The URL can be used to link to this page

2003-1412 I (Plans) f 40' (PRIV WORK TO BE DONE 32' GRADED WIDTH ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD 12' SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 4 4 12 4 4 CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), • a THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). AND 6.86' 6' z OLIVENHAiN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS 4' WIDE x 6" DEEP m 4' WIDE x B' DEEP FOR THE CONSTRUCTION OF WATERMAINS & FACILITIES GRASS -LNVED SHALE > > GRASS -LINED SHALE SEE DETAIL THIS SHEET , ;0 �c SEE DETAIL THIS SHEET IT STD DWG SYMBOL QUAN11TY 12 CUTOFF WALL PROPERTY LINE MN. 4' AC OVER 1 2'x6' CUTOFF WALL LEGAL DESCRiPTION EXISTING CONTOURS 6' CLASS II BASE SEE CERTIFICATE OF COMPLIANCE DOC. NO. 1997 - 0614690 PARCEL 4 OF MAP NO. 12666 TOGETHER WITH -� PER CITY O F ENCINITAS a' WATER AC STRUCTURAL PARCELS 3 AND 4 OF PARCEL MAP NO. 1918, PLUS A PORTION OF THE FINISH CONTOURS 6 ST AND ARD S TI-6.0 SECTION PER SOILS SE 14 OF SECTION 8, T13S, RANGE 3 W. SBM. 75 a' SEWER INVESTIGATIONS / PROPOSED SPOT ELEVATION APNJI 264 -270 -091, 13 do 57 RURAL LOCAL CUT SLOPE (2:1) y y y MODIFiED STREET SECTION PRIVATE ROAD CERTIFICATION FILL SLOPE (2 :1) NOT -TO -SCALE STA 10 +46.23 TO STA 11+20.07 I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THiS PUN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL CONSTRUCT ROLLED CURB AND GUTTER G -4 683 LF STA 11 +47.45 TO STA 12 +04.59 FOR TM 00 -186 AND THE STANDARDS FOR PRIVATE S1 YEETS CONSTRUCT AC STRUCTURAL SECTION 14,109 SF SAN DIEGUiTO ENGINEERING, INC. CONSTRUCTION OF WATER MAIN PVC CLASS 200 — --- — -- — 471 LF 4407 MANCHESTER AVENUE, SUITE 105 STEVEN R. CROSBY RICE 41975 ENCINITAS, CAUFORNIA 92024 CONSTRUCTION OF FIRE HYDRANT ASSEMBLY 7w 1 EA OWNERS CERTIFICATE PHONE: (760)753 -5525 1,01,flQ y CONSTRUCTION OF MANUAL AIR RELEASE OMWD A -2.3 1 EA I (WE) HEREBY CERTIFY THAT A REGISTERED SOiLS ENGINEER OR GEOLOGIST DATE CONSTRUCTION 8 TEE WITH FLANGE i EA HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY GATE VALVE do B.O. ASSEMBLY 40' PRIVATE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 5 EA 32' GRADED WIDTH SOILS ENGINEER'S CERTIFICATE CONSTRUCTION OF WATER LATERAL OMWD 9 w 4' 4' 12' 12' 4' 4' Le D �� A REGISTERED CiViL ENGINEER IN THE STATE EXISTING SEWER LATERAL PER CS -447 S SI ATUR DATE OF CAL ED FORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL z 6.86' 6' z SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE EXISTING SEWER MAIN PER CS- 447 NAME: PHILIP G. DECARION, TRUSTEE OF THE DECARION SOIL CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR 4 WIDE x 6 * m LIVING TRUST, DATED FEBRUARY 28, 1991. UNDER MY DIRECTION BETWEEN THE DATES 3 - 3 -04 AND L{ - �3 -e4. EXISTING WATER MAIN PER SD - 001 346 - , SEE DETAIL j}� � P �c�i �c ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, ADDRESS: 543 EMERALD BAY, LAGUNA BEACH, CA 92651 WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF CONSTRUCT DRIVEWAY 0 -14 5 EA THE CiTY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING 12'x6' CUTOFF WALL ROVED CURB PHONE: (949) 497 -3460 PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE Q FIRELANE -NO PARKING SiGN 6 EA MON. 4� OVER PER SDRSD N0. G - SOILS RE FOR THIS P INCORPORATED IN THE t MATCH EXISTING COLOR GRiADIN P AND E p ' CLASS MBASE -•; : r.` z 6 BOTH) IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE =' s CONCRETE CROSS GUTTER G - 12 :<�_�- :.t < ►y._;�:,._ 716 SF PER CITY OF ENCINRAS /� STRUCTURAL Me. W74 ROAD STANDARDS a wkTER PLANS. SIGNED EW 1231 -W TI-6.0 SECTION PER SOILS * * GRAVEL BAGS 472 EA A' SEWER INVESTIGATIONS R IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A RICE No.: 44 1& 12 4 EXP DATE: RURAL RURAL LOCA REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR ��` A �� STABILIZED CONSTRUCTION ENTRANCE _ 900 SF ADDITIONS TO THESE PLANS THE DIRECTOR OF MODI FiED STREET SECTION DETERMINES ARE NEC SSARY DESIRABLE FOR THEGIPROPER SIGNED: �� V cE NOT -TO -SCALE COMPLETION OF THE IMPROVEMENTS. CEG No.: _2B_Q- EXP DATE: 3! D c � IO ��F�. , ` I �► O z STA 11+20.07 TO STA 11+47.45 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN COMPANY NAME: VINJE & MIDDLETON ENGINEERING, INC. cea m * CEq?IFIED � STA 12 +04.59 TO STA 13 +08.92 ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 ADDRESS: 2450 VINEYARD AVENUE, SUITE 102 ENGINEERING DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO •� PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL ESCONDIDO, CA 92029 �,� cp,,, %* •1► COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. PHONE: (760) 743 -1214 QUANTITIES NOTE.- THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. i)tAq ? 04 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART OF HiS BID. SIGNATURE ATE NAME: PHILIP G. DECARION, TRUSTEE OF THE DECARION DECLARATION OF RESPONSIBLE CHARGE 40' PRIVATE LIVING TRUST, DATED FEBRUARY 28, 1991. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER 32' GRADED WIDTH ADDRESS: 543 EMERALD BAY, LAGUNA BEACH, CA 92651 SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE Rod ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE srm 4' 4' 12' 12' 4' 4' PHONE: (949) 497 -3460' WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT't Al ANY PLANCHECK OR REVIEW PERFORMED BY THE CiTY OF ENCINITAS IN ITS CAPACITY W ROAD J 6.86 6 ? REFERENCE DRAWINGS AS A PUBUC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A c + m DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR AI pl ULAIC SUMMit' GRADING PLANS PER: 4568 -G ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE W CHp V � • '� SEWER IMPROVEMENT PLANS PER: CS -222 ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED ,c� CREST WATER IMPROVEMENT PLANS PER: SD- 001- 346 -05 THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CiTY OF `� ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR m o ,d J a J A h At Z ROLLED CURB BODILY INJURY ARISING SOLELY FROM THE NEGUGENT ACTS, ERRORS, OR OMISSIONS MIN. 4" AC OVER PER SDRSD NO. G-4 OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE 6" CLASS N BASE MATCH EXISTING COLOR AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PER CITY OF ENCINITAS (TYPICAL BOTH SIDES) �lN C7 ROAD STANDARDS AC STRUCTURAL PERFORMED BY THE ENGINEER. �c ` RAS Z TI -6.0 8 WATER SECTION PER SOILS g0ESS/ OF N — 8' SEWER INVESTIGATiONs h �N R. � f, N ORM �' C,� EGp W RURAL LOCAL SAN DIEGUITO ENGINEERiNG, INC. Z � 4 " i� < � W TYPICAL STREET SECTION 4407 MANCHESTER AVENUE, SUITE 105 S N R. CROSBY RICE 41975 NO. 41975 VICINITY MAP Z NOT -TO -SCALE ENCINITAS, CALIFORNIA 92024 EV.3 -31-M NOT -TO -SCALE _` 5 STA 10 +41.50 TO STA 10 +46.23 PHONE: (760)753 -5525 /p�SA4 �tF CjV 1 \. E W ��\ (1995 THOMAS BRO. PAGE NO. 1148, C - Unde round Service Alert Z STA 13 +08.92 TO STA 15 +02.04 DATE of C �� Call: TOLL FREE O 1 -500 �– 422 -4133 rA WMIM Un KrOW VW sc SAN DIEGUITO ENGINEERING, INC PARKS & RECREATION DEPARTMENT ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT 4. W POTABLE WATER SYSTEM APPROVAL (O.M.W.D. W.O. #566200) "AS BUILT" C) ilk 4407 MANCHESTER, SUITE 105 EXTENSION 186 1 9 1 ENCINITAS, CA 92024 APPROVED BY: Z W) PHONE: (760) 753 -5525 APPROVED By: APPROVED Q in %,/ -C) ENGINEERING MANAGER: 8Y: CIVL ENGINEERING • PLANNING DATE: DATE: l0 ��D ¢ R.C.E. S DATE DATE: LAND SURVEYM �— RC EXP: -� � NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE. to REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING do BUILDING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. = v PLANS PRE RED UNDER THE SUPERVISION OF RECOMMENDED APPRQWD h DESCRIPTION: COUNTY BENCH MARK NO GRADING AND PRIVATE IMPROVEMENT PLANS FOR: ., OC 0073- CHIS. SO IN TOP OF HEADWALL APPROVED By: DATE: /0%S16 f LOCATI NORTE SWC OR.ELCAMINO HORIZONTAL N / A R.C.E. Pip. : 41975 BY BY: CITY OF ENCINITAS TRACT NO. 00-186 1 RECORD FROM: Co.S.D. VERTICAL CNTRL N A DATE' 1 DATE: II f 23! oA DATE (� ELEV: 119.476 DATUM: USC & GS VERTICAL / STEVEN R. C ROSBY pXp 3 -31--06 SHEET 1 CF 4 U: \IDATA\ engineering\ 4545 \dwg \Improvement \Imp— Shtl.dwg, Dote: 4 -7 -04 FILE NO. 4545 GENERAL NOTES A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE A. SEWER - CARDIFF SANITATION DISTRICT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS (760) 633 -2770 CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF B. GAS do ELECTRIC - SAN DIEGO GAS & ELECTRIC ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR WATER NOTES THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 1 -800- 422 -4133 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT OLNENHAIN MUNICIPAL WATER DISTRICT REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY (760) 753 -6466 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE GENERAL WATER SYSTEM NOTES ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. TELEPHONE - PACIFIC BELL TELEPHONE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS 1 -800- 422 -4133 ONTO AREAS WHEN IMPOUNDED WATERS CREATE A Potable Water 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL E. CABLE TV - COX COMMUNICATIONS HAZARDOUS CONDITION. OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, (760) 599 -6060 1. Potable water works shall be constructed in accordance with the details and materials as NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE specified in the most recent edition of the Olivenhain Municipal Water District (District) SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE APPROVED GRADING PLAN SHALL BE INCORPORATED Standard Specifications and Drawings for the Construction of Water Mains and Facilities, REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. HEREON. including all amendments adopted prior to the District approval date on these plans. PHONE 760 - 633 -2770. Contractor shall have a copy of the Standard Specifications on the job site at all times. 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST SITE GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 2. The submission and review of all submittals (shop drawings, six sets) as required by the FOR INSPECTION. PHONE 760 - 633 -2770. ALL WORK OF EACH WORK DAY. Standard Specifications are to be accomplished prior to the pre - construction meeting with the 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE District's Inspector. REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN GRADING OPERATIONS. ANYTHING DAMAGED OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 3. Unless otherwise noted, connections to existing mains shall be made dry. The time and DESTROYED SHALL BE REPLACED OR REPAIRED TO (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY duration of any shutdowns of existing mains shall be subject to approval by the District. CONDITION EXISTING PRIOR TO GRADING. D. GRADING PERCENT (40x). SILT AND OTHER DEBRIS SHALL BE District shall be notified two weeks minimum in advance of any shutdown. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A REMOVED AFTER EACH RAINFALL 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 4. Contractor shall coordinate with District all arrangements for high- lining temporary services MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO prior to shutdowns. No shutdowns will be scheduled on a Mond or Frida DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% p ay y" REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE REPORTS AS REQUIRED AND WILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN 5. Contractor shall review all proposed trench work with Cal /OSHA. A copy of exemption letter 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND or trenching permit, if required, shall be submitted to the District prior to construction. MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS SEDIMENT CONTROL HANDBOOK OF THE STATE OF SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION CALIFORNIA DEPARTMENT OF CONSERVATION. 6. No work may begin or proceed without direction of District's Inspector. Contractor shall STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, AND THAT IN HIS OPINION, ALL EMBANKMENTS AND notify the District inspections department 48 hours prior to the beginning of work to arrange LAWS AND REGULATIONS. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH for inspection of the project. THE APPROVED GRADING PLANS AND THAT ALL E. HYDROSEED 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT 7. The Contractor must call *Dig Alert of Southern California" to have underground service (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL THEIR INTENDED USE. ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER utilities located prior to construction. This call will be made at least 48 hours in advance prior NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND WHEN THEY ARE: to any work being performed in public right -of -way. (Dig Alert phone: 800 - 227 -2600) 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. RECOGNIZED HOLIDAYS. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 8. All existing facilities which may affect project construction, i.e., line crossings, line PONDING OF WATER. HE SHALL CONTROL SURFACE WATER B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO SLOPE IS NOT SUBJECT TO EROSION DUE TO THE paralleling, or proposed connections shall be field verified before any construction begins. GRADING MEETING HAS BEEN HELD ONSITE WITH THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL EROSION RESISTANT CHARACTER OF THE MATERIAL AS FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MEASURES TO PREVENT EROSION OF FRESHLY GRADED APPROVED BY THE CITY ENGINEER. 9. The Contractor shall furnish and install per the Standard Specifications the appropriate buried ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND utility warning and identification tape above all public water lines including water laterals PERMITTEE. THE PRE -GRADE MEETING SHALL BE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2• IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE located in public right -of -way. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE BY CALLING (760)633 -2770. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED HYDROSEEDED GROWTH. 10. Where elevations and grades are not shown on the water main profile, top of pipe profile is AND FILL SHALL BE PLACED IN ACCORDANCE WITH 48- inches below centerline of finish grade of street. 9. UPON FINAL COMPLETION OF THE WORK UNDER THE STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 1. SEED MIX SHALL CONSIST OF NO LESS THAN 11. All deflections (horizontal and vertical) shall be made by use of joint couplings with 4' AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS A. 20 LBS. PER ACRE OF ROSE CLOVER maximum deflection per coupling (2' per joint). No bending (curving) of pipe shall be CERTIFICATION SHALL BE PROVIDED STATING: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE permitted. "THE GRADING UNDER PERMIT NO. 6147 -G HAS BEEN REMOVED TO SUITABLE FIRM NATURAL GROUND. THE B. 20 LBS PER ACRE OF ZORRO FESCUE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA 12. Manual air releases shall be installed at all high points and blow -offs at all low points in the THE APPROVED GRADING PLAN OR AS SHOWN ON THE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA water main profile. Place manual air releases and blow -offs within meter box and locate ATTACHED AS- GRADED PLAN". BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) behind curb unless otherwise approved by District's Representative. Fire hydrants may be THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND WATER AND COMPACT THE FILL IN STRICT ACCORDANCE F. 1/2 LB PER ACRE OF DIMORPHOLECA used in lieu of a manual air release or blow -off when located at or near high or low points, as SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH WITH SPECIFICATIONS. G. ITEMS C, D, E, AND F OF THIS SUBSECTION approved by the District's Representative. GRADING OPERATION. MAY BE OMITTED ON LOCATIONS WHERE THE AREA 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER 13. Install a minimum 1 -inch water service to each lot. Meter to be located 5 -feet from a side lot 10. SLOPE RATIOS: FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND A PUBLIC STREET OR RESIDENTIAL STRUCTURES. line. A 3/4 -inch high letter "W" shall be chiseled in top of existing curb or imprinted in new CUT 2:1 FOR ALL SLOPES UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS FILL 2:1 FOR ALL SLOPES AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED curb at all water service crossings. SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE TRIMMED AS DIRECTED 8Y THE ENGINEER OF WORK AND WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, EITHER BY DRILLING OR BROADCASTING BEFORE 14. Meter boxes shall not be placed within driveways or sidewalks without the District's prior REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR HYDROSEEDING. written consent. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE I. AL SEED MATERIALS SHALL BE TRANSPORTED TO THE EXCAVATION: 750 +/- CY* FILL;- 750 +/- CY* TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 15. All water services for irrigation, multiple residential complexes, commercial or industrial SHRINKAGE: NEGLIGIBLE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA development shall have approved backflow prevention device on customer's side of water WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED ACCORDANCE WITH THE GRADING ORDINANCE. DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION meter. IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 16. Contractor shall tie off all valve locations and provide written dimensions to Inspector RESOURCES ARE DISCOVERED ON THE SITE OF THIS MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO immediately upon installation of valves. GRADING DURING GRADING OPERATIONS, SUCH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE OPERATIONS WILL CEASE IMMEDIATELY, AND THE LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT CONTRACTOR. 17. Line valves, where required at street intersections shall be located on the prolongation of the PERMITTEE WILL NOTIFY THE DIRECTOR OF AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. street right -of -way whenever possible. ENGINEERING OF THE DISCOVERY. GRADING APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED OPERATIONS WILL NOT RECOMMENCE UNTIL THE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 18. Fire hydrants, as approved by the appropriate Fire District and meeting the District's PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DISPOSAL OF ANY SUCH MATERIAL 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS Standard Specifications, are to be installed at locations specified by the Fire District. THE DIRECTOR OF ENGINEERING TO DO SO. THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 19. All design changes to the water system shall be approved by the District Representative in *EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST writing prior to construction and acceptance of the change. PURPOSES ONLY. (CALCULATED ON A THEORETICAL THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING BASIS - ACTUAL QUANTITIES MAY VARY DUE TO FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 20. The water system shall be pressure tested in accordance with the procedures in the OMWD SHRINKAGE OR SWELL FACTORS) QUANTITIES ASSUME THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 10" STRUCTURAL UNDERCUT FOR ROAD. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH Standard Specifications. The class of pipe shall be used as the designated working pressure REGARDS TO THE HAULING OPERATION. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, for testing all pipe, valves (closed) and appurtenances. 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 11. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, E. LANDSCAPING 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE 21. Pipelines and appurtenances shall be disinfected in accordance with Section 15041 of the • PROPOSED 5 -LOT RESIDENTIAL DEVELOPMENT (TRACT #00 -186), 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN RATE OF 500 LBS. PER ACRE. OMWD Standard Specifications prior to tie -in or connection to existing system facilities. U WILDFLOWER VALLEY DRIVE, ENCINITAS, CALIFORNIA," DATED APRIL ACCORDANCE WITH PLANS APPROVED BY THE CITY Bacteriologic quality test results shall conform to the criteria specified in that specification. Z 23, 2004, PREPARED BY VINJE do MIDDLETON ENGINEERING, INC. ENGINEER. PLANS SHALL CONFORM TO THE CITY OF SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO 22. Contract Record Drawings must be submitted prior to final acceptance of work. The plans GRADING SHALL BE DONE IN ACCORDANCE WITH THE LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEEDING BY: must provide post construction verification of the location and elevation of pipes and RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. appurtenances. Z 2. FINISHED GRADING AND PLANTING SHALL BE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR COMBINATION OF 23. Contractor shall guarantee all work for a period of one (1) year after the date of acceptance W Ir B. ENVIRONMENTAL IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED for the project. Contractor shall repair or replace any or all such work, together with any other 1. STEEPEST EXISTING SLOPE = 50% BETWEEN OCTOBER 1 AND APRIL 15. A. TRACK WALKING SLOPES STEEPER THAN 6:1 work which may be displaced in so doing that may prove defective in workmanship and /or �q�FESS/ W materials within the one - year period from the date of acceptance without expense whatsoever 2. MAXIMUM VERTICAL DEPTHS: (A CUT = 4 FT, (B) FILL = 6 FT B. RIPPING AREAS THAT WILL NOT BREAK UP USING ��4 N Z 3. AVERAGE DEPTHS: A CUT 750 X 27 10700 1.9 FT ITEM "A" ABOVE. � R Ro �� () ) / F. EROSION CONTROL to the District, ordinary wear and tear, unusual abuse or neglect excepted. (8) FILL (750 X 27) / 14650 - 1.4 FT. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALVIN 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR P OR NANETTE MAYO, (714)261 -1400 PLANTING BY: 24. For all applications utilizing non -hex head bolts, including, but not limited to, T -bolts on A. ADJUSTING THE SURFACE SOIL MOISTURE TO mechanical joint fittings, the bolts and nuts shall be coated with a fluoropolymer corrosion DIP. 3- 31-116 C. NOTIFICATIONS 41975 W 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL . PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE PROVIDE A DAMP BUT NOT SATURATED SEED BED. inhibiting coating. The coating system shall be Tripac 2000 blue coating system, or District BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY approved equal. The proposed coating system shall be approved by the District prior to Eo�� OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED B. THE ADDITION OF SOIL AMENDMENTS, PH installation in the field. The coating system shall be applied per the manufacturer's CF CA�% - BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING SALINE SOILS recommendations. UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. THE CONTRACTOR IS REQUIRED TO TAKE DUE IMMINENT SAN DIEQW0 ENGINEER1Na, INC Lv � PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A p tf) IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE MODIFIED WITHOUT APPROVAL OF THE ENGINEERING VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY 4407 MANCHESTER, SUITE 105 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES INSPECTOR. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE ENCINITAS CA 92024 Z M PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED PHONE: (760) 753 -5525 Q Ln LOCATION OF UTILITIES AND NOTIFICATION OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AND ALL SECURITY RELEASED. V) COMMENCEMENT OF WORK: DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE Cr4L ENM EE PLANNING CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL LAND SURVEYM -- �O REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS- BUILT" APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D GRADING AND PRIVATE IMPROVEMENT PLANS FOR: OC 0073- CHIS. SO IN TOP OF HEADWALL DATE: LOCATION: SW BY: DATE: EL CAMINO DEL HORIZONTAL N BY: ,, & RANCHO S,AWA FE 0. DATE: R .c.E. N o.: 41975 � BY: CITY 0 F ENCINITAS TRACT N 0. 00-186 1 � RECORD FROM: Co.S.D. VERTICAL CNTRL N /A RCE EXP: STEVEN R. CROSBY DATE: l 1 2� QAITTE: (' ELEV: 119.476 DATUM: USC & GS �� p(p, 3 -31-06 SHEET 2 OF 4 U: \1 DATA \eng neering\ 4545 \dwg \Improvement\ mp- Sht2.dwg, Dote. 4 -7 -04 FILE NO. 4645 PORTION OF_ 218.00' VG_ HIGH POINT ELEV = 184.69 _ HIGH POINT STA = 16+21.04 PROFILE J ' PVI STA = 15+12.04 _ - - PVI ENV - 184.69 TOLL FM HORZ. 1 " = 40' - _ _ _ � �K •= 29.23 _ __ _ _ ° VERT. 1 = 8 - - - + _.. _ g _ _ _ _ - - _ . . g OD N PVT STA 11 +98.50 _ - - g co r __ __ ___.- __ - - - -. .._ -- - -r __ __ ___. ______. __ -._- _____ __. ___._ __. - -- __ _._ - _ _ -_ _ _ __ -_ __ -_._ -- - __ - -_ _. _ -__ _ • 0 PVt ELEV .. ?61.30 o g ry a n + Q X �. r ao ao n Fp I I V_ 25 x N F- J 00 4 AS � Y r _ DJ _ A.D. - - 7.50 ___ _ _ __.. _ _ __ _ M �. - _ _ __ s __ __ "� _ x M _ I - _ K = 5.73 r m N � � r o0 �< N i 000 _.� N v v go _ .- .._.._ - -- - -- - -.___ - ._.- .. -.._ __ __. .___ -._. _. _- - -..__. ._ - -- ..- W N .}� ... __ -_ r �.. .. r r 118. 1/V c6 +� ^ N _ _ -. - a r� r � '� � � W r N V t i N r w -' oo r _ U M J • 14 L /14 L/14 L/14 L/14 L,/ 4 114 -L�114 Lf 14 1.14 L/14 14 Lf 14 L/i4 + c, N w N GRADE o g • N N r N < J W 1 _ - - 'n ` _._ _ _._... - - - L =253.76' _ - _ - �nw / 1.73 CLR N �m L/14=18.1 _ - r # - -- I r ^ H J W c' O r _ N W O r -- , + Z -- r H PVt STA : 10 +41.50 _. _ ± N r < N / __ _.. _ _ _ _ __. o __ _ < __ __ _..._ __._ ._ __. __ _._._ _ __._ _- _._ . __... -- - _ ._ C UL-DE-SAC PV1 ELEV 137.82 r o r W __. __ _ J"I __ - / IS11NG ° 0 I SCALE: HORZ. 1"=40 < N - GROUND _ x W _ . _ _ . - _ _ - .. _ VERT. 1 =8' A.D. 13.46 - J o o� - K . - - -- - -- -.