILU Q PRIVATE CONTRACT 1 I N X SM ET COUNTY OF SAN DIEGO m 'l a W DEPARTMENT OF PUBLIC WORKS SHEETS �A PLANS FOR THE IMPROVEMENT OF: n HYGEIA AVENUE Zr 1 CHANGES Contractor agrees that he shall assume sole and complete responsibility for job COUNTY APPROVED BENCH MARK site conditions during the course of construction of this Project, includ . 01"'100" q an d No Py,owAey On S.D. TRACT NO. 4 4 i 3 -1 326- e DESCRIPTION: COPPER ROD W/ STR S.D CO persons and property; that this requirement shall apply continuously and not be lim- �j A� DUI L..7 � �1✓U R .sewio..dar hr aMrovr: npp ,oyad � PREC161 PPRECISION ited to normal working hours; and that the Contractor shall defend, indemnify and t ME DISK STAMPED OC 141 19611 G i� Z FEB 4 1986 E 4 1986 hold the Owner and the Engineer harmless from any and all liability, real or alleged LOCATION: ENCI N ITAS ALONG H WY. 101 AT I NTEitSECT sfsDlvlsl ENGINEER DIRECTOR OF rVS�IG w RY in connection with the performance of work on this Project, excepting for liability OF 1{WY. 101 AND EL PORTAL ST. ISO FT. S. OF y arising from the sole negligence of the Owner or the Engineer. E of work: Chwked by: = 4483-1 W = MIC"FILWO is OF EL AORTAL ON E. SIDE OF NWY 101 R.FROM f.RC4 i ELEVATION: GS. 871 DATUM: 1J. S, Co . S �•' Mrerd date: TM tc ■ t a t s /• W � FILE NO.EN06 1 1 (C6) ±71 - - �_ -- _ -- - - - - -- - I : - -- - - - -- -- - �- -; 1. -Y : �� - - - I I - _ _ -- } t 1 -- 1 - - - + -_ .- -- - -� ' I _ I -- - - - II t ! fi + - 1 7- fitt t - -� _ - - - - } � f - t fi { -i- t 4 -- t --- - -, I - T __ - + I - - - -- -- -- - - - - - - f t t - - -rt - :I _ I t f t -: - -- - - -- - -- - I - _ I a -+ - -- { -- - r r t + I - - - - - - - + + - - + v . I - - ` t - -- - - 1 I ) t + • t f t - - - - - - t r i - -+ _ l _, t l _ I 1 t .- � O i 7 m C7 Zoe'°° m lV I WK� I c� J Lu vT W' o N��O BUILDING 1 , 3 O' zo �9 > w 0 o k ° I m qtm� w'z W ' aU w 30 Z 24 , ' 2' 1 +00 V M.A.R. 0 +00 DRIVEWAY = 1 Q 2 +04 END WW AT 42 "D. E 12' 12' 2' a a N I 11 +17. IG ORPHEUS AVE. 21fo' $ C P 50 0 - 12 CONTRACTOR TO INSTALL - _ I _ _ � / g'x {2• TAPPING SADDLE 4 8 "G.V. PROPO 4' PRIVATE C MAKE TAP UNDER THE SUPER- FIRE HYDRANT SEWER _ _ { F I VISION OF THE DISTRICT. FIRE 12'± YD PER P-I j 3' x4' x 4" CONC. APRON i VA Z 1 C9 I NOTE CONTRACTOR CALL FOR I G I UTILITIES MARK -OUT 3 PRIOR TO ANY EXCAVATION 4 ; I 10' MI m U a , i9 w O Q I W 3 'TYPICAL 0mvmwAY 13ECTICHY W ( 3 W u NO SCALE BUILDING $ I a a a t Q N Ew a w 3 c.l N Q1 ;D d SCALE 1": 20 • O '� W p u EXIT_ N d SHEET PRIVATE CONTRACT a i x I I -- W - COUNTY OF SAN DIEGO 7 / N 4 DEPAIRTINENT OF PUBLIC WORKS w SHEETS I /LAW FOR THE MWWXr WWNT OF: is UNION STREET W" WATER MANY z e OL CNVTY APPROVED CHANGES BENCH MARK �Q DOW �o" 4ProvW by ON S.D. TRACT NO. 4443 -1 W PRECISION DESCRIPTION COPPER ROD W/ STD. S.D.CO DISK R•cam1owM/br qM�•N Ap.o b ME PRECISION DELETE AMIZ �k+L *M �� STAMPED O z FEB 4 1986 JU 2 4 I o 2 A5 1�1 0LT t.MU «/•yiA .C. 141 1968 d- f -- ac 9v6 .. UIY .