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300 GENERAL NOTES: WORK TO BE DONE: 1. A PERMIT SHALL OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENT PLANS FO " IMPROVEMENTS CONSIST THE FOLLOWING WORK TO BE A PUBLIC WORKS FOR NV WORK WITHIN THE STREET RIGHT -OF -WAY. DONE ACCORDING TO THESE E PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI- COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE SCRI P S MEMORIAL HOSPITAL ENCINITAS TRAFFIC. SIGNALS TO BE INSTALLED IN ACCORDANCE KITH THE STATE OF CALIFORNIA DEPARTMENT OF CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. TRANSPORTATION STANDARD SPECIFICATIONS DATED 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES LEGAL DESCRIPTION JULY 1, 1,84 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE -- '- RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE , OTHER EXISTING PA�PCELS / 7'#X0(/O/l 3 0° PARCEL MAP N0. /29(0/ PARCEL / AF PARCEL MAP FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR J IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY mo. 83(o / LOT If AAID P01C710AIS OF LOTS 2 6A/,O 3 OF SURD /V /SIGN/ "MAP EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF A10, 7709 RECORD OR NOT SHOWN ON THESE PLANS. 13. , NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE \\ \ LEG N 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE THE AREAS TO BE PAVED. DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. COUNTY \ � IMPROVEMENT S TD. DWG- SYMBOL - EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY � SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS OF ANY KIND FOR THE DESIGN OF CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS amommo IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING (IF APPLICABLE) . 6 S� \ 6" TYPE "G" CURB 3 GUTTER G-2 FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY SEWER NOTES 6" TYPE "B -2" CURB &GUTTER G -6 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL \ 6" TYPE "B -1" CURB G - 6 COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR I \\ \ 6" TYPE "B -4" CURB G -6 "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL I -� CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN PROVISIONS TO THE STANDARD SPECIFICATIONS PUBLIC WORKS CONSTRUCTION, 4" PCC SIDEWALK G -7 6 -11 DIEGO GAS& ELECTRIC COMPANY. ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING 1 V I TELEPHONE. 1-800-422-4133 SPECIAL PROVISIONS." IL r \I PCC CROSS GUTTER G -12 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR I \ TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4.1 UNLESS , OTHERWISE NOTED AC PAVING WORK WITH COMPANY REPRESENTATIVES. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 2. PIPE AND BEDDING CONDITIONS. I FIRE HYDRANT ASSY * W -10, W -11 "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE I \\ I \ RCP STORM DRAIN TELEPHONE: 1- 800422 -4133. PIPE. 1 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE I CAST -IN -PLACE PCC STORM DRAIN - -- - - B. V.G.P. AND A.B.S. TRUSS PIPE ]BEDDING FROM BOTTOM OF PIPE TO 82X (6) UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND INCHES MINIMUM ABOVE THE PIPE SHALL HE SAND, GRAVEL, CRUSHED ( SU /[DING S BEAR THE COST OF RELOCATIONS, IF NEEDED. �--I � BASE A S PAVING AGGREGATE, NATIVE FREE- DRAINING GRANULAR MATERIAL HAVING A SAND rYpE "A" CLEgNOUT D -� - -�- ' 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND EQUIVALENT OF 30 OR BETTER. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT 1 TYPE I CATCH 545IN TELEPHONE. 942 -9944 C. P.V.C. AND A.B.S. SOLID WALL PIPE ]BEDDING FROZE BOTTOM OF PIPE TO SIX I i \ HEADWALL 'U' TYPE - - -� 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALE. PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES OF EX 15T /NG THE "AS li OR GREATER. 8U /LD /NC - BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED I ORNAMENTAL STREET LIGHT (LPS 18OW) E -1, E -2 T° WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. TYPE 'A-I' CURB INLET D-1 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE l2. /ILL 5 16/V5 TO BE ALUM /A/UM, 3M N /GF/ /,UTm5 /TY TYPE /fEfLECT /1/E LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. r � FACE OR EQUIVALENT. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ; I L - - © R � \ W HEEL cNArlc RAMP 6-27 STORM DRAIN NOTES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO.317.1. POURED IN I I \ ' CLOW 2060 OR JONES 3765(GOWERCUL) FEW 00WO 4�rWG•P ) END PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME I \ m• I _ NOTE; WHERE EXISTI06 At PAVEMENT IS REMOVED IN ORDER OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE NITH a -I 'F I CAST IN PLACE CONCRETE PIPE CONSTRUCTION SHALL CONFORM TO SAN COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. O TO CONSTRUCT NEW CURB OR CURB AND GUTTER, AND \ NEW AC PAVING SHALL BE 6" DEEP STRENGTH OVER DIEGO STANDARD SPECIFICATIONS ACI STANDARD 346 -70, STANDARD SPECIFICATIONS FOR NON - REINFORCED CONCRETE PIPE AND SECTION 63 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO.'S S -13 AND S -14. CALTRANS STANDARD SPECIFICATIONS MODIFIED AS FOLLOWS: LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. o EXISTING D.G. BASE. 1. THE COUNTY OF SAN DIEGO SHALL PROVIDE CONTINUOUS FIELD INSPECTION ON THIS PROJECT, OR AS OTHERWISE REQUIRED. 