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1287 GEN NOTES E NCINITAS TRACT 81'145 AS - BUILT WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE _ _ 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE W'ITR CITY Of�tICINITRS PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE COUNTY OF SAN 3uQ0 / ✓ /3 /4y BQUNOr4PY STANDARDS DIEGO OCTOBER 1982. � � � L. - 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE /9 ® 2/ ® ® ® © I THE PREPARATION OF SUBGRADE AND PAVING OF STREETS ................... APPROVAL OF ANY CONSTRUCTION OUTSIDE mIE PROJr T BOUNDARY. I1 O Q THE SURFACING OF EXISTING STREETS (TRANSITION AREAS) ............... WT 4 CONSTRUCTED, C LiN ONNECTED T AND TESTE N THE STREET RIGHT -OF -WAY SHALL BE PRIOR TO CONSTRUCTION OF ANY BERM, © o- -s GARDEN COURT -$-O ' I 1 THE CONSTRUCTION OF TYPE 'G' CURB AND GUTTER COMBINED ..............(G -2) - � - J s CROSS GUTTER AND PAVING. HIV - -yV - - W 1 a E � THE CONSTRUCTION OF STANDARD CURB ......... ..........................(G -1 ) s PLANS X WERE N OBTAINED LO Y AT 4 IO EAR O CH OF AV FACI LRECORDS ITIES ON THESE /7 / S� /p < i W� E /� ✓G' 9. f, term 0 THE BEST � /� 3 /¢ /3 /1 // Z A THE CONSTRUCTION OF 6 IN. A.C. BERM TYPE 'A (G -5) OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS �/ O O O O SLY v E 2 O O O THE CONSTRUCTION OF CROSS GUTTER AND CURB RETURN SPANDREL..........(G -1.. - - SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE o %/ O PRECAUTIONARY" MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON h I � � x gy, THE CONSTRUCTION OF 4 INCH P.C.C. SIDEWALK ...................... (G -7 ) � AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. II I �I 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE II O ® ® ® O O OO O I Z <o THE CONSTRUCTION OF CONCRETE DRIVEWAY .... ..........................(G -1 ) �•�•-' SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW I T FE O v WORK. cONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING THE CONSTRUCTION OF WHEELCHAIR /PEDESTRIAN RAMP.(.TY RE. P.)....... ( G -2/) UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT - I ' - �) - ,;LJ rfs� r ROAD _ REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL o-_ y � ,�. �, � - _ = - THE CONSTRUCTION OF STREET NAME SIGNS ........................... .(DS -13) _ - - I - - - I LOCATION OF EXISTING FACILITIES. c� I � THE INSTALLATION OF STREET STOP SIGN ........ ........................(DS -13) 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR I � � . HIS WI cI I I N TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL'COORDINATE THE CONSTRUCTION OF BARRICADES ....... ............................... r,440 WITH COMPANY REPRESENTATIVE. • 0 KEY M A P V I C I N I T Y MAP- THE INSTALLATION OF SURVEY MONUMENTS .... ..........................(M - lO ) O NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR SCALE 1" =100 N O SCALE THE INSTALLATION OF STREET LIGHTS ( 30 WATTS) ..................(E -1) 0- � LOCATION OF ELECTRICAL CABLES, GAS PIPING AND \ APPRUTENANCES, CONTACT THE SAN DIEGO GAS & THE INSTALLATION OF PARKWAY TREES. (z$.E '�•.' ) ... ',41 ..............