�+ 4 ��h.'f; CocATION: ENCINIT ALONG HWY. 101 Q I NTeR. HWY. 1011 EL IVISION E IN Eq - DIRECTOR OF! LIC 1AIOIIK! N MI�IRQFIIMFQ MICROFILMED / RE (�.DC0 OF 4 OF EL PO AI ON E.9IDEOF 101. E elw «k: E kwe� W W ,,�� ,�YC.di..h.Nt�f:: t tt � ELEVATION: (o S.D71 DATUM: U.S. G. S. owlen✓ 4463 -1 z W FILE N0. EN 06 141IcS) i i NOT TO SCALE Z I Z W 0 W �C'E�X15T. , P AVEMENT — r �— —�— PACE OF PROP OSED A.C. BERM ORPHEUS pUUF3Lr— —�� - - -__ � 100 - -- --- - - - -_- N �, 180' - _ AVENUE ; 100' J E a0 F AAVFn'1 PROPOSED FACE OF CURD FNT 0o rAC MS TOp. / TTUS TRAFFIC STRIPING PLAN �E NYM E NO SCALE TRAFFIC STRIPING LAYOUT DESIGNED BY SAN DIEGO Ln COUNTY DEPARTMENT OF PUBLIC WORK5(TRAFFIQ. p'v SNVE PUB PI G TO BE DONE BY COUNTY DEPARTMENT OF �Z z I Q 1e 20' uj o I! o lll I n w I Q Q 11.1 II) 19 ll " D_ Q u W Q 0 >n PRIVATE CONTRACT Q HET COUNTY OF SAN DIEGO 7 SWE OFPUKJC WORKS SHEETS W PRECt$ PLANS FOR THE MMOVEKIENT OF: a M FEB 4 1986 MIgROFt4( p TRAPPIC STRIPING 2 W Ca COUNTY APPROVED CHANGES BENCH MARK S.D. TRACT 4443 —1 4i 14 No. Description APProw1 by Date ^ DESCRIPTION: COPPER ROD W/ STD. S.D CO. DISK � Aprtwd VIL N I E in rof work: mc STAMPED OC 141 19Co6 DIRECTOR OF FUVWC, VW" LOCATION: ENCINITAS ALONG NWY 101 AT I NTER. WWY 101 i EL PORTA By: r ROGER L. SNIPES RCE 181 y o ST. 150'5. OF k OF EL PORTAL ON E. 54DE OF HWY 101 cc _ RECORD FROM: S.D CO• W I ELEVATION: (Al 871 DATUM: U5.G.5. Data 4483 -1 _ Wd FILE N0. EN 0614(C4) CURE i CENTERLWO DATA CUM i CENTERLNK DATA N O3 . 47'30"E 343.0 QKQ M0. NAMN/EMTA M=0 Loom rAMANU EIAAM/OELTA RAGE» Li1f1N I�IA� 8 I N8 "W - 25.51' fc �eptHEUS A- 36 I0.00' 10.31' (Do COW. CURB AVENUE i 2 NSG'12'30 "W - 2906' N1I'20'16 "E FOR STREET IMPROVEMENTS SEE SHEET 2 ''j C � i 3 N3'47'30'E - 98.24' N89'28'5G'W - 24.43' + m C' 4 N 17'55 E - 32.75' - 0 - 3 ".4dS S/W U/VDE /N 3- 3 "ARSS1W 61AI KA /N I 5 - N11 ° 20'ICD "E - 8.15' TYPE "G "CURB 3 N 3'47'30'" 14(0.52' " N 11' 20'1&"E CONC. SWALE 10 : 4 ' ' ' NWZ723W - 127. 10' R.O.W. III •..: .. . - - M � -" ° _ N 88° 27' 23' W �. m I z e 'p�5 IORI VATS 24 A A =8 58 25 R= 570.00' - �y�� % P�V.C• ELF ouT I I /Z P. V. C, RETAINING WALL N / / G TYP " L= 89.27' 9 3T 5G'39" E _ 28.b7, D t ' D 47 -80 II PER L- 0733 �* c�, " PE G CURB/ I1 20 IG E 89.90 Y 1008 o BENCH MA 0.00' N 8' 45' 37" W 8 ew 2 4' GUTTER PER G -2 N 11° 29'50 "E - 2G .02' ® m �� M o - -- 11 N 55 57 41 E - 31.00. 