6. CIpEL['TE/J) I Lji \ ENGINEER'S DECLARATION OF RESPONSIILE CHARGE 2. A SOILS ENGINEER CERTIFICATE SHAIS, BE SUBMITTED I I I° CERTIFYING THAT THE TRENCH WALLS ARE ABLE TO STAND 7• ALL MAINS AND LATERALS SHALL BE CONSTRUCTED NITH 42 -INCH MINIMUM COVER. ( I HEREBY DECLARE THAT I AM THE EIIG ;MEEK OF WORT( FOR THIS PROJECT THhT I VERTICALLY FOR THE REQUIRED HEIGHTS AND THAT THE WATER I J HAVE EXERCISED RESPONSIBLE C111111111111113 C111111111111113 � E THE DESIGN OF THE PROJECT AS TABLES IN THE TRENCHES ARE BELOW THE BOTTOM OF THE S. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL, BE la--�� _j 1 TRENCH OR THE TRENCH CAN BE DEWATERED TO ALLOW SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. I DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODl, AND THAT _- ____ CONSTRUCTION, AND THE WATER TABLE MAXIMUM ELEVATION IS THE DESIGN IS CONSISTENT WITH CUF40= STANDARDS- ENOUGH TO PRECLUDE FUTURE DAMAGE TO THE C.I.P. P. 9, ALL, DESIGN CHANGES OF SEWER MAINS SHALE. BE APPROVED BY THE DISTRICT. UNDERSTAN D THAT THE CHECK Of 1Nfllt]BCT DRAWINGS AND SPECIFICATIONS BY THE \ 3. FOR PIPES WITH, SLOPES LESS THAN 1%, THE FOLLOWING ENGINEER IN WRITING PRIOR TO FOR PUBLIC USE. I LJ - J I _� / COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE M PROVISIONS SHALL APPLY: / AS ENGINES OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. (A) GRADE AND ALIGNMENT TOLERANCE 10. FILL AREAS MUST BE COMPACTED TO 90i PRIOR TO PIPE INSTALLATION. - DEPARTURE FROM AND RETURN TO ESTABLISHED GRADE SHALE. NOT EXCEED 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS 5 II ® �u: ° 3/8" PLUS OR MINUS, PER TEN (10) LINEAL FEET AND THE MAXIMUM KGF I'D111 I)AT6 Ct DEPARTURE LIMITED TO 3/4" FROM THE THEORETICAL FLOW LINE. IN IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. SA/VCTQ FE ®/Dt?/ v E NO EVENT SHALL THIS VARIATION RESULT IN PONDING IN EXCESS OF `II ,�.� 6YQ' IS AGREED THAT FIELD CONDITIONS MAY REQUIRE 3/8" DEEP. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC ?� CHANGES TO THESE PLANS. (B) CONFORMITY TO TOLERANCES WORKS FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY.' i_�� J IN ORDER TO CONFORM TO THE IT IS FURTHER AGREED THAT THE OWNER SHALL HAVE TOLERANCES, THE CONTRACTOR SHALL DZNG ESTABLISHED FLOW LINE 13. "AS- BUILT" DRAWING8 MUST HE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. zA .gITE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, SHALL BE PERMITTED, BUT NOT LIMITED KEY MAP ALTERATIONS OR'ADDITIONS TO THESE PLANS WHICH TO, EXERCISING THE FOLLOWING METHODS OF CONSTR RING THAT AND HEREBY DOES GUARANTEE ALE. WORK FOR A PERIOD OF O STREET IMPROVEMENTS 14. THE CONTRACTOR SHALL THE COUNTY OF SAN DIEGO SHALL HAVE THE OPTION OF REQUIRING THAT Z 3 �� M 6!(A RD. THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE i ANY OR ALL. OF THESE METHODS OF CONSTRUCTION BE FOLLOWED: ONE YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE QNNER AND SHALE. 4 NECESSARY AND DESIRABLE FOR THE PROPER (A) USE OF LASER- DIRECTED DIGGING BUCKET LWRING TRENCH REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK R TRAFFIC SIGNALS COMPLETION OF TKE IMPROVidMENTS. NHICH MAY DE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN SCALE: I =100 a JAMrA A F EXCAVATION. l HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS "TRENCH WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF (B) USE OF PATENTED CANADAS- COUISON TRENCH PLANE TO SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- I ADJUST FINAL TRENCH GRADE. ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND O STORM DRAIN WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION (C) USE OF NON - REINFORCED CONCRETE GRADE RAIL TO GUIDE THE TEr UNUSUAL ABUSE OR NEGLECT EXPECTED. PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY PIPE MACHINE DURING PLACEMENT OF CONCRETE IN THE PIPE. SEWER 8 WATER NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE (D) USE OF WATER I GRADE N THE PIPE TO CHECK THE FLOW LINE FOR WATER NOTES CO N • STRIPING A PROJECT OR UNDER MY CONTROWORK ASSOCIATED WITH w • VARIATIONS N GRADE. WATER NOTES CON'T L (C) GENERAL PROVISIONS . THE CONTRACTOR, AT HIS SOLE OPTION, MAY ELECT TO USE, BUT IS OWNER: SCR /PPS MEMORIAL 1/05P /r.IC NOT TO BE LIMITED TO ANY OR ALL OF THE FOLLOWING METHODS TO N _ ,'134 SivI FE DR/yE EA�'hV/TiIS C.4. RESTORE, OR CORRECT FLOW LINE TO SPECIFIED TOLERANCES: (6) INSTALL FIRE HYDRANTS 2 FEET FROZE FACE OF CURB, IF NO SIDEWALK EXISTS, OR (11) THE CONTRACTOR SHALL NOTIFY THE DISTRICT ADDRESS 'S INSPECTION DEPARTMENT 48 i (A) TROWELING, FLOATING, SCREEDING, AND ADDING OR REMOVING 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE F3R INSPECTION OF PROJECT VICINITY MAP CONCRETE IN A PLASTIC STATE. ASSESSOR'S PARCEL P✓8 PIO Jo GRADE SHALL HE PERMITTED. (B) REMOVAL OF F CON CONCRETE TO BRING HIGH POINTS TO FLOW LINE (7) PROVIDE AIR RELEASE ASSEMBLIES AT ALE, HIGH POINTS IN WATER MAIN. 112) FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION NOT TO SCALE d 7 