(L -1) ELECTRIC COMPANY, TELEPHONE: 619 232 -4252. KEY `; M A P -, L E G E N D THE INSTALLATION OF P.V.C. SEWER MAIN .... ...........................(S -4 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK Z/ y THE CONSTRUCTION OF STANDARD CONCRETE SEWER MANHOLE ................(S -1 ) WITH COMPANY REPRESENTATIVES. THE INSTALLATION OF P.V.C. SEWER LATERAL ... .........................(5 -13) -- --{�� NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR - - MANHOLE r 4 O� BLOCK N0. THE CONSTRUCTION OF P.V.C. WATER MAIN ...... ............................... LOCATION OF CABLES AND APPURTENANCES CONTACT - - THE TELEPHONE COMPANY.TELEPHONE:619 293-0595. W- WATER MAIN EXISTING /PROPOSED _ _ - EASEMENT THE INSTALLATION OF GATE VALVE ............. ............................... -•�- 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT ALL UTILITY - 't'S)�- -5 - SEWER MAIN EXISTING /PROPOSED Q DRAINAGE FLOW IN STREET THE INSTALLATION OF WATER SERVICE ..... ..............................* P -2 - - -� AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. _ - STORM DRAIN SUBDIVISION BOUNDARY THE INSTALLATION OF AIR & VACUUM VALVE ASSEMBLY .....................* P -8 10. ALL TELE`:ISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND « - FIRE HYDRANT © LOT NUMBER THE INSTALLATION OF 2 INCH BLOWOFF ASSEMBLY .........................* P -4 - - -O INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE APPROPRIATE COMPANY. G I .SHEET NUMBER + STREET NAME SIGN THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (BRONZE RES.TYPE) ......... * P -1 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE STREET LIGHTS THE CONSTRUCTION OF STORM DRAIN ..................................... "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. �(] _ THE CONSTRUCTION OF STORM DRAIN CATCH BASIN TYPE "F " ................(D -7) , �1 r� , . FC aiic5 - 60 %ylin W THE CONSTRUCTION OF TYPE 'C' CURB INLET......... ................(D -3)F 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED - OUTSIDE THE AREAS TO BE PAVED. - - �O / B � Qp' THE CONSTRUCTION OF CURB TYPE ' A' .. .........................(D -25) - 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES THE CONS f QUGTION OF 12OLL CURD ......... . ....... _ . _ ..... - ...._ �4 -q) {1kMer Ater OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN Z 31 TieeS Er /st ✓i w 3 Tia ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE ?� y 2 p % " / *INDICATES A SAN DIEGUITO WATER DISTRICT STANDARD DRAWING NUMBER. FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 1 2 x 6 Tyfx�G Curb E+ /b�Curb 45.�exs� /k v 14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A Si�Je wa /k DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER STRUCTURAL SECTION PER GENERAL NOTE NO. 2 PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE G A R D E N A R OA D PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF TILE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ACCEPTABLE � f Li h f�AW*k-rA*k- / �S/. AL-in-6 BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE L`Sdr� PREPARED BY A REGISTERED CIVIL ENGINEER AT THE CONTRACTOR'S EXPENSE. N 20 W - 20' II ro' v 15. ALL STRIPING SHALL BE DONE BY CITY FORCES. M { er -,' 5' 5 / 2 l p} AS 45V/47' NOTE - 2 ICc A P12ECON5712UCTION CONFERENCE 514ALL BE IAELD PRIOR TO CONSTRUCTION. TJaviriq l n� /3'T,a�r3� ?