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1999-6147 G (Plans) r WORK TO BE DONE 1u EXISTING STORM DRAIN 1� ;'i ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS �,� FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD Z SYSTEM PER 0549-R SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS -� CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), i ��•1 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). AND OLIVENHAIN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS I 10' PUBLIC RECREATIONA j8 FOR THE CONSTRUCTION OF WATERMAINS do FACILITIES L ! TRAIL EASEMENT PER PARCEL MAP - _ _ _ _ ITEM RSD SYMBOL QUANTITY W I LDFL PROPERTY LINE - - _ ` _ "'► - _ R V gC�Cc}, EXISTING 20' SEWER EASEMENT EXISTING CONTOURS -1 TO CITY OF ESCONDIDO RECORDED JAN. 9, 1975 FINISH CONTOURS �— AS FILE NO. 75- 005919 O.R. 54 PROPOSED SPOT ELEVATION 5 1 CUT SLOPE (2:1) PARCEL 3 FOR STORM DRAIN SYSTEM DESIGN SEE SHEET 4 FILL SLOPE (2:1) W ; PARCEL 1 \�� PROPOSED WATER 1 CONSTRUCT ROLLED CURB AND GUTTER G -4 1701 LF o �� �\ PER THIS PLAN i PARCEL 4 3 FLOWAGE EASEMENT �� �� p� pARCEI + LEGEND CONSTRUCT 6" AC DIKE G -5 97 LF PER PARCEL MAP \ \� `\� I CONSTRUCT AC STRUCTURAL SECTION 21,005 SF " PARCEL 2 SEWER SCALE 1 80 s WATER — — — CONSTRUCTION OF WATER MAIN 924 LF KEY MAP S - ________ ..}} •j, ig3j DRAINAGE EASEMENT \ �� S - EASEMENT CONSTRUCTION OF VALVE ASSEMBLY - EA J PER PARCEL MAP 40' PRIVATE ROAD AND PUBLIC +i` `� REMAINDER PARCEL STORM DRAIN CONSTRUCTION OF FIRE HYDRANT ASSEMBLY --� 2 EA UTILITY EASEMENT PER PARCEL MAP ` CONSTRUCTION OF BLOW -OFF ASSEMBLY 2 EA -- - ----- --- - -- 32' GRADED WIDTH �\ r _ _ _ - CONSTRUCTION OF MANUAL AIR RELEASE 1 EA PROPOSED SEWER PER z 12' C/L DWG CS -318 _ _ , i CONSTRUCTION OF WATER LATERAL W 4 EA J OM H PER 1 CITY OF NITAS FINI S PUBLIC EXISTING SEWER LATERAL PER CS -318 S .� TRAIL STANDARDS PRIVATE ROAD CERTIFICATION i EXISTING SEWER MAIN PER CS -318 S I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN ROLLED CURB SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL EXISTING WATER MAIN PER 0549 -R W PER SDRSD N0. G - OWNER CERTIFICATE FOR TPM 98 -140 AND THE STANDARDS FOR PRIVATE STREETS I �— EXISTING MANHOLE PER CS -318 AC STRUCTURAL SECTION I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PER SOILS INVESTIGATION SAN DIEGUITO ENGINEERING, INC. " MIN. 6" PCC OVER HA.S BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY 4407 MANCHESTER AVENUE, SUITE 105 BARRY L MUNSON RICE 40980 18 RCP STORM DRAIN 80 LF 4 " CLASS II BASE) AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ENCINITAS CALIFORNIA 92024 PHONE: (760)753 -5525 24" RCP STORM DRAIN 507 LF SECTION A (SEE SHEET 3) ID D 7 — GCS DATE 30" RCP STORM DRAIN 207 LF TYPICAL SECTION RECREATIONAL TRAIL CROSSINC3 DATE IG LIRE � CONSTRUCT STRAIGHT HEADWALL TYPE A D -30 2 EA — SOILS CERTIFICATE T.I. -5.0 ENGINEERS NOT TO SCALE NAME: ROGER MCFARLAND nn TYPE F CATCH BASIN D -7 5 EA I, 0 I�L,� ' A -9Lt� A REGISTERED CIVIL ENGINEER IN THE STATE ADDRESS: 18822 FLAGSTAFF LANE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 40' PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER PARCEL MAP HUNTINGTON BEACH, CA 92646 SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE TYPE 9-1 CURB INLET D -2 1 EA PHONE: (714) 724 -4372 SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR TYPE B -2 CURB INLET D -2 �0 1 EA 32 GRADED WIDTH UNDER MY DIRECTION BETWEE N THE DATES /I - 22 -9 7 AND F THE S OILS REPORT COMPILED FROM THIS STUDY 9�O EA ONE COMPLETE COPY 0 E S L GRAVEL BAGS 4 4 12 12 4 4 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THEE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF PLANS. THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING HYDROSEED 6600 SF 3.5 w w IN TH FIRE HYD. WITH PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED E z ) z HA HA VE A J 6 6 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) S HALL VE CONSTRUCT DRIVEWAY G - 14 � 2 PROTECTION POSTS PER OMWD 4 EA REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR SOILS REPORT R S PROJEC HAVE BEEN INCORPORATED IN THE m m STANDARD SPECIFICATIONS ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING GRADING P S P ?'> > ( DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 5/QN �� RIP RAP D -40 2X v v SIGNED COMPLETION OF THE IMPROVEMENTS. c Q�`��EB R C ` !�, BROW DITCH D -75 770 LF 2% 2.•� ` �y ���o \� � I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN RCE No.: EXP DATE: o <_` w No. 1237 y u>> CD ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 `� NO. 36037 xl CERTIFIED ' AC DOWNDRAIN D -22 2 EA ROLLED CURB DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO SIGNED: EXP 6.30 -04 E N GINEERING MIN 4" AC OVER GEOLOGIST �_ PER SDRSD NO. G -4 PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL l 11.30 - 6" CLASS II BASE GRASS -LINED SWALE 315 LF PER CITY 11 ENCINITAS (TYPICAL BOTH SIDES) COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK CEG No.: � 2 EXP DATE: �� &9° Jr C M1. .��. �� 9T ti �'� F� F/RELANE NO PARKING SIGN I� 8 EA ROAD STANDARDS Q g" WATER AC STRUCTURAL G ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL £O F CAI�� OF `�0 QUANTITIES NOTE: _A�t -- V PER THIS PLAN SECTION PER SOILS DECLARATION OF RESPONSIBLE CHARGE THE Es ABO N B CE FOR VERIFYING ALL BOND QUANTITIESEAS P URPOSES OF HIS ON Z 8" SEWER PER CS -318 INVESTIGATIONS -- �� NCH WILDFLOWER DRIVE (PRIVATE) ��� w I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.' S GN RE DATE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE EARTHWORK QUANTITIES TYPICAL STREET SECTION PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS F NAME: ROGER MCFARLAND CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CUT 2200 CY (INCLUDES STRUCTURAL SECTION UNDERCUT) Z T.I. =5.0 FILL 2800 CY BUMANN NOT TO SCALE ADDRESS: 18822 FLAGSTAFF LANE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS IMPORT 600 CYt w ROAD W HUNTINGTON BEACH, CA 92646 13Y THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES 3 W NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR �,`E C o j PHONE: (714) 724 -4372 PROJECT DESIGN. QROFESS / OI w o Z SAN DIEGINTO ENGINEERING, INC y � , L yv�o c ti0 0 0 9 4407 MANCHESTER SUITE 105 SAN DIEGUITO ENGINEERING INC. m = �+ .a N ` 11 ,, .� Z CAC ENCINITAS CA 92024 LEGAL DESCRIPTION 4407 MANCHESTER AVENUE, SUITE 105 BARRY L MUNSON RCE 40980 W 0� �J� 14• �� W PHONE: (760) 753 -5525 SEE CERTIFICATE OF COMPLIANCE ENCINITAS. CALIFORNIA 92024 E �Q9t XP. 3 -31-03 LILAC MM DOC. NO. 1997- 0614690 EXHIBIT B, PARCEL E. PHONE: (760)753 -5525 _ (� _ Ulf r'r CI V 1` Q�� JASMINE CREST 0 CML ENG�+�:ERMG • PLANMNG p� APN f 264 - 091 -61 DATE OF C A``EO ,� 1 ?,qS ~ N LAND SURVEYING In,0 o �` °F s N o -� S ITE /EG COMMUNITY SERVICES DEPARTMENT ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CARDIFF SANITATION DISTRICT Under round Service Alert c NOS v v °J ° W Lo POTABLE WATER SYSTEM APPROVAL "AS BUILT p t� (O.M.W.D. W.O. 1566230) C= Call TOLL FREE APPROVED BY: BOYLE ENGINEERING CORP. . VICINITY MAP APPROVED ey: APPROVED B DISTRICT'S CONSULTING ENGINEER APPROVED By: 1-800 Q % %% BY: NOT —TO —SCALE DATE: - �- 0 0 DATE: Z `�� _ SD- 001- 346 - 07 DATE: l 3 00 422 -4133 DATE: � � R.E. r DATE JOB NUMBER RC EXP: E X TE NS IO N N O . 18 6 C •• O C. NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE n+o vol�cn�G DAYS BEFORE YOU DIG O M W D WAT E R M A I N co REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMU DEV ELOPMENT DEPARTMENT APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. z ' 5. 