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765 GENERAL NOTES SEE SH ET 2 SEWER NOTES -- - , _ _--- WORK TO BE DONE _ 1. PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PU C "AL WORK SHALL BE DONE IN ACCORDANCE WITH THE STAND D IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO KS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. SPEC ICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, E BE DONE ACCORDING TO THESE PLANS, THE CURRENT N V AN RD CITY OF ENCINITAS ENGINEERING' DEPARTMENT SA IEGO STANDARD SPECIAL PROVISIONS TO THE STAN 28 PR/�9TE ROAD F96ENlE/VT 2 STANDARDS AND SPECIFICATIONS AND STANDARD 2 . TH STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CI OF SPECI ATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY TH SAN REFERENCE DRAWINGS. ENC TAS STANDARDS AND AS APPROVED BY THE CITY ENGINE DIEGO GIONAL STANDARDS COMMITTEE AND THE FOLLOWING S CIAL PROVIS S. " • 3 . APPRO L OF THESE IMPROVEMENT PLANS AS SHOWN S NOT I EXISTING G A DE H 1 CONSTI E APPROVAL OF ANY CONSTRUCTION OUTSIDE T PROJECT D BOUNDAR 1. TRENC WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS ERWISE ' J'',' NOTED. 2'rot" 111M6, OMNI l � 1 ( I IM Ri . DWG. SYMBOL 4. ALL UNDER OUND UTILITIES WITHIN THE STREET GHT-OF-WAY TO 2 S TO I2 I ' SHALL BE ONSTRUCTED, CONNECTED AND TES PRIOR TO 2. PIPE AN BEDDING CONDITIONS. J%q Lot CONSTRUCTIO F BERM, CURB, CROSS GUTTER AND P NG. (A) ALL PE SHALL HAVE 4" MINIMUM OF 3/4 INCH SHED ROCK LQ b•�BER A. C. MpA( 2 • I v •� BEN H THE PIPE. � � / 1fry � l - - - - - - - - ---- 2: 1 5. THE EXISTENCE D LOCATION OF EXISTING UNDE OUND FACILITIES / /E CUT SIOPG SHOWN ON THES PLANS WERE OBTAINED BY SEARCH OF THE (B) V.C.P AND A.B.S. TRUSS PIPE BEDDING FROM TTOM OF PIPE Z o BETA/ G WRLL b� S.r �.C. PAUCI�CNI AVAILABLE RECOR TO THE BEST OF OUR K LEDGE, THERE ARE TO SI 6) INCHES MINIMUM ABOVE THE PIPE LL BE SAND, NO OTHER EXISTIN ACILITIES EXCEPT AS S N ON THESE PLANS. GRAVEL, RUSHED AGGREGATE, NATIVE FREE-D NING GRANULAR "' r - PEN* / TYPE A >440 U. A.C. BERMS - --- -- -- - - G-S- - - ---- HOWEVER, THE CON CTOR IS REQUIRED T TAKE PRECAUTIONARY MATERIA HAVING A SAND EQUIVALENT OF 30 BETTER. • """' -� •'•''%��•=`=�:;=:% ,ST f 20 TO 3f 00 (,PT MEASURES TO PROTEC ANY EXISTING FACI Y SHOWN HEREON AND ANY OTHER WHICH IS OF RECORD OR N SHOWN ON THESE PLANS. (C) P.V.C. A A.B.S. SOLID WALL PIPE BEDD FROM BOTTOM OF __ _ ____ PIPE TO S (6) INCHES MINIMUM ABOVE PIPE SHALL BE JSECTION F. A.C. DRIVEWAY - DS-7 6. LOCATION AND ELEVATIO F IMPROVEME TO BE MET BY WORK TO 3/4 INCH SHED ROCK. A.B.S. SOLI WALL PIPE MAY BE QEn7A/N/NG l�/A�� y"A•C. 0112rR 6"48CZyfS•a _ BE DONE SHALL BE CONF ED BY FI MEASUREMENTS PRIOR TO USED ONLY RE PIPE INVERT GRADES A 1% OR GREATER. PER C-I MINIUM. • c 00 5,�. RCIAININ G W��(, - C- I - -�- CONSTRUCTION OF NEW WO CONT OR WILL MAKE EXPLORATORY J4q / o8 TO 2 -/75- (64) 946c 64j1 R4L_N0Tf5 N Z f N /Z. _ EXCAVATIONS AND LOCATE XIST UNDERGROUND FACILITIES 3 . AFTER COMPLETION PIPE LAYING ALL MA LINE SEWERS, SEWER / \/ LNGRG`I DIS51PAlOR - D- 40 SUFFICIENTLY AHEAD OF CO RU ON TO PERMIT REVISIONS TO SERVICE LATERALS ND STRUCTURES SHA BE TESTED IN THE .. C. l. PLANS IF REVISIONS ARE NEC BECAUSE OF ACTUAL LOCATION PRESENCE OF THE E INEER. AIR PRE URE TEST SHALL BE 111pic ^ CR S C C C �� ( lo� OF EXISTING FACILITIES. USED UNLESS OTHERWI DIRECTED BY THE GINEER. �I J J J - CI(p3•Z� _ �' 7 . THE CONTRACTOR IS REQUIRED E DUE PRECAUTIONARY MEASURES 4 . THE CONSTRUCTION OF C.C. SEWER OLE PER SDRSD NO. 17. _ TO PROTECT ANY EXISTING LIT S OR STRUCTURES LOCATED AT POURED IN PLACE MAN E BASES S L BE MONOLITHIC POUR PRIVgIC ROAD r•INIS�I �LCUAIlO N THE WORK SITE. IT IS E CO CTOR'S RESPONSIBILITY TO FINISHED COMPLETE AT T OF POUR. RECAST MANHOLE BASES ARE V C, CONTACT THE FOLLOWING O RS OF S D UTILITIES OR STRUCTURES ACCEPTABLE FOR USE W H 8-INC COLLECTOR SYSTEMS WITH NO SCALD L/1I JU NG �.