•o %-.- I ' zo% Tn'E Fo�.ccw/NG MATS.? /AGS I�VE/�?� //SED 17. NO REVISIONS SHALL BE MADE TO THESE PLANS WITPOUT THE APPI?OV4L OF a.D THE ENGINEER OF WORK. /n/ C4AIC77FO C7/ /o A/; yP ` " - 16. A.C.P "TRAN5ITE" STOQM DRAIN PIPE IS AN ALTERNATE TO TIDE R.C.P SPECIFIED exlsf P .Sidlsva /4 AIA TER VA I- VES WATERS evin9 fb � / � PE2EIN. TWE "D-LOAO" FOR AC.P 5WALLBETWICE TWAT5WOWN FOR 12.C.P `STRUCTURAL SECTION PER GENERAL NOTE NO. 2 DECLARATION OF RESPONSIBLE CHARGE � r7R0 RYORANT" 19. WPE12E TRENCHES Al2E WITHIN EASEMENTS, 501L5 REPORTS SHALL BE SUBMITTED MELBA- ROAD \ _ TO THE CITY ENGINEER BYA gUALIFIED SOILS ENGINEER WNICN CERTIFIES THAT NOTE: ADDITIONAL WORK WILL BE REQUIRED IF EXISTING PAVEMENT SECTION IS NOT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I lN. P /PE �(�lq,t/,3 (/ /LEE THE TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY TIDE SOILS ENGINEER ACCEPTABLE I I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ACCORDANCE WITH ON SITE EARTHWORK 5PECIFICATION5AND CITY o�ro�/sL'WO7 14 56f5f IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BEST SPECIFICATIONS. 50 - _ w OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS 571? DRA11V /. 7 A; AO• A CONSISTENT WITH CURRENT STANDARDS. STRUCTURAL SECTION PER GENERAL NOTE NO. 2 I til^�i I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY u 1 2.0 mI 116' ?p�-� ?o• / /5 ?p�� THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, „ AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. PLANS AS BUILT ' At " .. °. 6 ;� /Cix6 6Qc✓ /�ur/i ,/l � dG/ (. // � r. /D�l���' OWNE C E R T 1 F 1 C A T E .5idenralk Sickiva/k NORMAN C. ARNDT, R.C.E. 21693 NORMAN C. AR DT DATE LLj 1 W MANITOU ENGINEERING COMPANY Z TT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. G A R D E N A COUR 350 WEST 9TH AVENUE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED (619 I CALIFORNIA 92025 CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS (619) 7441 1 -9921 PRIVATE CONTRACT Z uj WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE y `' PERMITS SHEET cI TY Or° ENU FOR THE PROPER COMPLETI( OF THE IMPROVEMENTS. 5 7 TYPICAL MD. 21M � � DEa41tT"MEar� SHEETS 0 I FURTHER AGREE TO C�. r'C; WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS * Ey } * GiRAD14G PERMIT NO. L G 9LgN6 FOR THE IMPRaEMEIVT CONSTRUCTION ONS � MdJOq USE PERMIT T* EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE STREET SECTIONS ENCINI rA .5 T,r Ac; Q N COTRUCTION PERMi, AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING _ DAY UNTIL COMPLE'T'ED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK _ -- ` NO. - �� -L Z ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. TENTATIVE MAP NO. 161 t43 - 8 7 x `143 G Owr�cr ES De✓P/epme a 6�nera /PUr r9h�P CAc?D� R PR 1F SANITATION D15TPICT' 5AN DIEGUITO WATE D15TV2ICT CITY APOVEO CHANGES SENCH MARK (ALIFom4%* c� « 3 1,uTE 1m M. A. f wa �/ n� a �`jenern/ pnr�i�r w , Racommw dod /w to°rwY: Approved: N oat t No. Dncr bon A poyol •y D:u VALID FOR 2 YEARS FROM DATE. �� S9 / �0 10 -q�1 DESCRIPTION: �{� iz•/ Srnr� on foo of mldd /e a> y Mn Q, S arf� ire �id�r� f 7 S 88 A as auaT o.3G r� 1 1 r74JJfe { D r. v 1 E o¢ o it LOCATIO 7Cr -tr_ wo2xs o=C O .'