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2000-6544 G (Plans) COSTA Ate• LA a HOLLOW p BLUE HERON r" HOLLOW P ROJECT GRADING AND IMPROVEMENT PLANS DRIVE Q � LOCATION FOR WORK TO BE DONE cn of p ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC QUAIL WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK), THE SAN DIEGO STANDARD SPECIAL / PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY LEUCADIA o S� G D R IVE ECKE RANCH x DRIVE > THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL DRAWINGS (LATEST vQi r ERB EDITION), AND THE STANDARDS AND ORDINANCES OF THE CITY OF ENCINITAS. LEUCA IA OLIVENHAIN Z RD. LEGEND EN I N I TAS ITEM �,�� DRAWING NuMe ( ER ) 0 s= 7� G VIE EN W ---- - - - - -- q, o R GENERAL N ___________ - -- � GRADING NOTES TES LOT LINES, R PACIFIC 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED EXISTING CONTOUR ------------ - - - - -- -1450 . � OCEAN ° STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHAD_ FINISH CONTOUR ----------------- - - - - -- �1 Z o MTN V15 R. DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF t;}'► a o u' :3 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL P a OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PROPOSED CUT SLOPE - - - - - - - - - - - - - - - - - - - - - ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING (2:1 MAX INCLINATION ENCINITA 0 BLVD. 2. THE SOILS REPORT TITLED " REPORT FOR PRELIMINARY SOILS INVESTIGATION IONS HE/SHE SHE SHALL STATE THAT OBSERVATIONS AND TESTS PROPOSED FILL SLOPE POJECT NO. 1147D4D" PREPARED BY CATLIN ENGINEERING AND WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT (2:1 MAX INCLINATION - - - - - - - - - - - - - - - - - - - - ASSOCIATES, INC. DATED MARCH 29, 1999 AND ASSUMED GEOTECHNICAL IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ENCINITAS ENGINEER OF RECORD RESPONSIBILITIES BY PSI ENGINEERING DATED 9 -30 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS PROPOSED SPOT ELEVATION - - - - - - - - - - - - - - - - - - - 1459.5 SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS THEIR INTENDED USE. FINISH GRADE ELEVATION - - - - - - - - - - - - AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES - - - - - - - - F.G 1379.87 TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. VICI NITY MAP 3. APPPR AL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO DRAINAGE DITCH (D -75) - - - - - - -�� NOT TO SCALE ON AND TYPE OF PUBLIC DRAINAGE FACILITIES, NOR OF ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY EARTHEN SWALE (SLOPE X do DIRECTION OF FLOW) - - - - - - - - - 1_X MI AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND OWNERS / PERMITTEES IMPROVEMENT PLANS. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND RIPRAP ENERGY DISSIPATOR (D -40, TYPE 1) - _ _ _ _ _ _ _ • PALL ECKE III GRADING. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD • SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE P.O. BOX 230488 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE DRIVEWAY G -14 (16 FT. WIDE) - - - - - - - - - - - - ENCINITAS, CA. 92023 -0488 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL 6" PCC CURB G -1 54 LF. 6" CURB ------ - - - - -- SO ILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE TO CONDITION EXISTING PRIOR TO GRADING. LEGAL DESCRIPTION EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 " AND THEN 6" A/C DIKE G -5 TYPE A 227 L.F. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE - - - - - - - - - - - - TYPE A DIKE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND PRIVATE SURFACE MrIPROVEMENTB LOT 17, MAP 14057 ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE RIGHT OF WAY /LOT LINE- - - - - - - - - - - - - - - - - _ APN 254- 611 -07, 09, 10 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, EASEMENT LINE- - - - - - - - - - - - - - - - - - - - - FOR CONFORMING TO ALL LOCAL., STATE AND FEDERAL SAFETY AND PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND - HEALTH STANDARDS, LAWS AND REGULATIONS. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND SURFACE -_ C C. . __________________ - TOPOGRAPHY - GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT P. OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE A/C SURFACE - - - - - - - - - - - - - - - - - - - - - _ PREPARED BY: SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. �'""••' SAN -LO ARERIAL SURVEYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 4875 VIEWRIDGE AVE. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE 6 DG SURFACE- - - - - - - - - - -- - - _ _ _ _ _ _ _ - SAN DIEGO, CA. 92123 -1667 PRESENT, CITY INSPECTOR, CML ENGINEER, SOILS ENGINEER, SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE DATED: AUGUST 10, 1999 GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL CALLING (760) 633 -2770. BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR PRIVATE DRAINAGE MOVEMENTS REFERENCE DRAWINGS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO THE DISPOSAL OF ANY SUCH MATERIAL PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER EXISTING STORM DRAIN - - - - - - - - - - - - - - - - - IE= FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH HYDROSEED GRAD ING AND PRIVATE IMPROVEMENT PLANS ALL CONDITIONS AND REQUIREMENTS. THE CITY ENGINEER MAY PROPOSED STORM DRAIN (D -60) - - - - - - - - - - - - - - a _ IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 11- UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 6:1 HORIZONTAL TO VERTICAL OR STEEPER AND WHEN THEY ARE: CURB INLET TYPE "B" (D -2) - - - OWNER'S CERTIFICATE SECURITY, AS- GRADED APPROVAL ( CERTIFICATION SHALL BE PROVIDED E OF B. FIVE FEET OR MO E IN HEIGHT IN CUT FILL AREAS. AREAS, UNLESS SLOPE IS CLEANOUT TYPE "A -4" (D -9) - - - - - - - - - - - - - - - STATING: "THE GRADING UNDER PERMIT NO. & -G HAS BEEN NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY WING - TYPE HEADWALL D -34 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." ENGINEER. ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 2. CONTRACTOR SHALL IRRIGATE TO MAINTAIN THE MOISTURE LEVEL OF WATERLINE - - - - - - - - - - - - - - - W I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THE SOILS AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE THESE PLANS WITHIN EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS HYDROSEEDED AREA. SEWERUNE - - - - - - - - - - - - - - - S AFTER ISSUANCE OF THE CONSTRUCTION PERMIT, AND TO PURSUE SUCH HYDROSEEDING MIX CONSIST OF ALL THE FOLLOWING: WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, A. SEED MIX SHALL CONSIST OF NO LESS THAN: SEWER FORCE MAIN - - - - - - - - - - - - - - IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH EROSION CONTROL 1. 20 LBS. PER ACRE OF ROSE CLOVER THIS PROJECT OR UNDER MY CONTROL 2. 20 LBS. PER ACRE OF ZORRO FESCUE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 3. 3 LBS. PER ACRE OF ESCHSCHOLZIA CAUFORNICA OWNER: I6-3R % LL -PAUL ECKE III AT (760)431 -5600 24 HOURS. 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOUA ADDRESS: � ia0. Lyle% GAS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 5. 3 IBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) colfts imdJ. 0q 4200 fr AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 6. 1/2 LBS. PER ACRE OF DIMORPHOTECA DIRT QUANTITY ESTIMATE NOTES: NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 7. ITEMS C. D. E. AND F OF THIS SUBSECTION MAY BE OMITTED t. ALL QUANTITIES SHOWN HEREON ARE FOR ,A A CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF PERMIT AND BONDING PURPOSES ONLY 8 � �� ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT EXCAVATION C TEMPORARY DEVICES WHEN RAIN IS IMMINENT. (UT) = 9500 CU. YD. SIGN E pq VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL EMBANKMENT (FILL.)= 1980 CU. YD AND NOT INTENDED FOR BIDDING. 00 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED STRUCTURES. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2. CONTRACTOR TO VERIFY EXACT QUANTITIES O 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A CU. YD' FOR CONTRACT AND PAYMENT. LO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY CU. YD. SOILS ENGINEER'S CERTIFICATE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER DRIWNG OR BROADCASTING BEFORE HYD ROSEEDING. 3. STEEPEST SLOPE IN GRADED AREA 40 x . 00 EACH RUN -OFF PRODUCING RAINFALL 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB COMPOST .. f,5CO CU. Y� lqd 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 4. MAXIMUM DEPTH OF CUT 5 FT. I, EDDIE DIZON , A REGISTERED CIVIL ENGINEER IN THE STATE OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG 5T ESTrMAI'e omLy MAXIMUM HEIGHT OF FI 16 FT, CALIFORNIA, PRINCIPALLY DOING BUSINE IN THE FIELD OF APPLIED INCOMPLETED GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES ATTACHED TO, OR PRINTED ON SAID CONTAINERS. VMfY EXACT' VOLUME BY C9055 5EL 00 IL MECHANICS, HEREBY CERTIFY THA A SAMPLING AND STUDY OF THE 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE T76N WHICH MAY ARISE. METHOD P91 TV AND AfTE 1R REMOVAL 5. AVERAGE DEPTH OF CUT L ____FT. 00 � � SOIL CONDITIONS PREVALENT WITHIN THI SITE WAS MADE BY ME OR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AVERAGE HEIGHT OF Fl HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. u 9 FT. UNDER MY DIRECTION BETWEEN THE DATES AUGUST 1998 AND SEPTEMBER PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 Q 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL OF THE CITY - ENGINEER. FURTHERMOR I HAVE REVIEWED THESE GRADING GRADING PLAN SHALL BE INCORPORATED HEREON. WHEN STRAW IS USED R MUST BE ANCHORED TO THE SLOPE BY PLANS AND CERTIFY THAT THE RECO NDATIONS INCLUDED IN THE SOILS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE SOIL P O S AND SPECIFICATIONS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE, 16 -20 -0, DRA�Tjrj M THE END OF EACH WORKING DAY WHEN THE FIVE 5) DAY RAIN DECLARATION OF RESPONSIBLE CHARGE PROBABILITY FORECAST EXCEEDS FORTY (40X). T D OTHER WITH 15X SULPHUR APPLIED AT THE RATE OF 500 IBS. PER SILT AN tV Q p'OFESS /p ACRE I HEREBY DECLARE THAT I AM THE ENGINEER OF WO DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. RD rM THIS MROJECT I SIGNATURE RCE 57217 12/3 1 01 DATE "' 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO THAT I HAVE EXERCISE RESPONSIBLE CHARGE OVER THE DE56N OF THE �� Q� �Q``� Q g.DO 0 • F 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE HYDROSEEDING BY: PROJECT AS DEFINED IN SECTION6703 OF THE BUSINESS AND PROt55 TOMS PROFESSIONAL SERVICE INDUSTRIES, INC. No. 5721 i EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OF A CODE, AND THAT THE DESIGN IS CONSISTENT WR - H CURRENT STANDARDS. EDDIE M. JOIINSO DAT 14- THE SLOPES SHALL BE STABILIZED WITH PUNCHED COMBINATION OF: R C. E. 40318 $ � 7 6867 NANCY RIDGE DRIVE, SUITE E Exp. 12/31/D! STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE 1. TRACK WALKING SLOPES STEEPER THAN 6:1 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPtUff- MAIIONS EXP. DATE: 12131ft SAN DIEGO, CALIFORNIA 92121 OQ TEL. (619)455 -0544 * * EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "" 8Y THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT Uo7 mr CNru �, CALIFORNIA DEPARTMENT OF CONSERVATION. ABOVE RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT 00 � � � OF c B. CONDITIONING THE SOILS SO THAT SUITABLE FOR PLANTING BY: DESIGN. °0 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP • BUT NOT SATURATED SEED BED. ERB ENGINEERING, INC. (� QROFESS� 2. THE ADDITIONAL OF SOIL AMENDMENTS, PH ADJUSTMENT, 12320 STOWE DRIVE, POWAY, CA 92064 �� %0 "AE[ oy9! Z N �, •� � - . LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER -DISTRICT ENCINITAS FIRE DEPARTMENT LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE TEL (858)748 -2130 � ENGINEER OF WORK CONDITIONS FOR GROWTH. 