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1990-264 R (Plans) GENERAL NOTES SEWER NOTES WATER NOTES WORK TO BE DONE : SEWER LATERAL TABLE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE I. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF I. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. I) WATER MANS, LATERALS AND APPURTENANCES SHALL BE DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS, AND CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY 2 THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR OF THE SAN DIEOUITO WATER DISTRICT. THE CONTRACTOR Station IE 0 Main IE 0 C.L. T.C.* D L STANDARD REFERENCE DRAWINGS. OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. TO ANY CONSTRUCTION. SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. 4+28 59.97 60.47 64.95 4,45 25 ITEM STANDARD DWG. NO. SYMBOL CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. 21 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING PROJECT BOUNDARY. MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE 4+30 6001 60.51 65.05 4.48 25 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER 4 +32 60.05 6055 65.15 4.48 25 SUBDIVISION BOUNBDARY - - 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY THE SPECIFICATIONS. PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 4+34 60.09 60.59 65.25 4.48 25 SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL EASEMENT LINES - - -- - CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE ARRANGEMENTS FOR HIGH - LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. *DESIGN TOP OF CURB IMPROVEMENTS WILL NOT BE LOT LINES 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND APPROVAL OF THE L.C.W.D. ENGINEER. CONSTRUCTED AT THIS TIME. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER A.C. PAVING 6 BASE THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW REPRESENTATION AS TO THE ACCURACY OF THE LOCATION, OR THE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE CENTER LINE FINISH GRADE OF STREET. OWNER/DEVELOPER : DONALD RADY P.C.C. CURB a OUTTER 6 - 2 PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 453 SOUTH SIERRA 0 167 PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY OR STRUCTURE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN 41 ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. THE LIMITS OF THIS PROJECT. SOLANA BEACH CA.92075 PC.C. DRIVEWAY DS - 7 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT (619) 481 -7239 SHOWN ON THESE PLANS. 7 ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF 5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND P.C.C. SIDEWALK G - 7 `.'.','::'•.' ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER METER BOX FOR EACH RESIDENTIAL LOT. 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY SPECIFICATIONS. EXISTING EDGE OF PAVEMENT WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS 6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE & CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOUR IN ADVANCE OF CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH SIDEWALK EXISTS, OR 7 FEET BEHIND WHERE SIDEWALK WILL ACTUAL LOCATION OF EXISTING FACILITIES. MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF BE CONSTRUCTED. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO OAS 9 ELECTRIC DRIVEWAYS. 8► PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN 4" P.V.C. SEWER LATERAL S - 13 �S COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A WATER MAIN. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIV MINIMUM GRADE OF 2.0X WITH A MINIMUM DROP OF 0.3 FEET, AND AN SI S .QD. 50' EXISTING SEWER MANHOLE --�� INVERT DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT CURB 91 CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING 25' 25' PROJECT ARE "UNDERGROUND INSTALLATIONS'. FOR CITY RIGHTS -OF -WAY. LOCATION OF ELECTRICAL CABLES AND GAS PIPING 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION 20' * AND APPURTENANCES, CONTACT SAN DIEGO GAS a ARE AVAILABLE AT THE DISTRICT OFFICE. 