e'. (8) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FOR THE COUNTY DEPARTMENT OF G �� (13) APPROVAL OF THIS PLAN BY S. D.W. D. AObS NOT CONSTITUTE A REPRESENTATION TRANSPORTATION FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, �I WATER NOTES (9) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES AN UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. C 2 ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE (14) CONTRACTOR SHALL BE RESPONSIBLE /� �l- U RESULTS APPROVED BY THE COUNTY DEPARTMENT OF TRANSPORTATION, BEFORE THE WATER FOR CONTINUATION OF WATER SERVICE TO r tf ",icy PR IVATE CONTRACT F- (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT CIFFICE. EXISTING FACILITIES DURING lY�s` CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN f 9. PERMITS SH 14 COUNTY OF SAN DIEGO KS m (10) THE CONTRACTOR SHALL OBTAIN AND REVIEW SAN DIEGUITO WATER DISTRICT'S - '" n GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF LATEST SPECIFICATIONS AND CONSTRUCT ALL WATER LINES AND APPURTENANCES IN (15) REPAIR., MAINTENANCE AND ANNUAL Via ' }fit '` �IIA DEPARTMENT OF PUBLIC WOR SMhETS � ACCEPTANCE. ACCORDANCE WITH THE DZSTIRCT' S REQUIREMENTS. TESTING OF FIRE LINE BACKFLOW DEVICE 40 RE20NE PERMIT NO. PLANS FOR THE IMPROVEMENT OF. Z (2) UNLESS IS THE RESPONSIBILITY OF THE OWNER. ,► /Vi%_ .' r MAJOR USE PERMIT NO. P86 WILL BE MADE SANTA FE DRIVE OTHERWISE E T S CONTRA E CTORL L UNDER E THE SUPERVISION OF SAN lF � CAL� � GRADING PERMIT NO. L 1 O 0 THE ION CONSULTATION DEVELOPER. WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY HQ`s ER,WATER ANDSTORM DRAIN _ THE DEVELOPER. S �� 7 �� s s , _ T SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK SCF4FPP$ ME MORIAL SEW MOIt1AL HO�ITAL- ENCINITAS ''E'' ' (3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER NO 131T J CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT No. Description Approved by Date CHISELLED SQUARE IN TOP OF CURB O DESCRIPTION: Raco".ww+Mi•raDM•vat: Approved .M. 59 MAIN PROFILE, TOP OF PIPE PROFILE I3 36 INCHES BELOW CENTER !�(' m E* Civil Engineering -� � 532 � C U RS / L � LINE FINISH GRADE OF STREET. & ± Structural / 4 ALL SERVICES TO DE CONSTRUCTED CLEAR OF DRIVEWAYS n) } •� 1 LOCATION: ON CORNER INTERSECTION SANTA FE DR. !U"DIVMIONENCINEER IR o oc nn wo RKt CD ( ) SAFINO. APPROVED BY: AP, ROVED BY: 2 ,tu, CS N�LQMQ� i 1 ACKINON AVENUE IE ,eiwork: I F A pproval by: BUTCHER& VALI FO 22222 YEARS ROM E COUNTY BENCH LEVELS NO. OC -0019 C� MJ (5) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE ORMONDE, 3815 Ke L l RECORD FROM. c Z nny Villa Road, Suite 2011 t CALIFORNIA DIVISION OF SAFETY FOR ALL. TRENCH WORK INC. San Dior ,California- gm.(619)5WI141 DATE:_ d'T �PRt� ��j$ DATE: ELEVATION: 215.650 DATUM: U.I.C. i G.S. -A Cd WT W EL. 10 w --' 30-67 FILE N0. 304,112, fO � r. is f li I I U TYi°E /-/CA"OWAL L / SEE /OE TA LEFT / M 2; J CGU/C, rJ�O1N /N/,N'd /N 2 - /PC/� T- I / 'For ON -S /lE mirwE DtfAI NGGE (3EE /OP�(Vi1R /E8 le/0" / /,I•TXIIL SHEET Co.J T � BO' 3/ fi Vi11P /E5 i(�IR /ES � OF 4/' rue 1 WNli 6w /5 W .tFE �IiY / L CAT /Od/ (�N LO CENTER) cawrRUCT TYPE d? 3 � OPE I i t6L11dTAWr IW d / LbY11;'Rt7'E c!l�Td ffragTE'JP TGIF � � M IN. 1 � O "OVEA r OIL EX /8T .STiPILG!'71:KAL A47�gY 7f'� 1 ,r /P- /rstP� E�l/ET6r ,D /53 /Pd7�K Q` EX/5T• APAVeMEA/T TO CON6TiA!I!G'T TYRE fO 6C/TTE/C L //°, CldPB f 6f/TTER fX/IST. CURB, G!/TTf.P 7 )PER WXfx AV. \ /tCIMO ✓G° .0 /CEPLACE D -40 �2 8 TH /CK) WITH G" OP AC OV&A CON /Tii�GC'T /"R'r II//�E/K�L�' S /jJE/y�L/( TOE OFCfWAIEL EX /sT D. 6. /J.4�E K� 8° 8„ TYPICAL SECTION SANTA F i � E DRIVE 5��� i! NOT TO SCALE \ PLAN „ A TE A/J/J /T10AIAL kV0AX ON SAA/TA FE AVE�E \ / / Q b 3 / - Q WILL *E REOU/A&D /r EX1&.r1"6 / 4 -9/2 21 6EC r1c)A1 /S NOT ACCE1*TA/54E. N r F14mr Bz,4AI&ET I o, O, VARIES 6 =B ' VAR /E56 =B' 3/4" GRAVEL OVER �, a► SM /0 Q4SiE - 70ml- c'AC O 4r11v'a67A41e. S[oT CONCRETE SILL O /961AATOR SEE �/NSTALL TYPE B•4 CURB WIAPPR )Al 9-40 ,O A/0. D -40 ETA/L , /?/GHT /5 ELEVATION SECTION EX PAyEMENr TYPICAL SECTION- MEDIAN ISLAND RIP -RAP ENERGY DISSIPATOR SEE 5.0X X0-34 FOR A00MONAL .D/MEN5 10HS, STATION 19 *45 TO 21+12 NOT TO SCALE NOTE 5 11$! REWFORC/NO NOT TO SCALE U TYPE HEADWALL NOT TO SCALE i I W 0 O O CIS W C 2.2 PRIVATE CONTRACT F— PERMITS SET COUNTY OF SAN DIEGO I or m DEPARTMENT OF PUBLIC WORKS SHEETS REZONE PERMIT NO. N /A 0 PLAN'S FOR THE IMPROVEMENT OF: MAJOR USE PERMIT NO. P86 -044 TYPICAL SECTIONS DETAILS z _ GRADING PERMIT NO. L IO-IO Q a' G CONSULTATION Y ESI N CONSUL A RIPPS IAL HOSPITAL S ` ` • s � Ft COUNTY APPROVED CHANGES BENCH MARK E NC I N II TA S W I 't No, Da r7 �\ R Description Approved bV Date ( y N0. 