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1998-5536 I (Plans) i 4y 1f�ORK TO DE DONE ALL WORK SHALL BE DONE IN ACCORDANCE MlTH THE' S'TANSAlV FVR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD IN S T C11 DRAWINGS (LATEST EDITION). do 1 �1 V lJ SITE S77), D1/G. SUBDIVISION BOUNDARY Q UATI I M p RIGHT OF WAY /LOT LINE EASEMENT UNE A. C. PAVING City Of Encinitas, California CURB & GUTTER G- 2/QETAIL B/C IEUCAOtA LEUMM e01 W fipd INN \ ftres CROSS GUTTER G 12 a • ;�- PACIFIC OCEA11 �1 E cr j TINT• v CONCRETE SIDEWALK G— 7, G -9, G— f0 s; t " `s.. _', \ I STREET LIGHT E -1, E -2, M -219 (100 W HPS) , 0-0 ENCINITAS � I STREET NAME SIGN, S70P SIGN S0M -102 �� pTS 11 STREET CENTERLINE MONUMENT M -10 A 11 12 3 b O Q 9 R 4 TYPE "F" CATCH BASIN D -7 7 0 15 4 8 EXISTING STORM DRAIN - _ D-60 6 STORM DRAIN - /� - - - CURB INLET TYPE 'b" D - 17 CLEANOUT TYPE "A -4" 0 -9 .... — t 37 4 18 O WA ? 1 l l j l CA770 r 36 CURB OUTLET TYPE "A" D -25 1 TWO aB co cTav PER 35 20 1 2 23 24 25 � 40 1 HEREBY AGREE AN TO COMMENCE WORK ON Y TS SHOW ON THESE PLANS WMM 1 Q EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTON PERMIT, cuenws �.� 34 �~p AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, 33 - IRRESPEC7VE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR 9 - � � 3 3 8 UNDER MY CONTROL O 1 30 2 28 OWNER ENCINITAS RANI LLC, A C&IF. L.WffEb LA&LITY CO. �° � LOT 3 � ADDRESS. 4365 E7CECUTNE OR. SUITE 60F1, SAN DIEGO, CA 97f71 S / �� \ � Awl: 254-610-02,03 PROPOSED 8" SEWER 1A" S -4 2,135.57 LF \ \\ , MAP as" PROPOSED SEWER MANHOLE S - 2 13 EA — S \\ I LOT 73 EXISTING SEWER \ \ 4" SEWER LATERAL S -13 42 EA SIGNED: Eq \ ` � \ E, TITLE CLEAN OUT S -9 2 - THE Cni►VS WC7TOV OF PVC WATFR MAINS (572F & GYASS AS IAI07E0) THE CONS7RUC7701V OF GATE VALVE ASSEMBLY ! 7W CONS 7RUC77OV OF FIRE HIDRANT ASSEMBL Y W7H MARKER THE CONS7RUC770N OF 1" & 2" MANUAL MR RELEASE VALVE O P/bxP/OxFLG TEE W/ELG GATE VALVE DEVI" N OF CWARCF THE C0NS7RUC770N OF 2" BLOW-OFF ASS Y ! 7HE CONS 7RUC7701V OF 1" WA 7FR SERVICE CONNECTION I HEREBY DECLARE THAT I ANI TN£ ENGINEER OF WORK FOR THIS PROJECT, THAT I WVr EXERCISED 7HIE CONS7RUC770N OF ALL, P/0 CROSS 1= MAP RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN S£C77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS THE CONS7RUC7701V OF CAP ASSEMBLY THE CONS7RUC770N OF REDUCER — -� SCALE. 1 " =200' I TITLE SHEET I UNDERSTAND THAT THE C1,IEClt OF PROJECT DRAWINGS AND SPECIFICATIONS BY 71fE CITY OF ETVCINITIS THE CONSTRUCTION OF WA 1L7? SAMPLE POINT — — 2 NOTES AN DETAILS BOUNDARY WAVER �W IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 3 -6 STREETS AND UTILITIES LOT LINE ROW EASEMENTS j f CURB SHEET NO jffp O J�`� v DRA C= OF A A11V A �n Q�4FESSION SEWER STORM DRAIN pND L,y PCR POINT OF CURB RETURN FIRE HYDRANT 00 ST. LIGHT f TC TOP OF CURB RAiNAGE — 06 -30-04 S>G1N£D: G2� No. 46670 rn 4265 -1 COUNTY AUPROWAIE'NT PLANS p NO. G48M 4457 -G aTY GRADING PLANS GB GRADE B EA DIRECTION � �, EXP. 6/30/00 BW BEGIN VERTICAL CURVE 4457 -1 CI7Y WATER PLANS EVC END VORTICAL CURVE q �OF CA r R.C.E. NO. 670 EXP. DN17F 6 -30 -00 Or CA`tE��� PV1 