7. (Z•O3 DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED GRADING AND PRIVATE IMPROVEMENT PLANS FOR: h O OC 0073- CHIS. SQ IN TOP NOFDHEADWALL HORIZONTAL N A - DATE: 7- IA BY: BY' WILDFLOWER VALLEY DRIVE P R I VAT E LOCATION: SW COR. EL CAM O NORTE do RANCHO SANTA FE RD. � (� S -� R.C.E. NO. : 40980 DATE: DATE: - I �a 6147-G W RECORD FROM Co.S.D. VERTICAL CNTRL DATE: CITY OF ENCINITAS TRACT N 9 8 — 140 $ ELEV. 119.476 DATUM: USC do GS VERTICAL N/A BARRY L MUNSON EXp_ 3-' - 3 SHEET 1 OF 5 4433IMP SCALE: 1 " =80', DATE: 7/12100 FLE W. 4433 � 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 CONSTRUCTI THE CITYY OF ENCINITAS DE AND THE CONSTRU EGO AREA 1 - 800 -422-4133 OF B. 00 4 2 ELECTRIC 133 SAN DIEGO GAS do ELECTRIC UNFORESEEN CIRCUMSTANCES WHIC G RAD ING AY ARISE. OR WATER NOTES REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. WATER - OUVENHAIN MUNICIPAL WATER DISTRICT REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY (760) 753 -6466 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE OLIVENHAIN MUNICIPAL WATER DISTRICT ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. TELEPHONE - PACIFIC BELL TELEPHONE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS GENERAL WATER SYSTEM NOTES 1- 800 - 422 -4133 ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL E. CABLE TV - COX COMMUNICATIONS HAZARDOUS CONDITION. (760) 599 -6060 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, DETAILS AND MATERIALS AS SPECIFIED IN THE OUVENHAIN MUNICIPAL NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE APPROVED GRADING PLAN SHALL BE INCORPORATED OF WATER MAINS AND FACILITIES, DATED MARCH 1997 WITH REVISION. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. HEREON. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD PHONE 760- 633 -2770. 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, FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK OF EACH WORK DAY. SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO j 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE THE BH ACCOMPLISHED PRIO TO THE PRECONSTRUCTION MEETING WITH REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN DISTRICT'S I S P ECTOR. GRADING OPERATIONS. ANYTHING DAMAGED OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S DESTROYED SHALL BE REPLACED OR REPAIRED TO (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN j CONDITION EXISTING PRIOR TO GRADING. D. GRADING PERCENT (407). SILT AND OTHER DEBRIS SHALL BE ADVANCE OF WORK. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A REMOVED AFTER EACH RAINFALL 4. WHERE ELEVATION AND GRADES ARE NOT SHOWN ON THE WATER MAIN 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (907 FINISH GRADE OF STREET. REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER REPORTS AS REQUIRED AND WILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND LETTER "W' SHALL BE CHISELED IN TOP OF EXISTING CURB OR MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS SEDIMENT CONTROL HANDBOOK OF THE STATE OF IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSING, SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION CALIFORNIA DEPARTMENT OF CONSERVATION. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, AND THAT IN HIS OPINION, ALL EMBANKMENTS AND LAWS AND REGULATIONS. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND j BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. ALL THE APPROVED GRADING PLANS AND THAT ALL E. HYDROSEED MANUAL AIR RELEASES AND BLOW -OFFS SHALL BE LOCATED BEHIND 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT CURB UNLESS OTHERWISE APPROVED BY THE DISTRICT'S REPRESENTATIVE. (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL THEIR INTENDED USE. ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND WHEN THEY ARE: BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED APPROVED BY THE DISTRICT'S REPRESENTATIVE. i RECOGNIZED HOLIDAYS. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. PONDING OF WATER. HE SHALL CONTROL SURFACE WATER B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL 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 BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF GRADING MEETING HAS BEEN HELD ONSITE WITH THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL EROSION RESISTANT CHARACTER OF THE MATERIAL AS EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MEASURES TO PREVENT EROSION OF FRESHLY GRADED APPROVED BY THE CITY ENGINEER. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN, ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 2, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE PERMITTEE. THE PRE -GRADE MEETING SHALL BE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS BY CALLING (760)633 -2770. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED HYDROSEEDED GROWTH. FOR HIGH -LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. AND FILL SHALL BE PLACED IN ACCORDANCE WITH NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. 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 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY CERTIFICATION SHALL BE PROVIDED STATING: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE A. 20 LBS. PER ACRE OF ROSE CLOVER WHENEVER POSSIBLE. "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 10. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT 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 AND MEETING t�IE DISTRICTS STANDARD SPECIFICATION ARE TO BE ATTACHED AS- GRADED PLAN ". BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTAICT. 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 SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH WITH SPECIFICATIONS. G. ITEMS C. D, E. AND F OF THIS SUBSECTION 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH GRADING OPERATION. MAY BE OMITTED ON LOCATIONS WHERE THE AREA CAL OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER IF REQUIRED SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO 10. SLOPE RATIOS: FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND CONSTRUCTION. CUT 2:1 FOR ALL SLOPES UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS A PUBLIC STREET OR RESIDENTIAL STRUCTURES. FILL 2:1 FOR ALL SLOPES AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e., LINE SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY CROSSING, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, EITHER BY DRILLING OR BROADCASTING BEFORE FIEF VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS OR REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS, SHALL BL`_ HYDROSEEDING. SHOWN ON IMPROVEMENT PLANS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE EXCAVATION: 2200 +/- CY* FILL 2600 +/- CY* TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED SHRINKAGE: 200 +/- CY OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED ACCORDANCE WITH THE GRADING ORDINANCE. DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. IMPORT. 600 +/- 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 1 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH 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 THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF j GRADING DURING GRADING OPERATIONS, SUCH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE PIPE SHALL BE USED AS THE DESI HATED WORKING PRESSURE FOR OPERATIONS WILL CEASE IMMEDIATELY, AND THE LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT CONTRACTOR. TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. PERMITTEE WILL NOTIFY THE DIRECTOR OF AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ENGINEERING F THE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURE 15. CONTRACTOR T TIE OFF EE G 0 E DISCOVERY. GRADING D 0 E 0 ALL VALVE LOCATIONS AND PROVIDE WRITTEN OPERATIONS WILL NOT RECOMMENCE UNTIL THE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DISPOSAL OF ANY SUCH MATERIAL. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THE DIRECTOR OF ENGINEERING TO DO SO. THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) 16. ALL DEFLECTIONS HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO MAY BE SUBSTITUTED ALL OR PART FOR HYDRAULICALLY F JOINT COUPLINGS WITH W MAXIMUM DEFLECTION PER COUPLING *EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST F2' PER JOIN NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 1 PURPOSES ONLY. (CALCULATED ON A THEORETICAL THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING - A FROM THE CITY ENGINEER FOR THE PROPOSED HA BASI S ACTUAL QUANTITIES MAY VARY DUE TO E 0 OSED UL ROUTE. NO LESS THAN 507 OF THE STRAW INTO THE SOIL. 17. PIPELINES AND APPURTENANCES SHALL BE IN ACCORDANCE DISINFECTED E 1 41 F SHRINKAGE OR SWELL FACTORS) QUANTITIES ASSUME THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND WITH SECTION 0 50 0 THE E STANDARD SPECIFICATIONS PRIOR TO TIE - IN 10" STRUCTURAL UNDERCUT FOR ROAD. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY REGARDS TO THE HAULING OPERATION. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN PARAGRAPH 11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL 16 -20 -0, WITH 157 SULPHUR APPLIED AT THE RATE OF 3.06 OF THAT SPECIFICATION SECTION. V INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 E. LANDSCAPING 500 LBS. PER ACRE 157 SULPHUR APPLIED AT THE 18. METER BOXES FOR 2 -INCH ERVI �FR S R SM g BE FIBERGLASS Z RPL ENCINITAS, CALIFORNIA" BY SOUTHERN CALIFORNIA SOIL & 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN R RATE OF 500 LBS. PER ACRE. REINFORCED POLYMER COI PC M ANU ACTU ED ARMORCAST 'UPDATE REPORT ACCORDANCE WITH PLANS APPROVED BY THE CITY PRODUCTS COMPANY CDR SYSTE C RPORATION OR APPROVED TESTING, INC. AND UPDATE REPORT TITLED EQUAL CITY OF ENCINITAS TRACT NO. 98 -140 WILDFLOWER VALLEY DRIVE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF METER BOX SIZE SHALL BE 17 x 30 . METER tIOXES SHALL NOT BE -► ENCINITAS CALIFORNIA DATED JUNE 29 1 9 PREPARED ' , 9 9 E RED BY ENCINITAS GRADING ORDINANCE PLACED WITHIN DRIVEWAYS R SIDEWALKS WI AS RAD G ORD CE AND ALL ADOPTED 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO IVEW YS 0 S DEW LKS THOUT THE DISTRICTS PRIOR (' SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SHALL BE LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEEDING BY: PRIOR WRITTEN CONSENT. CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING _Z SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. FINISHED GRADING AND PLANTING SHALL BE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR w SPECIFICATIONS CONTAINED IN SAID REPORT. ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR COMBINATION OF W IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED B. ENVIRONMENTAL BETWEEN OCTOBER 1 AND APRIL 15. V.I A. TRACK WALKING SLOPES STEEPER THAN 6:1 1. STEEPEST EXISTING SLOPE = 507 B. RIPPING AREAS THAT WILL NOT BREAK UP USING pQROfESS�q�I Z 2. MAXIMUM VERTICAL DEPTHS: (A CUT = 6 FT, (B) FILL = 8 FT F. EROSION CONTROL ITEM "A " L ABOVE. y��Q,'� � o 3. AVERAGE DEPTHS: (A) CUT = 2200 X 27) / 18200 = 3.3 FT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROGER 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR .�; m s` (8) FILL - (2600 X 27) / 27300 - 2.6 FT. MCFARLAND (714) 724 -4372 PLANTING BY: NO. 4W W A. ADJUSTING THE SURFACE SOIL MOISTURE TO EV. 3 -31-03 C. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY ; I V 1 ��� 0 PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED B. THE ADDITION OF SOIL AMENDMENTS, PH F OF C Al \i L0 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING SALINE SOILS - tV BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. LO UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IMMINENT. (' Lo THE CONTRACTOR IS REQUIRED TO TAKE DUE 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SAN DIEGWO ENGINEERING, INC W PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT MODIFIED WITHOUT APPROVAL OF THE ENGINEERING Q M IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE INSPECTOR. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 440 MANCHESTER SUITE 105 PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ENCINITAS, CA 92024 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PHONE: (760) 753 -5525 Z I� PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AND ALL SECURITY RELEASED. LOCATION OF UTILITIES AND NOTIFICATION OF DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE Q COMMENCEMENT OF WORK: CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL CIVIL ENmNEERm • PLANNING co LAND SURVEYING �p REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS BUILT" APPROVALS _ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. s DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE AP = GRADING AND PRIVATE IMPROVEMENT PLANS FOR: n OC LOCATION- SW I S. QEL CAMINOFDEL WAS HORIZONTAL N /A BY: DATE: - 7- �g� BY- BY: L4 WILDFLOWER VALLEY DRIVE (PRIVAT °z NORSE do RANCHO SANTA FE RD. DATE: R.C.E. NO. : 40980 DATE 3 l D 4 DATE - - 0 d - RECORD FROM: Co.S.D. VERTICAL CNTRL N/A ICE: EXP: BARRY L MUNSON �,7� C I TY 0 F ENCINITAS TRACT N 98 6147 G vElzncAL � ELEV: 119.476 DATUM: USC do GS 3 ' 31 O 5 EXP. 44331MP2A.DWG SCALE: 1 =100' DATE: 71 12100 SHEET Z OF cJ FLE K 4433 I PROFILE - �; _ - -- - - - A.D. = 4.88 - - -- - -�• - - - - - I __-- _.-- .-- -_ - -_. _ - -- --- __---- _--- - -_ -__ K = 40.95 -- - __ __ _ _ _ _ _ ___ -- _ vc _ HIM POINT El" = 209.21 -- - - -- - - HORZ. 1 » 2oo.vo- �c _ter >�aNr srx =_3 +4B:3z SCALES: 40 = _.___ _ ► - -- _ • _ ___ _ _- _ ___ __ ___ _ _ _ _ _ _. _ . ___ LoJ_ _POIHr - I.x­ - ­202. 5 1 VE RT. 1 " _ $' r � _ LOW POINT STA - 33+31.87 - - - - - - - - -- - - - - P'Vl EL E1/ _ -21143 - - - - - - - -- -- - - -- - - - - - - -- -- - -- - - -- -- ._. _ -.. _ -- - - -- - - -- - _.. _ - as rn F EXWING GRADE - - -- - - ( PVI STA 33 +50 RANCHO SANTA FE RD. SWALE DETAIL EN 5 2 27 . 28' 1 0 , R.C.E. NO. : u� A— - - -- - _ - - - - - -- - - -- - - - - - -- - .. - - - -� - - - -- ._ _..Sri - - - - - - - - - - - - - - - - -- -- - -- - -- - - - - - - - _ : c� teVt ftfV 20t.33 - -- - -- - �� + �>- tv t � FtNISEi•I GRADE . 1D -_ - _ - - - _ - - -- - -- REMOVE_15<69_.FROi�_SDU�-L _ �_ r -� � _ _- _ -� � + � �--� � o eft N N EXISTI RCP -� + I ! - �I , z 0 0 0o END OF EX STI G 30 C • + �, a <1 - - - - - -- - f N L _ - -- - - - - -_ - - - - - - -- - - - - -- -- - - -- -- - -- -- - - - -� - - _ _ - _ ___. -- p - _ -_ ___ -- _ - - -_ - -._ ___ _ N ____ ____ ._ __._. -- -.____ ____ O _ _ _. __ -J.. ___ - -_ __ _.__. - - - - - -- - __._ -- -- .-------- - - -_ -_ .- ____ -- _ ___ _ -__- _- - d Z WQ - S + F 3 CIA < °- - - - - -- - - x w__. -_ - _ -.,_ - r___ -_. -- - --__ --. _ ---- ---- .- ---- -- - -__-_- -� - - - -.. -- Lia _ T - -- - ----- -- __ - Z fil -1 10 --- - - 1 -- - - . _ - N - _ - ... f - - - - - _ - - - _ _ - - -- -. __ _. - - -- - - - -- - - -- - - - } 48` COVER o c�� o NW i I - < - -•- _ P c jpT�O.P. ci Z i t ry -- -- M� ---�� -- - - -- - -- - - -__ _ _ _ -- - - - -+ _ -_ -_- - - - -- -- - - - - - -- - -- - - � - - - - -- - -- -- _ _ -..._ _ -- _._ _ ^ __ __ �_ � -. _ 12' I�IN. CL.EARENCE� -- 19 7 I i - - - -- - _ - -- - - - - - -- - - - - - -- - -- - - -- -- - - - - -- - -- - - - - -- -- - -- 65 - - - -- -- - - - -- - -- - EXIST 30 RISC ✓ n -- - - - - - -- - -- I - - -- -- - - - - " .� 15.1 N I - _ PVC SE W E=R © 0.40 - - -- - - - -- - - -- . -- - -- -- -- -- -- - - - -- - - -- - -- -- .. -- _ - - -- - - -- - fi I " PrTC - SSE.. 1�` '�9� - - - - -- - - - -- - -- - -- --I 1 2 ,3j 1' 8" RVC SEV►tER C� G.40 E oc,'�- z > O �nr► __ -I I ( r � z 1 �,, COL - -�A� YACLEY - �R IVATE� ro -- - - -- - - W � r � M - r7 _ -sL _... - - �4 - -- -2O..5 -- - -- - -- . - - -- - - -- I -- 19 ­­ - -- -- - -- - -- ._.. - -- -- - - - - --- ..__ -_...- -- - - ... --- ..._. -- - -- - -- - - - -- - c W 3w M + ``' - ; 8 =26.07. - _ _ a - -- - - -- - - - - -- -- - - - -- - � - � _�.. C?Z � __ -- - - - - -- -- -- - - � -.-- -- --- SE3IYER. DEAN , - -- - - -- -- - - Li �° oo W f too • * r ' `- il. SEE CS- 318 2 20 . , + oD - - - - - _ - -- _ - - 11 v I - -- ', Ii J _ _M r �" I _ 60.00 30 RCP O 3.1 1% _ _ __- _ ------ _ -- _ ___ _ -- - _ _ -_ - -- -_ -._- ____ ._ - - - -__ -__- - - __ _ - - -- ______ _ -- _ -_ _ -.. - -_ -_ _ - - -_ -_ - _ -- . -- .