�. W -- - -- -- , -� � � � w Lam-- - n 415. VC .10 J i d U � � ____ < .0e TOP OF 8" PVC WATERMAIN + ? O 'o / (CL -200) - - - - _ - - - -- • r + NN �p / - U 0 -- �� _.._ 150 M + +n .0 ��- _ -� +N r i r O M O r _ _. _- _. - - _. - - - - - - -.. _ - - r - - - - -- - - - - _ _ > p ♦ f. _- _ _ - _. __ .. - - _ _ - - J r - x x J J < N r r < N �� • U CAUTION: __.- _.._ -_ - - -- - _- __- ....___ -__ _ < __ .�o w , N _ - __ - -- ___.- __. _ __ _ ___- __ ___ __._____.__._.._ - - - -._ ---- -__.__ . J r - - - - _ > oN p W N i I - -. _ _ . EXIST. 30' ESCONDIDO r v ul N OUTFALL SEWER < W - CONTACT THE CITY OF ESCONDIDO o - / STO RAIN + t° -' -- _ _ -- ___ _ -- .- -- -. - -_ -_�- _ -- • --- - - - - -_ __ __ _ _ . _ _ _ _ - � - R1i+IG- .DEPART#�tl�i�T- 4P -RlOI� _ TO- r _ / -- - j N a CONSTRUCTION WITHIN THE CITY OF __ _ _ _ _ _ _ _ °i _ ._. _ ... _- _ - -- - - - -- _ _ - -_ _ ___ . _ - _ _ N __ N N - __. _ _ _ _. _._ _ -- _- CONOlDO OUTFALL SEWED EASEMENT. M TE M M M t- __ _ - -- __ _ _ __. _ . _ __- _ - - _ _ _ .. _ _ _ _ __ _ _ _ ___ _ CONTACT HOM! NAM 760 839- 4651 STA t$ +06.00 1 • so>E ( ) x N i N x • EXT. 3862. f T.O.P. 133.46 P.O.C. _ _ __ 1v RCP _ ° . STO ORAIFI 6 + r - _ 130 �_ � N CL - - _ t M L =41. 3' L =41.63' - - - - + r o N L/3= 13.88' L/3= 13.88' r d _ a < c i n ~ WEST CURB RtIURN PROFILE SCALE: HORZ. 1 " =40' SCALE: HORZ. 1"=40' _ F M ELEV 133.411r - - - - _ - - -. j PVI STA - 10 +39.09 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 �. CAUTION: WATER) / �''✓� -, EXIST. 30" ESCONDIDO �\ / `v 10000 _ 1' i J OUTFALL E \ \ ISTING 8 , SD-- -34 0 ' v' A � _ � WATER LINE DATA TABLE EX 0� 1 LOT 7 TEE WITH GATE a' Y,. 7 v- ' ,9 < LINE BEARING VALVE PER ' �_`` TRAIL ` \ - f DELTA RADIUS LENGTH " REMARKS / - -346-05 ��►SEM N'� PER AL MAP - - L1 N21* 01 31 E 133.20 8 PVC CL -200 SO 001 \ "1 ` ` " \ J d� f f L2 N39'20 46"W 67.93 8 PVC CL -200 CURR \ - `. �- / � ��'; ' ^ ' `• _ _ - Cl 60'22'17" 256.00 269.74' 8" PVC CL 200 I ; • �x _ o _ _. - CENTERLINE DATA TABLE ti ER. SDRSD D 2 �; \ `` C 176.5 �\ - - _ LINE BEARING DELTA RADIUS LENGTH L1 N21'01'31 "E 139.20' a \ :� i RA L2 N39'20'46"W 99.43' c I s PROPbS M \ '� / Cl 60'22' 17" 250.00 263.42' SYSTEM PER 14 . 2 STA 13 +48.85 STA 14 +70:5 \ -6.00'R .00-6.00'R 'ti3 �'• <'�'` --SDRS0LJD=Z5 9 7 W AN CAIP TC 172.70 1 �SSEMaLY/ CURB LINE DATA TABLE x LI NE BEARING DELTA RADIUS LENGTH POP S FIR MAIN Na �' � �? P R S - 4 47 i y 1 •�' r L1 S21'01 '31 "W 19.13' • \ n - 9 . 2 V REMOVE EXISTING • � �Jq ; , •:, ,, - __ _ - L2 S3 0 46 E 6.44 1Q Z , ` CAP ASSEMBLY do �� / ` °.- 1 . <.. � GRR�S ^LMIED AL.E � ,.. ,� � � 6� �` B �° lg� L3 N39'20'46W 6.44' _ INSTALL NEW B.O. ' 64 / J S A 16+46. 23 ;\ t x �''� �' - /Ct rg _ 4 6' y ,�, c, 90 " 28.00 45.2 ROLLED CURB TO U R B DETAIL A ASSEMBLY do 13 3�. X8.92 A •� � 8 >> C2 01 53 32 262.00 8.65 CLM NOT TO SCALE PVC WATERMAIN c3 33•, 8'27" 2 s 2. 00 207.53' OUTLET TRANSITION z TERMAI ? l ; / _ 1 ta o C4 53'58'05" 28.00 26.37' - C5 287'56' 10" 40.00 201.02' NOT TO SCALE W CON E ° TRA1L CROSSING / \ t S �x { "{ _ b C6 53'58'05" 28.00 26.37' W r ti • � yy ,7 �� * f f Z 89.20 ,• :.. ,, 1 � � . ��•,� �� f -_.- C7 21238.00 ,.;, , i '00'00" 25' _ C8 90 28.00 4 . ' A 1 6' �6�''' �' LIST Z EXTSTI IfiUt +2p 07/ // Lv Unds round Urvtce Al�rf " PER WG. ,CS -� 4 // ,� SCALE 1 40 p Calk ° ca N \:. \ 1 - \ • S r i` 0 40 60 80 120 +22 -4t 33 ;% l Q / o f � \ 2 j ' 1 f DE DRIVEABLE jlcc TO / o _ I o/ �� , X ESIbONDIDO OUTFALL SEVIER � N � Y°°= > ' STORM DRA11'1 '� ,, �, �� "W I y .�'� I t f, EASEMENT FROM NARCISSUS SUMMIT NOTES: AEU W i �/ (BO!TH SIDES OF STR - a R• SAN DIEM"O NrC PER DWG. •� 2 o 40' ESMT 7D .11t:TM.t . ,` E,M CR - Ll) 4568 -G r �� to �,�+ # r O1 NO PARKING FIRE LANE SIGNS AS PER ENCINITAS FIRE �� o� i" �� y + p + /. , o PER DOC.� m 1 2 _ o � � + ; ; ; DEPARTMENT STANDARD. MAN S UITE 105 ENCINITCA92024 I ' . _ ' ^ 3 ` �. .G REC.- � / c 20' ' ES CONDIDO t) ALL _ h 110. 41975 1 Z M PHONE: (760) 753 -5525 ; % 1W 4 < '� �- 1 \ --� �-� F,�a� nnaP / � � ESMT ER FlLE NO. 73 -06 946 Q Exsr�.vG- �.tvlr� .3TtT.�'�'1L��'� :�lTis�/1' �, EW. 3 3t-06 � Q � ( .; o / / 1; M.*w .