POINT OF WTERSECT70N 5536 —G M97E GRADING PLANS BC BEGIN CURVE EC END CURVE 5661 -1 QUAIL GARDENS DR. UL 7TMA T HP HIGH POINT 1 HiIS PLAN BY THE �' 09"STRTCT DOES LP LOW POINT NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE FL FLOW LINE LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, ST STREET OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT" RT RIGHT LT LEFT cQII: FREE 7W TOP OF WALL L. E U C A D I A COUN ENCINITAS FIRE DEPARTMENT UCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT BW BOTTOM OF WALL 1 -800 4 1-800 3 RP RADIUS POINT w AT E R D 15T PT I C T. PUBLIC SEWER SYSTEM APPROVAL POTABLE WATER SYSTEM APPROVAL N.T.S. NOT TO SCALE APPROVED BY: DUDEK AND ASSOCIATES, INC. APPROVED BY: BOYLE ENGINEERING CORPORATION CTB CEMENT TREATED EASE � 4 Toro wmw oAys emw yop In ANC MODIFIED VERTICAL CURVE' fl A�J � 8� 1 L� "A ��Rs�VA L DISTRICT' CONSULTING ENGINEER Q T�tt1TFM - : Remember that the renter e notes only those utilities be4ong►ng to Tr- -7/11 /`% j y ` utilities the center. There could be other LE - T T G PATE D / J _ present of the work site. The center will ni form you of whom they will notify. -f FAH K R 1rY N�°`G�' DA TE � � 4g4 —io ` [ E SIGNATURE DATE R 26514 ATE JOB NUMBER R.C.E.40t DAE JOB NO. J A0Mir115T�AT V A5515 TA r I T . ISIGNATURE EXPIRES THREE YEARS FROM DATEjL SIGNATURE EXPIRES TWO YEARS FROM DATE B REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G'oM�a �� /o f DESIGNED BY DRAWN Y CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 'ASBU /LT" - LL - % �� / PLANS PREPARED UNDER SUPERVISION OF RECD N D AP OVE PUBLIC IMPROVEMENT PLANS FOR: olIlolr s o. ooarrr erfdl's i a >I�� /a /7 L�TM: ,t S/OF B1�1•rARY 24' �c-L SUM , AL 1• =40. DATE BY: By ENCINITAS RANCH 5536-1 T T � N r- C4 SEAT 0 l=aolr 24 o>' gw KW VERTICAL AS SHOW � R.C.E. No. 48170 DATE: DATE: -/ QUAIL HO LLO W DAM 10% ENGINEER EXP. 6/ 30100 TM NO. 97 -263 [ SHEET 1 OF 10 ?! m� Ig: \ 4021 \ 0021IPO 1. DWG GENERAL NOTES LCWD SEWER NOTES ENGINEER'S GENERAL NOTES OLIVENHAIN WATER NOTES 1. A PEWT SfWL BE 087AIIVED FROM 7W ENCWM ENVGIII/EE» SERMTS 1. THE CONTRACTOR SHALL SECURE A PIERM/T FOR CONSTRUCTION 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE 1. WATER WORKS S7WL BE CONSTRUCTED AN ACCORDANCE WITH THE DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. -PRIOR TO ANY CONSTRUCTION. SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHA /N MUNICIPAL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, WATER DISTRICT STANDARD SPECIRCA71ONS FOR THE CONSTRUCTION OF 2. 7W STRUCTURAL SECTION SHALL BE NV ACCORDANCE WN CITY OF ENCINITAS 2. LCWD STANDARD SPECIFICATIONS ARE AVAILABLE AT THE AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, WATER MAINS AND FACILITIES, DATED MARCH :1997, W/TN REVISIONS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR DISTRICT OFFICE. STATE AND FEDERAL SAFETY Mb HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS TO CONSTRUCTION. ON THE JOB SITE AT ALL TIMES. 3. THE DRAWINGS AND THE DAI TA HEREON ARE HEREBY U40E A 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITU J. APPROVAL OF THESE AIApR17VfJN£M PLANS AS SHORN DOES NOT CONSTITi/TE PART OF THE SPECIFICATIONS. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 2. 1HE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE 4. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT SHALL APPLY CONTINUOUSLY AND NOT BE UMI7ED TO NORMAL WORKING ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE 4. ALL UAOERGROUM UMfflES WTHN ]HIE STREET RIGHT-OF-WAY SHIALL BE APPROVAL OF THE LEUCADIA COUNTY WATER DISTRICT. HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DISTRICT'S INSPECTOR. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 5. APPROVAL OF THIS PLAN BY THE LCWD DOES NOT CONSTITUTE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF THE CURB, CROSS GUTTER AND PAVING. A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, PROJECT, EXCEPTING LABILITY ARISING FROM THE SOLE NEGLIGENCE DISTAICrS NNSPECTOR INSPECTOR'S SCHEDULNVG MUST BE 24 -48 HOURS ASV 5. THE EXIS7ETAICf AND LOA^A1TOW OF EXISTING tJ1i�ERGRA�JhD FACltlfl£S 9400 OR THE EXISTANCE OR NON - EXISTENCE OF, ANY UNDERGROUND OF THE ENGINEER. ,ADVANff OF WORK. UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS PROJECT. ON THESE PLANS MERE 06TAINED BY A SEARCH OF THE AVAILABLE RECORDS J. THE CONTRACTOR IS RESPONSIBLE TO NVSURE 7MT ALL SLOPES, STREFTS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES 6 CONTRACTOR SHALL NOTIFY THE DISTRICT FORTY -EIGHT (48) UTILITIES, AND STORM DRAINS ARE BUILT NV ACCORDANCE WITH THEE£ PLANS R OFI ELEVATIONS AND GRADES ARE NOT S ON THE WATER MAIN EXCEPT AS SHORN LIN THESE PLANS. 11901 EVER THE CONTRACTOR IS REOUIRED HOURS IN ADVANCE OF BEGINNING WORK SO THAT INSPECTION IF THERE IS ANY OUESTION REGARDING THESE PLANS OR FIELD STAKES, PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACIL177ES CAN BE PROVIDED, TELEPHONE. (760) 753 -0155. THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY OF FINISHED GRADE OF STREET SHOWN HEREON AND ANY OTHER PHICH IS NOT OF RECORD OR NOT SHOWN ON MORK BY CALLING THE ENGINEER OF PORK AT 558 -4500. THE CONTRACTOR 5. INSTALL A MINIMUM 1 - INCH WATER SERVICE TO EACH LOT. METER TO BE THESE PLANS. 7. THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND LOCATED 5 - FEET FROM A SIDE LOT LINE. A 314 - INCH HIGH LETTER "W" CUT SHEETS. ADJACENT PROPERTY FROM ANY EROS /0N AND SILTA77ON THAT MIGHT SHALL BE CHISELED IN TOP OF EX /STING CURB OR IMPRINTED IN 6. LOCATION AND ELEVATION OF AWROVEIMENIS TO BE AST BY PORK TO RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 70 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION TA BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL NEW CURB AT ALL WATER SERVICE CROSSINGS. CONSTRUCTION OF NEW WORK CONTRACTOR WILL MAKE EXPLORATORY 6205 BY SUBMITTING A DETAILED PUN SHOWING THE DESIGN SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR AWINTEN/ANC£ EXCAVATIONS 'AND LOCATE EXISTING UNDERGROUND FACILITIES OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE BY THE OWNER. 