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2004-9140 I (Plans) jMpR 0 VEMENT PLAN ._ SAN ELIJO A VEIVLTE WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE GENERAL NOTES WATER NOTES (SAN DEGUITO WATER DISTRICT LEGEND: PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SU80IVISION 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED NO. ITEM & STD. DWG. SOASD SYMBOL OTY STREETS AND STANDARDS REFERENCE DRAWINGS. ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO S.D.C. = SAN DIEGO COUNTY STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE O1 INSTALL CURB GUTTER G -2 124 LF S.D.W.O. SAN DIEGUITO WATER DISTRICT ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. � S.D.P. SAN DIEGO PRECAST 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY `� J INSTALL CONTIGUOUS SIDEWALK G -7 1,240 SF S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN O PROPOSED SAWCUT AND REMOVE EXISTING AC - 124 LF CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. O PROPOSED PAVEMENT GRINDING AND OVERLAY - 248 SF ESTIMATED QUAM=S 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN O INSTALL 4" AC PAVEMENT OVER 9" CLASS II AB N/A �— 248 SF CUT 0 C. Y. PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH FILL 0 C. Y. GRADE OF STREET. © INSTALL PCC DRIVEWAY APRON G -14 1 EA PROTECT BOUNDARY. 4 ALL UNDERGO UTILITIES WITHIN THE STREET RIGHT -OF -WAY 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. SHALL BE CONSTRUCTED; CONNECTED AND TESTED PRIOR TO O7 TRENCH RESURFACE (PER CITY SPEC) 61 LF INCH COPPER WA TEA SERVICE AND METER CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE LEGAL DESCRIPTION BOX FOR EACH RESIDENTIAL LOT. OB PROPOSED FIRE HYDRANT W -10, W -11 D04 1 EA 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND BOX CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. O9 PROPOSED 2" WATER SERVICE W -2 n 1 CARDIFF VILLA TRACT ACCORDING EA LOT C AND D IN BLOCK 71 OF OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. TO MAP THEREOF NO. 1469 THERE APE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK 10 PROPOSED 6" SEWER LATERAL S -13 �j1 1 EA THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED, 11 PROPOSED FIRE SERVICE 1 EA A. .: 260 351 - 05,06 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. B . PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER SITE ADDRESS MAIN. LOT LINE • 1951 & 1953 SAN ELIJO 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 9, CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY DEDICATION LINE CARDIFF, CALIFORNIA 92007 TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE RIGHTS -OF -WAY. EXISTING CONTOURS EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND L M _ OWNERIPE FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE EXISTING RIGHT OF WAY REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, REINER _ KLAWITER ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE CENTERLINE 173 WESTMINSTER DRIVE INSTE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER 173 C 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER PROPOSED GRIND LIMIT LINE 9 (7 60) 612 -9633 COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. 12 AND SHALL COORDINATE HIS WORK WITH COMPANY PROPOSED SAWCUT LINE REPRESENTATIVES. 21. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN PROPOSED ELECTRIC OWNER CERTIFICATE NOTICE ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICTS SPECIFICATIONS. THIS PROJECT ARE "UNDERGROUND PROPOSED JOINT TRENCH —v� —• INSTALLATIONS ". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION I7 IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 4 . A FDC THESE PLANS. APPURTENANCES, CALL S.D.G.& E. FOR INSPECTION OF PROJECT. PROPOSED FIRE SERVICE (SEE GRADING PLAN) p V F TELEPHONE. 