4 =2 °04'11" PR /I/,9TE 24" PRIt/'ITE24" j a�I� " " W R= 20.00'L= 0.72 0 64MIl BaslIv ® CATCH B AS IN u _ oR`. 12 - 7.7' G" COW. CURB .7 4. z GRATE � � 4 A =13 °57'41 " 40.00' 9.75' 55. aflfrE (D ® 20 520 E /. . 0 A 77•ZG' 53 10.00' 13.52' 'm Z 4 .90' 53 50 i E. 1. E. 6- V'41' 32" 40.00' 22.13' TYPE "G "CURB ° O w I "CONC. CURB III 42' ' 42' - - -__ N8G•IZ'30 "W - 25.42' =45'29 '40" 3.00' 2.38' Co ,111 � P�ilrArE 24" NOTE: ADD 100 FT" �a �� o� - - - -- N3 . 47'30'E - 20.5,' - N11 "E - 2.�2' + • + CATCH BAS /N C . G.QATE TO ALL ELEVATIONS �,�ti° °� 0= 90'00'00" 3.00' 4.71' - N 11 - 4.00' 4' "13" C LK5 KET 0 0 53.5 L E. - - - N3 "E 4.30' N1 {'29'50 "E ar.G.41' CONC. SWALE A- 90 3.00' 4.71' - " + 6 �' N 3 0 47'301 E - 2000' - N 1 85@50'04 0 3.00' 4.37 G" CONC. CAB � aA ��c. _ -- I N3'47'30 "E _ I8.80' = 1' 29' 50n E - 13.59' TYPE &G;tUFM o w L 2 ,\b N 3'47' " 30 E 20.66' A- ° 2g' 500 3.00' 5.05' 6" C CURB CD Lu N G" CONC. CURB Liu �` M =90 3.00' 4.71' G" CONC. CURB Nil' 'E - 21.23' CO S E PER G -t . a r� �o N347' " 30 E - 4.50 , w N u z I- t ^. } 20.54' a w m I I I - "s �.� __ -- D =90 °00'00" 3.00' 4.71' • " " , a I `�� ,�� - - - -- z 7'02''E - 17.57' N 1� 29 E 3 -� 33 Y PE 'G' � N5° 5 CURB tv I/ I IS I j j I I I j w o I i I I I �y 0 A • 75 51 43 3.00 3.97 G CONC. CURB = 9G • 29' 5G" 00' . 5' 0i" CONC. CURB I I r - $ N 17 g5 47 E - 26.36 p lL I I I I I c ol CURB -1 A °104'08'17" 3.00' 5.45' " � N11'29'50'E 21.23' CONC. SCALE PER ' N 11 50 "E - 21.80' 14 �0. oti �ti W N 33 39 E 17.58 4.37' G" CONC. ` ` 0 A =90'00'00" 3.00' 4.71' N {1'2h' S0'E - 12 TYPE'G' CURD �.' N3'47 30 E - 4.50 - Y " [� ' " ' A= 9(0 Z9 5G 3.00 5.0 G CONC. CURB °� DEP aEss CURB . 1 A =90 300' 4."11' - N112950" - 22.48 SO Fj 13 �' 9 Bj ` �'�v' 5 "' s ��' FOR DRAINAGE 1 Y E - 20 CONC. 5WALE io N 3 47 30 . - 20.54' M S 20 �' i F> DEPRESS GUTTER LIP 1 c 11 _ N3' 47'30 "E - {8.8D' - A =83' 04" 3.00' 4.37' G' ONC. CURB F> 12 > 1e it2 - - - - -- N Y - - 1 Co" TYPE 'G" CURB/ 11 ��� A= 90'00'00" 3.00' 4.7 - 13.59 TYP CURB GUTTER PER G -2 �� �`. z °Xo 29 5G 3.00 .05' G CO 5 URB u� N 3 47 30" E - 4.50 - 11' 29' 50" E - 2`1.23' CONC. SW 'Ji � �`✓ 12 c (/( 1 A= %*00'00" 3.00' 4.71' - N11 29'50'E (113 ah. g� F ^. PE CONC CUR Ila r tl h o v N 3'47'30 "E - 235Cn' N55' 43' 55 "E - 18.24' TYPE "G " CURB A • w5G' 12" 3.00' 4.1 1' G" CONC. CURB - G4 11.26' Y . m`� A =92 53" 20.00' 32.20' Y Y 11 _ I „ x sr NS 45 37 W 3.1o°J �� t \ F �a. "� eP` 3 N88• Z7' 23" W - 29.00' TY G CURB " " COW. CB ETC s �s a w 1 .