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS °C o , g ENGINEERING. /yam ERB ENGINEERING INC GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR By; DATE: fl O Ems. >f �, t AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL EDDIE M JOH ON RCE NO. 40 18 s Z Q �D SURVEY / � EXP. 12/31 / 3 ` THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. � LL: AN AMERICAN INDIAN FIRM 12320 31 ri1rE DRIVE WE. E, PMAY,GA 92084 � f-- BY. 2.3 i �• � W CL (WS) 748-2130 / FAX (M) 74e- DISTRICT ENGINEER Date: ISTRI E INEER Date: FIRE MARSHALL Date:______ �J REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY °' I RFL- OG1� sLaPc APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w AMP 4- IYI)�sl�cj NcsTE DESCRIPTION: S.D. COUNTY ENGINEER'S MON P PREPAR NDER SUPERVISION OF: Z oc 174 -1969 HORIZONTAL 1 " =40' ��- RECOMMEN A D RADING PLANS FOR: PAUL W Q z D SHEET S LOCATION 16' S OF C.L. BRITANY ac DATE: 1 E DIE M. JO oN �' ECKE RANCH Z 24' E f OF C.L XONY l R.C.E. NO.: fi44 -G as 3 RECORD FROM: COU NTY OF SAN DIEG VERTICAL NONE � a O / ENGIN E R E (P. DATE: „Z/ /. Q ! DATE: Z4 REMOTE F ACILITY ELEVATION: 241.15 DATUM MSL a 1 (( W WORK PROJECT N0. SHEET 10 _ F0 J.O. 99 -55 J.O. 99 -55 OLIVENHAIN WATER NOTES FIRE PREVENTION NOTES L.C.W.D. SEWER NOTES ENGINEER'S SPECIAL NOTES ENGINEER'S SPECIAL NOTES CONT01.1 PRIOR TO THE DELIVERY OF COMBUSTIBLE MATERIALS ON THE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1. 1. LCWD ACKNOWLEDGES THAT A PRIVATE SEWER LIFT STATION WILL 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE 20. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN PROJECT SITE, WATER AND SEWER SYSTEMS SHALL SATISFACTORILY BE REQUIRED FOR LOT 17 MAP 14057 . THE OWNER SHALL BE RESPONSIBLE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE PASS ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC WATER FOR MEETING ALL BUILDING, PLUMBING, AND ELECTRICAL CODES CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING THE BUILDING OFFICIAL IN WRITING THAT: AND SEWER SYSTEMS. IN ADDITION THE FIRST LIFT OF ASPHALT CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL- WEATHER AND CITY OF ENCINITAS REQUIREMENTS WITH REGARD TO THE LIFT SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO 1997, WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY STATION. ALL LOCAL AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE OF THE STANDARD SPECIFICATIONS FOR EMERGENCY VEHICLES. SAID ACCESS SHALL BE CAl10NS ON THE JOB SITE AT ALL TIMES. MAINTAINED TO THE SATISFACTION OF THE FIRE DEPARTMENT. REGULATIONS. SOILS REPORT, 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, 2 EMERGENCY ACCESS ROADWAYS, WHEN REQUIRED, SHALL BE PROPERLY 2. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED . SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO IDENTIFIED AS PER FIRE DEPARTMENT STANDARDS PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS AND COMPACTED, AND . BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS C. THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE 3. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 16 FEET IN WIDTH DURING OR AFTER CONSTRUCTION. THE DISTRICT'S INSPECTOR. DURING CONSTRUCTION AND SHALL IM MAINTAINED CLEAR AND FREE RUCTION. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF THE NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY SOILS REPORT. DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 OF OBSTRUCTIONS DURING CONSTRUCTION IN ACCORDANCE WITH THE UNIFORM FIRE CODE. 3 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, HOURS IN ADVANCE OF WORK. TO THE L.EUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE 21 ROUGH GRADING APPROVAL OF ENGINEERNIG GRADING PERMIT 6544GR IS ADDRESS NUMBERS SHALL BE PLACED IN A LOCATION THAT WILL 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 4. AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE. FINAL APPROVED GRADING PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL SOLE NEGLIGENCE OF THE ENGINEER. ALLOW THEM TO BE CLEARLY VISIBLE FROM THE STREET FRONTING ST SHEET TO BE SLIP SHEETED INTO BUILDING SET BEFORE FINAL BUILDING PERMIT PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE STRUCTURE. THE HEIGHT OF THE ADDRESS NUMBERS SHALL CONFORM OF FINISHED GRADE OF STREET. S FIRE DEPARTMENT STANDARDS. STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, ISSUANCE. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL 5. STRUCTURES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER CONFLICT THE LCWD SEWER STANDARDS GOVERN. STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE 22 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF SYSTEM INSTALLED TO THE SATISFACTION OF THE FIRE DEPARTMENT. WITH THESE PLANS, AND THE RESPECTIVE IMPROVEMENT PLANS. IF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. PLANS FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE 4.OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF APPROVED BY THE FIRE DEPARTMENT PRIOR TO THE ISSUANCE OF REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY SHUTDOWN. BUILDING PERMITS. EXCEPTION. ANY WORK CALLING CANG THE ENGINEER OF WORK AT (858) 748 -2130. 6. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS THE CONTRACTOR SHALL ALSO TAKE NECESSARY STEPS TO PROTECT FOR HIGH - LINING, TEMPORARY SERVICES, ETC., PRIOR TO 5. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. AND THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY 7. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS, SHALL APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY NOTIFICATIONS 6. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT WHENEVER POSSIBLE. REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE 8. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY OWNER. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND ' AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH 7. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY CONSTRUCTION. EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION 10. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED TO THE LCWD OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS LOCATED THE WORK SITE. IS THE CONTRACTOR'S DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER 9• CONNECTIONS TO EXISTING SEWER PIPE CLEANOUT SHALL ONLY BE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND 11. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMMENCEMENT OF WORK: SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING ALLOW SUFFICIENT TIME FOR REVISIONS TO THE PLANS IF AS BUILT COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL A. SEWERS - LEUCADIA COUNTY WATER DISTRICT -(760 753 -0155 SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE B. GAS do ELECTRIC -SAN DIEGO GAS do ELECTRIC- 00 422 -4133 HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. DESIGN. C. WATER - OLNENHAIN MUNICIPAL WATER DISTRICT-(760) 753 -6466 SIDE OF THE WATER METER. PROVIDE MINIMUM OF 48 HOURS NOTICE TO LCWD. 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT 12. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH D. TELEPHONE - PACIFIC BELL-(800) 422 -4133 EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF E. CABLE TV - DANIELS CABLEVISION -(760) 931 -7000 HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR CONTRACTOR SHALL REPLACE ITEMS REQUIRED TO REMAIN IN PLACE TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WHICH ARE DAMAGED DURING THE COMPLETION OF THE SATISFACTION 13. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE OF THE APPROPRIATE AGENCY. WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A INSTALLATION OF VALVES. LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO 14. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL USE OF JOINT COUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTION PER WAS COMPLETED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION COUPLING (2 DEGREES PER JOINT). NO BENDING (CURVING) OF PIPE AND REMOVAL. 7. THESE PLANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE SHALL BE PERMITTED. APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. 15. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN FIELD CONDITION MAY DICTATE ADDITIONAL IMPROVEMENTS, THE ACCORDANCE WITH SECTION 15041 OF THE STANDARD SPECIFICATIONS COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE NEGOTIATED PRIOR TO PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. CONSTRUCTION. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE REQUIRED DUE TO FAULT OF THE CONTRACTOR SHALL BE AT CRITERIA SPECIFIED IN PARAGRAPH 3.06 OF THAT SPECIFICATION THE CONTRACTOR'S EXPENSE. SECTION. 8. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, 16. METER BOXES FOR 2 -INCH SERVICES AND SMALLER SHALL BE WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE FIBERGLASS REINFORCED POLYMER CONCRETE (RPC) MANUFACTURED BY ENGINEER OF WORK, IN WRITING, WHENEVER THESE PLANS SEEM ARMORCAST PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, OR UNCLEAR. APPROVED EQUAL. METER BOX SIZE SHALL BE 17" X 30 ". 9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN ALL NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ON SITE AT ALL TIMES FOR USE BY WASTE AND STORM WATER DISCHARGE COMPLIANCE SAND BAG NOTES FOR EROSION CONTROL THE ENGINEER, AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDENT IS REQUIRED TO UPDATE SAID PLANS DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS 1. SAND BAGS SHALL BE SPACED AT 25', 50', AND 75' WITH AS -BUILT INFORMATION ON DAILY BASIS AS WORK PROGRESSES OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) Order No. 92 -08 -DWG INTERVALS MINIMUM ALONG ALL PRIVATE DRIVEWAYS WHERE SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS (NPDES GENERAL PERMIT NO. CAS000002) WASTE DISCHARGE REQUIREMENTS SLOPES ARE 6 %, 3 %, AND 2% RESPECTIVELY. ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION 2. SAND BAGS SHALL BE SPACED AT 125' INTERVALS MINIMUM BECOME THE PROPERTY OF THE ENGINEER OF WORK. ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION WHERE GRADES ARE 1 % OR LESS. 11. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE 3. SAND BAGS SHALL BE PLACED ON THE UPSTREAM SIDE OF INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF ALL DRAINAGE INLETS TO MINIMIZE SILT DEPOSITS IN THE CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT INLETS AND PIPES. TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. (N01) WILL BE FILED WITH SWRCB. A COPY OF THIS PROJECT SHALL BE FILED 4. MINIMUM HEIGHT OF SAND BAG CHECK DAMS SHALL BE 12. DITCH ELEVATIONS SHOWN ON THESE PLANS WERE DETERMINED BY WITH THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE 12 INCHES. INTERPOLATION FROM THE AERIAL TOPOGRAPHY. ACTUAL ELEVATIONS COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS MAY VARY. CONTRACTOR SHALL ENSURE DRAINAGE FLOWS INTO PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. CONSTRUCTED LINED DITCHES, AND REMAINS THEREIN UNTIL 00 DISCHARGED INTO UNDERGROUND DRAINAGE SYSTEMS OR ENERGY IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION PRIVATE ROAD WIDTH AS SHOWN DISSIPATOR DEVICE. 0 OF THE PROPERTY COVERED BY THIS GRADING PERMIT N0. -G, AND As SHOWN vnoTH AS SHOWN As SHOWN a O PENING � 13. OWNER SHALL KEEP SIGHT DISTANCE AREAS AT INTERSECTIONS CLEAR BETWEEN BY SWRCB ORDER NO. 92 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS SANDBAGS ROW ONLY) .� OF VERTICAL OBSTRUCTIONS. NO PLANTING SHALL BE ALLOWED TO I THERETO, SHALL COMPLYWITH SPECIAL PROVISION AS SET FORTH IN SECTION ��,� i ROW HIGH � �� GROW GREATER TAN 24- INCHES HIGHER THAN PROPOSED GRADE. 00 C -7 OF SWCRB ORDER NO. 92 -08 -DWG. \� \ \� z ROWS HKH r y 14. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS CAUSED BY DEMOLITION OF STRUCTURES, OR REMEDIAL GRADING. NO ON -SITE ^ . rC um;i I.IOl Ai�y ii' / /� /� /� / /� / � ENGINEER. I ALLOWED SEE THE PROJECT SOILS REPORT FOR PRELIMINARY 00 I/ LO OWNER OF D �- `�' '��''��' RECOMMENDATIONS. 00 15. CONTRACTOR SHALL COMPLY WITH THE SOILS ENGINEER'S RECOMMENDATION - 8 c ' Z O°° SANDBAG PLACEMENT D ETA ON USE OF THE COMPOST PILE x SI NA DATE SEE THE PROJECT SOILS REPORT FOR RECOMMENDATIONS. 16. CONTRACTOR SHALL PROTECT ALL EXISTING TREES FROM DAMAGE \ �0►v►� tC,kR ��D piT'Ia_ C-tkgl iX NO SCALE DURING ALL CONSTRUCTION AND GRADING OPERATION. ev ru t NOTE: 17. THE CONTRACTOR SHALL REMOVE THE EXISTING COMPOST PILE PRIOR TO 0 mow - iN�� SANDBAGS SHALL BE PLACED PER THE APPROVED TITLE � EROSION CONTROL PLAN TO THE SATISFACTION OF PERFORMING THE FINAL GRADING OPERATIONS. THE CONTRACTOR SHALL � NOTIFY THE SURVEYOR TO CROSS SECTION THE SITE PRIOR TO FINAL THE PROJECT INSPECTOR. GRADING SO THAT THE QUANTITY OF COMPOST MATERAIL MOVED BY THE N CONTRACTOR CAN BE CALCULATED. THE COMPOST SHALL BE DISPOSED OF AT THE DIRECTION OF THE OWNER 1-d OR HIS REPRESENITIVE. ^ COST OF HAULING AND STOCK PILING OF COMPOST SHALL BE NEGOTIATED WITH THE OWNER'S REPRESENITIVE PRIOR TO FINAL GRADING. � 00 18. THE CONTRACTOR v SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ° DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE U� o PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN As - 8Ll /L.T DRAWING Z Q ENGINEER OF WORK ��QROFESs ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES _ a`%rHAE�..�9� IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KNOW WHERE w 6 ENGINEERING, �2 �o COd �SN�Z THE PROPERTY LINE IS. ERB ENGINEERING INC. 03, 6,� _ 0 Q w n XP- z 19. THIS PROJECT SHALL COMPLY WITH THE 1998 EDITION OF THE EDDIE M. JOHNSON z CIVIL ENGINEERS & *� �r� *� 1 UMCIAND C AND E41'996 WHICH THE &ICP. DATE: 1� �^T$ _ rn 9r �/VI 1/U(� w LAND SURVEYORS F L W :.. �FCALIFOR� AN AMERICAN INDIAN FIRM 12320 STOWE DRIVE STE E POWAY,CA. 92064 W (858) 748 -2130 / FAX (858) 748 -6089 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z PLANS PREPARED D R SUPERVISION OF: w DESCRIPTION S.D COUNTY ENGINEER'S MON. REC0MME DED AP 4DRADING & IMPROWENT PLANS FOR: w 16 SJOF 69 HORIZONTAL NONE %� ��/ DATE �: B PAUL ECKE RANCH 6 544 - G R m Q LOCATION 16' SfOF C.L BRITANY do / �� O �l' /�' • R.C.E. NO.: 40 18 Z 24' E�OF C.L SAXONY EDDIE M. J SON DATE: 'w k 0 DAT W 6 RECORD FROM COUNTY OF SAN DIEGO VERTICAL NONE ENGINEE EXp. 12 -31 -02 REMOTE FACILITY 3 ELEVATION: 241.15 DATUM MSL o WORK PROJECT NO. SHEET 2 OF J .0. 99-55 J .O. 9955 ? `, NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING TREES. 1 r i. �� s �.+ +- \` + \ \\ \ \; .._ . 'rte^ � I ` � � � - - .`'` - `` - `� \ \` O ` `�. 2. SEE SOILS REPORT AND COMPLY MATH SOILS ENgNEERS RECOMMENDATION ON USE OF COMPOST PILE. 1 l r �� - \?�o \ \;\ 0 P E N SPACE EASEMENT_ `� �7 3. CONTRACTOR SHALL BID TYP. SECTIONS sH OWN ON THE PLAN FOR THE ' `r��`.�� '� '�4 y ,� DRIVEWAY. FINAL SECTIONS SHALL BE DETERMINED DURING CONSTRUCTION BY �� + +; `\ , �' R VALUE TESTS do SOILS ENGINEERS RECOMME DATION. ' fir'' _y 4. ALL AUTOMATIC GATES ACROSS FIRE ACCESS ROADWAYS SHALL EQUIPPED l ' _ - '' �. ? - - ,.�`� '• r r / ! WITH THE FIRE DEPARTMENT APPROVED EMERGENCY KEY OERATED SWITCH. �'----------- -'-_ -_ `J 5. ALL DEAD END FIRE ACCESS ROADWAYS IN EXCESS OF 150 FEET SHALL '� / BE PROVIDED WITH A CUL -DE -SAC OR A TURNAROUND WHICH COMPLIES 1 `" - �` \``+ + +_ - + +- ++`� \ + +` \`` ---- •-- - - - - -- ___� _ -- - J- �'' ___-- - - - - -- 1 1 ` . R` M �� ," . +�,��` =�� . ` \ ` _ _ -'- 2 � --- _____ - -``+ ��, j WITH CITY AND FIRE ROAD STANDARDS. \ `�, \��'_ "''�i ? - _ E7--------- --- - -- --'_____ __ -- ``�, / 6. INSTALL BLUE DOT REFLECTIVE FIRE HYDRANT MARKERS 4 TO 6 '`\ \ JK• +� x sM \ `\ -�`- ++ + - +``- ° \'` \'` \`-. `` ---------------- ------ - - - - -- - ' / -_ - __-- _- __ +- -_ -_- - �.✓. " � ^�.y� / / 1 Z - \\ .: ,� `� '- ' \'` - '' +------ - - - - -- _--- - - - - -- ____ - -- - - - - -- ._. �� - TEMPORARY ANGE ARRIE� 7 - � _ ., -� ♦ - -\ �� +, ---- _ -__ -- _, FROM CENTER LINE ON HYDRANT SI - - �- ` `_ ♦ - - .