1 800 422 -4133 (DIG ALERT) 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. EXISTING 314" WATER SERVICE USED FOR IRRIGATION ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES - 4 ---- - W 4 REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERA OR STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE 14 APPROVAL OF THIS PLAN BY SOWD DOES NOT CONSTITUTE A - -� HIS WORK WITH COMPANY REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTING SEWER CLEANOUT �. - -�- S - •-.-- �-�• -o ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR EXISTING SEWER "w "'°`"` °�'° NOTICE: ALL TELEPHONE SERVICES WITHIN THIS STRUCTURE WITHIN THE LIMITS OF PROJECT. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON PROJECT BOUNDARY ARE 'IMERGROIN D EXISTING WATER '° " - . _ _ M1�r ... THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS INSTALLATIONS ". FOR LOCATION OF 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CABLES AND APPURTENANCES CONTACT CROSSINGS, LINE PARALLEL WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, OR PROPOSED CONNECTION SHALL BE EXISTING TELEPHONE _T_ -��.T AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO P P LETED, PACIFIC BELL. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS _ TELEPHONE: 1800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON - EXISTING GAS - .�.-- .,.G---- •-- •.-- •- ���N -a IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER THI CT OR UNDER ONTAOL 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. EXISTING EDGE OF PAVEMENT -- > :-- - r- - �� �_pf CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN EXISTING GAS METER f REI NER KLA WI TEA DATE APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS 10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY EXISTING TELEPHONE BOX AND RISERS 1 DERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT APPURTENANCES CONTACT: TELEPHONE: 1- 800 -422 -4133 EASEMENT. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW EXISTING WATER METER 0 STATEMENT OF ENGINEER OF WORK 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE DEVICE ARE RESPONSIBILITY OF OWNER. SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE EXISTING ELECTRIC BOX CJ THE UNDERSIGNED ENGINEER AGREES THAT THE SOAK PERFORMED SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES THE ENGINEER SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO CTICES OF THE AY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER EXISTING MAGNETIC TRAFFIC DETECTOR LOOP 0 PERFORMER S TRADE DA PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS ENCINITAS. SERVICES. REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLACD ECK OR 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY EXISTING SEWER MANHOLE 0 REVIEW PERFONED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE EXISTING WATER FACILITY (FIRE HYDRANT, METERS. VALVE BOXES, ETC.) FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF RELOCATED OUTSIDE THE AREAS TO BE PAVED. THAT ARE AFFECTED BY THIS PROJECT. EXISTING STREET LAMP ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 14 ALL SIGNS TO BE ALUMINUM TH 3 FOOT HIGH INTENSITY TYPE 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPL OYEES ARISING ACTING MI REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOA CURVED WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING DUT OF THE WORK PERFORMED BY THE ENGINEER. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND 15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE A PRECONSTAUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOA USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 BY. FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION STEVEN R. JONES DATE 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL STREETS AND DRIVEWAYS SHALL 8S, HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE Q PpFESSio GRADING FOR S WITH CITY OF TREETS A APPROVED HYDROSEED MIXTURE. LENGTH TO FORK! A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT RCE No. 65124 HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK � R. J �ti � UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN n FN DISTRICT'S m 9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY 17 ALL LUMINAIRES SHALL PROVIDE TRUE 90e CUTOFF, AND ALLOW REPRESENTATIVE. PASCO ENGINEERING INC. NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. � No. fi5124 � 21. THE SUBJECT PROPERTY IS CURE NTLY SERVED 8Y A 2" WATER 535 N. COAST HIGHWAY 101 IMPRO VEMENTS SHOWN HEREON ARE FOR INFORMATION METER. UPON DEVELOPMENT. EACH LOT SHALL BE INDIVIDUALLY SOLANA BEACH CA, 92074 !8 PRIVATE ROAD I METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER ONLY. CITY OFFICIA CIAL 5 SIGNATURE HEREON ODES NOT CONSTITUTM PE 1286 Syj,� ClVI� -��'' APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN AY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD N OR ��F CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL INSTALLATION OF NEW METERS. ONCE A LOT IS SOLO. CAPACITY !METERS THAT OFCA1.� 19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. COMPLIANCE. THE OWNER SHALL PROVIDE THE SAN DIEGUITO WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH 20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. CA Santa Fe Drive MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 22, ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL ELIJO AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. SAN A W * SURVEYOR. i 21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 60 5 LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" ' . AND "W". RESPECTIVELY. 2 INCHES HIGH INTO THE FACE OF THE SPECIAL NOTES: Cam• 1. ALL IMPROVEMENTS, INCLUDING DRAINAGE FACILITIES, WITHIN`: T SHALL BE PAINTED ON THE CURB IN A THE PROPERTY BOUNDARY SHALL BE CONSIDERED PRIVATE AND :, < 20 THE ADDRESS OF EACH LO THE MAINTENENACE FOR THE LIFE OF SAID IMPROVEMENTS MANNER AND LOCATION APPROVED BY THE INSPECTOR. SHALL BE THE OWNER 'S RESPONSIBILITY. 18.5' 11.5' 11.5' 85' 10 fi ACCORDANCE WITH THE STANDARD PARKWAY & 901 TRAVEL LANE TRAVEL LADE P'4RKING PARKWAY 21 ALL WORK SHALL BE DONE IN •• •. `� � a5 Bi SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 2' MIN. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE 2' MDV R < IXISTIMG STRIPE SAN DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO L _• REGIONAL STANDARD DRAWINGS (LATEST EDITION). EXISTING EDGE OF PAVEMENT VALUE TESTS SHALL BE RE _ 22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY - - - - - - - - - - - - - -_- - - - 29 ` 1 - J - - - - - - - _ IXISTING SCRIPS, TO PLANTED. p ie OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE LANDSCAPE PLAA6 BY OThERS. � R. 'R " REQUIRED PRIOR TO - - - GRW AND OVERLAY 2' MIN. ENGINES ffE CONSTRUCTION. (PRIVATE) IXISTING DIRT PARKWAY IXISTING AC PAVEbENT MATCH EXISTM GR4QE PROPOSED CU99 GUTTER AND ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT ENCINITAS PUBLIC WORKS R94?VE AND REPLACE 2' OF IXIS SIOEWALK PER SQRSD G-2 6 G-7 AC PAVEI►EIYT PER SOILS PAVEAEENT RECOM4EhDATIONS. 4' MIN AC PAV9ENT PROVIDE 6" (! ASS II AGGREGATE BASE REVIEWED APPROVED REVIEWED ( of OVER 9" (LASS II AGGREGATE BASE. BENEATH Cl(ARB AND GUTTER oZ �8 n/ I BY: DATE: DATE TYPICAL SECTION SAN ELHO AVENUE VICL�irITY MAP +�i14e -a5 8Y: 0 D A T : NOT TO SCALE SIGNATURE EXPIRES 2 YEARS AFTER DATE U ING DESIGNED BY DRAWN BY CHECKED BY __ APPROVALS CITY OF ENCINITAS ENG G D EP ARTMEN T DRAWING NO. 5 u G &B R R CALF R REVISIONS APPROVED DATE REFERENCES DATE BENC S PLANS FOR THE IMPROVEMENT OF: o . COUNTY OF SAN DIEGO BM OC -29, REV WED: PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED _ A 112" PIN IN CONCRETE 30' WEST T STEVE JONES NAL NIA DATE: �+T ,�/� 1 OF SAN ELIJO AVENUE ON THE HORIZO / ��Lo BY: BY' PROLONGATION OF THE SOUTH Y' SAN JCil A 91`tll� CURB LINE AT LIVERPOOL DRIVE. VERTICAL N/A u DATE: R.C.E. N0. 65124 DATE: 3,/,_.$, I pT DATE: 3 g �S - -05 o F EXP . 