1 17 u 'D DESCRIPTION: DESCRIPTION: CHISELLED SQUARE IN TOP OF CURB z Rmomm•ndod for approrN'. AA100AD .M W MIDDLE OF CURB RETURN I. PR F-. Structural Engineering c i r' CISIi7 ^d d' ndSluve H �' oQ' >7nB i MACKINON AVENUE sueorv ENGINEER TOR OF ►UQtC WORKS W z ` }, j•, , ,, ,, j SAFINO, qE' OfVI Ia `E 1'' LOCATION: SW CORNER INTERSECTIl� >CANTA FE DA_ XEI w ork: �( 3 -� g ch «k.eby � O I BUTCHER & OF CAL RECORD FROM: COUNTY BENCH LEVELS No, OC -0019 W 0111010 E. 3815 Kearny Villa Road, Suite 201 Approval datr CG 3L L 7 MIL, Ui ILMED INC. San Diego. California•92129•(6191 &11141 ELEVATION: 215.650 DATUM: ❑_ &_C_ t c_s_ L F. SAFI CE13177 1 Z fib¢ 3- 1'f•.g� (o- rs -f99 FILE N0. W 304 ,32, /0 i C�fiPY/Df Y emo, w1,rr7w � '� 1� � �► Ci ti ` ►. Ci d O �o � a 0 1 v * /75 b EX 15T. TOFO OF CURZ GRADe L T CURB UT /ON•' EX /6�T /NO 6�YDErPG.R�x//YD TELEPHONl� AND Ed'EErR /C F,�tCrLrT /E8 '` CONT.PACTOR &YA& lRXre .4" j 165 MA /NTA /N 2 " /rk' CYE,7tP.Y BEIJMI�tN Q = Bt FAGi /iTrES Ake! XWVIDE G?9WWAr G�i4a� t4 "n+CV. I D.dfJ � SLU.PRY PROTECT /ON AT XMSSfiW• \y Ni O /75 F n /Sl AND : TOP OF CURB GRAZTE = 050'ABIIVE EX /5T GRAZ/E / 0 170 �°, 1 ti h 170 Li I �I — .• _PROF /L,E I zO 2/ SCALE 110,flZ 80;' I/E•PT, / �q' Z j . _ Z� QQ EX /ST. .LANOSCAPEO ® d, "FTAPE 5RRP2'E /s.c, AO REF DWG . M 2997- / "oovecE cf/EC.r R PE .5 R DSW DWG. PL7 v I I I W I EX /ST. EX /5T. 3G CMp M c Q b. 0 EX /5T. 64.0&. (TO BE R10vowD) I I I BLOCs vh 0 .0c •W W r Q W K I ro +vm��1 i ' J J 3 U Z7EMOL /SH EX /ST.N� tuN� Z y Wb m \j DRIVE WAY I Q N N N Ia c� u f I Ir T EX S U EX /STS �+ i U I �W y�• v �'`-s �c- s�.�.�°c�'�, � � s h V� r < s i •( � �i ' > V' Q �� �` • v s� I I �,� i '�� �.• �Cq (G CLE4NOlJTr 'EX i q I h N i 'i•� \I I� '� ti ��,�' h r�� I I ? Q D AZT J �Mpa t - s - <rosERE Z I Nt Ic ro h �, I EX /sr. STREET v v�P EX /ST PR /VATE �T� __ K m O L /GHT L/GNT TO �'�T DR/YEWAf ti TU REMA /N `W A/ -- - -- I • I h -- EX/sT COA/C. 540EAWLK J L—� —� 71 ' - - - -- - - -- t _ - - \ - - - - -- W r - -- eT -- -� - -_ - - - - -- 1. rl! E e C4111 GUTTER EX /ST. CUR�d,GUTTE T 'R.CP. J REF. DWG. - CG /240 I �' $ /DEW<►LK� 5100 WA LK w " m REF. DW6' 46'~ CGbICSTiPWr TYPE G'GURB P2 r93.8 /Move EXIST. (DROP I� II Ii N w ex r /2 "'w w " /A/LET WSW L. rr? `r ''CA / A J ER /OEIVLA' - �II .Z�f6f `^ //or TAP EX /3T. R4/SE/J ME/J/4A/9 i J I EX13T. !2 " TFr{ CON /DN � � IIII I _ I 2" SEWER' - _ . s• _ - - �� I i ' z � _: TYP'L' �- / CuR TYPE � t s K Rl�FLEC TO IR 24 p fEE .'JilfI W EX/sr,t~�'49 FOP I*vr~Crlpv A!°711/i o l T ' aWcx " EX /ST. 8"WArArm MAl1V 9 Y.qL vES + IIh WE !,NIGH s1/EET 6 FOR REF. 6. I�9 TD BE AQe.��ldlrvEO /.rEMOVEO t 4 REF. DhC CG /4✓� \ SMIPI y0 pt AAA y 1i , r J IYATLR O /STR /CT T * 7 � 0 LJ EX /3T• I W / REFL EC7 095 _ �\ O I � I E'X /ST. Sl7WK EXIST ?— �� 1 Ex/3T + EXIST � w ! l - ra avEWAY ExIIPT. ' rl W4L Lie /vEwar �,� -_ = \ ' M IlRA /N NOTE PRIVATE CONTRACT STOR v ( I W nwm RA N TA COUNTY OF SAN DIEGO '• 3/ N { SHEET 8 1 '4 lEND �' F4 "R.CP. A{p (T„/ )PA rUS AfsT tl ® DEPARTMENT OF P UBL I C WO RK S SHEETS c� CUN13 DA (Q'LE/YGTHS> TNiy /Q7'RAlI/�3 / P5'J0:4/" /OD. 00' 44 53' p EL TA � /U5 LENGTW - S ANTA FE 40MYT CuRYE, ti PLANS FOR THE IMPROVEMENT OF: 1 34•x72 � .Z�' _ 2 34 __.. = 3T �i.4 "- _� a3' PLANNIN • DESIGN CONSULTATION S ANTA FE DRIVE N I SB COLJNTY APPROVED CHANGES BENCH MARK 4" O Id !ao• o0'OD' 2.Qa ' f..ta• y F k f Na. D.r, »,inn AP,,. er Du. ,•. AMA (Q 4 CibIiSLLED SQUARE IN TOP O! CURB CivilEnpnerring DESC1111TION: R «..w.nw•e.erw.PP,mN: a 0 z f. H. CNANCiE G . MIDDLE F CURB RETURN � _ 10 .. : nI Engineering L I a 49� i � lAdSurveying Q /5,CAND F /iPE SEPV /C / L �w/� LOCATION: SW CORNER INTERSECTION SANTA FE DR. sueow E a� ER FOR D ECTG OF PUB LIC S 6 I SAFINO, v' � CHANGE � 7 ",a: g BUTCHER & 7 yl i NAC'KINON AVENUE -- W _ I iI nn E. t Q` cn.•kwnr: REC Fgor: INPR'Y BENCH LEVELS >lAp. OC -0019 , ORMONDE. Ville Raid, Suite 901 Aq,wal dNC INC. is, Rills- M9)560 -1141 ELEVATION: 215.650 DATUM: C .S.C. i G.S. — W FILE N0. i - 2 46 -68 I o Z ' j EX /ST. TOP Ole CURB GRAVE \ N � V E.r /5r x4v&xl r,*r 6 zF aT C //vE ; c� � �, K. � 0 0 � 7✓`' Iv C ` �► 3:x ?'A x 3P.SR.C.a IF 1%. 176 %4 � � 0 . � � � � � � � � � �' 0 �7✓E N till ^ . t� `\► \ P- 15.6Cg1'S. I/di Sj. n_\ ' \ I t\ 0 J- 1 0.32 - -F - l�Zt�� !70 �� 1�*�vrrFR EXl3 9 xP9PL�8€ f135% } 1 1 _ 170 LT. �f X Oi 2'1 r ; Agg MAV. N c.n�l� � o �� �Ex.,� rc .oe) IINW' WrZIRN NE _R�E1!'ltRN ~ !� 1 2l Q =30.� cFs V =dt8 {ps h��� Z�il4I- l /35D0) �o.� x U�5>o -0� - x �Za � .� PR /t/�1 TE ✓n�"i�',�"�Y'T1PE sommommoomm� -' -•- --- //5 20' 3O "1CCP cp 0.108' % (/950 -L7) O J "1G 2.49 ►� BCALE ffO1P /L. f" ARFORL E ^' 18" Jl"!r. XIAI � � vE�r. • / � cep Q a` SCALES AWN /Z. =1 " =20 • l/ER . =/ `=4' C.4LTRANS II � °/P �',✓c y s4 (� Q V STD. DWG. 11-94 h N 0. 175 Q ^ l7✓ F /N /8H CR4I1E (/350 - 1llrCf/ N /75 EK13r. GRADE 0 �i /5CA/YD rOP OF CURB of 4DE=O. 5f0.4bYl�E E.Y /9T, 6PAOE' * //77171 OF EA on _ - r 04 ON /70 p, �O� 170 i RR8CA�5TCOHLr'TYPE�4' f iLAbTED EMA 6ECT/d7N -LMWN RER C.f[TR.4N8. BTD. N TIiTC.S� n DN�G A�f194 , ©� i I IA 17178E I f U � , EX/5T. /2 ':SEWE.t° 1PEM0 ✓EI7J. 1 E ; f>YORIZ.:/ = /O' f�✓�' EX /ST / "9 EWFit _ _ � l I _ _ - - - - ��✓ � � `dt 1/E/P1.' / "- 9' , OF /LE �RQF /rLE• l "i� TO Z!MC SCALE 5. NOR / Z. /"g 20' VC-9 77 J" 4' SCALE: f/O Wil ! N_ 23 24 2'6 2G 27 / CO ,o1STRICT To INSTALL METEiC In �� �t, REF 17W6. TM P997 - -/ /4' //JE O/CA /NAG 1 a \ \ FOA W01i WITN/,V / -5 A�IW .SEE CAL rA A-16 !°RO PErtTY LINE. NTRFICTOR 6 °N DOC A(O. teESPONS/DLE /i /NSTALL/N .