�`✓' w "" Nd 45 37 W - 5.00 G UR \� t rJ a 7 N88 �qTE 23' W - G,5.29' G" CONC. CURB N° 12' 8G'10" W - 9.79' + + 4A� ------ �0 iE N88.27'23:W - 5.00' " A =90' '00" 10.00' 15.71' TYPE'G` CURB �' 4S. N N 88 27 23 W - 46.42 TYPE "G "CURB 3 c 3 N 3 "47' 30" E - 72.27' z I I I I I - �r ;:< • .:' �L _ _ 43 3 /.E. A 85'42'06" 3.00 4.49' G'CONC. CURB =14 *08 20.010' 4.94' , ;tl w in I I I I I I L' Z 1'8 23' W - ti.84' - N 17 55'47 "E - 27.79 s r- I I I j I I I N ,cA pER C ONC CURB N88° ?7'23"W = - 21.03' - u 14 17" 2000' 4.94' " + J o• I I ® ( I I I °` { III A= 94 3.00' 4.94' G "CONC.CURB N3°47'30'E - 114.7G' + + I i i� I I I 1 K� `. a w N88 23" W - 8.52' Y Y = N _ I I I �l1 ) °°r A 85'42'OG" 3_00' 4.49' - N88 2371M 2000 X 05 YP� fW N 88' 27' 23. W 20.58' A- 99 13' 20.00' 34.89' G" CONC. CURB • Y I I \ �' 75i -. v p�' v N 27 23 W - 21.03 - 1{ E - 55.91' Y Y ( W A Dc I \\ �� N �- / = 94 17'54" 3.00' 4.94' G" CON4r. C „ - 11 ® U�6 N 78 30 10 W 1700 " - N I 29'50" E 1' - 3G.00 Y Y Y � >3 � N 111 I I �- A= 85 '42 'Oro" 3.00' 4.49' t Y _ ° N j 1 F ? N 88' ' " 27 23 W - 20.58' " r N f 29 50 E - G6.00 • . Y „ b N b • ; • NOTE: ALL GRADING PER "T GUTTER CURB/ I ti ° TFe Nea •27'23 "w - 2r.o3' - N 78 3o Io w - 17.00 • ' Y „ „ a o a SCALE , 20 = GRADING PLAN L -0733 �o i i GR A= 94° 17' 54" 3.00' 4.°J4' G coNC. CURB W 11- M'-90'E - 54. Y ~ QI I W N88° 27' 25 W - 8.52' + I Y o w I I N78 30 10 W - 7.00 o°0 1 III v� w A=85'42'06" 1 3.00' 4.49' N11 + • '29'50 "E - 11.00' , >� �i I�I W @ v N88•Z7' 23 "W - 20.58' - = 82'17'40' 10.00' 14.36' " + W. Q N78 °53' 300 "E - 19.8(0' - II � C, II 00 IL PROJECT BO / /li,4TE' NDgRY I,I PE,Q D -9 -g 2EA OUT Q to do I T �I1 Z7 js �E. 1 24' N 11 °45' 12' 12 ' ° - - P�B W, e C -. ��\ \ P C TRACT 1z, 24 DRIVEWAY 20' � � M ffnn G" CONC.CURB .5' V 5 PERMITS H T COUNTY OF SAN DIEGO W W 2 % --? II° PER G - I g DEPARTMENT OF PUBLIC WORKS SHEETS 2• /.MIN. 47' PARKING :3 - REZONE PERMIT NO. N /A W " Co" TYPE "G' CURB/ ' CONC. CURB PLANS FOR THE IRWROVEMENT OF: 2 3 CONCIC�TE Z GUTTER PER G -2 �ER G-1 A SPECIAL USE PERMIT NO. N/A r SW.°Lf✓ �, GRADING PERMIT NO. L-0733 T RACT 4443 T�RII_i DETERMINED � A.C. PAVEMENT! BASE AS �. �( G G 13'1 THE SOILS COLJNTY AFFROVEO CHANGES R K S.D. S D. ENGINEER. (2' A.C. ON 4' D.G. � 2y MIN.`' IN. 2• M!N. Co " CONC. CURB Me. �APtiOn by Dm CALIFORNIA COORDINATE INDEX - MI<;R FiLIW ? °T TYPICAL DRIVEWAY SECTION PRECISION PER r '_ 1 1 /'f104rE STORM DRA /N DESCRIPTION: COPPER ROD W/ STD. 9.D.00. DISC a prmed of PUBLIC wo�Ka DETAIL° CURB DEPRESSION A.C. PAVEMENT /BASE AS RE!