� PRIOR TO ANY EXCAVATIO FOR VE ICATION AND LOCATION OF INSPECTOR'S APPROVAL. - - - - - - -- - - - - -71T•�- UTILITIES AND NOTIFIC ON OF COMME MENT OF WORK: 5. THE CONSTRUCTION OF 4-INC SEWE ATERAL PER SDRSD NO'S S-13 A. SEWERS - °J -5079 ENCINITA ANITARY D15TOICT AND S-14 . LATERALS SHA N DISCHARGE DIRECTLY INTO CXISiING CONTOUR B. GAS & EL RIC - (800) 422-4133 S.D.G.& E. MANHOLE. �. �- LINE N 6 . THE CONSTRUCTION OF CONCRETE ' CHOR WALLS PER SDRSD NO. S-10 , PROP[ 1 ; O C. WATER 53- 1145 5AN pIIr601T0 -(EI? 015TQICT TYPE A. D. TELE NE (800) 422-4133 PACIFIC ELL " EASbl �'VI `INC Q E. CA TV - (800) 422-4133 MINIMUM COVER DANlELS LEVI�✓101�1 7 D LATERALS LL E CONSTRUCTED WITH 42-INCH �DDI IION�� GrNCR�II. NODS • 8. THE FINAL LOCATION AND VATION SEWER AND WATER LATERALS C ¢ ¢ _ -v z 8 . IT SHALL THE RESPONSIBILITY OF THE DEVELOPE TO CONTACT SHALL BE SHOWN ON ORI AL PLAN PRIOR TO ACCEPTANCE OF 11. j1IG CONTRACTOR SHALL RlQlf651 _rROM IuE CII � GNGINEERS THE ABO UTILITY AGENCIES , ADVISE THEM OF T PROPOSED WORK. OFFICC A PRE- CONS WC-i ON `MGG11N_6 Q J96LL PROVIDE- Al .,.. z IMPROV NTS, AND BEAR THE COST OF RELOCATIONS, IF EDED. > LEA, 48 HOURS or- NoIICC PRIOR 10 %TPN6• OW�rD / PLRM� � Irr o 9 . ALL DESIGN CHANGES 0 SEWER MAINS LL BE APPROVED BY THE 9. POWE OURCES AND RUNS SERVING STREET LIGHTS SHALL SHOWN DISTRICT ENGINEER IN RITING PRIOR ACCEPTANCE FOR PUBLIC ON "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES S L BE USE. h- 12,T1-I6 5TRUCTURAL 51;CTION SHOWN ON T14t PLANS 15 _TUE PULBLA PAIRCEES I'2 3 _ PARCEL 1 ci w LO ED WITHIN THE DEDICATED RIGHT-OF-WAY , OR HIN � S� � MINIMUM 5EC7fON RERUl2En D, TH6 CITY. /�C UAL 51RlJCTURl�L - MR, ROBL�I scNLac�i I cR z F- E MENTS DEDICATED TO THE CITY OF ENCINITAS. 10. FILL AREAS MUST ` E COMPACTED TO 0% PRIOR TO PIPE r %CI0N5 WILL gE DETGRMINtp AFTER 1HL- VALUE TC�rT I�IK MARGARET DESMIT INSTALLATION. 5� SIIC U = UM MN CON9=617 B A �UALI -ILn 50IL5 L-NGINGCR ON 515 OCEANVIEW AVENUE zV? 10. VING SHALL NOT BE PERMITTED UNTIL EXISTING POWER POLES 541 CAMINO DO ORC91DA ENCINITAS CA. 920 24 T�(G PREPARED 5UB 13A5E MAT-RIAL. TlIE "R" VALUE TCSi � w ELOCATED OUTSIDE THE AREAS TO BE PAVED. 11. THE CONTRACTOR HALL NOTIFY THE DIS ICTS INSPECTION of j / w DEPARTMENT 48 H RS IN ADVANCE OF BEGINN WORK TO ARRANGE 'I o AND RUMVIENDGI7 CNGINLERCD .�R(JCURAL 56GION (760) 633 4126 z a I I. FOR INSPECTION PROJECT. ANION 51. M1151 6t APPROVGD 8" I CIE M tu61NCGR PRIOR 10 I HE - ENCIIJIIAS, �A 92024 12 SU- UNDER ADDITIONAL NOTES . 61. or r3a5E ANV pau1NG MATCrzIaLS�, gT�ucrURAL (�`o) 1h3 d5(I z LAJ 12 . CONTRACTOR SH L OBTAIN A PERMIT FROM THE C Y DEPARTMENT OF UNI 5EC-11ONS bPALL SE NOTED ON 114& A9. 