� //77P /$EG71G G� -� KADIVISIONENGINEER b , Addre . "348 Moir ,• T. M. W W Er,pnae of work: Checked by'. W = RECORD FROM . --Li • e� Approval date: 8 - 1 - 145 O O /tOf7IZOVC` D LASE APpROV D 1�/� { � ELEVATION: O DATUM: VA.V40 olr rwc.AVNDt R. C. E. 116, ALW % W CL. FILE NO.U21R°876 PC 2015 8002 R w� SEWER NOTES. WATER NOTES. ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SAND DIEGO STANDARD SPECIAL 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, AND THE FOLLOWING CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIAL PROVISIONS: YEAR AFTER THE DATE OF ACCEPTANCE. 1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -41 UNLESS OTHERWISE SHOWN. 2• UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE 2. PIPE AND BEDDING CONDITIONS: BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN DIEGUITO WATER (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. BENEATH THE PIPE. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, (B) V.C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF SIX. INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, STREET. CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. PIPE SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR (6) INCHES MINIMUM ABOVE THE PIPE AND SHALL BE 3//4" CRUSHED EACH RESIDENTIAL LOT. ROCK. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE DIVISION OF SAFETY FOR ALL TRENCH WORK. LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT 7 INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, ENGINEER AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY OR 7 FEET FROM FACE OF CURB WHERE CONTIGUOUS SIDEWALK WILL BE THE DISTRICT ENGINEER. CONSTRUCTED. 4 THE CONSTRUCTION OF P.C.C. SEWER MANHOLES PER S.D.R.S.D. NO. 171 POURED IN PLACE MANHOLE BASES SHALL BE FINISHED CO AT TIME OF POUR 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT AND EXCAVATION PERMIT FROM CITY SYSTEMS WITH INSPECTOR'S APPROVAL. OF ENCINITAS PUBLIC WORKS DEPARTMENT FOR WORK WITHIN EXISTING CITY 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER S.D.R.S.D. NO.'S RIGHTS -OF -WAY. 1 S -13 AND S- 14.LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM ARE INSTALLED WITHIN EXISTING COUNTY RIGHT -OF -WAY,• PRIVATE EASEMENTS, COVER. AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE 7. THE FINAL LOCATION AND ELEVATION OF SEWER MAINS AND LATERALS SHALL BE SAN DIEGUITO WATER DISTRICT OFFICE. "AS- BUILT" ON THE ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE 8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. SPECIFICATIONS. 9. FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE INSTALLATION. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 PROJECT. HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATIONS. 