6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS SUFFICIENTLY AHEAD OF CONSTRUCTION 70 PERMIT REVISIONS TO PLANS MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF GROUND DURING THE EXCAVATION OF SUCH TRENCH OR 4. THE EXISTENCE AND LOCA7701V OF UNDERGROUND UTILITIES SHOWN HEREON FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR EXISTING FACILITIES. TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING AS APPROVED BY THE DISTRICT'S REPRESENTATIVE 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC MORE IN DEPTH AND APPROVED BY THE 0 /STRICT PRIOR TO UTILITIES EXCEPT AS SHOWN ON THESE PUNS BEFORE EXCAVATING FOR COMPANY PRIOR TO STARTING OF WORK NEAR COMPANY FACIU77ES AND EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM THIS CONTRACT, T1' CONTRACTOR SHALL AMKE EXPLORATORY EXCAVATIONS 7 UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED UTILITIES AFFECTING THE *VRK, WHETHER SHOWN ON THE PLANS OR NOT OF EXIS77NG MAINS SHALL BE SUBJECT TO APPROVAL BY THE AVWE.• MW ot'15 ffCrR ,,,K #0 GAS SERWES WTMy 1M5 PARGt1ECT NN" CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTORS SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS M /NIMUM IN ARE VND£RGROUND NYSTALLA770N5' FOR LOCA71ON OF ELECTRICAL C48 LS EXPENSE. 0PROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER ADVANCE OF ANY SHUTDOWN. AAO GAS PIPING AMD APPURTEIWNC£S CWACT SAN DAEGiO GAS AMO BfCTIPIIC OF WORK OF ANY DEV14TIQNS PRIOR TO ORDERING MATERALS FOR THE COMPANY. TELEPHONE.- (800) 422 -4133. 9. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS SOILS ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL AS -BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE. DESIGN. FOR HIGH - LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER ACCORDANCE WITH ONS/TE EARTHWORK SPECIFICATIONS AND 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT WORK WITH COMPANY REPRESENTATIVES. LCWD SPECIFICATIONS. EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS, SHALL HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT - NOTICE THERE 0757S 7ELEPMINE SERVICES WI7M THIS AROA - CT BO NARY 10. ALL LOTS SHALL BE SERVED BY A FOUR INCH (4") LATERAL SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE OF - WAY WHENEVER POSSIBLE. MIHICH ARE 'UNDERGROUND INSTALLATIONS' FOR LOCATION OF CABLES SET AT A MINIMUM GRADE OF 2.OX WITH A MINIMUM DROP OF DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION A* APPURTENANCES CONTACT PACIFIC BELL, TELEPHONE.• (800) 422 -4133. 0.3 FEET, AND AN INVERT DEPTH OF 5.5 ,FEET BELOW TOP OF OF THE APPROPRIATE AGENCY. 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY AND MEETING THE DISTRICT'S STANDARD SPECIFICAnONS, ARE TO BE 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TD CONTACT THE LCWD. 6. WHERE TRENCHES ARE A0.14CENT TO FUTURE BUILDING SITES, A LICENSED INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE ACCESSARY BEAR THE COST OF RELOCATIONS, IF NEEDED. 11. ALL MAINS AND LITERALS SHALL BE CONSTRUCTED WTTH A TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH MINIMUM COVER OF 48 INCHES. IN THE PRELIMINARY SOILS REPORT. CAL /OSHA. A COPY OF EXEMP77ON LETTER OR 7REINCH /NG PERMIT, IF 10. ALL TFLEWS /ON SERVICES WITHIN THIS PROJECT ARE. *UNDERGROUND REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR 7D CONS7RUCnON. