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1997-5377 G (Plans) b x C /TY O� ENC /N /TAS DECLARATION OF RESPONSIBLE CHARGE 1 WORK TO BE DONE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD *" SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS DEFINED IN SECTION 6703 OR THE BUSINESS AND PROFESSIONS CODE, AND THAT *..° ,.� """ °"^ ' THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ° ^"°°' CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS TRACT MAP Al cam_ V 0 — �2 11 AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). BY THE CITY TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT LEGEND SYMBOL ITEM STD. DWG. R pFESS / ^o LOGAN ENGINEERING E. " a e �q CUT SLOPE (2:1 MAX) 132 N. EL CAMINO REAL, N" Q` ENCINITAS, CA 92024 °� 4 (760)- 942 - �Q y 2 z LOT 14 < I LOT 15 ( ) !/ m RECORD OP SURVEY FILL SLOPE 2:1 MAX r ce C 39726 m PARCEL MAP N0, 4788 MAP NO, 13213 1 j EXISTING CONTOUR Exp. 12/31/01 * 10023 a I n y a � J r l CIVIb � a a BY DATE - d � of cA��F °I I — — x 127.00 EXISTING SPOT ELEVATION ' CITY OF CARLSBAD EXP. DATE. µ — — - 2" oot a�/G WAY " 'T' PROPOSED CONTOUR CITY Or ENCINITAS ,� 2:, "� ` /" -- RCE ND. � � ? X °" "°�a m o 175 —� _ l4 ��� � Y" � • __ . -�- -- --- PROPOSED CENTERLINE SLOT 4 :,a SUBDIVISION BOUNDARY 30ILS ENGINEE 1 A E PE — 223.E I, nAf-Nx /ls Zj Jw EGISTERED CIVIL ENGINEER IN THE STATE LOT 19 RIW RIGHT OF WAY LINE OF-CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ' Q NO. M EL AP MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL � � z., CONDITIONS PREVALENT WITHIN THIS ITE S MADE ME OR UNDER MY DIREC77ON BETWEEN THE DATES ^ - AND B -2 -° ONE to 5 PROPOSED CUT /FILL LINE COMPLETE COPY OF THE SOILS EPORT COMPILED FROM THIS STUDY, WITH MY N, PROPOSED DAYLIGHT LINE RECMMENDAPONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY _ \PE= 10 3 m ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND Lor s $ w PROPOSED EASEMENT LINE CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR - j THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND j� PE = 235.0 � R Q 0 SPECIFICATIONS. 4J $� _ 1� PROPOSED SPOT ELEVATION rl om CE 0 9176 p VIA DI FELICITA PROPOSED DRAINAGE SCALE SIGNED BY ��� DAT €: I 4 gyp, PROPOSED BROW DITCH D -75 I[ . LO 2 / ' R o PROPOSED RIP RAP DIS/PATOR D -40 REGISTRATION NO. G 2 Ei - 7 EXP. DATE PE 23x0 N W PARCEL MAP Q e PROPOSED A.C. BERM, TYPE "E" G -5 ND. 6887 OWNER CERTIFICATE \ � PROPOSED DRIVEWAY G -14 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AND B EEN DVISE ON THE COMPAC71ON � SU PEROSE OFRTHE S HYDROSEEDED SLOPES G R A DING ACTIVITY " I 2 � � � SCALE 1 = 80 [oT s I ti z PE = 188.0 j I LOT i N f ." ATE: I'/ .; ? \ � �. � PE =22s - �- PRIVATE ROAD ..CERTIFICATION _ - - ENVIRONMENTAL DATA: I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN --- l - 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = >40q ON SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL z FOR TM 93 -�?f AND THE STANDARDS FOR PRIVATE STREETS. I POR or L07' 18 /NAP NO, 843 2) MAXIMUM VERTICAL DEPTH OF CUT = 10.0' PARCEL MAP RANCHO LAS EN0 /N /YAS /� NO. 7113 I 3) MAXIMUM VERTICAL DEPTH OF FILL = 12.0' PARC 71 1, EL EL MAP / r' 1� I9 °. i NO. 14489 r BY �� , , L ' f DATE: ° I 4) AVERAGE DEPTH OF CUT = 17, 200C. Y. (27)/124, 380 S.F. = 3. SEE IMPROVEMENT PLANS 5) AVERAGE DEPTH OF FILL = 9,100 C.Y.(27)181,200 S.F. = 3.0' lam. FOR T.N. SU 1199 5U9ONISION ` RCE NO.: 4? EXP. DATE: PER 5275 -I ISI N C S 250 i P/L 40 , P/L WIDTH VARIES P/L PROPOSED PRIVATE ROAD & PUBLIC UTILITY EASEMENT PROPOSED PRIVATE ROAD PER FINAL MAP A 0 — VARIES 14 -20' 10' 1 10' THOMAS BROS. PAGE 1148, A5 ESTIMATE OF EARTHWORK QUANTITIES GRADED GRADED GRADED GRADED CUT 17 ,2001 - C Y. 8 12 12 5 8 8 fUL 9100.3E C. Y, A.C. PAVEMENT A.C. PAVEMENT A.C. PAVEMENT A.C. PAVEMENT DESERT ROSE WAY , J SITE 19A DE EARTHWORK QUANTITIES ARE CALCUTATED ON A THEORECTICAL BASIS AND w sT FELIC /rA ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL ti U QUANTITIES MAY VARY DUE TO UNFORSEEN LOSSES, SHRINKAGE AND /OR 5' MIN. y q SWELLING FACTORS. ASPHALTIC ASPHALTIC CONCRETE c P�VETE �� 2 UT PAVING ��S l�T T W ING 1 � DINNER _SUBDIVIDER 27 2% 2� 2% 2% zx 2% z Z - r'` MOD. 