9 3 SHEET 1 0 2 ELEV= 54.154 MSL PER COUNTY OF SD PE 1286 ' I I i N ci R 0 ~ W C i ~Wt N O ►� 2 p r- 2 p :) p C7 p v� _ p O t��k Nj0 - • — •O .p� • pQ (��� O Wh �Y�NN 10 ° � Jccto p O - �pa0+) �Jp`fv� w Y O ul ? U� 3 f�� N mN W �^ � �� ^ co° Wir n n W� O r7N 3 1�^ r l II �a _a n u +� ^"� °W� °w� ��:� W II a ��� ►�- Qk i-OWV I) +�oo W pWV o ►.� +rte^ �nCL via► -� +N °wU E- 0 �W Ana► -li v d u a cna► -� o I' a II q ina� -� <Ww v, �� N U ►-ii cn �� 0 S OLID LINE REPRESENTS F7NISH SURFACE TOP CURB 254 504M 75 1004M 1254-00 pROREE SAN ELD 0 AVENUE SCALE: 1 " =1p ' horiz 6 vert SEE CITY OF ENCINITAS DWG. 9140 -G FOR ON -SITE MTROVEAMM CN Q o ? Z _ o Q: W� 0 ^ W N N cs ~�c� WN 3� = a ►-WN OSTA 0 +78.88 N ^ t�N j - 'Z2 cc Z ° I W ° I PROPOSED 2 WATER N ° p 0 N 04 p �•r j o_ �* °a ,, �j SERVICE PER WAS I Z° a rn ° a p ' u W i -� °. WS -02 W/ BACKFLOW ° cn < t� co N Q: W �W°^'°�° JAN^ N ° � Oa��, +J< BY SDWD coo (°,) N Q W� II +� II +- II II 3jOm \o oNO � i °3v�ad d STA 0 +73.88 + 000 W�N� oaf Q �r-� _ W PROPOSED 4 SEWER o II II ► - Q k k oF- o _w� II � � II 10 LATERAL PER SDRSD �`� °��� z W STA 1 +17.54 OWD�WW cna�'� (nUa �a� -I•i S Q II II 11 - = 4 EXISTING RIS R (TO PROPOSED JOINT TRENCH AND PROPOSED FIRE SERVICE o0 FS= 79.34 FS 8 EX N a ~ AND DOUBLE CHECK EXISTING RISER ELECTRIC SERVICE SEE ARCH SEWER BE RE @0 A D) D PLANS FOR TRANSFORMER EX FS= 77.29 D ETECTOR ASSEMBLY EXISTING STREET LAMP � N 2728'00" W 60.02' C•O• D v N 278'00 W 60.02' 1 + EE GR PLANS) DETAILS ' .�� � �.*.� T ..._. ..._ i _ FS= 77.52 i g� FS= r -78, EXISTING WATER METERS 5 FS =78.05 STA 1 +06.86 _ FS= 8. FS =77.4 PROPOSED FIRE HYDRANT P 4-S EX - 76.9 EXISTING PLANTER WALL -�� n F ER WAS WF -01 BY SD WD FS= 77. � GRAPHIC SCALE i =10 5 76.83 EXIS77NG GAS METE_ R EX FS= 79.54 o A �.� _ > C • EXISTING ELECTRICAL . W r , .... ,- � _ _____ _ 3 _ __r._� _ S _ _ V EXISTING WATER METER SAWCUT LINE EXISTING GAS SERVICE �� 4" AC OVER 9 "U * - -MAIN TO BE REMOVED CURB DATA TO REMAIN CLASS Il BASE EXISTING WATER SERVICE EXISTING 12" GAS MAIN GRIND LINE 4 IQJ�E_AB�4Hl1 -MAIN SYMBOL RADIUS LENGTH AlBEARING __.. _.-.._.�_. a 3..... ____.._._.._.._.__ e' - �_� w - -- J__�_ D J__BY SDWD 5 S S D ' S RE OVE AND REPLACE __ -. EXISTING 314 WATER XISTING TELEPHONE N EX TIN N CURB, GUTTER 123.95 S27 '22 ' 27 "E USED FOR IRRIGATION OXS TO REMAIN. AD ST A SIDEWALK PER OO �. TRENCH RESURFACE 0 INSTALL BACKFLOW TO ID TO MATCH FINISH SD SD G -2, G -7 PER CITY OF ENCINITAS 3 IRRIGATION METER URFACE SIDEWALK STANDA p� EXISTING 18" VCP SEWER MAIN _ NOTES 0 +25 0 + 50 0 + _. 1 +00 3 1 +25 � �0 +(�0 t EXISTING 6" HP GAS MAIN ____._ 1. EXISTING AC PAVEMENT ALONG SAN ELIJO AVENUE J D EXISTING C L STRIP ._� r __ D - -_--- _.�__ D -__ _._ _ _ D __.. _. _. _ S _.. _ ___ _ __ _ TO 8E CORED AND INSPECTED BY SOILS ENGINGEEA. �} EXISTING SEWL MANHOLE EXISTING SEWER LA TFR EXISTING 8" ACP WATER MAIN RIM= 79.02 INV= =6 M M EXISTING 6" HP GAS TO BE ABANDONED . -. REMOVE AND REPLACE EXISTING AC PAVEMENT _._.__ _ ._ _ _....w_. _._..__. _.__ __._ M _ .r _ _ �_ M M �._. _ ..__ _ M M M ALL TAPS IN �. �.._ _ __. _� _._ _.._. PER SOILS ENGINEER. EXISTING FOG LINE STRIPE EXISTING MAGNE77C LOOP 2. PERFORMED BY SO WD EXISTING WATER MAIN TO BE FF/ - SENSOR FOR 1RAC _ . EXISTING EDGE OF PAVEMENT EXISTING ELECTRIC BOX EXISTING ELECTRICAL 3. EXISTING DRY UTILITY BOXES 6 PEDASTALS TO BE RELOCA AS NECESSARY. PLAN SAN ELIJO A VENUE <� SCALE: 1 "=10' w in DESIGNED BY DRAWN BY CHECKED BY C ITY OF ENCIlVITAS ENG G DEPARTMENT DRAWING NO. 9- `9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE R R R APPROVALS PLANS FOR THE IMPROVEMENT OF: OR COUNTY OF SAN DIEGO BM OC -29, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED Z;F -- - -- — - -- A 112" PIN IN CONCRETE 30' WEST _ _ OS : BY: ELIJO A 9140 a OF SAN ELIJO AVENUE ON THE HOPI ZONA I "=10' DATE: BY Sl"'il r PROLONGATION OF THE SOUTH R.C.E. NO . 65124 3 B�OS CURB LINE AT LIVERPOOL DRIVE. VERTICAL 1"=10 STEVEN . JONES DATE: DATE: E)CP. 9-3o-os SHEET 2 OF 2 PE 1286 ELEV= 54.154 MSL PER COUNTY OF SD