081LT t)R4WING5' w PUBLIC WORK • FOR ANY EXCAVATION WITHIN STING PUBLIC o SAN DIEGUITO WATER DISTRICT NOTES RIGHTS-OF-W `�, c U CG�� DrSCRIPiION • Lo � zLo 13 . AS BUILT DRAWINGS MUST BE SUBMITTED "PR R TO FINAL w Q 1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCEPTANC F THE WORK. ° • ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO 1- p F- WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES r15 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF 14. THE CONT CTOR SHALL AND HEREBY DOES GUARANTEE AL WORK FOR A n 1' r Q` v Q Q z O PERIOD ONE YEAR AFTER THE DATE OF ACCEPTANCE THE WORK POR1109 Of- LOI 32 , BLOCK It MAP N• 1191 Q * � ACCEPTANCE. [ [ N it BY THE WNER AND SHALL REPAIR OR REPLACE ANY O ALL SUCH A•P N, 250` I52- I6 2 . UNLESS OTHERWISE NOTED, ALL CONNECTIONS TC EXISTING MAINS WORK, GETHER WITH ANY OTHER WORK WHICH MAY BE DI ACED IN 1 'I�I�II1/ MR v SO D G, THAT MAY PROVE DEFECTIVE IN WORKMANSH AND/OR i Cr ill 01= �1JCINCf�IS T.N. 90-185 WILL BE MADE BY THE CONTRACTOR, UNDER TH SUrERVISION OF SAN �i DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST MATE TLS WITHIN THE ONE YEAR PERIOD FROM DATE OF A PTANCE WIT T EXPENSE WHATSOEVER TO THE OWNER, ORDINARY R AND p p BY THE DEVELOPER. TE UNUSUAL ABUSE OR NEGLECT EXCEPTED. NO JCIIL� 3 . WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN SU •15. T CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICA NS, ARMS PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFIC ION • CQ FINISH GRADE OF STREET. PE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LAT LS OCATED IN PUBLIC RIGHT-OF-WAY. C G DUN r J 4 . ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 515 .D UN VIEW AVENUE 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER Q NC•GC CORI�CIRAOF UNION 25I. O[[aN VIL'IY AVC• BOX FOR EACH RESIDENTIAL LOT. 2 6 . CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS 7 . INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL TPM AND THE STANDARDS FOR PRIVATE STREETS. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK fe WILL BE CONSTRUCTED. DECLARATION OF RESPONSIBLE CHARGE z $. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON MAIN. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ��¢' gp THESE PLANS WITHIN EXIS NG CITY RIGHT-OF-WAY WITHIN 60 DAYS 12 . 21 JD PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND cam �p� AFTER ISSUANCE OF THE TRUCTION PERMIT AND TO PURSUE SUCH WORK 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT 1 p ) ACTIVELY ON EVERY ';NORMAL WORKING DAY UNTIL COMPLETED, ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF- STANDARDS. DOUGLAS E. LO N, R.C.E. 39726 DATE " hIr-c �� F IRRESPECTIVE AND IN EPE DENT OF ANY OTHER WORK ASSOCIATED WITH LJ WAY. EXP. DATE 12-31-93 THIS PROJECT OR UNISER / CONTRPS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 10. THE DISTRICT REQUIRES THAT COMPACRION TESTS BE TAKEN WHERE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW 1 ®� WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF- ONLY AND DOES NOT RELIEVE ME , AS ENGINEER OF WORK, OF MY REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: ®� \F � / WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND RESPONSIBILITIES FOR PROJECT DESIGN. OWNER: p_ DATE: IL - 2I - �O LJ THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE RI SCHLACHTCR WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO LOGAN ENGINEERING G WATER DISTRICT OFFICE. 465 FIRST STREET, STE. A p ADDRESS: '/ N VIEW AVE. LCUC A CA. .. ENCINITAS, CA 92024 BY. � /� � 1 � 11 . PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 619-942-8474 ( ASSESSOR'S PARCEL NO. : PROSPECTIBE CONTRACTORS TO OBTAIN AND REVIEW CURRNET SAN CITY ENGINEER, R.C.E. DATE DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 12 21-90 �Elr.