11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION FOR ANY EXCAVATION WITHIN EXISTING RIGHTS -OOF -WAY. AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN' THE 12, THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF LIMITS OF THIS PROJECT. ONF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND 15. CONTRACTOR SHALL PLUG ENDS OF ABANDONED WATER LINES W /CONCRETE. SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN f WORKMANSHIP AND /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF 16. MAINTAIN MINIMUM 1 FOOT VERTICAL CLEARANCE BETWEEN WATER MAINS AND ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR AND CROSSING MAINS, INCLUDING SEWER, ELECTRIC, GAS, TELEPHONE AND CABLE TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. T.V. SERVICES. INSTALL 5£WVER AND ELECTRIC TO CQ055 13. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE - UNDER WATER MAINS. APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS- LOCATED IN PUBLIC RIGHT -OF -WAY. S i j t � V PLANS AS- BUILT: W NORMAN C. ARNDT DATE Z 3 QIQpFESSIq PRIV^TIE CONTRACT W OfffT G t TM EN 9 OF P JGU G W40 RKS L— SHEE Q' 7 �. EHAIZElJ' OF PUdU WOT � No. 21693 Z D m I- 41 Exp. 9-30-0 PLANS FOR TFIE IMPROVEMENT Vl,�, ENCIN! rA Sr ;rjeA a 87/43 CITY APPROVEO CHANGES BENCH MARK CALIFORanA c.peanlw.ra IMPWK � No. OVICA Approve/ by OFM 1 DESCRIPTION: Q,r /LT. Ate.` a�,N,� �fiitA1 50"✓y "-?{ m.W.•�/�e ar R.cemmwd.d fw apVrwM: N�o..d:✓caT A = s - ��l _ ` __ D�REQGQ Of rUtL�LY�LT.f ..._4` fyCfe _ V7 IOLATION: /nfLVsecfim D� Sonfo{cI�r. SUIDiVIS10NENGINEER b" WJp . Chocked by: W Enosn of wort: T rA b1'' . W W RECORD FROM w / V/r�ti1M � � / /IJ /� ►ww.i 4p: Sl - 143 G � ELEVATION: Q DATUM: IVA.KD. epwwc.AOUtK N. C. E. 21G ."s ` Z ` PC 2015 8002 R '' 9GfI ro P G 'd.C.DEPM �pp� g a� / b �' orb - A/Z 6 230- O h � .p Norther /y Curb 6rn'� � � ° 60 - o�� TC• vi 202.E ' o o o i re. GARDENA ROAD f 230 - EXIST. LTE.P of ^ ei ri Y 40 L� N O E -I.o 2/022 . M` oo � � � ` � � � � v � E ,r�'S>< � � " �• � W M^ ¢ 220 - � - a cq pj v '� N+ "� EXICP . n EX /5T G'A.CP aJ � �� - /-00 - m ;Pim /°Jo,32 �– EX16T EX%sf M. B�20.9/ -Cart SIN," /oar 6 "d.CP _ /.E. /9/.76) /� ('/E 2//, ,1G) exist- B' "�!f. — W IF /83.27 \dPPQOX TOP OF $' EXIST. G" f'6 "W4TE4 � XjS EX/SG' /80 - 1 1 /.f. /ea.oi) Ex /5/ or )o Monho% Ai?�?F /L rQlOA (E. /75,44) 5C omen J � d l a (ELEV) INDICATES FIELD SUQVEY Q ELEVATION j wee Shot 4 3 Oc � to ;9dd %fiarao /,Q/D/Lt/ fo 6e de4 %cafcc/ ar, rngp, h � � ► e �j� �G N � •l. h � ti, II I I �G ,` � r 11-75ta// 2 1yOe AI-4�Ye/%w,Pei/ecfnrized) > II I I �on/C�r5 /� x/8 "x0,063 "'A /umnum I N Exr'at Power po /es s ►� fo be <�a /cry P EX/s1 P ower po /sue IW on 6 "tea /Trz�ns A7�1 A �bafs cb SCI s s w s R/J v s ° h to be Re / fed 0 � k -__ 20 5 pp" — _ \� 7 to - A. C �c�rrn _ –i L .. ......... ... _ :::::::.....:::. ....................... v r...Y...yyi: . .ii:.iii:!.iii::.i.i ...... i. rs�M,/! - 76 • A.CWv/b - I�_ � 3' a yr "ng T r ari.' ,� _ y � - - EX /8T. O "t]- C.WdT OYerTay exit' Paving — _0• _ _ I0 Exis/ O.5 /��PSSCJr for Jmoofh frgnsifion Q gi fr` ief P/Yt/ Ex /s/FN. � �/; ExrSf F.H Q s ExiS� 1 "W4 /ter rvica 2 F JP\ g iwcufQemo ✓e e rrsf I \� as I ' Gp� ���� - Pa ✓ %ny >2D ZG I � I PLANS AS- BUILT NORMAN C. ARNDT DATE V PRIVATE CONTRACT SHEET CITY OF ENCINITAS No. 21693 3 DEPARTMENT OF PUBLIC WORKS gH EETS * by 9-3M \* PLANS FOR THE IMPROVEMENT OF: W uf'�lf OF CAVE MEL Ba ROAD s CITY 'APPROVED CHANGES BENCH MARK W --LL ! CALIFORNIA COORDINATE INDEX 310'I r- 83 (� NO, DESCRIPTION APP'D BV DATE OESCRIPTSON: Ste!