� _ _ - - - -- -- - - -- INSTALL . THE APPLICANT SHALL PROVIDE FUEL MODIFICATION ZONES AS OUTLINED 'r'� -"- - �.. -�. •� ♦ `\ _'`-------- -`+---- - - - - -- -- - __ _``` FENCE PRIOR TO GRAD G ON PLANS. FUEL BREAKS ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. \ \ - \ \ - - -- -- __ _ + � `. . \ \ \ ---- - - - - -- -- + -_-. - ` - -- -- I w `� \` \` -+ e 'er\ °- - ,� \ �` '' \\ ♦ \` '`+ + +'---------- ---_--------- - - - - -- - - - +_ __ -_- -- - -- ~` - = 8. SEE SHEET 4 FOR PROFILE OF SEWER FORCE MAIN. iMl- -- \ \ \ �\ -. \ �� r _!� -�� 7S i - _ 290 - - - -�_- __ \+_ -. • x ```• +` `` -\ `\ \�``\ \\ `\\ \; \\ - - - -- +------------ - - - - -- �-� -- -- ___ -_ -_ -`- ___ �� `` +- � \ < �• �'� v \ \\ ``` \' \\ \\ \`` ` \ \ \�� -! `' `_ ••� -�� LG1 �.._ +`- ' -� -mil -r- •�' -1-�+ :_ / / FUEL '�,�� / 3 �\ ,� - - = -------- - - - - -- - - ` _ - � X5 R -RA ER Y MODIF. ?p c "\;,` L.1 '` - - - - FJ1EL SS) OR PER - ZONE; �O i , \ . `\ - -5!XW RW-- FEAR- EMER4W- 300 - +\ �''M OD I F. } �' I . \�!�\ s � -+ ___�ISSIPATOR PER D -40 _ - -- - - - - -- -•\ + • ` - - ZE3NF'' { `�,_"�` ` �. _ �'• - `�#�t �p I�` ----- - - - - -- - - -- '- _- �. . , �:. "� M,:.30,1,pNBIOBUI=FER QD - - A�� ~ "`••�, 351S , I ( ..fi �A/�+ /Q ` �.4 + ��.:. �1.,`. _ -.- - \` ` _- _______ \__ -'' -_ - -_- ' -- _ \ �• \\ - /rr - -!'' _ , - _rte- •11�f� �� <-f' ✓� '-,' \\ � � '� , �f \\ � • � \ L.. ;. - i�, .\ � /�j � �` �ti .ylwrrt �.�. +�` � �s��s `- = !4� - - - ' � -- O T -+• •!. -� -� � - -� \ O �_ -__ ♦ _ / _ \. �\ � ,�� I � x '��„` i �/ ,y� �`' ,.x "`` '�`,►.' ' \� d "`", _ '� ' - \ `� -� - - - '+ 305 � ! - ti Q 1 t : :� . '< \� HDR �_,. R -' - - v' t ° m t I x „„ :� : \ i ' Eq GREEN HOUSE _ # 1 �_ 1 w Z 1. •� \ C. -► O r ' 1 i ' ' <► :: �� :...�. .....: o HORSE ,o PAD EL. -308 9 ' cn • HDR ►7 p -4 D N 1 , t . F \ i BARN GA5 •,, W y ® Q l �n L� .1 `� 1 ', P D EL. - 07. j 'f•.; w 1 rIn P 1 5.00 } \ _ _ _ 2 ... �AOD i - _ _ - - FOR ST. IMPROVEMENTS t'Ir- i _ -�- cv I SEE SHT. 5 OF TM 98 171 - ONE I: 7 ` �� \ t G: �F'ACE f IEAQ "HQUS J °`„_.� P 1 -�. 'ice - `{} C.O. lE-�3" - `��` 0 20 OMWD EASEMENT c!i \ I ` AIN f C� (34 6 SEW. LATERAL \ :, ,�� 1. t ® 1t / ; WINGS PLANTER p E IPMENT - " :., 11 C. N0. 2000 - 0318553 c� �.., I , + , `� P� i 26 EI�C REC. 6 /1 �,� W I B THERS i s i BLOCKS ARN r. 2 1 LE. -307.1 `� _ `` ?\ x 1 :� \�' _r i SEE ARCH. DWG. �' "� � :. .� Q - a » a , tN✓ I , F- { CONNECT NEW 2 -1/2 PVC FORCE MAIN \ 10 � * 1 � •�• PAD EL. -307.5 „. � , �' - =� � 0� 1 . - � .0 \ +, .Q: 3 .5 P4` :r . Z 1 - TO NEW 6 SEWER LATERAL _ _ > 3i0 - �^ : �. 4 PROP. 3 WIDE PRIVATE - C FORCE MAIN 307.35 LE. 'E 1 x i �� ''' ® PLANT Q�J { UTILITY EASEMENT PER FS -314. 0 I SEE NOTE 8. ABOVE < I i + f f LL _ AREA _ �� C� ^,- 4. ,` '`', - _ j = 2 65 , AND 1 rT s �, / �f ,f - --ao-_ _ - _ - -- 2_` L SCAPE PLANS A - I STA. 13+68.16 a �1 +. ,� �'":.3'r_sa=�= _ -_-�- - - - - - - - - - - - - _ - _ - = - r I = P 8 _ _ - - - q�TRLINE 16' WIDE ' Q - -- -- - -- 12 _ -- _ 1 N \�^ f ,�' 1a•�ero , [1L -rr- °C.O. N �_ �, W(DE CONC. ' F C 313.0 _ _ I G DRIVEWAY ` �� ° w z 0 pG' N I 1 ; 14" x - �,,r' .M,. -1 ' - _ .,��.- - R� ° p a - - _ M WS�f?iP - -' i . _ _ 1 r� - -- ---- o - -- o -1 - - -- -_ �- _ - I 4 .. \ N 1 cam- _ �- - - - - ��: = _ = _ _ : _ _ _ _ _ - - - 1 I _ -_- TER MAIN 'T- --- -.= ,` : OBUFFE ON.� 9\ i r.2 0 - �� I A •- - ,� _ __W _ �% ` v PER CTY OF ENCNITAS ' .-�- =`" _ - -_ �' -,- P ,- - -_ X== EL€� __ -- ' - -- - - - _ -- 1 , n 1 DWG. 6038, SHTS. 5 do 5 _ _ I I,... \\� mot ..... N89'1 _ EXIST. 12' L / OPOSft11. WATER MAIN St�►LL M� C ,� h' 1 310 "W 435.00 z ACID WATER' ,� 1N A.21. 1 `� I ✓� _, a �j�'1 , ti RE CONNECT. r MAIN e IRE HYD. Q _ M.A:. ao 1 J s � I �� E 1 / _ �� s 3'= 'F-T. � EXIST. 20' WATER EASEMENT �'' I BY T ERS� q,��ID Ste• N i *0 WATER / / ' � _ { FIRE DEPT. 1URNA�OUND END /C DIKE C L FM- 308.90 4` T, n �p�C I ORROSi , 28. l r r M All+ A _ ' r =i PR TE Z10N \\\ / J I L J r ��; a,� i THIS S1D1= r D r ti^ r" » P�/C .8 1 ��' INSTALL ENVIRO. 1 , -< ��; x -,- ��` s 1 �Q r -' �II i i F.L �y� r - J { EXIST. EASE. FOR '� N _ti ` - - _ ` _ -'^ O� �/ MOD. 2015 -129 - - - '- P�- r �,,_� \`�� , % ,,�- _ r� ._r" INGRESS &EGRESS, 1 t'- - PR FAB. LIFT STATIO - - - cn �� `� I &PUBLIC UTIL. PURPOSE A P N� K� P A FIN GRADE - 307.90 ` '' r�� rn \\��\ F x�+ �\ X - DED. TO OLIV�NHAIN { M �� ' IE -299.0 _ ! � m rn OP.3 -2 �� %�. - fit^ I 1 p o z - n C&G - -StE D 6038�_�" , �',� ' MUNICIP. WATER DISTR. i ��► + -, X 1 1 �' -' - 1. " �. P\ - SH T.5 OF 18 �.ti , r��,,, �. REC 3 -25 -81 AS FILE i �� -o < } / X.S -� NO. 81- 089130 -O.R. z rn J n.t.s. / \ X ,2r,�� arc r 7 / �� \ Ll1C ( I / x M.dK' \ BIOBU ZONE _ , \ ,�� ' I` `. SCALE: 1 " =40' \ j x ' � S \ �� x• :�cuc LEGEND- r / GRAPHIC SCALE W \� x 4 , 40 !0 10 �D NO PINE TREES - R 340.5 � � 4v EUCALYPTUS TREES °o �! ` # 1 inch - 40 tL CR . DRIVE OF OD Z A.C. DRIVEWAY � - 6" D.G. SURFACE CENTERLINE OF PA PA 6" PCC � DRIVEWAY PA 26' P� a 3' 3' O - PRE -FAB LIFT STATION �,, _ I G RB I . ��'`'- s OPEN SPACE ; { 3' 10• 3• 5' 8 8 3' PROPOSED �` i PRIVATE UTILITY ... - HYDROSEED ��M�''" � : 3 PROPOSED CC i 6 A.��ERM 2 EASEMENT } PRIVATE UTIUTY CURB I 1 . f t EASEMENT -TYP. 10.5' G_1 ? 8.5' 6 A.C. N - MOWSTRIP { r_ 2% ?x .� 6' WATER 12' WATER \�`\ 6" WATER 12 WATER \\ - DENOTES A.C. PAVEMENT t - - ' ` ^1 so ``-�. v w w MAIN WATER 2 -1 2 PVC (SDR35) " 5. 