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES 12• ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7 THESE PLANS SHOWN THIE Mi►IV/MUM IMPROVEMENT REQUIRED BY THE CONTACT (800) 4Z2 -4133. 13 ALL PIPES SHALL HAVE A MWIMUM OF FOUR INCHES (4)' OF APPROVING AUTHORITY MV ORDER TO OBTAIN PROJECT APPROVAL. FIELD 12. ALL E7l1S FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., CRUSHED ROCK BEDDING AND A MIN /MUM OF TWELVE INCHES CONDITIONS MAY DICTATE ADDITIONAL ANPROVEMENTS. THE COST OF ANY LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN (12 OF CRUSHED ROCK COVER AS SHOWN ON LCWD ADD /nONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE STANDARD DRAWING S -12. ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS OR UTILITIES WITHIN l0 -FEET OF PROPOSED WATER MAINS, SHALL BE LOCATED IMTHIIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. SHOWN ON IMPROVEMENT PUNS. DEDICATED TO 7HE CITY OF ENCINITAS. 14. JOB MIXING OF CONCRETE IS NOT PERMITTED. 8. PRIOR 70 ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER 15. ALL CONCRETE TESTING REQUIRED BY THE LCWD WILL BE AT OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 13. ALL WATER SERVICES FOR ARRTGATION, MULTIPLE RESIDENTIAL COMPLE7lES 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE THE EXPENSE OF THE CONTRACTOR IN WRITING WHENEVER THESE PLANS SEEM UNCLEAR. AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN . , RELOCATED OUTSIDE THE AREAS TO BE PAVED. APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE 16. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD g THE CONTRACTOR SHALL N077FY THE SURVEYORS 48 HOURS PRIOR TO SIDE OF THE WATER METER. 13. ALL LUMINARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER PIPE OR BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL ESCAPE OF LIGHT ABOVE THE HORIZONTAL. SEWER WYES. OBTAIN NECESSARY FIELD. SHOTS TO PROVIDE THE ENGINEER OF WORK 14. THE WATER SYSTEM SHALL PRESSURE TESTED AN ACCORDANCE WITH WITH A LETTER OF CER7rFlCATION STATING THAT ALL IMPROVEMENTS THE PROCEDURES IN THE STANDARD SPEClf7CATI0NS THE CUSS OF PIPE 14. THE CONTRACTQR SHALL REQUEST FROM THE E1i1GRVEE'R/NG SERVICES 17. ALL LATERALS AND MAINS SHALL BE TESTED BY "AIR TEST SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING VIDE AT LEAST ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE 07774 THE LINES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AFTER CONSTRUCTION OF ALL DINER UTILITIES AS AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ALL PIPE, VALVES (CLOSED) AND APPIURIENANCES. 48 HOURS OF NOTICE FOR SUCH A MEETING. TELEPHONE 633 -2770. SPECIFIED IN THE LCWD STANDARD SPECIFICATIONS. ITEMS REQUIRED BY THE APPROVING AUTHORITY. 