� n CL 87- Tl3G9/ DgT \� 3 1 DF/'!OL /5H AND REMOVE EX /9T L CNMEVT °E/CM /T // -86 -� �/)OdG 9 625 Y R. P. 061111 AND TO L ✓ `, CONSTRUCT 3 AC ON 5 .7IA8 10 -50-117 R/G�l 1 CONCXFT -Cl/VEO D/TC/l 1,Y5r4LL OA 7&13 5- 20 87. AECONNECT KENTUCXY P.t/E0 W CONSTRRUCT Ii &177,FP F M07E: C'ATV ;rRik A'CARLE, HAND � 18^ /8 "RCPAN,a PRECA✓ i CHICKEN I°LUM,B /Nr INSTALL. '` D/G /N AREA AROUND 1444 TYPE A'FCARE9IN475EL7 /ON. M P DEVICE /`�� SOWN t` Q I � - CONSTRUCT TYPE 8 /!,Y/RB � I � ` f4 AND CONSTRUCT 36'W /91 011 ! 3 3 CONNECT NEW 11 TRAN&MN 917Z/! FROM S E.rr9rlNG QPAW/NFi F- A � � � 3'X?RCB.TUEX /5T. l EXIST. CATV NN (TO � ERE/J! \ tiIyEEC CHA / N I I ( /°LACE TE ICY °^"""' `"�� Cf/•4N C �TO �E�EM4l QED �'P5DR511D -8/./ X/ST.ICD/KE I Sf100O11E�P TD INLET R R4MP EX /5T S NE ER G - 27 `� � � I P�JL 1- 01011 �' i lTYP. Wrq� � �� Iy 1 I I ,�r.1 AND F/ttED EX /5T /NG NfADNr4 ti /T re NE 5PC /CE BOX T08E REMOVElJ > <TOafE �PE/'OJ I Xl✓T/NG HEADWi4LL 7 E I !rp EX /9 . C XHT. HEADWALL 1 1 I Tt� 1/E -�-�-r D T W V MO O E R A/ T E � $ TO A E I - L �� R �w I E i V p �! y v E u o H Y R �l ARANT(gE 0 ..• ; T'�T� - ••, '•..'. : 1 . • ... r = � - "" .�..t� 1.1.L- - • � �EX/5T /!W' 3'x2'R.C.B. \ ll� g ill - 40A15TRUCT 32.5' 3'x2'R.C.4 rcrR 33 SLAN 9WW ,PEG /ON/4C 579 G. D EXI tl.,O I V V/N R.C.P. 1��24t68.50 2Qt71 325'LT. u A &5T �, Atacr /NL ET EXIST /NG CURB; GUTTER W • I REMOVE EX /9T. LEA A/GVT � � SEX / I2 A. C. W4TE�7 W T. F.N -w EX/ T tx �� npt` K LECTOR C T Chip - S - EX/gT. /P" SEWER f t1 24 V ts ' SEE SHEET 5 s' o ((1 FOR /N TERS E 7r/0A1 09 TA /L5 t T T a W11Wr rWx' d � MA , 1 K7CKEEP R /G#r) 5 /GA! : 24 x30' O x0.0103 �i v IFJ:7IKJIAt�, /STG - X! T. 4 "GA�f MAW � G � • � Q t/ti3 /2'XG TEES A DWG C61 5CE SYEEr d FOR STK/I' /NG PLA V K 74 KEEP R!G!/T) EDUCAT /ONAL FELTS: r MPLACE TEE W/ /2 AC PI PE. \� ^�1fIg B"'x3G" RC T 24 "x /B 'xC,iGYo3" �\\ EX /$T. 7`l0A4f C. OLE EX /il C //VLE G UT I EX/3 5I1:IEW P ESIGN • CONSULTATION . 4 /N NO E= S B PRIVATE CONTRA T ,4`x,`1 °er = j I / - j ,� _iIDRM D IPA T F _��` s�%I CivilE ri SHEET COUNTY OF SAN DIEGO m \ I 6 BfEVEL 1 END OF 30 �f'C. P, \ 0 E No li g DEPARTMENT OF PUBLIC WORKS SM�TS 1 (4 6 ZENGTH5) THROUGH i iii ,/LiM . > > . � �J I SANTA FE I�R /1/E CURVE N �* 0 z II �I BUM ' ; IV% PLANS FOR THE IMPROVEMENT OF: I U/f R 9 / 120 I Nl oxnE, F of A r ° s>msR dW see _ k N. nA� .DEL. TA RA014.M ENGTN COUNTY APPROVED CHANGES BENCH MARK J. SANTA F E D `- L " ,00' 1 471 ?' No Description Approved by Date - CHISELLED SQUARE IN TOP OF CURB P. /640" 2.00 (�.? e W4TEirC SDI[ ✓ /CE F/ E / DESCRIPTION: r OTmMNd M. pprorN'. Approfe . W " .4n/T ' MIDDLE OF CURB RETURN 3l/ �P'fO ! . s/rrM ci,uwc� v,a, GlJ �j � G GaLAQS LOCATION: SW CORNER INTERSECTION SANTA FE DRZ SUBDIVISI ENGINEER / CTOR OF PUBLIC WO RKS 0 /�EVIr6� /y�d /Q ti i MACKINON AVENUE E r work: P 7 31_ Checked by. W = RECORD FROM: COUNTY BENCH LEVELS NO. OC -0019 ,739 Li ELEVATION: 215 -650 DATUM U -&-C- i G_A� O IL. sl =ep FILE N0. j 3C�+t ft. to CONDUCTOR SCHEDULE - SAFINO 13177 Aw CiRC RUN No. PHASE DIAGRAM nw f* i in © ®� ®O ® ®O ® GROUP A WOUP e pE DETECTOR ASSIGNMENTS - 3 3 - N 3 _ �" ---+r► I u .r • = DET. PHASE SLOT FtELO TERMINAL 4 3 - SPECIFIMIMS 1 No. _ '' 3 3 2F' " 4: STATE 'OF Cpl IFOW I A OEIJAK I 1' Ur TRMSP�OR I TOR STUD 1 X ?u T7 5 G AM SEE L ErrER OF PL�IrM SPECIFICATIONS DATED JLLY. 1984. P 2 r 2L. 7 - 8 �,q rED : _ !o -:?4 - 8? 1 � Q O4 ' 2 I3u 7'? - 9 /O 645r.. •' SC/'e /P/°J ? 2 2 2 4 5 Tic / 71 - / 4' 2 MEMDr'�/GiL HD�/° / JAL 14 .7 p - - ? « -f �p � • 4 IGz/ T4 - 9 e /O } STATE OF CA- I F�ORR I A OEPAI IT OF TRMSPORTATI OR STMDMD PLMS G G J 3 u r j - 9 /o `I N z p /�.,d. 7 G 1 ! f f ! DATED JILY. 1984 • ­ 46 7.5 - - AL ' tfld/1//l' OAF D�TFC1'Z31C 9 > z 1C/ T 2 - I Z W B - - - - 05 N a7 v t 2 NP/� ! f / /O 4 SGL T4 - 708 'J V Oro 0^'04; Co 1"A!/PPLE LEN6Tf! C7�p1aTE 1! 4 IV ra - 70 6 - Q Q � SNARES CO FC>R!F ELI ArffC ' iFY �t�A 1m OF 4S RPoUIRE,D (PVC) 12 Q Z 7L ?4 - °l 10 x TO TA L 20 2f 19 32 ; UT IL I T 1 -S- .OITACT I12G/ � 1 5 /G. C014 1 > I 2 /"T0 pines Z T8 - 4� COMA4 Co T. T6. Z 2 E #10 1lDDlTDIIC pPh 4 I JZL TB - <i 0 00MM G C/� TO TA 4. • :GAS a ELECTRIC CO. - 235_6323 3/61Vdt NE�/J' /'f'� w 11.3ptl TB - 7 e- COMM Q 12 *t .. OnLO. - Z • �tr01'E: fah' 5 TELEPHONE CO. 1 X22 4133 d �V4 2 J /2G! Tq -4 46 COMM �o rOTA4. MGAq AOY, CAL - 2 2 2 T� EE - O > /./LC V 1 - - lm-4 Cf1Mm P Er ERM / r 4 Jl 3C/ T9 7� COMM & EAe ,E IBC & J! 2L TAI -,5 4 COMA/19 3 _ _ _ _ A10. I/ 8Co G� GLg6`q • � � 5 it - - ! -r. Y. 1J TEC�'O�C' b " - - - - QSSEMf3L)' /z' TO 7, L Q G 13 A/. T.S. '1 I "bib r G Z ? I /A3, QP TOE ✓fE Sf/EET T fmF ON- 8/TE a „ • I ✓EWEh' WAITER 5 " 12 i •o _ W si O :r L. Cr4 -n 5 /2 PvrEiQ. CO/V/V. GABLE Z 4 r � 1 ~ �: /VI2 - /J CIT - rllRE3 SIhLR�1L ' CON� 'OLLEJP i G�1/IVECT c, dim E5 l'm - -wz A j CONDUIT SIZE 3" .3" ? %AP Z,3" -� . II COIL //vTE�econrlv�cT .... -- _ .... -- - - "C 6 -�7LC tZ -1 TEti'CDAINECT CA�CES Cam ��5 fro c' ! -�� �E5 lllJ/�l05T lVLY �X Ct� AFEn5T. T MSIC 3JGN�IL ,4TN.rs 3 T E E 5T. L T. SE9 1!91.1 4 ✓`<6.,� E,�G• eDUTf 5 3.Qit/TA FE E r T ap E CURB L/AIE �'31EC �7R /vE h SEE SHEET •/ SEF Sf�EET 3 � � r 4 f?7R STiPEET S�4N h 3 F G /MPROI/E DRIV a i ' a /MPROVEME/1VT✓�` , r K � a � MfNrS i �■•••. ...rte.. �.... � �� � � � M' W EX f77N6'� v� G ` 7 a O x.33' TD L /M/T L /IVF 7Y/YIJ I Z APf O W • W w a �' �4' 9 iv ti !7G' TO LIMIT Ll/vE TO L/1N/T LINE J E! ¢ 22 3 S ?3 4 4 24 5 ? 