__ -._ ___ ._- -- __ -. -___ tao - _3 NOTE # Q 36.0 CF$ Vtao T4.7Z FPS > - W W < < • -- . -- - -__ -. __ - ..-- -- .- -_ _._ -- _.._._. __. - _- - -__._ _ -- - -- ------ - - - --_ -- fl 1-n ; - _ _ _ �- - - I I BETWEEN STATION 35 +50 AND 37 +64.087 CONSTRUCTION �. -- ° --- - - - - -- r _- - - _ _- - - - -- - - -- - - - - - -- -- - -- - - - - -- - -- -- -- - -.. - - - - - -- - --- - -- - - - - - -- - -- 9I` �EV1�EI PER TItENEHLESS -METHOD- OR MIE1t4TUNNEL - - -- - - - -- - N � O - 1 '"TE -STIM DRAW AT tLDFLOWER VALLEY ' PER APPROVAL OF THE CITY_ OF ESCONDIDO ENGINEERING t - - - -- -- - - t- - - - - - - - - - -- - - - -- -- - - - - -- - - -- - - - -- - - - - - - - -- - - - - - DRIVE STA 32+00r± DEPARTMfyNT. CONTACT THE CITY OIF >= sc bNDT60 ENGTNEERTRG + N C N vV N N - - -- -- -- -}7f} -- - - - -- - -- I - � - DEPART1rlENT -PRIDS JO ANY COIN SEE PLAN VIEW' 839 4651 ext:3862. W OW) , HOMI NAMDARi, P.E. (760) � W ` E I U W U CA WILD O�W`ER -- VALLEY DRIVE (PRIVATE) r - _ - _ _ - -- - - -- - -- - -- - - - -- - 0.1 T TO CA ELEVATIONS SHOWN FOR ' ' _ - -_ ._ . TC- ELEVATIONS- ARE BACK OF ROLLED OMB TC ECE�/1CTTONS AT �C OF ROLLED (M 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 39+00 40 +00 41+00 3 i I WATER LINE DATA TABLE EBACK OF ROLLED CURB DATA TABLE _____ - NUMBER RADIUS LENGTH DELTA BEARINGS COMMENTS NUMBER RADIUS LENGTH DELTA BEARIN _ !��'�- -_ _ '�` GS 1 118.98 N72'07 70' S72'07'58 "E '58"W 8" PVC - CL 200 8 102. �.^ STA 33 +31.87 D-22 AC SP�LWAY WITH " TYPE 2 RIP -RAP ENERGY Df$SIPATOR PER RSD 2 406.00' 73.21' 10'19 54 8" PVC - CL 200 9 386.50 69.69 10"19'54" -6- WIDE X- . ' LO LONG :.,0F NO. 2 THICK �4CKING 3 424.00 132.04 17`50'32" 8 PVC - CL 200 10 443.50 382.99 49'28 43 TYPE ROCK T =1.0 OVER 1W ICK FILTER 66' N64'37'20"W 8" PVC - CL 200 11 286.50' 126.32' 25'15'45" 4 19. � , • -� ., ., ,` _ � t ,`: .� , _ _ __ ...____- _ __ _ _- -- - - _ � , , -_ \ ,� Y� � 'T"P>'?E B CONCRETE DITCH PER SUBDIVISION BOUNDARY 24'34" 8" PV - 12 172.30' S58'1 4'54 "E BLANKET OF D.G. 75' _ "'SDRSD D -75 O 1 X MIN SLOPE_ -- 5 389. 59.24 23' C CL 200 a 6 200.00 1 50.13 14!21'40 8 PVC - CL 200 13 26.50 24.96 53'58 05 L n PRIVATE DRAINAGE m - -� 40 EASEMENT TQ , RUBUC UTILITY EASEMENT 1 " " � r'! 1 � � - - � � � 7 200.00 48.59 13'55 17 8 PVC - CL 200 14 41.50 208.56 28T56 10 r ��'' OMWD PE 1rb4R " �''- }- 8 306.00 93.33 1 T28 32 8 PVC - CL 200 15 26.50 24.96 53'58 05 " \ . EASEMENT PER - r' y PA!RC ,' ��}.. _ _ �.- r R PARCEL MAP 1 1 " " f >� •„ ; \� I L, cfl `` - ,, �` tip._ y 0 0 i PARCEL MAP _ " , � j \ 4 -r ;. �`� - � �f'" r- 9 209.13 N58' 1454 PV - 16 172.30 N58' 14 54"W -- 41 J \ !'' 1 _ �. `� _ _' PR(3ViDE DRI1lEABL E ACCESS TO 17 OUTFA . , f " � \ - ` "" "5 ESCONDIDOiIs SEltY EMENT . f x_ �� F�+4T BASIN * N ; `� � ` 313.50 138.23 25' 15 45 OPENING FIST SIDE' - _ t`' a " I' f �� J -'� - �.� .�� FROM WILDFLOWER V� . ,, 18 416.50' 359.67' 49'28'43" 4 - 19 413.50' 74.56 10 '54" V � ` - f \ �� 70 1 , a 1 "W*�'''� h �� �' / T6P �' ,- ,.� UCT ON(IST: 315" BROW DITCH 20 1 N7 7' 8"W RCP _ �` _�,,;...� / ' ETI�VG� - - _-- . . - � 5' x 6.0� f/ ; 1 V PER -DWG 6148 -G .\ Y� T DRIVE , 1V 'q ,'g r PR OFILE - ABO 0 L R`` \ - ROAD `,, t 1. p r - ____ -- \�,!,'` _�;," �� EXISTING-- PWkrE UTILITY FOR STORM DRAIN DESIGN i� 1 r _ ZASNENT RLCORI3ED DEC. 5 1997 ` SEE STORM DRAIN PLAN AND ; � , � �. �' PRIVATE DRAINAGE - --- 1 p / AS L14C 96. 1997- 0614690. O.R. �0 WIDE t)BLIC PROFILE ON SHEET 4 OF 5 / EASEMENT. PER 3EE �LAIL- - .-�? � _ _ _. __ _ � �° _ ----_. - - -40' WIDE PUBLIC SEWER \ �, S ��'. -- - -_ l' �. PARCEL M* - 3pE� � _ _-- -- � __ - _ --., - _ �. _��,, EMENT T�= DIFF _- - 3 / ' AND ACCESS EASEME EAS PARCEL 4 � �' � _ PER PARCEL MAP PARCEL r �'� / � : � Ofd _ - - - r � 06 - 44(p't 11 ; 3 '� , 3 SAN I, � , PRIVATE DRAINAGE EASEMENTS PER J + STA 37 +46.32 DATE: Auge 2I: soo �9 PARCEL MAP ; �- ` � INSTALL MANUAL AIR RELEASE ASSEMBLY WATER EASEMENT TIO MENT PER t - 2 � - �� V PARCE � ! . TO OMiND L._ = l '; - 1 19 - �, J '�, -�'rQ 3i r � i $ a' _ - - _ - -- DATE. .4,,.,.;_ j, ='I FIR SEWER - `v ; �c�* �.