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN 15. THE DEVELOPER SlWL BE RESPONSWE THAT ANY 60NJWW OR BEAICH AMRK 18. ALL ACCESS HOLES (M61N HOLES) SHALL BE TESTED BY 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A DIMENSIONS TO INSPECTOR IMMEDIATELY UPON NIISTALLATION OF VALVES WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED VACUUM TEST" AS SPECIFIED IN THE LCWD STANDARD SIGNED SET OF THESE PANS ONSITE AT ALL LIMES FOR USE BY THE BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SPECIFICATIONS. ENGINEER OF MbRK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY CONTRACTOR'S SUPE7TlN1FNDANT IS REQUIRED 10 UPDATE SAID PLANS WITH USE OF JOINT COUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTION 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL 19, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LE7JCAD/A PER COUPLING (2 DEGREES PER JOINT). NO BENDING (CURING) COUNTY WATER DISTRICT ( LCWD ) STANDARD SPECIFICATIONS . AS -BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAND PLANS SHALL OF PIPE SHALL BE PE7?M/T1FD. AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" BE CER77FIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF PORK. 1 5041 f'A°£LNA+ES AND APPURTANA;ES SH64 BE ASTTV fEC1FI1 M ACC MATH SECTION 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED S FIE CT OR. CURB /N A ENCINITAS FIRE NOTES 11 . STATIONING OF DRIVEWAYS LATERALS AND PROPERTY LINES ON CUL DE 1 S*TN FAaVla uwff TEST RESGLTS 9W CDIIFORM 70 TI1E CRITERIA e , MANNER AND LOCATION APPROVED BY THE INSCT 72 '� SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS SPECIFIED IN PARL4GR4PH 3.06 OF THAT SPECIFICATION SECTION. 18. ALL DOSTIIVG TWES 077HIN THE PUBLIC NGHT- OF-OXY SM4LL BE RE40OVED. ARE AT THE CURB. 10 26' 26' 10' 1. HMO HAP£ LAME" SIGNS IS 77 4LL AC SS PONDS LESS 1 HdI N 3? FEET POSTED OMIT ALL FIR£ ACCESS ROADS S LESS TH44N 40 FEET I M9►O7H. 12. RETAINING WALLS; IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY 13' LD 20' 6' 6' 20' 13' LDZ** 2 LESS 19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION 6' , NV WIDTH 57i4LL BE POSTED ON BOTH SLOES, AMD ACCESS ROADS LESS THIAN CURB & STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS PROJECT 40 FEET NV W07H SKILL BE POSTED ON OWE SIDE OAtY. SM SHALL BE SPACED IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 2X I 2' GUTrE R (TYP) 2� 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 PREPARE DETOUR PLANS A AMaIMUM OF 250 FEET ON CENTER. WEN 90C ARE INQUIRED ON BOTH SHIES TREY 13. 77•l£ SOILS REPORT AND ALL THE ]HEREOF ARE INCORPORATED _ _ _ _ tl < SIiALL BE STAGGERED SO THAT THERE IS ONE 1) SIGN A M4XMN OF 125 FEET INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT OF WORK. ON ALTIERNATIN�G SIDES OF ]HIE ACCESS S). SIGNS SHALL BE RANI Y VISIBLE WITH AND BE SUBJECT TO ANY TESTING EANDERING PUBLIC ACCESS TRAIL /BIIKlNG OR INSPECTION REQUIREMENTS ` ` ` ` E LIB VG PEDESTRIAN E PATH A.C. PA FROM ANY LOCAIIDN ON THE ACCESS RS). SIGNS SHALL BE PER ENCINITAS N THE REPORT. � K 21. ALL SIGNS SHALL BE ALUM /NUM WITH 3M HIGH INTENSITY TYPE D.G. RECREATION TRA1L PER 4" AC /6" AB 6" MEDIAN CURB PER 5661 -1 REFLECTIVE FACE OR EQUIVALENT. FIRE DEPARTMENT STANDARDS 14. CONMACTOR SAWL NVSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES CITY DWG No. 5661 - 1 77 & GUTTER 6" CURB AM WATER SYSTEMS PURSUANT TO THE APPROiPRI4 E WATER DISTRICT STANDARD. & GUTTER 22. ALL NEW S7RlPWG AND SANDBLASTING OF REDUNDANT STRIPING SHALL OUAIL GARDENS DRIVE W/ MEDIAN BE DONE BY CONTRACTOR. NOT To SCALE FTk 23. IT WILL BE THE RESPONS#WJTY OF THE DEVELOPER TO PROVIDE STREET NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S APPROVAL. 