1 /2 CONCRETE OVER WATER MAIN 2 -1 /2 PVC / v - DENOTES D.G. SURFACE N89'1310 W - 330.00 4 CL 2 CRUSHED AGGR. (BY OTHERS) SEWER FORCE MAIN- 3 A/C OVER (BY OTHERS) ' �;- z -' BASE (COLORED CONC. FIN.) 6 a 2 CRUSHED AGGR. SECTION A -A BASE SECTION B -8 �� - "rte 1 6 ? A - B u l 1-T DRAWING T'I. 5 •o PRIVATE DRIVEWAY T•I. 5 •o PRIVATE D R I VE WA Y REVISIONS APPROVED DATE REFERENCES DATE r �_ f ` ^, o RELOCATE ENERGY DISSIPATOR 7 L ` O4, \, o CHANGE CONTOUR GRADING l NO SCALE NO SCALE _ ,� } o DELETE D.G. SURFACE j , EDDIE M. JOHNS DATE DELETE GREEN HOUSE PAD I , RC.E. 40318 DELETE EMPLOY. HOUSE PAD Ezp.Date: 12/31/08 w DELETE HEAD HOUSE PAD Z DELETE HORSE BARN PAD T, BENCH MARK SCALE COMMUNITY DEVELOPMENT UE�IGNED EY DRAWN Er CHECKED 6r APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � MM DELETE PCC SLABS I, PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND IMPROVEMENT PLANS FOR: W ADD D.G.SURFACE HORIZONTAL 1 "=40' ��' � �. � - Li/ DATE: BY• BY• 5 4 4 - G co ADD A.C. PAVEMENT a- /� /oy ECKE RANCH REMOTE FACILITY DELETE A.C. PAVEMENT VERTICAL NONE R.C.E. NO.: 40318 z�Glo EDDIE M. JOHNSON EXp. 12 -31 -06 DATE: DAB' SHEET 3A OF 5 W a � � WORK PROJECT N0. 9 9 - 5 5 J.0. 99 -55 NOTES. MATCH LINE SEE SHT 4 1. CONTRACTOR SHALL PROTECT EXISTING TREES. 2. SEE SOILS REPORT AND COMPLY WITH SOILS ENGINEERS RECOMMENDATION ON USE OF .COMPOST PILE. I f = 0 P E N `'ti SPACE EASEMENT t. x x d 3 . CONTRACTOR SHALL BID TYP. SECTIONS SHOWN ON THE PLAN FOR THE DRIVEWAY. FINAL SECTIONS SHALL BE DETERMINED DURING CONSTRUCTION BY s R VALUE TESTS SOILS ENGINEERS RECOMMENDATION. �� L ��,``t -_ ,• ' j 4. ALL AUTOMATIC GATES ACROSS FIRE ACCESS ROADWAYS SHALL EQUIPPED t i - r - - f 'Y ' �,�: � �, __ z _ _- - � �- . - L� : _ _- _._ _ . - - -.,. •;,, =� _ = - WITH THE FIRE DEPARTMENT APPROVED EMERGENCY KEY OERATED SWITCH. t - - 5. ALL DEAD END FIRE ACCESS ROADWAYS IN EXCESS OF 150 FEET SHALL CUL -DE -SAC OR A TURNAROUND WHICH COMPLIES �_- -, -,. -__ - - •�}, . .. WITH R OVID AND FIRE ROAD STANDARDS. - "'�- -LO 6. INSTALL BLUE DOT REFLECTIVE FIRE HYDRANT MARKERS 4 TO 6 x ' . �: ENTER HYDRANT SIDE. ANG��BARRI : INSTALL TEMPO RARY 7. THEAPPUC /, T SH ALL PROVIDE FUEL MOOIFlCAlTON ZONES AS OUTUNEtY FENCE PRIOR TO GRAD G ON PLANS. FUEL BREAKS ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION r FORCE MAIN. -- •,- _ � - _ ., � 'i 8. SEE SHEET 4 FOR PROFILE OF F _ � COMPOST 0 0 ,._ _ - - - - - _ �..� :- = `i ; . SLOPES THAT ARE GRADE OR COVERED WITH LAYER OF • AT.''�"r -� •�\ x ,..� re \��-- e e ` SHALL BE HYDROSEEDDED WITH SEED M!X AS APPROVED BY CITY. P CAN - ,r _ _ •. - _.. -. _ _ ,. _ -. __ _ •. • _ - \_ �; %� TING LAN FOR SCCU MIX. d� ONE D SCI= LANDSCAPE FUEL R R P E ERGY f' A N F' o S ;PA OR PER D -40 �_'_ / k . �\ ,= ' EN t M4DIF x 5 RIP -RAP ZONE , - _ PER D -40 - -.. 30 i _ 30 BIOBUFFE>a EL DISSiPATOR MODI - x x ZONE ZONE - x - • , r- \ y : • f ` x wly 0 �= x `�``` / ' � x • NON Tf�I�TUfZAG � � ` -- _• _` V _ _ _ FILL ARN „ a_ NT co '\ a x - -- _ �•' ., O x , i k. \ , •� - PAD . -308 9 r ul x T - i HORSE � \ i • _. *',. . - 315.0 \ : F - t SY t/iJ'„ r" r, ` . r'. %^ S'ia ` c �` W P`AD�L EVE • BARN l P EL-M7. i:, . 1 P m '� � P .: \ _ _ � � ;' .• -- Q FOR ST. IMPROVEMENTS IF. • s.•'t x - -. I •+ _x :: x , ,;' ' cn N SEE 0 SH T. 5 OF TM _ 1 : ' . ' 'ice• P` : r E . rr •' <: • 's • •.• !� ''fir .wit • (.+ 1 -� OMWD EASEMENT •'. -:�. •:.;:- ..� .:�• � ;;:•..:� -'+�. � 4` 0 2 I ca";� 6 SEW. LATERAL .<• ..> :;. ,.fi ;, ^� 1: 11,. �, '�:. PER DOC. NO. Y OTHERS �_ •�;; :• }• • :�.�• EQUIPMENT _ ,:,,'•,�. „ : , .��.. 2000 - 0318553 B 0 E S WINGS PLANTER •,: >� - ''' • �- s t ` :., <• •,.�.'' BARN :, ': `� + �, F L v,.:•X �,. *.:� REC. 6/16/00 W BLOCKS ,� ;r ''L LE. 307.1 , w x ARCH ,Q• ,,"'.,. PAD t . `+' ,� - FORCE MAIN SEE A CH r i Q. ,' r` _ j t N �. •- a ;; . , r- �;a :; •r =' N NEW 6 SEWER LATERAL TO F 307 � Y` � FARM ` _ I x ,' ,;;. i �1 • %, ' T ,0 P j': h;.f. ti PL PROP. 3 WIDE PR�/ATE C/L FORCE MAIN 307.35 I.E. 30 T :�. k H.P. . OUP - _ I t I x . �. / r :' •� REA ` A PIS AREA AD EL 3 ABOVE - _ - ..._. _ _ ;,..._..._� - - _,_ _ LANDSCAPE PLANS P '/ .. `. _ x PER FS- 1 SEE NOTE .8 A _•65'_ _ 311.0 _ ' ! - - - - A CNT INE O 16 _ ;; 1 / _ ►rr "- - -• ' ,r-- - _ � '�' - p,(!.• _ _ CNTRLINE OF 16 WIDE s f f P FS- 313.50 __ t G - 14 DRIVEWAY F'LgN w 12 MODE C l.G< 4VS „ x .., > -, - 14 2 x � �, •` J ..: , x --,.- - � � = - _ x - ---"' •_ i ` u-i RdCATED lXIST ATER MAIN x - - - ' �' � 3(" OBUF _ IuE x L + 1 PER CITY OF ENCINITAS X3 2 E W ./ P/ I x F.H ROPO WATER MAIN 0 5 & 6 A - = DWG 38, � MOD -� ' , - �- " x NS1'A1.L - _ :, , v 7 , ` ns;�\ xZ;� N89 10 W 35.00 x + }- x A R , 6 _ - _- = ,/ :, - = • EX. W.�4. TO CP WATER A.21. m ,\\ �' �' \� \ into -+ MAIN SERVICES' QY 1 M.A.R JA +. t ,� �, gas - ELOCATED c. a 21 f ' ' $� _ ^ tl E I ( R RS - i ROSI RAD US E7�I T. 20 WATER EASEMENT OTHE 8.9 COR > \ (/ } -. S x FM 3O 0 <. ' DEtE�T �. r- 7r - �i�P WATER e.�. F : -�.- N D C � ON C/L OTC M _; � �< .` THIS SIDE , P r KE 1 i i` %t' - 311 .5 I• _ x - i • y , ,,, t �/ EXIST. EASE. FOR - \ r \ 2015 l r r l �j- ..,_' - _ MOD. N INSTAL x Mon ; r i, INGRESS do EGRESS, T1O�J ! , ___I• V) / f _ PRE fAE�. U�' $`TA � m p� & PUBLIC UTIL PU ` t ., FIN GRADE ►1f0 ?. I ( - _ �r j + DED. TO OIJVE \ IE -299.0 >€. + • it + l } �. - c- - �i _. .,r _ ` • ISTR. \ - ;� �; *� so MUNICiP. W �+��(�� X18 . 1 i ~; REC 3- - i \ / AS FILE �� _ 120 OX _ \ N _ •t I G _ -- - r:"/ � r r � � �'."4 � D x N0. 9130 O.R. f � _ _ _ - _ _ �� ._ __ '••\ r i , Y � i ; �, y - - s •- wl \ � 1 � � , ... ti . ._. ---_-.... -' _ -_ = _ - .. _ .. -�� i /�C� 1�z.r._J- i % '..J : ' Z r ,, F.L. op <f \, \ �; U FFER ZONE \. 40 V# scr<ta.