/ /3e/.S�aoit.On �cb o�Mi/I�I /� of CL7 .P f RECOMMENDED FOR APPROVAL V a R� l AS BUILT Q.Q� Iot111 }� LacATIDN SIV Carncr , F Mo T- v4405T �Q�ngn Aye, ENGINEER GINEERIO OF WORK: F WORK: M Chocked y T.M. DIRECTOR OF PUBLIC WORKS OM: RECORD FR SAN DIESO COUNTY BENCH BOOK, NORTH COUNTY / ,/J ELEVATION: 2!5.640 DATUM: .V.A,V D, /( FI d aaroV• y ��' f�� NORMAN C. A n . ME Bs• A. 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'::: . _ „ c ,riaf, dg� :n � bt � 1✓1. �• with Ty�NS � �Ped� /1'lvrkrrs P r— O �V .3 OYii7,p �• EXi.7f 8` ..SGWCr 3 v ` �N Q.IQ 5 � •L� ., .... d q� rro ��� G7�na h�<1.C. Yv4 erj 4 X; ,Service fa exiaf /%' pe�r SDIYO owy P. 2¢ 03 o• O xl ttrJnec ex /�f 6 A.C. 3¢3 E kl� NIL o rl Pemove exiaf vo /ves>`flin Q � III 1 Fi �� Q ,Pep /ace 5eiyice east ,h ` y s v P' 2'i»er with r ,0 Q \y � k7ePC,- DO 9 P3 PLANS AS -BUILT� op m 0 NORMAN C. AR DT DATE Ot l 4 U WATEQ /VOTES PRIVATE PRIVATE CONTRACT / (ale' / V_ - 2 « C / /50 P. hC. C 900- y T SHEET CITY OP ENCINMA5 Of J No. 21693 '0 4 D E11�RT1 e 1ENT OF PUSLIC WORKS SHEETS Z. C017 {er to IOW116(7 � * e "p B 30-89 * R THE 1MPIZOVE►AENT OF; W ! o� exist %ny W47 MY faci/iti� 0d a to PLAN3 FO innirA�/7ewCOn�frucfian. /l/ofi {y �' CIVI \ 1Ji3/ritf 48 hours ir) 7dun17ce for lgrfOF CAVE GARDENA ROA D El C449A5 OArA � 49A7 i��Pec� ion. kJ i C.1TY APPROVED CHANGES BENCH MARK CALIFOIWIA coeaDlNA Ik1DIDC 3�5 No, 4 8,64X&M9 e401 LEN67/ ,PEMg2.�5 NO, Q A6 ,PING Zw1e6 LENGTH No. Description Approved by Date N / °BS °25'59 30' 44.73' Co - STA 9,4Ge0 ZZI « DESCRIPTION: G'�j %sA/ Saua� on ft�a cf midd/: of {� / N/ 22 "// E 30.0/' 1 AS -BUIL (0 Ll� 7--- Recommended for approval Approval : 9 a t 2 d=7 :56 ,320' 4 3 (o'TYAEG CUQ 4= /040Q6" 300' M.92' A TIO : 7 T10 � LOCATION: 3l �/ ��+�?7!� /l7TLYSECT /dl GT ✓Qn7C Dt wSDIVISION ENGINEER (7 \ 3 T102 - T- u - 280' 52. " 3 d / =/049' 300 5�GG9 , 4 / ° / 26 -7 y - 3 GOV v , V /�/ /�•� Ew/nNr of work: Checked T / . O w ` � R ECORD i ELEVATION: 0 DATUM: NA.Y� �,�e Apwowldete. Q7 -141 NoFMN1C,A4NpT R. C. E. 21(e08 Mire «a �� Q J PC 2015 8002 R �wy 1 its IN N v 4.0' yam, P 7• 4�. 4" Z Tom of • o 223.7'5t✓ 0 14 ' /vi curb to 2 a �' 2,30- q 11w �o'� 4. / P . 1 V q \ a Groun �l RL Q /° � ° /5.39' LLr�a T, .7 • - 5 / y 200 - yj - 9220 - �( - 22 5- Fii�IShcdGr�de y � _x yy 0 - Sae Cvr Ll'an L /4GG P. f N • o' b C. 210- / o "t1C. Q 2 / y rzx�ndLrne � - £c 2/O - _ /.JO - G'U�tZB a?E TU,P�1/ P /L PY - /�a. 29 ® tea P b� 7� a / F[. /�B �a FL. 1,% 0,4.4 L , 07 O Q �. / � � y e'o>✓c rvoler .Sco /es,' .