'G -4' PROPOSED FULL A.C. MOD. 'G -4' PROPOSED FULL A.C. / STRUCTURAL SECTI N STRUCTURAL SECTION p .•w r WITH M G r. fit+- tom O S WITH G -5 BERMS G -5' TYPE 'E' (AS REQUIRED) (AS REQUIRED) k DOVE SONG WAY LEGAL DESCRIPTION DOVE RUN ROAD = FN � cVNirA o PORTION OF LOT 18 IN SUBDIVISION OF RHO LAS ENCINITAS, IN o� W THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN m THE OFFICE OF THE COUNTY RECORDEROF SAN DIEGO COUNTY, 1898, AS DESCRIBED IN DEED DOC. NO. 85-217258 O.R. SITE LOCATION 4 D 3l- FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT , VACANT PARCEL OF LAND DIRECTLY WEST OF INTERSECTION OF POTABLE WATER SYSTEM APPROVAL VIA DI FELICITA & DESERT ROSE WAY. Approved by. BOYLE ENGINEERING CORPORATION 1/ICINITY MAP W I 11 Y9 NO SCALE � y �. SD- 001 - 467 -03 R. .E. q#fP :Sd, DATE JOB NUMBER Z� Q APPROVED BY DATE Note: Signature Expires 2 Years After Date S ' REVISIONS APPROVED DAT€ REFERENCES DAT€ �/i MAW SCALE (iOyI�I TYL*"*lCPA0hT APPROVALS C /TY OF ENC /N/TAa ENGINEERING SERVICES Df FARTIVENI DRAWING NO. OC -0073 CHIS. SQ. TOP OF HEADWALL P S, PREPA D UNDER SUPERVISION OF- RECOyAA E APPROVED GRAD /NG / PR /VATS ROAD IMPROVEMENTS FOR W/ STEEL FN PST - SW COR. TNT. OF HORIZONTAL AS NOTED f l P F EL CAMINO DEL NORTE AND RANCHO SANTA ( ' BY .._ � . BY �. , � g �, : , , r � �, 5377—G �, - E FE ROAD. 23 WEST OF RANCHO SANTA z ��s / "! D I /e 93-211 II " / I . R.C.E. NO. 39726 P �3 � "' --221 �V� FE AND 60' SOUTH OF EL CAMINO DEL VERTICAL NIA NORTE CENTERLINES. ¢ �«m e T��►' "" ENGINEER DATE: �" '' : DATE. EL.= 119.476 DATUM: U.S.C. & G. S. DOUGLAS E. LOGAN EXP. 12 -31 -01 WORK PROJECT NO. CITY HEE Y OF ENCINITAS TM 93 -21 1 T I OF 5 WORK TO BE DONE GENERAL IMPROVEMENT NOTES GRADING PLAN NOTES C. GRADING E. HYDROSEED 1. A PERMIT SHALL BE OBTAINED FORM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. A. GENERAL 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOIL ENGINEER 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE THEY ARE 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ( HORIZONTAL TO VERTICAL) OR STEEPER WHEN PUBLIC ROAD STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE DESIGN COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CONSTRUCTION. (PUBLIC) CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS UPON COMPLETION OF GRADING OPERATIONS AND TESTS WERE MADE BY THEREFOR SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT 3• STANDARDS. R- VALUE TI TESTS H SHA L BE REQUIRED R P T CONSTRUCTION. OF THE MATERIAL AS APPROVED THE EROSION RESISTANT CHARACTER BY THE CITY ENGINEER. ( O ENCINIT REQUEST FOR INSPECTION. EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE SUBJECT TO EROSION DUE PRIVATE ) WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION "DESERT ROSE ESTATES" EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTHH. . THE 4. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE PREPARED BY WESTERN SOIL AND FOUNDATION ENGINEERING, DATED 10- 13 -93, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL APPROVAL OF A CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. AND UPDATED BY LETTER TITLED "UPDATED GEOTECHNICAL REPORT" DATED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 8- 28 -98, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. ALL GRADING PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 5. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - CTION OF BERM, OF -WAY SHALL BE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRU CONTAINED IN SAID REPORT. TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO o. SEED MIX SHALL CONSIST OF NO LESS THAN: CURB, CROSS GUTTER AND PAVING. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION ON OF EXISTING UNDERGROUND FACILITIES SHOWN PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. 20 LBS. PER ACRE OF ROSE CLOVER 6. THE EXISTENCE AND LOCATI TAINED BY A SEARCH OF THE AVAILABLE RECORDS. AND TYPE OF DRAINAGE FACILITIES, NOR TI IMPROVEMENTS WITHIN STREET INSTALLED. ON THESE PLANS WERE OB 2. 20 LBS. PER ACRE OF ZORRO FESCUE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE 3. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT CONTRACTOR FORM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA SHOWN ON THESE PLANS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AND THEN COMPACTED TO A MINIMUM OF 90 Y. IT SHALL BE THE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE 6. r LB. PER ACRE OF DIMORPHOLECA CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXISTING PRIOR TO GRADING. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY MONUMENT OR 7. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL M R LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. SURVEYOR. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF 8. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED 8. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE ? NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY / HER WORK WITH COMPANY REPRESENTATIVES. HIS THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY AS DIRECTED BY THE ENGINEER OF WORD AND LEFT IN A NEAT AND ORDERLY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DRILLING OR BROADCASTING BEFORE HYDROSEEDING. TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL AND REGULATIONS. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOES AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 9, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS AND ELECTRIC COMPANY. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR TELEPHONE: (800) 422 -4133. HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE PRINTED ON SAID CONTAINERS. RECOGNIZED HOLIDAYS. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEA 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND b. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 509 OF D. EROSION CONTROL TELEPHONE: (800) 422 -4133 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THE STRAW INTO THE SOIL. CONSTRUCTON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRED REVA AT 760 - 753 -6222. AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL c. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY 159 SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE COST OF RELOCATIONS, IF NEEDED. MATERIALS SHALL AT ALL TIMES DURING THE RAINY SEASON (OCT. 1 TO APRIL 15). AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• 10 HAULING OPERATION. ALL NECESSARY BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT a. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CON TA CT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN (800) 422 -4133. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 1. TRACK WALKING SLOPES STEEPER THAN 6:1. AS- GRADED FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL POWER SOURCES AND RUNS SERVING BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 5377 -G HAS BEEN APPROVAL OF THE ENGINEERING INSPECTOR. 12. STREETLIGHTS SHALL BE SHOWN ON THE N PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A' ABOVE. "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN THIS STATEMENT . WITHIN THE DEDICATED RIGHT- LIC) OR WITHIN EASEMENTS DEDICATED TO 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO N 11. SHALL R FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH THE CITY OF ENCINITAS. (PUBLIC) WHO CERTIFIES SUCH GRADING OPERATION. RUN -OFF PRODUCING RAINFALL. b. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED Q 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE DAMP BUT OUTSIDE THE AREAS TO BE PAVED. U B. NOTIFICATIONS AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING NOT SATURATED SEEDBED. 1. THE EXISTING LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES OPERATION OR UNFORESEEN CIRCUMSTANCES THAT MAY ARISE. 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED VIDE VIABLE CONDITIONS FOR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE OR COVERING SALINE SOILS TO PRO SHOWN ON THESE PLANS, HOWEVER: GROWTH. PRIVATE IMPROVEMENTS. (IF APPLICABLE) Z WATERS CREATE A HAZARDOUS CONDITION. U MEASURES HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS 15. ALL LUMINARIES SHALL PROVIDE TRUE 90- DEGREE CUTOFF, AND ALLOW NO TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED E THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (PUBLIC) THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME W 'S RESPONSIBILITY TO CONTACT PLAN SHALL BE INCORPORATED HEREON. WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT WORK SITE. IT IS THE CONTRACTOR THE FOLLOWING OWNERS OF SAID UT R E OR STRUCTURES PRIOR TO HRS OF NOTICE F O R CONSTRUCT IS COMPLETED AND ALL SECURITY RELEASED. 16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES SUCH A MEETING. PHONE NUMBER: 633 -2770. ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DEP ARTMENT A PION MEETING AND SHALL PROVIDE AT LEAST 48 Z NOTIFICATION OF COMMENCEMENT OF WORK: THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. 17. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ~ 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END A. SEWERS - 633 -2780 CARDIFF SANITATION DISTRICT. A LICENSED LAND OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST BENCHMARK THAT IS DISTURBED OR DESTROYED SHALL BE ESTABLISHED RE j B. GAS & ELECTRIC - (800) 422 -4133 SDG &E FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER AND REPLACED BY A REGISTERED CIVIL ENGINEER OR EACH RAINFALL. Pl SURVEYOR. C. WATER - 753 -6466 O.M. W.D. 18. CH SEWER LATERAL AND THE DEVELOPER SHALL MARK THE LOCATION OF EA WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2" HIGH Qz D. TELEPHONE (800) 422 -4133 - PACIFIC BELL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ? "' mil FU INTO THE FACE OF THE CURB. COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 19. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND Z O ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL LOCATION APPROVED BY THE INSPECTOR. W P HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD CONTRACTOR NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO GRADED WIDTH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN 2. CONTRACT U i 7I T. PHONE: OFFICE 8 HOUR70. " DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL BEGINNING ANY WORK THIS PROJECT. W 3.5' VARIES (3.5' -10') 4 "X6 REDWOOD STANDARD DRAWINGS (LATEST EDITION). 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION, 1.0' 1.0' HEADER (TYP.) W i PHONE: (760) 633 - 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 45' (TYP.) , INSPECTION WILL BE SUBJECT TO REFECTION AND REMOVAL. C) 1 •5� a d- a w i o z � c- _ P1N15HED O m o a � FACE OF A.C. BERM GR < D o p o OR CONC. CURB GUTTER A DaGK ®C CoNG 2% \ \ U N o a 2% ' P A.C. UERM OSITION CHEVRONS 25 O.C. MIN. 4 4 LEN�r� va,�r Cs AC PAVEMENT AGGREGATE BASE CL. REDWOOD CHEVRONS N COMPACTED SUBGRADE (N.TS.) ��.y��,, PCC CONCRETE MODIFIED G -4 ROLLED CURB (TYP) � lg5MR HEADE/.'