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2010-10518 I (Plans) NOES GWX PO TAKE INA,7fR SYSII N NS SEAR NOTES ASSMM PARML NUAW LEGM ST i. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY 1. POTABLE WATER WORKS SMALL BE CONSTRUCTED IN ACCORDANCE NTH THE DETAILS AND ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE STANDARD SPECIFICATIONS 265 - 390 -14 WORK WITHIN THE STREET RIGHT-OF-RAY. MATfRIAtS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OU4ENidAfN MUNICIPAL FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD PROPERTY BOUNDARY WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE SPECIAL PROVSIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS O / paum 2 THE STRU CTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), GORDON WRIGHT AND ELLEN WRIGHT STANDARDS R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL HAVE A THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE 586 RANCHO SANTA FE ROAD RIGHT -OF -WAY COPY OF THE STANDARD SPECIFICATIONS ON THE JOB S1 IF AT ALL TIMES. FOLLOWING SPECIAL PROVISIONS: OLIVENHAIN, CA 92024 J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY (760) 944 -7675 CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS 1. TRENCH WIDTH SHALL BE PER SDRSD No. S -4 UNLESS OTHERWISE SHOWN. EXISTING CONTOUR REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE 4. ALL UNDERGROUND UTILITIES WITHIN 7H€ STREET RIGHT -OF -WAY SHALL BE CONST GUTTER R AND P AVING PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 2 PIPE AND BEDDING CONDJ7TONS � � � IN CONNECTED AND IESlEfl PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUUTTER AND P' . EXISTING ELEVATION J. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 CRUSHED ROCK BENEATH THE PIPE. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHORN ON THESE PLANS TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO PLANS RINN EXISTING RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE DISTRICT SHALL BE NOTIFIED , T. FIED TWO REEKS MINIMUM IN SA4VCUl LINE WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE APPROVAL BY THE DISTRICT - B. V.C.P. AND A.B.S. TRUSS PIPE BEADING FROM BOTTOM OF PIPE TO 12 MINIMUM CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL L� THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHORN ON THESE PLANS. HOWEVER, THE ADVANCE OF ANY SHUTDOWN. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY ABOVE THE PIPE SHAM BE SAND, GRAVEL, CRUSHED AGGREGATE; NATIVE WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR WORK ASSOCIATED KITH THIS PROJECT OR UNDER MY CONTROL. EXISTING SEWER MAIN SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4. CONTRACTOR SHALL COORDINATE KITH DISTRICT ALL ARRANGEMENTS FOR HIGH -UNING \ � TEMPORARY SERVICES PRIOR TO SHLITDORNS NO SHUTDOWNS WILL BE SCHEDULED ON A BETTER. v 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE MONDAY OR FRIDAY. ONlNEI4 : CORDON AND ELLEN WRIGHT BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK: CONTRACTOR RILL C P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" EXISTING WATER MAIN MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILI7IES SUFFICIENTLY 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF MINIMUM ABOVE THE PIPE SHALL BE 314" CRUSHED ROCK. A.B.S. SOLID WALL AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE EXEMP71ON LETTER OR 7RENCHING PERMIT, IF REQUIRED, SMALL BE SUBMITTED TO THE PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1 % OR GREATER. ADDRESS : 586 RANCHO SANTA FE ROAD OF ACTUAL LOCATION OF EXIS71NG FACIL171ES DISTRICT PRIOR TO