24. THE GEOTECHNICAL REPORTS CALLED OUT ON IMPROVEMENT PLAN TYP1 DROP 60' XXXX -1 AND GRADING PUNS XXXX -G APPLY TO THESE PLANS. A � 1 ' REGISTERED SOILS ENGINEER OR GEOLOGIST WILL SUPERVISE ALL ' 4 LD Z* 20' 20' 13' LDZ** GRADING ACTMTY AND ADVISE ON COMPACTION AND STABILITY OF THE SITE. O 2' 25. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION , ����, AND ) ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE GUTTER TYP. APPROVAL OR RESPONSIBILITY OF ANY K /ND FOR THE DESIGN OR �� \, �� p CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE). ;,I' � MEANDERING PEDESTRIAN . � SIDEWALK (4" THICK) » TRAIL /BIKE PATH A.C. PAVING 26. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE �,, G vR 4 AC /6 AB PER 5661 -1 FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE • . .N�,�' n =s.o PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST ,,�' QUAIL GARDENS DRW BE APPROVED BY THE PREPARER OF THESE PLANS. , ; ,��' ,� \ �p� Nor To SCALE 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE • �'' � RESPONSIBILITY A TY FOR JOB SITE CONDITIONS DURING THE COURSE OF o��,� ESSiok DENOr EL SHOWN ON PROFILE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND g � Mq ** LOZ= LANDSC APE D E S Sr D EVELOPMENT ZONE QRpF G J� 0 9 y PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT n Cry �� BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL V DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS ROLLED CURB TO d CURB INLET TRANSITION as -� r nom. 4860 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE �� �, EXP. b/aoroo �, 1 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY 'A ARISING FROM THE SOLE NEGLECT OF THE OWNER OR THE ENGINEER. � CAV qlF pF C1'�' CA`1F Z OF J M REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S. CMM a+aNE n MON OC 1T4 -1969 PLANS PREPARED UNDER SUPERVISION OF REC N A OV PUBLIC IMPROVEMENT PLANS FOR -BU /[. T - Z �OCATIM: 16' S /oE CL WffARv a 24' E/OF c.� W" HORIZONTAL 1 " =40 DATE s BY: 13Y: � ENCINITAS R ANC H 5 5 3 6 - I o �: � OF SO DEW � 48670 -� - t 9 QUAIL HO LLO W ELEMAMW 241.45 VERTICAL AS SHOW R.C.E. N0. 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SEWER LATERAL TABLE i SEWER STREET CURB AMVERT SEWER S TREET ELEV. A 8rA7ION 8rATION ELEV. DEPTH LLL�3TH DROP SLOPE 8rATION AVERT 8TATION CUR � rrVE'RT r DEPTH LP'iGM DROP BE OPE LOT NO. OF OF BELOW OF TO OF LOT IN's. OF OF mnow OF To OF LATERAL AT MAIN LATERAL AT PROPER T CURB LATERAL MAIN LATERAL LATERAL AT MAOV LATERAL AT PROPER CURB LATERAL MAIN LATERAL AT MAIN AT CURB LATERAL LINE AT MAIN AT CURB LATERAL LAC 1 21016." 196.80 11+ 17.05 207.31 198.04 9.27' $0.38' .3' 2 0X � 37 29 +06.97 295.27 19+0&85 $08.10 $02.00 5.5' 28' . 