�aFFl�01�� Val 1110 W 12 . THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION BY: DATE: Q9LOfESSlp� 4 r� 'RJ 2 � DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE ( 11II_ FOR INSPECTION OF PROJECT. RCE NO. : 3972 ° EXP. DATE: i2 -3I'°0� y `��1 R.f�-I C U I bow 5'32'(V + Z 13 . FILL AREAS MUST BE COMPACTED TO 90% , PRIOR TO PIPE t'T `. � 1`1IfL C V f INSTALLATION. ENCINITAS FIRE DISTRICT - CHANGE OFENG NEER 0 �r tz 2 Exp.3 31`0l CXPOKI 532 �?; ± cn 14 • REPRESENTATIONHAS TOLTHE ACCURACY OF, THESLOCATIONNOF, OR THE PLANS PREPARED UND-ER THE SUPERVISION OF: WIWITA RG 15l I I _ Z D AT E: r-Z¢-9 � C1Ytt � _ _ � EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE R.C.E. N0.: 38149 �rFOfcN11L �� NOIC• RX-11111s_ ARC 151101LD FOR BONDING PORPOS[S ONLY. AGIUQL w OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. /-f6,9/ c"� ttt - EXP: 03-31.01 ail�its MAY VARY DuE IO UurORcscLN Losses. z VPK .REVIEWED BY iC IVAN R.FOX - o REVIEWED BY: `DATE z � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE =°_^'"_ =:"T°:^-T APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Ll.l Q T`tPICAL C 055 -SEGTIdN °�°�® T"P.M. 90-185 BRA55 D15C@ 5"E. END OF BQIDGE IN COMMUNITY DEVELOPMENT PL NS PREPARED UNDER SUPERVISION OF REC-DA�ME(� DED ,4PPROVES �iGt46*c WRO KV FILM [-OR , x TYP. CRO"SSS"ECT. TPM �0 185 SIDEWALK@ LLUCADIA CUD. OVERPAS5 "`h-5 < / I LP.M. 90- 10 NOTES• DECLARATIONS. �#k�� I�� HORIZONTAL I = 20 �; ; DATE , 10- 31- 90 BY: `%tr(?• �„^�' •• -• UPDATE PLAN APPROV- ^' t P �I 504. 185(�� VERTICAL r- R.C.E. N0. : 39726 DATE2"lam/ AD . • • 012 - EL. = 174. 529 G•S•C. � G.S. EN INEER EXP. 12-3I- 93 DOUGLAS E. LOGAM WORK PROJECT NO. SHEET I OF 3 FILE NO. 4524 GENERAL NOTES: GRADING 1. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 15. UPON FINAL COMPLETION OF WORK UNDER THE GRADING PERMIT V PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT THE CITY OF ENCINITAS AND THE SAN DIEGO AREA STATING: 'THE GRADING UNDER PERMIT No. 0725-G HAS BEEN REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED ARE UNDERGROUND INSTALLATIONS". FOR LOCATION OF REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS-GRADED ARE "UNDERGROUND CABLES AND GAS PIPING AND APPURTENANCES ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING TELEPHONE: (800) 422-4133 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OPERATION. 2. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. COMPANY REPRESENTATIVES. SEPARATE APPROVALS AND PERMITS FOR THESE E S SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF SITE GRADING. CABLES AND APPURTENANCES CONTACT PACIFIC BELL TELEPHONE: (800) 422-4133 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 3. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND GRADING OPERATIONS. ANYTHING DAMAGED OR INSTALLATION". FOR LOCATION OF CABLES AND APPURTENANCES DESTROYED SHALL BE REPLACED OR REPAIRED TO CONTACT (800) 422-4133 CONDITION EXISTING PRIOR TO GRADING. 4. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE MONUMENT OR BENCH MARK WHICH IS DISTURBED OR APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SURVEYOR. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 2 INCHES HIGH INTO THE FACE OF THE CURB. (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY AND LOCATION APPROVED BY THE INSPECTOR. RECOGNIZED HOLIDAYS. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD GRADING MEETING HAS BEEN HELD ONSITE WITH THE SPECIAL PROVISIONS TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). PERMITTEE. THE PRE-GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. 9. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT SOILS ENGINEERS CERTIFICATE AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION -DA00 SV6 A_ A REGISTERED CIVIL ENGINEER IN THE STATE AND THAT IN HIS OPINION, ALL EMBANKMENTS AND OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE THE APPROVED GRADING PLANS AND THAT ALL LO SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR N UNDER MY DIRECTION BETWEEN THE DATES ��-�q AND s.=1 - THEIR INTENDED USE. N Ln ', ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 10. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED Lf) WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ' THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PONDING OF WATER. HE SHALL CONTROL SURFACE WATER PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO M ' SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL Ln GRADING PLAN AND SPECIFICATIONS.S CT H MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND SIGNED: EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 11. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 0) RCE No.: q765-7 EXP DATE: 17/31f-ij AND FILL SHALL BE PLACED IN ACCORDANCE WITH T ' STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND (0 SIGNED: OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS CEG No.: EXP DATE: TO BE PLACED. ALL UNSUITABLE MATERIAL SHOULD BE REMOVED p IN ACCORDANCE TO GEOSOILS INC. REPORT DATED MARCH 1, 1999. _ THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL Z BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 0. WITH SPECIFICATIONS. 12. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND Z UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, (7 ' ROOTS AND OTHER WASTE MATTER EXPOSED OR Z EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED Q: OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN W ' ACCORDANCE WITH THE GRADING ORDINANCE. W 13. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE Z MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE (?' DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT Z AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. LEI' APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 0 THE DISPOSAL OF ANY SUCH MATERIAL. 14. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO D' ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 0' THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL - W FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. 3`4 THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND yp QttOFESSI REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH �� �C R.- SAN DIEGUITO ENGINEERING, INC REGARDS TO THE HAULING OPERATION. V d y \�P Oy CHANGE OF ENGINEER OF WORK w NmRCE47857 '11 Z 4407 MANCHESTER, SUITE 105 PLANS PREPARED UNDER THE SUPERVISION OF EXP• Z p NO. 38144 Q ENCINITAS, CA 92024 PHONE: (760) 753-5525 DATE: 3- 7'99 $ J' ! civi ' EXP. 3-31-01 CIV4� Nil R.C.E. NO. : 3814 _ F OF C AV\F� CIVIL ENGINEERING • PLANNING +t LAND SURVEYING ENGINEER EXP. 03-31 -01 IVAN R. FOX REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT GNE c APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NEW SHEET BRASS DISK 0 S.E. END OF BRIDGE IN PLAN D S OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: T.P.M. 90- 185 WDEWAIK(0 LEU3C)ADIA BLVD. OVERPASS HORIZONTAL 1"= 20' DATE: BY. BY: 0725—G R.C.E. NO. DATE: DATE: PRIVATE ROAD N T. P . M . 90 - 185 EL.= 174.529 U.S.C.&G.S. VERTICAL 1"= 8' ENGINEER EXP WORK PROJECT NO. 