COISIRUC77ON. OLIVENNAIN, CA 92024 EXISTING MANUAL AIR RELEASE (M.A.R.) O J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEVER SERVICE 7. THE CONTRACTOR SHALL N077FY SAN DIEGO GAS AND EL€C7RIC COMPANY PRIOR TO STARTING WORK 6. NO WORK MAY BEGIN OR PROCEED WIHOUT DIRECTION OF DISTRICTS INSPECTOR. LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF 7HE A.P.M. : 265- 390 -14 NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES' CONTRACTOR SMALL N071fY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED PROPOSED SEVER MAIN SDRSD SP -02 S THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. BY THE INSPECTOR. LEGAL DESf '11DAi : A PORTION Of LOT 24 Of RANCHO LAS F lA IN THE E ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO N077C AND APPURTENANCES CALIFORNIA" HAVE 4• THE CONSTRUCTION OF P.C.C. SERER MANHOLE PER SDRSD No. 5 -17. POURED MAP THEREOF No. 848, FILED IN THE OFFICE OF ]M€ COUNTY PROPOSED SEVER MANHOLE SDRSD SM -Dl INSTALLATIONS ° . FOR LOCA7101V OF ELECTRICAL CABLES AND GAS PIPING 7 THE CON7RACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA TO IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898. CONTACT THE SAN DIEGO GAS & ELEC7RIC COMPANY. TELEPHONE: (800) 422 -4133 UNDERGROUND SERVICE U71LI77ES LOCATED PRIOR TO CONS7RUCTON. THIS CALL WILL BE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE KITH MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN 8 INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. PROPOSED SEWER CLEANOUT SORSO SC -01 8. 7HE CONTRACTOR SMALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACIL177ES PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE. • 800- 227 -2600) AND SHALL COORDINATE HIS/HER WORK NTH COMPANY REPRESENTATIVES. 5. THE CONSTRUCTION 8. ALL EXISTING FACILI TIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE OF 4 INCH SEWER LATERAL O M SDRSD NO.'S S -13 AND S -14. SIGNATURE : -- _ SIGNATURE :_ _G✓ LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE �� ___ ��r �{-- TRENCH RESURFACING CITY Of ENCINITAS STANDARD f ' NOTICE ALL TELEPHONE SERVICES RITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED �� - INSTALLATIONS': FOR LOCA71ON OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. BEFORE ANY CONSTRUCTION BEGINS. 6. THE CONSIRUC71ON OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. CORDON WRIGHT J ELLEN WRIGHT s TELEPHONE. (800) 422 -4133 9. THE CONTRACTOR SMALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED NTH 42 INCH MINIMUM COVER. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE U77LITY AGENCIES, ADVISE APPROPRIATE BURIED U7ILITY WARNING AND IDENIIRCA77ON TAPE ABOVE ALL PUBLIC DATE DATE SHEET X7 THEM OF THE PROPOSED IMPROVEMENTS, IMPROVEMENTS, AND BEAR THE COST Of RELOCATIONS, If NEEDED. WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 8. THE FINAL LOCATION AND ELEVATION OF SERER AND WATER MAINS AND LATERALS '3 - 1' SHEET No. DESCRIPTION 10. ALL TELEVISION SERVICES WITHIN THIS PROJE 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 1 TITLE SHEET ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. OF CABLES AND APPURTENANCES CONTACT (8800 0) 422 -4133 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT 11. ALL DEFLEC77ONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE 2 SEWER PLAN & PROFILE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SMALL W IN T ° H ON ICA AS BUILT" COUPLINGS W7M 4' MAXIMUM DEFLEC77ON PER COUPLING (2' PER JOINT). NO BENDING IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED THIN THE DEDICATED RIGHT -OF -WAY, 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. OR WITHIN EASEMENTS DEDICATED TO THE CITY Of ENCINITAS (CURVING) OF PIPE SHALL BE PERMITTED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 12 NO PAVING SMALL BE DOME UNTIL EXIS17NG POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF BE PAVED. ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND PROJECT. PHONE No. (760) 633 -2770. BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY CITY OFFICIALS BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES SIGNATURE HEREON DOES NOT CONSlI7U7E APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE RELEASE OR BLOW! OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. DESIGN OR C0NS7RUC770N OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). BY 7HE DISTRICT'S REPRESENTATIVE. 13 THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD 14, ALL LUMI NARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE 13 INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT METER TO BE LOCATED OF ONE YEAR AFTER 7H£ DA7T: OF ACCEPTANCE OF THE WORK BY THE OWNER STATE NT OF BVGWM OF NW HORIZONTAL. 5 -FEET FROM A SIDE LOT LINE A 314 -INCH HIGH LETTER ° W" SHALL BE CHISELED IN TOP AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OF EXISTING CURB OR IMPRINTED IN NEW CURB A T ALL WA TER SERVICE CROSSINGS. OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MA Y PROVE O 15. THE CONTRACTOR SHALL REQUEST FROM 7HE ENGINEERING SERVICES DEPARTMENT A DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD C UNDERSIGNED ENGINEER AGREES THAT THE PERFORMED BY THE ENGINEER SHALL PRE - CONSTRUCTION MEE71NG AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A 14. METER BOXES SHALL NOT BE PLACED W►7HNN DRIVEWAYS OR SIDEWALKS WTHOUT THE FORM DATE OF ACCEPTANCE RITHOUT EXPENSE W PROFESSION. HATSOEVER TO THE OWNER, COMPLY E S GENERALLY ACCEPTED STANDAR DS THE ENGINEER FURTHER AGREES THAT 7 WORK PERFORMED HEREIN AND PRACTICES OF THE ENGINEER'S MEETING. PHONE NUMBER FOR YOUR INSPECTOR RILL BE STAMPED ON YOUR PERMIT DISTRICTS PRIOR WRITTEN CONSENT. EXCEP77NG ORDINARY !NEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. TRADE OF PR SHALL BE IN ACCORDANCE NTH 111E RULES AND REGULATIONS REQUIRED BY THE CITY OF 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARX WHICH IS 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE R£StD£N77Al COMPLEXES, COMMERCIAL 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY 7HE _ DEW CE ON TAPE ABOVE ALL DISTURBED OR DESTROYED SMALL BE RE AND REPLACED BY A REGISTERED CIVIL OR INDUSTRIAL DEVELOPMENT SMALL HAVE APPROVED BACKFLOW PREVENTION D£ C APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION A E ENGINEER IS NOT A DETERMINA7701V BY THE CITY OF ENCINITAS OF THE TECHNICAL ENGINEER OR A LICENSED LAND SURVEYOR. CUSTOMER'S SIDE OF WATER METER. PUBLIC SEWER LINES, AND PORTIONS OF SERER LATERALS LOCATED WITHIN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE PUBLIC RIGHT -OF -WAY OR EASEMENTS. THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. 17 THE DEVELOPER SHALL MARK THE LOCA7ION OF EACH SEWER LATERAL AND WATER SERVICE BY 16. CONTRACTOR SHALL 71E OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY Of ENCINITAS AND ITS CHISELING THE LETTERS "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 17 LINE VALVES, RHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE 16. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND APPROVED BY THE INSPECTOR. TEE WHENEVER POSSIBLE WORK. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 19, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBUC 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEE77AIG THE 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY PUBLIC SEWERS CONSTRUCTED RITHIN EASEMENTS AND MAY BE REQUIRED TO By. Y I _ . n om DATE: WORKS CONSTItUCTION (L A 77 t0 hhD (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE DISTRICTS STANDARD SPECIFICATION � STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N (ADOPTED BY THE SAN DIEGO THE FIRE DISTRICT. DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. RANDY R. OWN REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SMALL BE APPROVED BY THE DISTRICT 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO RCf No.: 36130 _EXP. DATE• 630 72 _ REPRESENTATIVE IN WRITING PRIOR TO CONS TRVC77ON AND ACCEPTANCE OF THE CHANGE CONNECTION TO SYSTEM, COMPANY. SOWARDS & BROWN ENGINEERING, INC. 20. 7HE WATER SYS7EM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE 19. NEW SERER MAINS LESS THAN 36" IN DIAME7ER SHALL BE INSPECTED BY CLOSED ADDRESS: 2187 NEWCASTLE AVE., STE 103 PROCEDURES IN THE OM STANDARD SPECIFICA7ONS THE CLASS OF PIPE SHALL BE CIRCUIT 7ELEWSION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED PHONE (760) 436 -8500 Q USED AS THE DESIGNATED WORKING PRESSURE FOR 7ES77NG ALL PIP£, VALVES (CLOSED) GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH AND APPURTENANCES RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE Q 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE KITH SECTION 306.1.4.8) 15041 OF THE OMWQ STANDARD SPEW0 PRIOR TO TIE -IN OR CONNECTION TO SITE- EXIS77NG SYSTEM FACiUTTES BAcIEI?OGQGI~ OUALITY TEST RESULIS SHALL CONFORM TO 9 OfaAMINIIM THE CRITERIA SPECIFIED IN 7HAT SPECIF"ICAO7ON. ENCINITAS B(j 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF I HEREBY DECLARE THAT 1 AM TI•lE ENGINEER OF C FOR THIS PROJECT, WORK. THE PLANS MUST PROVIDE FROST CONSTRUCTION VER�CARON OF THE LOCA77ON THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Qf THE PROJECT AS DEFINED IN SEC71ON 6703 OF THE BUSINESS AND PROFESSIONS AND ELEVATION OF PIPES AND APPURTENANCES CODE, AND THAT THE DESIGN IS CONSISTENT NTH CURRENT STANDARDS SANTA FE DRIVE 23 CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE I UNDERSTAND THAT 7HE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS DATE OF ACCEPTANCE FOR THE PROJECT, CONTRACTOR SHALL REPAIR OR REPLACE ANY BY THE C17Y OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK RHICH MAY BE DISPLACED IN SO RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTT£S FOR PROJECT . u r ?'x DOING THAT MAY PROVE DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE DESIGN. I LT w v ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE RHATSOEVER TO L Lu THE DISTRICT; ORDINARY *EAR AND W » UNUSUAL ABUSE OR NEGLECT EXCEPTED `r 2197 KNEW 4ST T � E 03 INC. LNG. 0 24. ALL IRRIGATION METERS SHALL BE S'ERVE'D WITH RECYCN.ED WA7£R' UNLESS PREVIOUSLY CARDIFF BY THE SEA, CA 92007 13, � (�� `� z APPROVED IN WRIT7NG BY THE DISTRICT �' BFR I N W Q p(i ESS /0 } Z <v� ! BY Jt DATE Nrn RANDY R. BR ROE 36190 m z 1 PUBLIC WORKS D3EPARIMEW OtivENHAIN MUNICIPAL WATER DISTRICT � `� � M � 0 a w w !*!4. 367'90 rrr N z `� w W N s Q Y REVIEWED BY. * .6/3flJaz zu> REVIEWED B jam L+lFMl61 FF ' __ 7•Z. 10 � CALV °N a e -__ - �- SIC�JATURE EXPIRES 2 YEARS FROM DATE OAT€ >q, >Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE P LAAINJNG DEPAR p �R 7 H APPROVALS CITY OF' I',N TI�III'I"�S IJ"I�TCsI�TE� T�i DEPART EN� DRAWING NO. AS BUILT " I I I �� .