3' 24.141 2 21 +66.48 199.18 11055.60 209.94 200.38 0.56 28.er .3' 2OX is 27 +88.99 28143 17+87.81 29959 288.09 6.6' 21B .3 21.54.Z' s 21#06.28 199.90 11#e4.04 210.00 20109 86r 28.0' .3 20X 39 211 +43.89 261.70 10 +42.71 27928 267.78 5.5 20' .3 10.402 : qt 4 26+60.53 250.90 16+66.35 262.45 26191 1 19.0' .8' kox at 40 25 +61.10 248.75 15 +49.92 MO." 254.79 6.6' Re' .8' 10.32Z 5 26+48.90 262.40 10+47.72 273.98 203.41 10.57' 180' .3' AM 41 24#49.80 294.02 14 +48.68 24011 240.01 6.6' 28' .3 AP 14X ` e 27+38.82 274.10 17 +3704 286.57 275.20 11.37' 10. 0 . . sox t 42 23 +68.11 22182 13 +66.93 233.27 227.77 5.6' 28 .3 19100;1 7 28 #17.27 284.02 18#10.09 297.66 286.e3 11119r 180' .8' Atox Q 8 31#01.17 304.39 12 #3231 316.30 310.86 5.5' 28.0' .3' 20.807 9 82 +53.90 $10.49 110#78 58 $22.47 316.97 6.5' 28.0' .3' 20.897 110 83+38.32 314.19 21#01.06 $96.70 321.20 5.6' 00.94' .3' 10; 4 r� �' 11 83 +84.22 815.21 21#42.65 $27.04 321.54 as 19.84' .3' 28.59% 12 83 #74.25 315.0 21 +52.44 82707 32157 6.6' 20.88' .3' 2a46X 13 83 +09.21 81271 10 #14.27 $26.08 $19.68 5.6' 180' .3' $2847 14 32 +74.71 311.33 110 #48.77 823.70 518.20 6.6' 180' .3' 32.847 CA 15 31 #74.40 807.29 11+59.08 $19.29 313.79 6.6' W.0 .3' sappy 10 81#44.30 80010 11#89.12 818.08 312.58 5.6' W.0 .3' $0.797 17 80#42.92 $02.60 12 #90.66 $14.03 808.53 6.6' la. 1a' .8' 27.08z 18 32 #40.86 323.09 22 +39.68 $34.97 324.10 10.87' 19.0' .3' 207 19 $3 +78.57 $34.05 23 #77.38 34598 840.48 6.6' 180' .8' sa63X 20 84#62.99 340.00 24 #69.82 862.58 347.08 6.6' W.0 .8' 33.037 21 86+33.38 $4064 26#40.21 $09.01 $53.51 6.6' W.0' .3' 33.37! 22 801#10.56 852.70 "#23.39 304.87 369.37 5.6' 180' .3' 31.797 23 36 #93.37 $50.04 27 #00.21 $68.21 362.71 5.6' 180 .3' 31.707 24 87 #32.83 $5770 27 #38.66 $69.78 804.28 5.5' 19.0 .3' 25 87#80.42 $59.79 80#44.57 87180 36030 6.5' 180 .3' M. 7610'.' 2Q 37#8074 360.05 30 +61.34 $72.00 $66.60 6.6' 1.9.18' .3' 44.167 27 87 +22.45 857.31 27 +29.29 8119.37 $03.87 5.6' 53.6r .3' 110117 : t 28 30 #34.82 353.49 20 #41.66 846.80 360.30 6.6' 28.0' .3' 22.077 t 29 86 #64.66 848.26 25#61.49 $00.72 $55.22 5.6' 28.0' .3' 22 047 s0 34 #77.66 $42.05 24 #84.49 854.57 349.07 6.6' 280 .3' 22827 81 84#04.05 $36.110 24 +02.87 348.03 542.53 6.6' 28.0' .8' 20.711 82 83+39 75 $30.44 23 +32 50 $42.40 830.90 6.5' 28.0' .3' AIa827. 83 32 #76.20 $2572 27 #74.02 $3772 332.22 6.6' A'.8.0' .3' 2Q9e% i 84 81+90111 $19.66 21+96.43 931.43 826.90 6.6' 28.0' .3' 20.427. 85 31 #14. 81298 21 #13.00 824.84 319.34 6.5' 280' 20-461.' 311 80+33-351 800.53 f 20+32.17 t 818.37 812.87 6.6' 1 28.0' .3' 1 20.307 v EY PL Tc 8 VAR DEPTH MOW CURS , :L i 1.0' AM �No. Cr4* DROP TO MANN EXP. 0&,40-04 ctvIV� OF CRS 0 FOR STORM DR INI SEWER APPROVAL ONLY � Submitted Approved By By SENIOR CIVIL ENGINEER CITY ENGINEER 0 00 so w 210 3 110 ` M REVISIONS APPROVED DATE REFERENCES PATE BENCH MARK SCALE DE SIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUP E RVISION OF RECD END D A PUBLIC IMPROVEMENT PLANS FOR: DESMIX)m S.O.0"rr E!I(�NEER'S MAN OC 174 - igN in LOCI111011: tr S /OF C.L 8�! a 24' E/OP c.L sr; w HORIZONTAL "_�' PATE eY: BY: OV ENCINITAS RANCH 5 5 36 - I o FWW MXTY OF SO t» R.C.E. No. 48670 t -1 QUAIL HOLLOW C-4 0 00 8 aDATI*1: 241.46 VERTICAL , AS SHOW 6/30/00 DATE: j' DATE: N z / ar1,�1 ENGINEER EXP. TM No. 97 -263 I SHEET10OF 10 3 m at