2 u /r c. /nr6 4 O - -� I 1 2 r 3 r T T 4 ' .� CtlJPS L AME r -- � 2 - M TG.NErO TYpE �r_r.� "1 • ` 3 3 .'31�W4LK 3 - !�f W /pc/ /POpE C[/Rf3�hWK ._..... — — , N -� "C' - — - O 3 , y X /5T. 5.0.0 e -,OLC J /2 , Z DL.0 2 G rOC-C ❑ /� C, ?- / XFMR �:: .. 3 _ _ 3 TT POLE - SCHEDULE � A . _ PLACEMENT STANDARD ARMS LUIiA. PUSH 8T. j ao N ' L� ArmarrsTrNO 5 ;�' O TYPE MT. sb. Luw. oay. vE�nc PEO. A THE CONTRACTOR SHALL VERIFY /9 Q /O C!5 ,C• 5v W .� W AIA5 - ?T 5�° -Z-T 1Q s / V . ALL coxDrrloxs ox THE JOB. � �/T�' 4 7TLe Flll�' IIIC11 GC/1'SlI�iE 3 2G -4 .�O' 45' /O ' B F ,�'� F'�6 New MAS, MAS, SY- Z- 5i° -Z -T /4' i I " 3-.5 d 2 ALT. VEAICIZ i 2GNAL IflrEAD3 SHALL BE 12 -INCH WITH Bl4BACK PLATE. ( k $A SA�tITA FE �P /V� R /It/, V c �1 -70 30' Flo" JO' ' �Ff 4 tQ E MA5,5v - P -T 5P-2 /G' �� 3.J` < .C.R. * O FED. BIG. HEADS SHALL BE TYPE G. - SEE LETTERS ' O SERVICE SHALL BI< j� WIRE, TYPE x22 -Q, I A". malty, !I!0 3AAM ff � PL�I?M /S5 /OA/ fa ZG 4 - 70 30' 45' !O' ofF 4 G E�5 MAS/ M�15, 5 v -? T a� 2 T q' ' f4TE/J : 4 L q -a7 ((j J -- E CONTROLLER: FURNISH & INSTALL TYPE 17 0 CONTROLLER IN MODEL 332 ALUMINUM 0 cc t S AMP. 1P, METERED ! 'BIhNALS, AND 120 V. 30 AMP. 1P, WE'I'ERED `./ � - FOR STREET LIGHTS. 2 - #6 CONDUCTORS WILL BE REQUIRED BETWEEN f �Y: K it 1. uMP>tK CO. CABINET WIRED FOR S PHASE CAPABILITY INCLUDING ALL NECESSARY ACCESSORIES T O THE METER AND THE CONTROLLER. PROVIDE PHASING S",JOWN ON THESE PLANS. INSTALL FOUNDATION PER STD. PLAN SS -5C. CONTROLLER UNIT SHALL BE EQUIPPED WITH 176 PROGRAM BY BI -TRAM OR AI�A PLACEMENT W r` ALL BTANDAIM TO BE ruRNISHED WITH ANCHOR MOLT I= COPIjRS . � .45 Y : 0O wwEr .54 vIwG � � EQU AL. - DETAIL � W VEHICLS PRE-EMPTION EQUIPMENT CABLE SHALL BE 3M -118 *s _rHIt /�rY c0AR C 2.5 = DETECTOR CABLE OR EQUAL. rDATEa . 9 - // - a 7 ✓O>3E/°H /JEV�� PMErc/T V PRIVATE CONTRACT OPTICAL DETECTOR m s r o Q PERMITS SHEET co COUNTY OF SAN DIEGO Q OPTICAL E� FOR PHASE i SRI DEPARTMENT OF PUBLIC WORKS siiEETS VICI r t REZONE PERMIT NO. d oPTICAL DETECTOR roll PHASE s PLANS FOR THE IMPROVEMENT OF: Z - �.. _ - NOT TO SCALE �r� : cc3/tlTiutttxls .aeeE�3 MA JOR USE PERMIT NO. P8G -044 TR AFFIC SIGNALS (SAFETY LIGHTiN 4 - - -_ .- •.._ -, .rte ; ,rr .. t'OVp'Pf 1rdT�CES TO 2�' DL�"�Yt � PRT!'R Tl? it"�"i"1"T10. p Q SIGN •CONSULTATION SHAL L /JE /`9.4 rA 1A1e� TO GRADING i NO V) � e,,, SHO/°/%t/6 CEit/TE/e TH/CaICJ6NOUT D CHANGES BENCH MARK SANTA FE DRIVE W - FAIRY STRIPING TO BE DONE BY COUNTY FORCES. � ,' v � ` f � COUNTY APPROVE '`i = ' 4 a o CO/VST/C C1CT /O�l/. O Y Na. Description Approved by D to CHISELLED SQUARE IN TOP OF CURB Inc ALL STRIPING AND PAVEMENT DING SO�MOVAL TO ' DONE !1Y `� � I _ APO ejeV. NIAL.K8 • _. _ � DESCRIPTION: MIDDLE OF Recommended te. Opp 0040: A i_ , Z � CONTRACTOR BY SAKDBLASTING. PREC ! tlNeelnraiEngineettng ��'V /SE ME/� /d,N SW CORNER INTERSECTION SANTA FE DR. 'P-0A �ENGt1f" MR nmr- OR rUBIIC WORKS h QN J► lsnd Surveying LOCATION. C 7l �2' i MACKINON AVENUE E rNinwr 31 -g CA�ekedby: W Z TREET Ituta BxGirs MR pvzaa s FED 2 3 1 SAFIRO, F ° 'SANTA YEN (4' 6" Q.C. 1 " L.C. j CA`�fr RECORD FROM: COUNTY BENCH LEVELS NO. OC -0019 �++ W CAMEO REFLECTOR! ZED OA EUXA44 (rL-�c c«Uwrr .3/Z�. ORMONDE , Ir v;a� It�a, s '�01 s . 6 s o u . s . C . z G.S SAMUEL ,►.�.�« a•�• G 322q Cm o MCROFILME0 - F. INC. 9nt.�Diego, Cadifot•nia 9°Lf26 • (619► 560 -t141 - _ ELEVATION: 21 DATUM: W CL. FILE NO. •. I� I� a�' p (3 3 � fi,KIl3H GrC.4/JC Q � � � o' ►� N 'r U � � � �-- llemo EX✓5T- Ale.44WACG ro�/N�cT TO E=X /Sr • .�G "/tG/° � Q v , N Q A11COAX. LUS CCJ1 JAI&CT /QV IF EX /5T. II \ W t� Q Ui ti PIPE 010 f5 AAA4QGE/� rWR1 AC It, � Z ti I a �,� a =47 c�5 2700 v C/. P Q 45B 6/'^ 36 • F. k. .4 IPS "G "nom" P090 Z 0 o /50 d�?•G26{9 v /: 11 . 4 fP 5 M �i �.-- m /150 IS. \ SCALE: Naeiz: /y -40' I f/ERT: / " =4' ►'IC /O Jl 12 / 14 15 /!o 17 r4/C wo/KK w,rN,Av I -5 A/w EE C.QLT/Crd.t/S ea/C/t40,4CNMEA1T year- iv- �.�,,� >06a 9 tETE � - - — EX /�T. PQI/E � — I I �NC. I� / /JATErJ S -t0 -87 � OR�1 / Q'/SJ.' FREEltlq y /1F.ODWALL 6iEEllETA /L SsiEEre AMP ��\\ � •:.. •,. PRIVATE STORM GRAIN REG.9TDD11 - 3* /it/IEiCSTLJTE 5 /�ta1 ¢n�rct��t'S �� TYPICAL PIPE CONNECTION TO 12�OG 07 �` TYPE A/0 2424 C.4701-1 f�.4ii/ \ E1�,s\�`� 9.96.00 TYPE A'CO. 4 /' /HEFT (Pet /VOTE) PE,PAM! 8T11. 17WG.779 h /5- f'G /.76 L`AWOOK5 �� f T �'vG � � ti� CAST PIPE WITHQI�T MANHOLE -- -- -- -- -- - -- 0 1V4 TE C4TCN l�2?5 /N NOT TO CAL �RfMIOYE EX /9T. / COA/C. NEAOyY4LL \ \�— ! /2 —/3 1 \ \ 1 �/N o C4 Mq 1 \ EX /5T. 3!o cR ItoX.O P ; ' . l ` \ \� �/`Aw /l/,4TE) \� iP RE . S D. 6 JJ9 E4SEM� 2 424 oo TC �iFZ�KS \ y A OC. AA/0- . 424 CAH /il! / \\ �' EX /5T. OAT& 1 '.50 -6 7 D LO ? 1W4; 7D. OW6 EX /5 .D9 �� �����_r. 3x 2'r C. B. \ CATCH BAS/ �, `I j�� _ , N,fW 3 z2'APC.I3 \ \�j 1 e � \ V ecevv,.r•.Awvwry �— ti P � 0'i , /sr. c. `'� , t' � f b w ,ovssa+ 0 Al rVM \' �� �. 