� � m � / �A•� M ' y ¢ � O!0 ° Ex1�6llio� m�' /zzs�. `h /8 2/ 6l o n /. Q `Q Q1 �—� N { V 9Caa g4TUa )y A20 /LE:3 v „ �Exi �'lf+bsr ' -9200 - � o� n ch m $ pv/ e G{ - S /y 220 - Sca /es. (/84.89 4 /ya>>•.' Sef 2i>7 O.5' a&vve 8 Dadyra�e /9.07 5 a R q� 7c a>< f /oo - —� 41 S /cJ Curb B' 180- ex /s, B'✓.c, cner - /BD- N� /.E. 183.27 5. EWCA M rER a ,5704atidG>eA rte r V09 14 4E 19V USEWAeT 56 & 5.' • pa ��� des gfMA coyQ r Guar E/. /93.85 Crrq -fe /�J1.ls ❑ CIU.Q DATA Na. d EAQ/NG VS LEiY6Ty Ditch ^-Sea Owy. L - 1466 / A0638'67" 30' ar 6"A ice' .. Le /car 2 N61'52 2 " .Qec/ on Why /e / Types :4 "L'urb Ouf /ef�P50 D 15) E 4 4=71 4 " ur NO �N� Ref /ecforized ® a _. ti- Qq I x b 5 /SC39G�" 40' /093(' " 4 °`� 'PARKING © © ° . GY3 G u9e � �'� � 3 � � © ® WW m ® - � / o • � Vx °52'OO'E /. P r TOW AWAY h �� L�f f Q Q� a Q 1 =" 30" 47.8 T / /fwb Conne d Sian h. `` »;` v w M I N 1 Q B 9/'2/Z3 A y N Q Moue/ moire Land Siyn ZONE w adf s4ddiH t� a1 /l�57` / sfreaf Li' / °b yv4 �/P ' frue .90 f ° )r 4 P I a A cvc 22soo. I r^ • . ;. >; ,ti. 1v � h esi n / � . I I n/ S I P•/ 5 �' I UFC 10.207 (k) �; •. ':::;:::> . : #;:::::i;::8t::i;: ::; /� p' d .9 h _ - I I .. � O STO M ,eAll�l D A D. dI&E44W6 2 / " 0 � �G/ •.::. .. ... . .. .. i :j;ir.i: ":: ::: '. :...:..:.i:. .. ::.i:: :..:. .:. :i:.:::. :. :....: :. :.:.ii::. ::.:'. ::i:ii: .i:'::i :. '.:;:i:::ii:2::i:.:ii:: ' ODG O /Z O/ /B3o 5463 /8",P.G:P. 3 O P /o /O„ La r /n/ 5 - 4 T e b 3 , e12'577 164,146' Curb Line �.._... '�..- l l_ � / - - • - 1 Oil If _ - , F . - ) r . 1f1 w 8'//'33 " ...,.. �V 6( rL 4soz n' 7 S /nsfa // / Au 2$ t c 14:r 1 I I Q Q 8 "j�LXM ✓Gate /ve , k� /eo5e(5 lY4O y. P8) SEWE,Q DATA N " � `Y I M0. BfAp/ Ps10 /US LENT ,PEMA.P,C�s /a /P @ 4� 9 °56'11 200' 34. e P. VC ®c i /S i N N x Q o 20 /2 "xB MJX/YXMJ /a'Dr4• coop i� N W / e �, 2 /VO /% .30 "E 0 {564 C 30D0 x I F /� / C B'FLXM ✓Gofe 1/o /vc 3 -04 / ' 00' /7.2 " ConcYef� <r / 4 7 " DE,rA14 Mod; {� r F s " s e�•s2ae"� �o ,a Co/ch 8c73in�P50 D 7) °j p� /� E,oUb %c Ufi /if EvSem�nf /� /QE L.4/VE S /G/V No 5 %de Oprnin 2 22�' 710 he m �ii� /Mop WATER DATA /Vo s<c� /e _ No. 9PAPAG LEN6TN REMA 0425 io' / Q Q 017&50E C /200 8 "PVC C 2 100 4 /OZONE Typa4 "Cun�Qof /cf N 4 Nd5 3&8.30' /50 8 11 .Y-4f C-300 oQ�pFESSIpNq/ PRIVATE CONTRACT b. Lane Ir PLANS AS- BUILT: DEPAR TMENT OF P CIT- UBLIC MDRK9 S SETS E t %3f. B"� rver ConStruc / M,H.� / Dyer exi3t. 8 "V. C. Server SH CITY OF EN, 14J No. 21693 fri >�61t%atr ELB ,QO.Q_D_See 3 * Erp.930 -89 7� - -_ 'i OF _ __ —� '' // PLANS FOR THE IMPROVEMEN /nsfa / klq / B' e& At FL G 2 - ".4 ,Peducer FL X ?� /UiX.11n4- 41 0 j 9 f CIV 11 8 "FL XMJ Go % VOIVa.05Ca s4CtOCOnnErffDexiof NORMAN C. ARNDT DATE OF AIFF 6ARD COURT W CITY APPROVED CHANGES BENCH MARK J N J1 CALIFORNIA COORDINATE INDEX �lIS• 14�'S , o NO. DESCRIPTION APP'D BV DATE OESCRIPTION:- !ej 5,p mm vn 'fbo O><InlOd� nf�i.,QG.. RECOMMENDED FOR APPROVAL AP CN LOCATIO V l M -BUILT lat}>yt ''/ �• L I mo / I N:,5A/Corner //•7 Ter Secfion o'� , Fe Or. - -- FOR mo r AU sT' • M SUBDIVISION ENGINEER DIRECTOR OF PUBLIC MORIC Moc lv:�an 4 ve • q `` t� RECORD FROM: S.D. Coc. 7� (iGncf7 beak L 'Alorth Coonfy ENGINEER of 1101, Chocked y ELEVATION: 2 /,rj, �p�IO DATUM: N.A.1/ D Prove y a �43 KORMAN C. ARNOT ACE 210" PC 2015 8002R 00Af