• r -4o' TYMAL SLOPE \ tM1 r 00 n.t.s. " $ _ i GRAPHIC SCALE 20 40 so 40 0 }�ti - ' i ! t co IK blob r7 � J : j ( W FEET) CROWNUNE OF o 0 \/ ; `.;� 1 inch = 40 ft. A.C. DRIVEWAY (10 LEGEND . PA - CENTERLINE OF P - P A 26 Q 1 PA 6 PCC �- Li - PINE TREES r _ - CURB 3' r 3 G -1 \ OPEN SPACE • 3' 10' 10' 1 8 8 3' PROPOSED EUCALYPTUS TREES `� r 3' PROPOSED ' CURBCC " I 6 "A.�_�ERM PRIVATE UTILITY r gg pp 2 EASEMENT 4 x PRIVATE UTILITY 5 . 1• 8.5' 6 "A.C. BERM EASEMENT -TYP. 10.5 G -1 N ' - 6" D.G. SURFACE 29. 29; �. 2% 29� G- 5 \ PRE -FAB LIFT STATI 6 x / " WATER 12' WATER 0 6" WATER 12' WATER \- \M o ul �{ M " A (sDR35) 00 MAIN WATER - - -- ti .:.....,�_,_ , . ,. , " WATER MAIN 2 -1 PVC _ -� 5 CONCRETE OVER 2 - 1/2 PVC 3" A/C OVER (BY OTHERS) I - HYDR N89 "W 330.00' -` 4" CL 2 CRUSHED AGGR. (BY OTHERS) SEWER FORCE MAIN 6" CL 2 CRUSHED AGGR. x BASE (COLORED CONC. FIN.) SECTION A -A BASE SECTION B -B - STRIP T.I. 5.0 Q RpFESs /p T.I. 5.0 Z AND BAGS t PRIVATE DRIVEWAY �� PRIVATE DRIVEWAY NO SCALE W ooze 3'Q NO SCALE EE O ~', * ABOVE SECTION IS FOR BID PURPOSES ONLY E"p• a4li Q FINAL SECTION SHALL BE DETERMINED BY * ABOVE SECTION IS FOR BID PURPOSES ONLY Z o s C FINAL SECTION SHALL BE DETERMINED BY R VALUE TESTS DURING CONSTRUCTION r�lf �vtt R VALUE TESTS DURING CONSTRUCTION w W c� OF C AItE� W o - L N ' rn REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEIGNED BY DRAWN BY CHECK D er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. °' RELOCATE SLOPS PLANS PREPARED UNDER SUPERVISION OF: RECOMMENDED/ AP RO RADING AND IMPROVEMENT PLANS FOR: OC 174 -1969 HORIZONTAL 1 " =40' W Gj AND HYDR05EED NOTE DESCRIPTION S.D. COUNTY ENGINEER'S ION. DATE:! Q R.C.E. N0.• o BY: BY: 6544-G 2 LOCATION 16 S /OF -L RRITANY & ECK E RANCH REMOTE FACILITY a 2 E� D DATE: - U - o f Q z 24 E /OF C_L SAXONY DATE: /1 Q RECORD FROM COUNTY OF SAN DIEGO VERTICAL NONE ENGINEER EXP. ---- W 3 ELEVATION 241:15 DATUM M sl WORK PROJECT N0. SHEET 3 OF 4 o J.6. 99 -55 J.O. 99 -55 I� N - il 1I- t 1 J, 1 � 1 a a r GRAPHIC SCALE 20 so 40 0 , x i - ti . N79 -2 55 • • ( IN FEET) — x i E �' ,_ 1 inch 000 M A A t CE E �► y x x EX 5 6 13. x x r i _ x x i i MATCH LINE SEE SHT. NO. 3 NOTESe W Z 1. CONTRACTOR SHALL PROTECT EXISTING TREES. 0 2. NO GRADING THIS SHEET � o a8 d 000 _ 0 F + J iA W M W in H N 310 — 3� + — PR )POSED FIN. C 2 U 4 oR. , =8 T. 3 00 v� 300 -w 0 1+00 2+ 00 3+00 4+00 5+00 FORCE MAIN PROFILE SEWER FO °D – z Li 00 P 00 ! k- EQUI PROVIDE 2 1/4 C.Y. OF 2000 PSI x Q BARN CONCRETE BALLAST PER MFG. RECOMMENDATION ?C N 5+02.70 lL PAD ELa -307,5 ELECTRICAL CONNECTION BY OTHERS L`o 6' SEW, LATERAL WALL CONTROL PANEL �, P L � � �`� 1 I CONNECT OTHERS � 24OV/120V / Q fl . _ �-�� T NEW 2 -1/2' PVC FORCE MAIN 3 I (30 AMP BREAKER ELEV OF FORC �` `'' TO NEW 6' SEWER LATERAL USE STD. SEWER C.O. PER LCWD STD. DWG No. S -8 M C/L FORCE MAIN 307.35 I.E. N M =304.0 � I PROP. -3' WIDE PRIVATE I I BY OTHERS) � �J Go 402.7��_ UTILITY EASEMENT PER I STA, 13 +68.16 q' � � LANDSCAPE PLAN _ � n 1+ �*� 1�2� SCH, pit — CNTRLINE OF 16' WIDE s-. — — — — — - 1+60 -- pV gy=p — — ,�_�— � � .70 G -14 DRIVEWAY co UNDER D 2+ MAIN FS - 313 50 _ -- _ - _ I C IT 2+ 0 M� — 4+ 1 , —Jv Q R O FE ss /0 t0 vJ - - — J -!— 3+80 FS-314,90 P/ L �` W Expti� ° z �, V � H , , � � As -BUILT DRAWING Z o STA -3 +80 INSTALL ` ,r ctvit 0 N89° 3'1C'W 35.00' ACP1A1rATER Q� 1" AVA VALVE 'lF OFCAIFa \' ` o PER SDRSD W -14 N C/L FM- 308190 EDDIE M. JOHN � p� Z R C. L 40318 a o INSTALL ENVIRO. 1 W 3XP ��• 1MIM MOD. 2015 -129 PRE FAB. LIFT STATION Z TOP ELEV -308.7 u- BOT. ELEV- d DESIGNED 6i DRAWN E CHECKED BY AP CITY OF EN ENGINEERING DEPARTMENT DRAWING NO. � 0- Z rn REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT Pb NS PREPARED NDER SUPERVISION OF: o RECOMMEND YD AP D GRADING AND IMPROVEMENT PLANS FOR: _ W 0 ' DESCRIPTION s D COUNTY ENGINEER'S MON. „ , ` DATE: OC 174 -1969 HORIZONTAL 1 =40 BY: 6544 G W LOCATION:. 16 s /OF C_L 9RITA[�lY & EDDIE M. �o O N R .C. E. N o.: 4031$ BY: WORK PROJECT N0. E C K E RANCH REMOTE FACILITY Q 24' EIOF C.L SAXONY NONE ENGINE EXP, 12 -31 -02 DATE: _ - 8 DATE: 1- C -b( W W RECORD FROM: COUNTY OF AN DIEGO VERTICAL SHEET 4 OF 5 -� ELEVATION: 241.15 DATUM MSL u- r J.O. 99-55 J.O. 99-55 .� ' PLANT LIST OPEN SPACE EASEMENT SM. OTY 99M 00MMAL �E comom not TREES variety of Calff. Nove FnAhm 14 24" bx OLEA EUROPEA Olive all WIN N_ vatiety. Low bow id or murd-bur* -1 'v EL SHRUBS shrubs and trees (D 15 59W. CERCOCARPUS mountah Mat ogmiy 00 BETULOIDES 25 1 gal. BACCHARIS PILULARIS Coyote Brush NR -4 Wong drKwway tv 20' OMM EASEMENT PER DOC. NO. 2000 0318553 EQUIPMENT PAD EL-307.5 o Px ww N8913'10"W 435.00' —FT. ADIU C FIRE DEPT. OUND 1.4 PUBLIC UTIL PURP 4 rq MUNICIP. WATER DISTR. CA REC 3-25-81 AS FILE j 91 ZONE PINE IREE 2z 4.0 ENCELIA CALIFORNICA 40060 C 4.0 ERIOPHYLLUM CONFER I IFLORUM 30180 3.0 ESCHSCHOLZIA CALIFORNICA 98w 6.0 LOTUS SCOPARIUS gotao 4.0 MELICA IMPERFECTA 90/60 3.0 PHACELIA CAMPANULARIA 98f75 2.0 SALVIA MELLIFERA 70150 OPEN SPACE L 8.0 VULPIA MtCROSTACHYS 90/90 ALL SLOPES THAT ARE GRADED OR COVERED WITH A LAYER OF COMPOST WERE HYDROSEEDED WITH CITY APPROVED SEED MIX AS 6141 ORAWING REVISIONS APPROVED DATE REFERENCES DATE &. 2L Fm_P,,,'770lJ j BENCH MARK SCALE COMMUNITY DEVELOPMENT x3lam ey MAW BY — CHMM BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT -DRAWING NO. HORIZONTAL 1"= 40'_ PLANS PREPARED UNDER SUPERVISION OF: RECOMMENDED APPRO AS-BUILT PLANTING PLAN FOR: -G DATE: 10-6. BY: BY: ECKE RANGH REMOTE FACILITY 6544 VERTICAL NONE gL1 tv / C/ A R.C.E. NO.: )1144 *(Cl DATE: DATE: LESLIE A RYAN EXP. 1.150-0 WORK PROJECT NO. rSHEET 6 OF 5 � . `°