0 1 uowAcc - �' rP o i0� o ?0 +03.57 PE9'C.O. / G�� O R REG. STD. G. D -9 ,`Q .,1i+ ir C C-' < /— �' ) / \ i NEW '.b"A° 0.)v C 2.6 PRIVATE CONTRACT V zol Jill if III I'\ w. �'"' CU�f Fx� / h '� H SHEET COUNTY OF SAN DIEGO O ,� �. •Oi UBLIC WORKS SHEETS m i'a7n- t -t000 fYCx DEPARTMENT OFF � - I — — Q ? isuA srco w vorro sr. - - - - - -- — — / N I 2 Q b PLANS FORT WROVEMENT OF' I : PRECISION Nw�. ��'�.� aTORM DRAIN _..._. _ . _- SCRIPPS MEMORIAL HOSPITAL cu>�f c FEIi 3 x`.388 i // / DESIGN CONSQLTAi40N COL.INTY APPROVED CHANGES BENCH MARK ENCINITAS ' MICROFILMED h e. ZC�I /N OC � �Y� o. ONVybsn APP'YVM �y °Ne DESCRIPTION: CN2f>eLLSD SQUARE IN TOP �� M � -N M or" e�wd la ...•w' App,, O w PRIVATE STORM DRAIN / N •� H LOCATION: SN IMTERSECTIQN SANTA FE �. EN IN R / DI ECTOR OP N: MIOMC� � � CONCRETE DOWNDRAIN DETAIL s ,,, i , r H LE — ,`• 3 NOT TO SCALE ��� Of RECORD FROM: COUNTY BENC LE VELS • W W INC Sm 111W C yam. Wiw, ELEVATION: 215.650 DATUM: U.S.C. i G.8 AMAL FS E 077 �— -�-t - - ISCr t 10 -05 -87 _ _._ _ _ - - FILE N0. �'�2.00 a �\ 2O t � t vi .i cR v h r► �W yl W - --� W N F /N/SH G�PAGE cn 170 q4 174+ a Tr° /G e / t 1 JEPTiy hV 0ol i h D 'r V.C. WA7Ere /57. T3 ,5— ?Y4cIl D.grj 1W v - 25 , VI ¢ °M /N 5AA10 � � ;n LAS ••. .a'. ` � •, • Q L ` . T E l , SEWE/C A1414 TO COAIII rM 70 ASrM `� h W T.V. Ic. I D 3034. 50/f 35 gem I'Aovoti,= xdces : r�ivz. /'- 4a'veraer � De TA /L WA 746t ] 41 rm / TY c/iI / i F 1ti1r5H OA<trJE J70 o -�� !70 o sQ !65 $EE DE rq/y, ° �— I / i56 41 " , �A re/c �— --� E 157• /2 " AC K/.a17*e1`I — — -� C 0t rieLr� rwTH /A./ ) ff � ✓ � � d•. *"""'��� �� WArr/t MAIAl TO C tX/�b/tM TO AWWA % EaC 15T If SL`wE/C M ,4 /N• EX15i. dACr' WATEic ` p �/ 54AA// I-) C900L CI-A66 150(M/AZ) t VA LM 1 E 6CALM H atklt. 1 VElLr• 1' -4' i. I 13 14 /W /1 17 /it /9 9 i /O'570Al / IDA4 /A-1 E<l yEMEtc /T EX 157 5T01tI P5401157. gCE c����7 Q NO ri DOC. /I 87- 71969/ ($FE NOTE AT IC16HT ) ,DATE A2-30-87 COti/Ti�ACTO/C TO /.✓STALL TEM/°�'�icA.c>' ��� "� �r1i�< r I �> , 3 U .5u /LrJ/.vG U/A/c 3rite/10 ✓ems. ;( TP / i ClI ST - /A./ - PLA CE � � I YVNE,V ct�.v T it.4 CT0/t s H .•a LL /cGMOVC ' SI0�M /- ��drtil• Q� 15 AZA OA/ °E/C P, NJ J -2 J V c E r s a /° ✓C F02 714e TEM1 r 4 /AI ,4.vv /A167,o I SCdLE : 1 QO � " MA/�/ /MAtiENT NMENT. Q• 0 FL6.ELEV. / "AAil Lot:1T L NE (f�'/ r �5 � � �� aavre/lcrcve Tl7 /NS,wtL — 5� ✓r�� v ,-� n 5 N,�(L �R v FExo ee5r .crib pefsr- Al i trn7 F CEVAME Al r H p3tdMoo SANTA FE _ /9 +ds 7 cg+wECr;rg I B EET ���- g 'o" •a o oIII' E i �� / t70. 7 /4.2P/ , i YCCE PT W,4TE �s /s I re i i9 8 "" /B✓, /t "/C/✓1w ApeI AN6LEPTAS RE �i A S WiO D zl$6 /S" ACV* M ' METE i� - >? �� C.ONNECTrOA/ �D ! - 217 W.4TL`R C�vM 'T. TO �' — RECO)VAvecT I /3104. 'X7 6 NF.ff� / 1, �� f � 17 fi7 ►Sa.oQ TEM/° R r �WAi /t �,o ricrc� 23 +/04.30 SANTA AC / 49 4/0, Z y1 • S - .N A03 8 P✓.C. 4 Do C. NO. � ZO�GO S.M1/NQ4 AS y. • E�Io bE cata /N7EIZ16rArw4N FLC. EL. 16 I r - - - - --- -- — W I1c /n KEN/ F v. f W M ¢ 5MHN / � � � •• � J � I F GH/ � N ti � ; I\ t0'SL'WF�c E�'r' y V NGITE EA Q M CArcr.7/Ff ^ 4l �r� i; r r I j ^ I V DOC. N O. > §1 SA,v/r.4 r /0.v Q I ) X I 4�i h W I I � 0 /sr/C/C7 �I�� ^ `1f� <rI, j & z 04 r& , '� � DOC NO. > �° A M , J 2 J l a W � Q ' � � z 04rE W BUILDING ADDITION I, NOTE : SEE SHEET SMP- 3 g 5 1 \ 4 X/57. FOR CCKITIA/UAT10A1 OF LXWE3T /C 0. - A14TER I F 7R E WKV /CE L /A/ES -- - - - - - - - - - - EX /ST. /PCF rRE� J 2 Exrsr - , ' a" �e I_ 11 — — W w i I 7V d3E' REMC ✓EV Iot9B.Z3 6`F. SS — b Ca cQ N CONSULTATION C Z • 7 O � — "DP rECro R C/IECK -? tx/s F.H. TO I � -�' 1 p 'PVC R SB /' ` +.� PRIVATE C0NTRACT �- VALVE WATER REL0CA MA&D eWAfZr� 1W- ���, l�� EXISTING BUILDING I W.4MR , y� O 1 e DCOUNTY OF SAN DIEGO �f� I.RP' AFAW /A/STdLLEO AATER.4A YO f cn71E U fTE 4 1 /� r 1 j�� N0. 17 -� ' SH ET m m Eap�eeriag DEPARTMENT OF PUBLIC W ORKS RKS S ETS • lle1 CE 9 so j �'IVI � I sEE EE 3 SEE 5NEE T 3 snFiNO F o �E� ��� 'PLANS OR THE IMP OVEMENT Q all Z ArTAF11,41N WATER a SEWER PLAN < ) BUTCHER& FCA`- • SITE WATER aEWER -- SW I/ a' WATER MA /N I NC. San Die DE, 381fiKeamyVilkRoad,Buite"ff I MEMORIAL hlOSPITAL INC. go, Mfontia NO B • 1�1 Ml -1M1 - ENCINITAS 8"F /RE SE�PV /CE 8 'P. K . .4oX94 CONNECT TO COUNTY APPROVED ENC CHANCES BH MARK � O CONNECT /ON �G V — EX /BTBA• .P / NSTALL /R No. Dnuiption Approved by D to WTREET BL0H/ OFF SE VALVE _ CHISELLED SpUARE ::N TOP OF CUR on ITH .S Q W4rER 5ER ✓iCE PROF /GE y_^, DESCRIPTION: RocommonMdtorpproral: /�PVOr.a M. O (p RIDDLI OF CURB RETURN VALVE / VALVE /N5 L 90•.RT xFLCAC J J ' ., e`FL xP. V.C. RW /GATE FAE N>'de'v r, o`r'es SEVe% V4L E. L HAn/GC5 V.G. LOCATION:_ SM CORNER INTERSECTION SANTA FE DR. DIVI ION ENGINEER ro DI CTON OF PUBLIC 1MOIIK6 C 0•8EN17 s" _ & MACKINON AVENUE CLoW Z ax JtavES 3765 SERV /CE ot•••� o a Ch.cM.dbY W = RECORD FROM: COUNTY BENCH LEVELS NO. OC -)019 215 .650 W APwo. +leou: / PrPESS!/RLV RfIX4"fiP ELEVATION: 4ATb>t1: . t G I 1 7 1, i r k W d FILE N0. 26 8 3d�t13Y, CAD 225 �t n, LIM/ T5 OF NEW 5TR /P/N EK13T/N6 3TR*/P/N TD R gkW 33 5 Z W 4 6/ - /)r , 4 L L /M/73 OF 5�4AJ08LA5r1AJC7 GHUiCCH (2 war LEFT TuRA/ LQ vE oNLY) , M H05/o/TAL 3 3 t2 ' 15•` Q O EX(5T/c EX /9T• / /K/ !�R / EX/$T• LAA/E OXOR A/CROw9 w IN L�[adD - rCo11 N - ITE k � � ex /5r. 4=c_/x15 � + W A/Gw cucb � IV Z � ARRO Cl � EX /$T 50L//7 WN/TE N EX /ST. L1J�t/E(JQUP � � /2� � � Q '�/j/(OKE�tJ w/I/TE (U — x /sr. ISLA,vOS A/�w r/cA/�r /c /SLAA//J MARK /A/GS� — _ 3 (.EXIS ESC /57 CAMP Ex/3T N — — — '` r.