� f 7' �2 INLET AND 18' RCP l 1 1 _1 - �.,/ � } � STORM DRAIN PLAN AND EXI STING CS 318 - \ + 8.55 - PROFILE ON SHEET 4 OF 5 - - . I - - - - - ' "` \ �� M ( Q PRNATE 014A1NAGE V - - I0' �. _ i � ^� Ex slwvER - c L `oW� -_ � REMAINDER PARCEL - "30 56 -71 -2 _ _ i 3 _ _ -_- , - - - RADIAL PARCEL _ - - SUBDIVISION BOUNDARY `� TO ;`CITY OF ES,CONDID _ f 1 T t 1 ` , . PROPOSED PRIA�E - - -- - 9, 1975 va J - - _ - i�CORDED � � TRAIC TAS Pi<R j + _ IVafiE" DRAfMACE _ _ _ - FLOWA _ �- 3 FILE NO. 75- 919 O,�R 1 _ - ,�. 0 , f. TPM- 8- }3g _= _ ;; ; EASEMENT PER _= `- 0 - _.RIB PARCEL MAP z 005 r 17 - - - - -- - -- � s 3'" OPP& laQS WID TH G. -- __ �'S i e � i SUR� E ! WITHIN CITY OF E ONDIDO �' � RIP RAP (SEE STORM DRAIN PLAN AND PR U�ILI^Pf ERS�MENT__ - " + W O -� _ 5 - - . 1 - PROFILE : � N a OUTFALL SEWER EASEMENT FROM WILDFLOWER 1 � - - __ __ ON SHEET 4 OF 5) W k E:. TYPE f►�cH eases - �? PARC`�L 1 0 0 .. 4 -__ - t � - REC:�FE:, �= `` _ DRIVE TO EASTERLY SUBDIVISION BOUNDARY. _. 16 g D0C NO.: 1997- 0614690R= - t - OPENINGS SOUTH D - a �d `1 �Q .� `ir + </ - -- �� t: -- - W ' _' - - t1 EAST SIDESSUBDMSION BOUNDARY 0 ,� _ 1 ` + F1 WATER EASEMENT= 8 I`NQ 1m -TOP 199.50 UP 198.38 o C/L STA 3fi +64.04f EXISTING SEWER y � 0( o,`tiry`1- �' "' j _ - -- - / b b I t�r4. - REMOVES Z PER 1 r�r►►''�t v 1� STA 33 +31.87 D -22 AC SPILLWAY WITH �� `; -_ - a _ _ �s / DAT> : - t i1`; ^` 1 STA 31 +68.45 P- N I IPAT R P RSD _ ��' G� MH PER CITY OF ESCONDIDO DWG NO Q. ' TYPE 2 RI RAP ENERGY D SS 0 PER � \' p -. -� `� �� l`4�14 V .p S6 -71 2. RIM EL 208.65f. CONTRACTOR ��,• ` a � � , �-- PUBLIC SEWER AND l �y, I EXISTING ONCRETE ANCHOR BLOCK. � � -- CC D -40 6 WIDE X 10 LONG OF N0. 3 BACKING PNATE DRAINAGE ACCESS- EASEMENT - p ` REMOVE 8 BOND FLANGE AND YE O=.. TO NOTIFY ENGINEER IF RIM DIFFERS FROM R P DRAINAGE - -- - - - ��` / W PER DOC: 'P - ��� Z T*1 CONNE� TYPE ROCK T 06' OVER 06' THICK FILTER PER 99R99 9 ils T TO EXISTING 8 WATERMAIN FINAL PAVING ELEVATION. TYPE BROW DITCH PER _ 3.i0 WITH 8 FLANGED GATE VALVE BLANKET OF D.G PARCEL 2 PARCEL TAP EASEMENT PER P ER O DOC:2 - PER h - ` / --PRIVATE DRAINAGE -< !VOTES 2 DO - X42 4- N Sp�plp_75 MODIFIED TO /3jfC! 18 - DEEP_ O 1 % MIN SLOPE j , -- - _ ? 0 SEE LETTER OF PERMISSION 0 S / _ -- DOC. m oo - 04 20444 EXISTING BROW DITCH In � � � _ � •f/ �- FOR OFF- SITE IMPROVEMENTS IQ INSTALL FIRELANE NO PARKIN SIGNS PER C1n of o TYPE F CATCH $ASIN 12' B -1 INLET `STA 40 +22.97 ,� �' - � DATE. /T as _ m PER DWG 6148 -G x N BY: - ENC/NITRS FIRE orPRRrM6NT SPK/FiCAT10NS J / NCTO STREET MON. m SEE STORM DRAIN PLAN AND SEE STORM _DRMN PLAN A1VD a P -_ , Lo � LOCATED AS SHOWN. `�. � �- DATE: to PROFILE ON SHEET 4 OF 5 PROFILE ON SH�ET 4 OF 5 '! / o .� 8' WIDTH UP EL 206.88 / Q +AOfESS/ 1 / 40 +72.30 INSTALL END CAP W SAN DIEGLATO ENGINEERING, W �o OF ❑ CENTERLINE DATA TABLE I.E. 200.52 _ _ _ _ _ " _ L MU ' y ,!' 0. ' 67' nder round Service Alert NUMBER RADIUS LENGTH DELTA BEARINGS / 2 3 - AND 2 B.O. ASSEMBLY SCALE 1 = 40' M 4407 MANCHESTER, SUITE 105 �! oZ MIN Call: TOLL FREE 1 144.98' N72'0758"W "� SET 6414 - (s TRAf.T Lo ENCINITAS, CA 92024 °C " d �� 0 40 60 80 120 PHONE: 760) 753 -5525 No. 410 ' 1 -800 2 400.00 72.13 ' 10' 1954 " EXIST SDGdcE EASEMENT Wi .zw N CM -014 Fat PRIVATE Z EXP. 3 - 31 - 43 422 - 4133 3 430.00 371.33 4928 43 PER BK 7504 PG 165 + 410 „ a _ Q `!� ! 4 300.00' 132.27' 25' 15'45" CIV No 4 Z I'Rt�lE.w�/ IL �G a PLANNING �,�, c, v o�� GRASS -DIED "°'°"°" °"'� �°"'°" °° N5 14' 4"W GRAPHIC SCALE 0 � vF �E � Q LAND SURVEYING 0 A � NOT TO SCALE a cc 22 DESIGNED UT I DFZAWN F I CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE AS BUILT APPROVALS CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. _ AS vI`T 3• a.• DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP OVED GRADING AND PRIVATE IMPROVEMENT PLANS FOR: 4 LOCATION- SW I �EL C MIINO HORIZONTAL 40 �� DAM- " oo WILDFLOWER VALLEY DRIVE NoText NoText