(7YS°) W (DELETE 1 FOOT OF P.C.C. OF A.C. PAVEMENT SIDE) �, _ ` 7oP - A'� /3�Lt ' peso VDOP H�eIZ SURACE MODIFIED ROLLED CURB DETAIL SECTI `A - A" Q NO SCALE DESIGNED BY DRAWN BY CHECKED BY ,4P1AfADyALS C /TY OF ENC/N/TAS ENGINEERING SERVICES DEPARTMEN DRAWING NO. W Q REVISIONS APPROVED DATE REFERENCES DATE BEIU�GHAd4W SICALE COW111�AUMITYDIEWLOJPA& L. L. OC -0073 CHITS. SQ. TOP OF HEADWALL PLANS PREPARED UNDER SUPERVISION OF RECOM ENL�EDV 11 " W/ STEEL FN P ,� . ,, APPfOVE© GRAD /NG /PR /VA TE ROAD /MPROVEMENT FOR �j T - SW CDR. INT. OF j � 377 1/ f / DA I "'°, BY. :_'� ms s., , ' BY . �` v Al R °, EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL AS NOTED 1, T, M. 93 / FE ROAD. 23' WEST OF RANCHO SANTA JMd R.C.E. NO. 39726 p FE AND 60' SOUTH VERTICAL N A OF EL CAMINO DEL DATE: "� �` DATE: r, t ENGINEER N0. CITY OF ENCINITAS TM 93 -27 1 SHEET 2 NORCE CENTERLINES. OF $ EL.= 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 12 -31 -01 WORK PROJECT ........ .. ............ ........... ......... ........... j 'T� . . . ...... .......... . ...... .. ..... ... . ...... - - - - - - - - - - .......... . .... . -.3 i, -Z .... ..... ............ . ........ . . . ........... . .. . ........ . ... ............. 100,06, y I I I '-, I . .. ...... . .. ......... I ............ T� ........... . ....... T� ............ . .... 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T -. ....... . ... ... ........ . ...... ......... . I . ......... I HORZ: I in 40 fl. ...... . , ", j . . .. ...... . T� .. ....... I ........... .......... ...... ... .. .. I ..... .... . .. ..... . ... .......... .......... ........... . . . ... .. . .... . ..... ..... . .... 4 5 -Imlr� --.Mow % 11/;,;:,� 8 1 il 0 CENTERLINE DATA TABLE "NO PARKING FIRE LANE" NOTE NO. DEL TA BRr. RADIUS LENGTH REMARKS OR "NO PARKING FIRE LANE' SIGNS SHALL BE POSTED ON ALL FIRE ACCESS I N8O'J754mW 65,00 CENTERLINE FEET IN WIDTH. ACCESS ROADS LESS THAN 32 FEET 12*15�41" - 26 - .75' 1+00"' IN WIDTH SHALL BE POSTED ON BOTH SIDES AND ACCESS ROADS MORE dll 1� cj THAN 32 FEET BUT LESS THAN 40 FEET IN WIDTH SHALL BE POSTED ON - 3 - 40 - bb'W - 1 - 0 - 000' - 1576e --- 0 + - 1 - 75. - 00' ; C 0 ONE SIDE ONLY. SIGNS SHALL BE SPACED A MAXIMUM OF 150 FEET ON 4 -NO2 53'JeW ------ CENTER. WHEN SIGNS ARE REQUIRED ON BOTH SIDES THEY SHALL BE 5 N8O'J7*54*W 114.90' - f j 1 4 RE IS ONE SIGN A MAXIMUM OF 75 FEET ON 27,77 ALTERNATING SIDES OF THE ACCESS ROAD(S). SIGNS SHALL BE PLAINLY 7 N87*35'22 E 185.79' .91 L. VISIBLE FROM ANY LOCATION ON AN ACCESS ROAD(S). SIGNS SHALL BE NO2*24� 54.00 50.91 PER ENCINITAS FIRE DEPARTMENT STANDARDS. . ................ 0 12 'RP z 1 > � .. ...... x . ...... ............... 1-1 CURBDATA TABLE .......... . ...... .. . .. . I .... . ..... NO. DEL TA OR BRG. RADIUS LENGTH REMARKS JI ... . .... .. '3928 1 J= -4 NO3 PAf-YCF-1 MAjo Ain 4�W,691 Z 17 - ----- ��CUR� U*) 1+00.00 10, IT, 2 u'00 00 20.00 JI, 42' T IT A 0 8' LT RT:, 3 N80'37'5-1-mw I oz-ft- TY z 4 01*40 10 zuu. uU 5,83' 5 t5 79*24'29H IfOO' 6 NO2'53 35 vy 09' L4j Ju vu zo 41) OU ZO 44 8 280*5,7'2r - �6 00' 176.53' 9 1,0. 00 RT 9 30 -50:28'44 30 VE 1 124.09' fvuz 0.) jo w 11 96*38'07" 88.00 148.42 64.o6 > Rr 0 36. Do R 1 -- T8 - 5 - J'4r 00' J2.98' OF N 1+40.00 i'1+64.00 13 N80'J7 54 IN 16.90 Dw), X. 4Z 20. ' T, 4.00 RTi, 4 90 V Do' PRIVATE ROAD AND'PUBLIC 14-4o. 00 U77LITY EASEMENT PER FINAL MAP 54.00 Ct 'A, A Q) !Aj r\ L - . N- 5+23.83, (�OVE RUN) 4+71. qj A 7+ 54. 03 , (OESW, T ROSE) Z 17' TPRU 4+ PRIVATE ROAD 4iW - �08 ?','1'.A9V9,L1T L U77UTY EASCM" FlNwAl MA A N. DO VE SONG WA 4 SEC-DWG-A4 S377-1 -Ok CbA/770A710,pJ Q'4 Q) N U OF s7oRm okmn sYs rem Al zWsze r imse wAY f X -4- r/t IAI OAI-317JF AROW p1rCjj A( 12 "IC-CO S#VW�- "'1, - � WORK TO BE DONE 841111VD )TEIMIAIIAIG AW.L 4W 005P-Rr A2W J+VAY c1q /A/rO 'F ',rYRC 6�?W/A/G RA CIC OF CV/W lAlt,6r CONSTRUCT A.C. SECTION coa-smcr CM INLE7S P&R D-2 t- /7' SCALE 1 40' a PER SOIL'S ENG. RECOMENDATIONS 0 39 CONSTRUCT A.C. BERM TYPE "E PER G-5 awsr/wor 34.5 Oc Z4" RCP 13,50- D. Ar 7YP,e a-/ mmer Q CONSTRUCT MODIFIED - G-4' z! 40 0 40 120 CIVIL L PER DETAIL ON SHT. 2 A GRAPHIC QI�ALE OF cm DOV INSTALL NO PARKING FIRE LANE" PLAN. 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