� — — — — �c /�� ✓� t�UdC-E EX /5T STOP /S,4iC X/5T. LE EL 1<1dVF 5�777PI/uG N - 1 N 1 5T. N/5 EX /ST•d /O BM�� EX /3T. 8 S�oL /I�WN /TE EX / YELLOK/ O �� w/•1 /TE 2 -WAr LC wr A/A LAA/E Tp G 0&45T50 ) N W ex /5T. /✓eAm d:o °r 9'SOL /O WH /TB piER t711YT. 38 N A/Gw T/G4r, AC 18LAAIO (bee SVT.4 v EK /5T. /7/C /vEWAYS EX /ST. ,+✓AAA1CA10E /'3T. 4 "BROKEN WN /TES— -_1 ' X r P 15,aA 4 WH /Te (EX /5T) 1� EX /Sr cu�c�s N a BOL WHIT& .EX 157. `l Ex 15T. cuiC/> EX197,k101VT TUA" A 010 /t /w YELLOW DA/t/GWA 28` 4 14'114' �EX /5r /SLAA/� STRIPING NOTES TRAFFIC STRIPES, PAVEMENT MARKINGS AND PAVEMENT MARKERS ' PAINTING TRAFFIC STRIPES (TRAFFIC LINES) AND PAVEMENT MARKINGS SHALL CONFORM TO SECTIONS 84 -1, - GENERAL,- AND 84 -3, •PAINTED TRAFFIC STRIPES AND PAVEMENT I'.. MARKINGS," OF THE CALTRANS STANDARD SPECIFICATIONS AND THESE SPECIAL ,I PROVISIONS: Z i;Zt, CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. z<R v. �- SECTION 84 -3.02, "MATERIALS," OF THE STANDARD SPECIFICATIONS IS AMENDED TO ' READ: W _ O % J "z Z? PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE SPECIFICATIONS: STATE V) O 0 T ✓�� PAINT SPECIFICATION NO. 1 C Q RAPID DRY WATER BORNE, WHITE 6 YELLOW 8010- 42L -30 (5rR /P /NG NOTES CONT. I ; THE SECOSID PARAGRAPH IN SECTION 64 -3.03, •MIXING,• OF THE STANDARD GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010- 51J -22 (TYPE II). SPECIFICATIONS IS DELETED. Z ' I COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND CLASS BEADS MAY BE ON NEW SURFACING, THE FIRST COAT OF PAINT FOR TRAFFIC STRIPING SHALL BE t � OBTAINED FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA APPLIED NO LATER THAN 24 HOURS FOLLOWING COMPLETION OF ROLLING. THE SECOND `•J E!C /$T �jE� 94819, (916)739 -2400. COAT SI{ALL BE COMPLETED NO LATER THAN 4:00 P.M. OF THE FOLLOWING WORE DAY. f 1 EX /ST SOL /� u/N /TG GX /ST• /JOUOLE YELLOW X /$I. /SLAV/) THINNING OF PAINT WILL NOT BE ALLOWED. THE CONTRACTOR WILL BE REQUIRED TO PAINT TRAFFIC STRIPES AND PAVEMENT MARKINGS PAINT SHALL BE TESTED PRIOR TO USE, OR THE MANUFACTURER SHALL PROVIDE THE Alp INSTALL PAVEMENT MARKERS PER CALTRANS STANDARD PLANS. 40 ENGINEER WITH A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH SECTION 6 -1.07, THE 3 -INCH WIDE BLACK STRIPE BETWEEN THE TWO 4 -INCH WIDE YELLOW STRIPES OF A "CERTIFICATE OF COMPLIANCE,• OF THE STANDARD SPECIFICATIONS. SAID CERTIFICATE DOUBLE TRAFFIC STRIPE NEED NOT BE PAINTED. J EX /5J• W/•//TE SHALL CERTIFY THAT THE PAINT COMPLIES WITH THE SPECIFICATIONS AND THAT PAINT EX /ST /'CAM/° ST/� //° /NG �— MANUFACTURED TO THE SAME FORMULATION AND PROCESS HAS PREVIOUSLY PASSED STATE PAVEETNT MARKERS SHALL CONFORM TO SECTION 85, PAVEMENT KAMZRS," OF THE CX /ST• /3/COKG.V WN /T� TESTING. A LIST OF MANUFACTURERS THAT HAVE PRODUCED PAINT MEETING STATE STANDARD SPECIFICATIONS, AND THESE SPECIAL PROVISIONS. ex /,3T. I°!E/C SPECIFICATIONS IS AVAILABLE FROM THE STATE'S TRANSPORTATION LABORATORY. (MATERIAL SUPPLIED BY MANUFACTURERS OTHER THAN THOSE THAT HAVE MANUFACTURED PAVOLENT MARKRR HEIGHT SMALL BE 0.70 -INCH MINIMUM. "IOW PROFILE" TYPE MARKERS APPROVED PAINT WILL REQUIRE COMPLETE TESTING.) yll,l, MD! O �PI�OJECT /�l�E,gA4LL RE -f� /NT p�TIJII�/ �C Z D O �? DE TAIL 39 ey w r • o. Lir Z O 1 TO" okenne tang Mno for ww on LetRum IS IS or . T R4' I w Sec"on 6-02.2(3 y�� trinNS Rod Monw.y. Q J ThMM Tmas s Z 1 \ 0 Ir O PLAN - SANTA FE DRIVE `ENO Go .o DlweYew of To" SCALE: 1"- 40' 0 same qp olNn 11RNROr941 0*W c 2 • W V A 2 PRIVATE CONTRACT H D PERM ITS S HE ET COUNTY OF SAN DIEGD� m STRIPING NOTES DEPARTMENT OF PUBLIC WORKS SHEETS dLL 57, 5H411_ dE 00AVe 5Y 6_0NrR4CT0R, UA/LEb9 orNERwisE Al C-0. REZONE PERMIT NO. PLANS FOR THE IMPROVEMENT OF: O 2. 4LL Reo41m,IANr 5TR /PING r0 ,BG 5Avo,5"5reo O/aF 6y CONTR4CTOR. SPECIAL USE PERMIT NO. P86-044 z PLAN E ,3 dLL 5ri?/Pe5 ro ,HIE 4 w /.oe , EX cePr C1(AAIA/ELIZ 1416 4I WH ICH SfI4L.L 5E TENTATIVE MAP NO. S CRIPPS MEMORIAL HOSPITAL a V PJ�r�y GN CONSULTATION (n = 8" w1oE, AA/o STOP ,BARS , w HICFI SHALL BE 10 E_ S B f 9� COUNTY APPROVEO CHANGES BENCH MARK E NC I N I TA S W H 4. LgYOUT qN/J 4PPL /CQT /ON OF STR//°ES 5H4LL CON==" TO CdLTR4NS No. Description Approved by D e , NO. td?77 CUM TiQgPF /C M4NU44 CHAPTER G 8 M41CX1NG5' F qND CgLTRdN5 jr4A1�4RO &0 P&4 DESCRIPTION: CHISELLED SQUARE IN TOP Or CU Mmmnrndrrd}oropgovol: Approved G.M. I'�OH/M / Q (p ME 0 > , - '- ' " Civil Engineering / l!S " !? _ Z L) 415,. 0,4riED JULY /984•, OR?4 W /NG5 N0 . 4 00 -4 ANO A 20 - f3 ° >�� 3 -31 -H � S�twetulAn "�"ng NOTE" V /SE ME1?IAMS �n IandS"rveying ' LOCATION: SIR CORNER INTERSECTION SANTA F'E DR. SUBDIVISION ENGINEER POR DIRECTOR OF PUBLIC WORKS f� i i' i `) SARNO, -f C'1V 11 Q�\ L MACF INON AVENUE Engineer of work: �( P. 31 Checked by yd�, Z f E BUTCHER & F OF RECORD RECORD FROM: COUNTY BENCH LEVL&S NO. OC -0019 • /► = W ` " J „� ORMONDE, yVilkRoad,Sttite301 ELEVATION: 215_ASO DATUM: O_a_C_ H: G_S_ DDrovol ate: C4 9 C INC. San Caufornk 95139 • (819) 580 - 1141 SAMUEL F. SAF E 13177 -4-2+47 O'IO-�8 Wd -+� -s7 FILE 410. .3043f- /0 I , ° ;_y,+