/ /S /ON STAMPED /�L /Q�� STAMPED D OC 141 PRECISfON NO SCALE 1QCATION: ENCINITAS ALONG HWY.101 AT INTER. HWY. 101 AND EL w: j R to JUN 2 4 1986 NO SCALE DETERMINED BY THE 501LS 2 /A15 f�IJ 'RMN �t PORTAL 9T. MO - 5.OF 41 OF EL PORTAL OW E. 9tDE OF FIWY.104 m m ° FEB S ECTION A -A ENGINEER. (3." A.C. ON 4 "C - IM �'"►" 4 1986 MICROFILMED � ) RECORD FROM: S.D. CO. = W NO SCALE ELEVATION: CO FEB U.S.G.S. / 2y-,0 ��� 4483 - 1 13 z� � W FILE M0. EN 0614(C5) - - = -- - - - - - - - - - -- / 2 - - - - -- -- - - - - - - - - -- -- x - _ -- - -_ - - -- - - -- - - y - - - -- -- -: T _F +,+ — — — — — — — — — — 4 — -------- - -_ _- _ - - - -. - - -- - - -. JEA - r r a S � i z s. rER ©,� PEi55r DRAW: rr � r h �' �� S'EPT. r /98S 1 \" DES /57 - /,VG a l / 0 �, 3 , L 7' T L G' . CONC. E E � l y /p �� Q r o R 2gro' F� PN, 25� /rG? -4o Q i W CURB /GUTTER � ',Z Q o a v PER Z � v t > s ' ' Q Gr?DaNO � /ST FG�iy , / � � - T CUT �7I ,SCOPE RE/!�A /N RE 1 0liE EXIST /NO `9C PIJYE>YIENT `U 'I AC O P9!/E rA , W 119c, P,4vE/L1ENT/ REMO ✓E EX /S C AS N MENT ,� i , ' I Gory rRUCT 1:r, A.0 ORiYE4Y41' N � � V � �^ ,a � � �2. 0 Q = W v O L E S OWiV ' - Xti ��. �, GL`N �T�E�S EGEV N o Q O S T 7 Er E /. YP/ N 1 N R E E T ;, ,_ � sr.4iron�iu '` �'a 'e/ . o` �, �, � �-- ,� —�-�- l � Q w UN � V / i _..._... a - -- - „�- - � SECT/ a, T Do 3 2 EXIST A.C. SWALE� k _ •-- -_._ , . _ _ _. qGE T - +- - EDGE OF PAI/EMEN _ F _a W Q W \. �@ ` Q j� COrV5 Ti7UCT G" TYPE "G" N CURB / GUTTED PER G -Z Q .._ EX15T- A. C. W Z'01A. RED d' �x mom? }W �� REFLECTORS CE/V TRfIL Sc y k > N COUNTY RgRK C A/VD a W 4 "SrEEG .4; '. " +- PRIVATE CONTRACT 1 m P /PE F /GEED w W � -- -- N 1 W /GONG W N �t ;p a SHEET COUNTY OF SAN DIEGO .� PA /NTE� 7 DEPARTMENT OF PUBLIC WORKS SHE TS am PLANS FOR THE IMPROVEMENT OF: 2 N YE��ow PRECISION ' � OPPSITE DRAINAGE z 470 0 ZOGb �°>� JUN 2 4 1986 co�/c�ETE IMPROVEMENTS X 01 MICROFILMED COUNTY APPROVED CHANGES BENCH MARK PR CISION CO UNTY OF SAN DIEG TRA 4483 -1 r FEB 4 19c ti No oe¢riplipn Approved by Date — - -- _ _ / ' Of 41N DESCRIPTION CO°PER ROO W /STD. Co. .D /SC. Recommendedforapproval' Approved A vale . e w t N M11" Ft1MED STgMoEO Oc /4/ /9 �8 cy '/ =w d4 }�: FILMED REY /S /ON ,�l�C /dl�k � •`" � - 1� .�X► y - /L y f ©DELETE BETA /N1NdF Wwa /� Ll7lx L0CAT10N: 6ww/T.45 CO4* HWY /O/C�/NTEf. yN/V. 0/ SUI DIVISION ENGINEER DIRECTOR OF PUBLIC WORKS 0 L �Afmz ST /SD'S. OFD EC NG�AL EVE. 5/OEf/ Y /O/ E r of work F by W Z O SCgLE © AS PJ UIL RECORD FROM: ��ry 0,,c N� /E� a TM z LAj W PProral date: ?- ELEVATION.-. DATUM: U G. S. R. X8194 �-Z - 4483 - 1 z_ it IEFFF W CL. FILE N0. EN0614(C5)