�7/ INVERT ELEVATION OF EXISTING SEWER MANHOLE Al REWERED BY : PLANS PREPARED UNDER SUPERWSION Of RECOMMENDED kF. W APPROVED IMPROVEMENT PLANS FOR E STA77ON 6 +50.00 PER CITY OF ENCINITAS HORIZONTAL NONE DATE :v pl SEINER EXTENSION TO 586 RANDHO SANTA FE ROAD 1051 IMPROVEMENT PLAN No. CS -193 s -7 iS 10 RCE No. 36190 BY : BY : s VERTICAL NONE - _ _ - __._ _ APN 265-J90-14 o SIGNATURE DATE RANDY R. BRO DATE : 7( Z 11 (Q DATE : R I 30 I ZC- SHEET 1 OF 2 R ELEVATI C. ON: 189.63 DATUM: U.S. & G.S ENGINEER OF WORK EXP. 6130112 JOB NO. 10 -011 6123/10 _... , uj i i ;: _...:. __ -. ,.._ a, _:, .. _.._... _.. , -:.. a . ,._.__ a _ .... ... .. .. :.._ -.._ .., -.. _,.._ . _ ,. .... ... ,. ;_- „_, -- r , } ... .�... - .. -. . { t i ..:.. a i _� 3 : i Y : I 7 + t S TA P D C CRETE I i ! EXI S M E PN _ _.. _ . -. __ -: -.... __ - -.... _. - .__ . .._. . ._. .. ... .... _ { „ .. ,,. ... . , � � I , PROTECT IN PLACE , , I , I I i ! i Ni- .. , y # S a 1 3 1 v : $ h � { .. ° � , t , r "i" �"::.: o Y v I � f >. r , t , , '; { } — t - -� "_"a F ,,.. y .. e W N z EXiSTfNG AC PAVEMEN j GRADE .5 COVER ' f r — i � r ; , t I ( ! ,. I - •__- - L.. ,.__.. — _.:, i 1 _.. t._ ..... it �' a - - - zz p 'K zat W: �w W 1 + j 1 + 1 i i I r -k � { f { w , {_ a t- , $ , ' , I' d , f - f ,. s. j i } 1 : I _ ._...- .{_,.._ -_.° . .. ..._a ._.b_.. _ i. , ... @,. Pont sm 1 / r , �. HORJ2 H. , 1 " = VERT. V. 1 =4 I i I OF $ � .TOP XI TT, 6 A C WA E TAR , t Q Q i 1 CEN ► fN T R PROFILE N cri W d WE RO lL, s I i � , I _ F r , r 4 f j.._ ,- ,p...__ _ .. j t.... ..-0 j r , 1 1 , FL EX t 9+00 c +va s+ 1 I � ( � CAU710V H! CONTRACTOR TO VERIFY EXACT LOCATIONS & ELEVATIONS a ' a DATA TA&E OF EXiS17NG UNDERGROUND UTILITIES PRIOR TO START OF DISTANCE )^ RADItlS DESCRfP J !9r "J / r�O ��)��r� r r r Jr�J CONSTRUCTION. THE ENGINEER OF WORK SNRLL BE U ) ° N73W'09 "E 207.00' - 8" Pi'C UR-36 4 APA 26 - 390 - 1 rt NOTIFIED OF ANY DISCREPANCIES NTH THESE PLANS DEMOLISH EXISTING SEPTIC SYSTEM. — K; o J e 8 CONNECT DRY" SEWER LINE TO \, 3 c� o r, a ~ ExlsnNC sEPnC GLEANOUrS \' a ANN; l5� �J l� v �, L )GS - nNG � z Q p L41 '�K Q '''1 W^ Q; �A q C� I •� 4 RESIDENCE q � o Q z � � � �! � � W � e r r 256 v c) n x �� /y, M z ' q- a `wc w g a m �z � w p p CL Q7 a q ( • W G II W W f cz <c . R W R10F 5 Fi } rn V T <,D p O e , _ — _ -- �� —� _ S V ) r ��6/!E� i m SERENO _ BY n RAN - Y R. BROWN lE ' — EXISTING 8" PVC SEWER MAIN PER CITY lJ R W �? R OF ENCINITAS DRAWING No. CS 193 B u, w I __ EXISTING EDGE PAVEMENT EXISTNG 6" ACP WA iER MAiN PER pOF ESS /O a m .. s ai OMWO EXTENSION No. 33 4`J Q9f i l w ... .. . - �. a n Rc TO REMAIN ° w tu`� , t�V R. L? g F wm 1173 31173 9'O9 "W 163.04' M.A.R. \ 'z ''—EXISTING ROAD AND PUBLIC UPLlTY , `�� Il k -© y ) W EASEMENT PER DOCUMENT No w No. 36180 m �) w � w LOT f� 1994 - 0573019, RECORDED 912711994 a I / 11 r, f � r) (' a 2 2 v v` ¢ ���rJ _ r J J f J * Exp- 6/30112 APP\], 266-390-3-2 EXISTING 6" ACP WATER MAIN PER APJ\J, 266 390 - 16 s cry �\. 11 Zz j OMWO EXIENSION No. 93 ( � OF CA1 0 REVISIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE 991 8r DI�ABAI CtR,CKEper RIB APPROVALS CITY OF ENCI TITAS ENGINEERING DEPARTMENT DRAWING NO. AS -BUILT �• / - /f• f ANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLANS FOR: ft STATION 6+V50.00, E XIS17NG SEWER OF ENCINI AS HOLE AT HORIZONTAL 1" = 2D' DALE � G1 (v RECOMMENDED APWROVED 's IMPROVEMENT PLAN No. CS -993. 1 '1L SEDER EX TENSIOtV TO 586 RANCHO SAM TA FE ROAD 10518 VERTICAL i" = 4' RGE No. 36190 BY: A BY RANDY R. BROWN APN 265 - 390 -14 12 / ELEVATION: 189.63 DATUM: U.S.C. & G. S. ENGINEER OF WORK EXP. 6 30 DATE : 71 �' o DATE : - f _-So // y SHEET 2 OF 2 - JOB Na 10 -011 6123110 -