✓AAe EST . O /80bi� f LOT 5 t � ; q' ;, ( Tt cer •v amiss l-c�oh ; C 1 ` ,! (/1 � � ftECF�fAT101�tA1 TR�IL i � � - _ ��! ; {` ; ^�,' i �p �"c. .�.r�us2�' ,!»sro .r�.i..J��c� Aa+e��.u�►/r' � 0 111 CW L EN«INEERINO PLANNM EMENT PER F INAL P �f i 1 / ,`, / � 200 - �d oGGS� f C Al E 'M�°► NA CISS (P T i �� ' ' I ; �a i 0 LAND MAVEYMC3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE AS -BUILT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. _ DESCRIPTION: COUNTY BENCH MARK NO PLANS PREP RED UNDER THE SUPERVISION OF RECOMMEN APPR D GRADING AND PRIVATE IMPROVEMENT PLANS FOR: OC 0073- CHIS. SO IN TOP OF HEADWALL DED h � BY: SAN OOR• EL CAMINO DEL HORIZONTAL DATE: . 41975 BY: BY' CITY 0 F ENCINITAS TRACT N 0. 00-186 1W NORTE & RANCHO SANTA FE RD. R.C.E. NO. RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL 8 RCE: EXP: STEVEN R. CROSBY EXP. 3 -31 -06 GATE: I i23 a 4 DATE: _ L/3 �3 ELEV: 119.476 DATUM: USC do GS SHEET 3 OF 4 Nf1 FILE NO. 4546 U: \1DATA\ engineering \4545 \dwg \Improvements \Imp- Sht3.dwg, Dote. 4 -7 -04 3: GRAVEL BAGS NOTES 1 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET 4 BY 4 IN 10 BY 10 C . SET POSTS AND EXCAVATE A 2• STAPLE WIRE FENCING TO AYS BASED UPON THE FOLLOWING AI) THE POSTS. PU BLIC F RIGHT _ AND DRIVEWAYS OF -WAY H LOPE FROM AND FORMULA: �� ALONG THE LINE OF POSTS. GRAVELBAGS SPACING (FEET)- 1.5' N STREET SLOPE FLOW - ' I EXAMPLE: 12.00% STREET 1.5' = 12.5' SPACING �� j / 8" MIN. 0.12 �/ I GRAVEL BAGS OVERLAP 4" VERTICAL FACE ONTO SLOPE - EMBEDDING DETAIL P�fILE 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE �-- ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT 4 IN (10 CM) SITE EROSION. ANGLE FIRST STAKE TOWARD EXISTING GROUND PREVIOUSLY LAID BALE —;f — PUBLIC RIGHT -OF -WAY IN 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A 3. ATTACH THE FlLTER FABRIC TO 4. BACKFILL AND COMPACT THE s , REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. — ADJUSTING /REPLACING GRAVEL BAGS AND ONGOING INTO THE TRENCH. ; MATERIAL CLEANUP. - � -� '• +� I 3 FT (0.9 M) MIN. FLOW 14'MfN. WIRE OR NYLON ° ., ass = :,'t BOUND BALES 4.) STABILIZATION OF SLOPES IS REQUIRED UPON y = ''•L'r — I _ - ,i - -�,� , 's'r, _ • PLACED ON THE CONTOUR COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED I RUNOFF FILTER FABRIC ; 1r( '/ ''• = :'' Pldd - - - PLANTING, ETC. NTING, PUNCHED STRAW, ). I I f ' :fi' t - __ 2 RE BARS, STEEL PICKETS OR I - WIRE ' _ - - - -- 2X 2 STAKES 1 112 TO 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE PROVIDE TRANSITION DISCRETION GRAVEL BAGS, STRAW (, GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS 2' IN GROUND BETWEEN STABILIZED CONSTRUCTION AT HIS OR HERD / - — BALE DIKE OR SILT FENCE PER DETAILS ON THIS / ACTS AS SPILLWAY WITH ENDS OVERLAPPED ENTRANCE AND PUBLIC RIGHT -OF- SHEET. ANCHORING DETAIL WAY * DRAINAGE AREA LESS TFU4N 1 ACRE AG CHECK DAM DETAIL STRAW BALE DIKE DETAIL STABILIZED CONSTRUCTION ENTRANCE SILT FENCE GRAVEL B NOT -TO -SCALE NOT -TO -SCALE NOT -TO -SCALE NO SCALE 3 BAGS HIGH - MAXIMUM ' -6' BURIED 2 BAGS HIGH - MINIMUM s ao I TEMPORARY GRAVEL BAG CHECK DAM NO SCALE f - \ P �- + J �' ) ATE: / j \ - ` STABILIZED CON / 1ET SEE DETAIL ON TH �S OF GRAVEL BAGS. - 4� GRAVEL BAGS U_ STAGGERED IN SUCH E WAN TP ALL W DRIVING ' h ` ROAD. E j'DE AILS -VN SHEET. / H K DAM �. �j7 Ta 1 , Y ✓ \ LLI Z W O SCALE 1' = 40' 0 40 60 80 120 U-) C� o �dFESS/ W N In R. C p u) SAN DIEGUITO INC Z M X31 4407 MANCHESTER, SUITE 105 Unde rou I V nd Service Alert 110 41975 ' r / ENCINITAS, CA 92024 PHONE: (760) 753 -5525 CoN: TOLL FREE N �f CIVIt QA' I - am OF Ckk-% O C VL G e PLANNRVG 422 -4I33 LAND "VEYI�IO ENGINEERING DEPARTMENT DRAWING NO. n zmwmxvwm R DATE REFERENCES DATE BENCH MARK SCALE "AS- BUILT" - DESIGNED 13Y I REVISIONS APPROVED APPROVALS CITY O F E N C I N LTA z `.. PLANS PREP RED UNDER THE SUPERVISION OF RECOMMENDED APP R EROSION CONTROL PLAN FOR: � p DESCRIPTION: COUNTY BENCH MARK NO /6/7/0 z OC 0073- CHIS. SO IN TOP OF HEADWALL HORIZONTAL 40 BY: � DATE. : ' �� Ia.l LOCATION: SW CDR. EL CAMINO DEL D R.C.E. NO. • 41975 CITY OF ENCINITAS TRACT NO. 00 -186 1412- is MAC NORTE do RANCHO SANTA FE RD. RCE: EXP DATE: I I Z DATE: 1IZi962,_f__ co 40 RECORD FROM: Co.S.D. VERTICAL CNTRL N BY EXP. 3 -31 -06 SHEET 4 OF 4 � F ELEV: 119.476 DATUM: USC do GS �- / FILE NO. 4645 U: \1DATA \eng neering\ 4545 \dwg \Improvements \Imp Sht Date: 4 -7 -04