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A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PUBLIC "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO DONE ACCORDING TO THESE PLANS, THE CURRENT WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE CI SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD CITY OF ENCINITAS ENGINEERING DEPARTMENT 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN ZB PR /�q7E ROAD FASE�r�IE�/T STANDARDS AND SPECIFICATIONS AND STANDARD REFERENCE DRAWINGS. ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL I I `�C11n • 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT PROVISIONS." �• CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT I 1 BOUNDARY. 1• TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE Z ' /� /2 Z II REM SID. DW6 SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY RR r SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. PIPE AND BEDDING CONDITIONS. A C _ CONSTRUCTION OF BERN, CURB, CROSS GUTTER AND PAVING. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK (III SLOPE / I M AX.) BENEATH THE PIPE. 1U SL f l Iq AA JJ 2 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES • Q�( (' SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE Z o RCMIAl/NG W,411 8 8 00 S r- A.C. PA M I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, pEQ G NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRAINING GRANULAR ....'C:•'•'>.- M HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. ` ' ` '' ' ' ,�lrA /f 20 TO ? 00 CR7.') 800 U. A.C. BERMS - - -- MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND S - ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF A.C. STR//CTU,?AG 5EC7 /ON ��O •�. A.C. DRIVEWAY - DS �� 3 PIPE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE w �� 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE E7A /N /N(,' {yq�� A.C.O &V ABC44ssa DISSIPQI 0 Dr AI BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. C - � M /N /UM • 41,0 1F. Ill.IAININ6 W u�A f ALL, - C - I CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY .f / f55 TO 2f pa (zo � &6�_ NQ)xs N • e f lZ _ OR EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PIPE LAYING t�jL MAIN LINE SEWERS, SEWER / b 1 - D- 40 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE f 1 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE IVI PI CAL (IR0 S S V S [ f.. �/ �NER6� 1 �xlsilNG ��cuallo� OF EXISTING FACILITIES. USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17. Q uA A r `' [ 'I _ �I ' 8 TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT POURED IN PLACE MANHOLE BASES SHALL BE IIDNOLITHIC POUR PRIV& ROAD I UVA ION THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH NO KALE Cnl�llnV �.P. PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF INSPECTOR'S APPROVAL. Lh - - - - - - - - - - - -� UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 y C� (, D / A. SEWERS - 1 544 -5079 ENCINI - TA5 5AN1rAIz`C D15'TR1CT AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO EXISIIN6 CONIOUR MANHOLE. _ u B. GAS & ELECTRIC - (800) 422 -4133 S.D.G.& E. PROPIRI� LINE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. 5 -10, C. WATER - 753 - 1 146 5AN DIEGLIITO w - TE2 OISTQIGT TYPE A. D. TELEPHONE - (800) 422 -4133 PACIFIC BELL 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH v EAJW C -IJI LINE E. CABLE TV - (800) 422 -4133 VAN1EL5 - CA6LV15101'41 MINIMUM COVER. III RL 0- 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS > > Q _ _ 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF jTIG CoNTiZACioR SHALL R Ep uESt _rQOM IuE Eli lI ENGINEERS THE ABOVE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WORK. o OFlICI A PRE ClM19TQUCiION MLEtING S94LL PROVIDE A T IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. - > L�� 48 NOUR5 or NOTICC PRIOR TO 4+1E6T IN6, Wgj/ [1 g o g 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE Z o 9. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC ( �{lE STRUCTRAL yECTI�N SHOWN ON THE PLANS 15 _YUE ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE USE. uj PUMA LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN g ST rJ _ MINIMUM 5EC TI I REQU DY TK CITY A C UAL 51Q1KTlIRAL EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE u � S��C 6ECT w ILL� OETGRMINCD aFTE RTHE � TChT MR. INSTALLATION. - W46 - b - , (-L9 ROB��I SCNCACUICR CONDLICTI V B, A QUALIFIL17 501L5 ENGINEER ON 10. PAVING SHALL NOT BE PERMITTED UNTIL EXISTING POWER POLES ARE 4 M- Pl'E pAREp 5U6 6A5E MAI. RIQL. TINE �� V ALUE TC 541 CaMlNO DE OR�IIIDA RELOCATED OUTSIDE THE AREAS TO BE PAVED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION cat DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE _ AND WOMMEND60 E146IN00 5RLICTIPA 6tC ION ENCI�IIlQS C�. 92024 I I . FOR INSPECTION OF PROJECT. UNION 5i MO bE APPROVED DY I uE Cm GN61NK9 PRIOR TO T f 12, U NDER ADDITIONAL NOTES. 51' 1N5TALLATION OF 6A% AND PAVIN MAT6214L5. MCMRX (619) 153-4511 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT OF N1 � 5EC`II ON5 . SHALL 9 NOTED ON 14 I1 Ay' BUILT'I D PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING PUBLIC ZY, SAN DIEG WATER D ISTRIC T NOTE •¢ RIGHTS -OF -WAY. ( D n 1I 13. "AS BUILT" DRAWINGS MUST BE SUBMITTED .PRIOR TO FINAL o 16ft ���� I�'' • 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCEPTANCE OF THE WORK. ° ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO MAP 1I WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A P OW log or Loi R2 BLOCK I, LI W 117 1 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK f 1,MP ACCEPTANCE. BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH u 5 5 WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN 1' UNITY MAP r\I1'1, p� p 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS U EXISTING MAINS SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR { or GMCII'{W I.PIN• •N WILL BE MADE BY THE CONTRACTOR, UNDER TH SUPERVISION OF SAN MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THV ESTIMATED COST WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND BY THE DEVELOPER. TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. NO SUL[ �'j U%ss 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, 1 r 'I� PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION {� • N FINISH GRADE OF STREET. TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS 0 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. S WAM 1 LOCATED IN PUBLIC RIGHT -OF -WAY. (Iun va. A VGIUI ., [ WiR ArlUl::!!!! GIUI 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER C^' 9202 BOX FOR EACH RESIDENTIAL LOT. NT Mat - UNION 51 11; oci-m VIEW AVG. Q 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE U w CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF Q SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK APPROVAL TPM 89 -292 AND THE STANDARDS FOR PRIVATE STREETS. F` WILL BE CONSTRUCTED. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, �� I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON z z 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAL WORKING DAY UNTIL COMPLETED, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 12 21 �o THESE PLANS WITHIN EXI NG CITY RIGHT -OF -WAY WITHIN 60 DAYS - U MAIN. TTH PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND ��� ACTIVELY ON EERY AFTER ISSUANCE OF THE RUCTION PERMIT AND TO PURSUE SUCH WORK z 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT V 3N ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF- STANDARDS. DOUGLAS E. L , R.C.E. 39726 DATE (`7 J�J-W IRRESPECTIVE AND IN E1SE ENT OF ANY OTHER WORK ASSOCIATED WITH w LtJ WAY. EXP. DATE 12 -31 -93 ♦ • THIS PROJECT OR UN R co I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ? z Q 10. THE DISTRICT REQUIRES THAT COMPACRION TESTS BE TAKEN WHERE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW O� (� W WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF- ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: Op�K \F RESPONSIBILITIES FOR PROJECT DESIGN. OWNER: t 12 �� w WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND R7 CNLACNTER DATE: THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE LOGAN ENGINEERING C o WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO ADDRESS: N VI 'IN VE• C CA. z w WATER DISTRICT OFFICE. 465 FIRST STREET, STE. A Q ENCINITAS, CA 92024 2 / /q � C �" CD 619 -94Z -8474 BY j24 (3 ( ASSESSOR S PARCEL NO.: - I� (J) N 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE / PROSPECTIBE CONTRACTORS TO OBTAIN AND REVIEW CURREET SAN CITY ENGINEER, R.C.E. DATE DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION BY: DATE: i2'21'� I mltwoll urli • w _ DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE LL ^ FOR INSPECTION OF PROJECT. I'1 _ 31_ oj�j ( 1I RCE NO.: 3972Cv EXP . DATE: S U� 610 C V + a � L0 QD 13. FILL AREAS MUST BE COMPACTED TO 904, PRIOR TO PIPE r '1' T r p ��rIyyl,I, [ 50 C V { z INSTALLATION. WINITAS FIRE P15TRIC1 U FO 760 C-v Q 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A (j) ��fI I I� N Z REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE T _-� ARG L•SIIMI�C�D FOR BONDING PURPOSES OYl" ' AIIUQL w ,'A�) r 1 r r r 1 w w W OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. _ -/6^9/ 11 ILS MAY VARY u D1.100 UINI'DRI:SE L� LOSSES. Z 0 z REVIEWED 6Y OCII 0 0 BY DRAWN BY I CHECKED BY z0z REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE SAL T APMVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO, W Q a- At YYPIGAL C O5S -%- 10 -S- i T.P.M. Win BRAS5 DISCS S.E.ERPp OF KIDGC IN PL NS PREPARED UNDER SUPERVISION OF RECD ME DED APPR0VE9 4t�46*t MPR Et�IW PLANS FOR: T.P.M 90' 10 SIDEWALK@ LEUCADIA 50. OVERPAS5 w1 -5 HORIZONTAL I / / 9O ct o.c. (73) DATE : IO- 3I- BY: fie• VERTICAL I ' SI R.C.E. NO.: 97 Z6 DATE -"L'�A PRIV��C ROD N T ••M• 90 ` I 0 ��� _ ��. = 174. 529 U.S.C. 4 G.S. 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R4,0161S' LCNG7// 5 IL /00' 13.51 ' CO 20' 20' 3 /8 ° //' �2" /00' g3/ 76 ' 1w 1XI1.4i U) � Gf CAI\F W Cn W c� o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNE17Y DRAWN By I CHECKFF BY APPROVALS CITY OF ENCINITAS PUBIC WORKS DEPARTMENT DRAWING 460. w < I H l e0A0 AL /GNMBNT ! 9=5 -91 SEE 5HEEl I PLAN PREP *D UNDER SUPERVISION OF RECOMM N E ED IMPROVGME PLANS FOR; ' zo' /� 10 -31-90 5�L- SI I)rE - j • � � HORIZONTAL DATE : BY: C � BY: n n p 3972 GNGINGCR K I I �,, K N I 0715 .. R 8 U� 0�D PM 90 I �5 VERTICAL -,` �- R.C.E. NO.: DATE: Z�1_R/ DATE• ENGINEER 12 -31- 93 EXP. WORK PROJECT No. SHEET `z OFZ