10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN ELECTRIC COMPANY, TEL.: 800- 422 -4133 WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE EXPENSE OF THE CONTRACTOR. EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF AC.PAVING W/ BASE I" WATER SERVICE P - 2 COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT PERMISSION COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. TYPICAL SECTION NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT _ OF THE DISTRICT. 11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL HERMES AVE. BOUNDARY ARE 'UNDERGROUND INSTALLATIONS'. FOR 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW NO SCALE LOCATIONS OF CABLES AND APPURTENANCES, SHOWN ON L.C.W.D. STANDARD DRAWING S -12. CURRENT SAN DIEGUITO WATER DISTRIC'S SPECIFICATIONS. CONTACT THE PACIFIC TELEPHONE COMPANY, TEL.: 600- 422 -4133 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION 8' RIGID PLASTIC PIPE DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ARRANGE FOR INSPECTION OF PROJECT. 12' x IL" CATCH BASIN SAN DIEGO PRECAST ❑ 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 13) FILL AREAS MUST BE COMPACTED TO 90X, PRIOR TO PIPE BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH 21' EASEMENT BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN INSTALLATION. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT QS' 20' CLEAR 0.5' 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND SPECIFICATIONS. 14) APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A APPURTENANCES, CONTACT T.M. CABLEVISION, TEL.: 436 -3693 REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, G -1 6 "CURB 17. SEWER LATERAL TABLE IS SHOWN AT RIGHT. OR THE EXISTENCE OF NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS G-2 TYPE "G" 11. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE PROJECT. CURB & GUTTER I& THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY 3 " AA. C. / 6" CLASS II A.B. LEGAL DESCRIPTION: GOT /4 AND /5 /A/ BLOCK 3 00 SCXJTi -1 CG14ST /9SfZK, /A/ Ti-AE ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, C 17YOPCAIC /A1 /Ti45,COUA/7Y OP 5d410 1EGO,S747E 01- BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK 151 ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESKiN, 6 Tp D /,(�' MIGP TNE2EG1� AAO . /77 P /LED PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE I.E. �,q0 /�Z,(//q qr LI LINE CROSSINGS, LINE PARALLELING. OR PROPOSED TYPICAL SECTION 1./77- /EQ�f /CE THE CG rOt- /Z 7t4C2C A* /77 jwI&E 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR C OIUA/7Y, .OAJU42Y / 1, 1924. WITHIN BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. PROPOSED UTILITIES CROSSINGS OR WIT 10 FEET OF PRIVATE STREET INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL NO SCALE ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT Q. P. A/. 234- 254- 26 RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS CITY OF ENCINITAS. PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. SYSTEM STANDARDS, ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR 161 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF DECLARATION OF RESPONSIBLE CHARGE OWNER. 17) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR FIRE HYDRANTS AND S.D.G.G E. VAULTS. THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 18) UTILITIES TO MAINTAIN MINIMUM W SEPARATION WHEN SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE, PARALLELING WATER SERVICES. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS, 19) CONTRACTOR *DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (F. H., METERS, VALVES, VALVE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND BOXES, FTC.) THAT ARE EFFECTED BY ITS PROJECT. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED 20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE ENGINEER OF WORK OF MY RESPONSIBILITIES FOR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO PROJECT DESIGN. THESE PLANS. COUNTY WASTE DIVISION. / IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE (,�/ A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS DATE I_; _ ______ O R ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN 9'"'✓ I) Ld as ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 1 LEGEND Q DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO Q W PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHE WORK QROFESS /Oro z O v7 SUBDIVISION BOUNDARY - F_ ASSOCIATED WITH THIS PROJECT OR UNDER Y CONT i Q U O E A. 9 © W i O �_ ' w LOT LINES U1 0 t w s 3-31 - Q m � -. - _ = EASEMENT LINES -- - -- CD 0 1� 1 r OWNER: DONALD R. RADY PHONE: (619) 481 -7239 a• A p - -- - - - - 1 © Z } U I No. 29577 LOT NUMBERS L ~ ADDRESS: 453 S. SIERRA AVE. 167, SOLANA BEACH, CA 92 W >Q t ! SEWER LINES (1J > _ ENCINITAS FIRE DISTRICT J C /yl\ �\A z =v SITE C ` OF CAUE�� MANHOLES -�-- ( O w = c0 9 WATERLINES r--- W O SIGNATURLW KEY MAP FIRE HYDRANT O Z z A/OT CGII /TPL)CT�71Q TO EX/R7$E QA/O UE2 /I ALG i" c 100 STORM DRAIN - -yam - -- N � J ,. • L.EIICADIA COMITY WATER DI3TpCT EX/ST/AIG UA/DE2G2CXlAlD r 4C /G /T /ES P2102 a N ` TO SCHG'DUL /A1Ci COA18T /CMl 44JO A10T/PY EA/G /A/GE2. � VICINITY MA W NO SCALE SIONA URE DATE z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DC-(�IJITO WATER D18T1�CT MK TJ APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Er DESCRIPTION: STREET MONUMENT STAMPED PLANS PREPARED UNDER SUPERVISION OF AP PRO D C ����" IMPROVEMENT PLANS FOR: TPM 89 -258 W OC 183 1968 1 ' z LOCATION: EL CAMNO REAL C STA. 253 HORIZONTAL _N/A DATE : lD � BY: �� - 30.94 BC 0.5 MILES SOUTH OF ENCINITAS BLVD. OB RT A. AiIREN - CITY ENGINEER 0264- R RECORDED FROM: COUNTY OF SAN DIEGO `�/, _ 7,� �- //. _ _ .� ' ' G � R.C.E. NO.: 29577 Tpm 809�0" Z N VERTIC CONTROL VERTICAL V ac�N1J /la/w � �1� O� � DATE: 1�L'L�9 W ELEVATION: 252.844 DATUM: U.S.G.S. SIGNATURE DATE EN(ENGINEER EXP 3 -31 -91 ��„ �- .f, WORK PROJECT NO. SHEET OF PE 392 fi�tt + t t + r tt {+ I t _ i i , 4 1 t r + + B 51 8 AlICH' AI L133.95' } r 4 , r_. y +__ y r -♦ _+ . , 1 r , t t t}. t 1 , { - - 1 t- +__ -;_ _ }} 1 }} + f f fit I ~ EXl T/ G 4.0 D lU t y y i - C V T /L ,�E / IS _ •. , . I I , y� I I It 0• + N N O . `SU Y ' "'PE + -.. _. _} , ♦ _} , i. ♦ , 4 1 . -{ : r , y . . i , , i t J... { + - r- ♦ 1 + {_- t � , t y s.vG NO RTH R •I w E. 1 } f - : is i , t } t« 3 27' K � ) i 3 �i2 � I t .. s � e. .. • a n I 1 1 - t t + o 1 - -t- + - rt _ 1 �- rt t- - fi�� t - � � � f t t EX T A + .56 =28• : - -. + - ' 4° 16 f .. E C4 } _ I 1. _. ` — . . }_ —.. 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U E P/PE 3 D ` \ ti \• 0.5% 0 S � 4 r35 09 HE2ME5 40E PE O-/4 5 = _ 4 ___ 3 S4A/O /EG S 5 e 1 4 rf S' P21V4TE DWIA14GE � 004/A/ BOX W4GE P2EC4ST /2 "" / /2" S L E45EMENT E4sEMENT T24PP,C G24TE ��q W — EXIST. W4TEe METE¢ DOC." 11 -06 -90 0 h 2 4 TOW 2ELOC4T460 ao O N I k 5 Pe1V4TE De4/N4GE � In {per to 0 047'ED 90- 6006/0 E4SEM + EA/T 11J �CX/ST 8 "SCWE2 DOC. 12 -13 -90 41 _ y(D W� 04TED 90 664892 Ex /ST 6 " WATE2 3 +5/ U EXIST. M.H. 2/ q ( I.E. 58.01 56 STORM DRAIN DATA STREET DATA NO AOR BEARING RADIUS LENGTH DESCRIPTION NO FOR BEARING RADIUS LENGTH DESCRIPTION l8 ° 48'42" IOO.CO' 32.83' pLd / P /PE 1 N74 7/.82' G- 2TYPE'O9 "CiG El 74 "E - 80.66' 2 N 4E 74 " - 72.74' G -/ 6 "CURB WATER NOTES N 1. QWA/E2 /DEVELOPE2 TO P4Y POe ALL eEQU /2ED 4155 - 15.8/' 3 64' 18'22" 30.00' 33.67' 1MPeOVEMEA/TS. 4❑ N74 14 "E - 160.46' 8 "PVC.P /PE 4 S4/ ° 24'5/ "E - 46.62' 2. W4TEe M676Z 4A.10 64T612445 TOW 1A/5T4LLED BY 7FVd S4ND/EGUITO WATER D1STe1CT UPON O WA/Ee/ �5 N74 ° /5'l4 E - 60.00' 8' or. PIPE 5 N74• /6'486 - 23.30 QROFES ,� DEVELOPE2 REQUEST. 6 S41 ° 24'5/ "E - 56.72' 6- 2 TYPE 'CCJG �<<Q y NE A• ��,. •/8' 22" .5/.00' 57.24' No. 29577 LEUCADIA COUNTY WATER DISTRICT PASCO ENGINEERING n^ ' (619) 259-8212 /1 VJ' { /V1� ��/ -, 535 NO. HIGHWAY 101 ql F SUITE A Of c p1,1F� � Sol-ANA BEACH, CA 92075 0 SIGNATURE DATE ppp� REVISIONS APPROVED DATE REFERENCES DATE �N �E SAN DIEGUITO WATER DISTRICT K TJ WP APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: STREET MONUMENT STAMPED PLANS PREPARED UNDER SUPERVISION OF RECOM EN ED APP OVED TPM 89 -258 OC 163 1968 LOCATION: EL CAMINO REAL C STA. 253 HORIZONTAL 1" = 40' DATE : p V� o BY: � - BY: 8 9 - 258 30.94 BC 0.5 MILES SOUTH OF ENCINITAS BLVD. � ° _ /•� , TPM 0 264-R RECORDED FROM: COUNTY OF SAN DIEGO „ , I R.C.E. NO.: 29577 VERTICAL CONTROL VERTICAL 1 = 4 J(� io1�� I q('� ENGINEER DATE: DATE: /l1 ELEVATION: 262.844 DATUM: U.S.G.S. SIGNATURE DATE EXP. 3 -31 -91 ' e` • •8- { -�• WORK PROJECT NO. SHEET 2 OF 2 PE 392