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1997-5275 G (Plans) u CITY CAF ENCINITAS .............................. 4l'l- D SYMBOL ITEM STD, DWG. c _ CUT SLOPE (2:1 MAX) FILL SLOPE (2:1 MAX) TRA=I � � I I I h A mm i I I U N—a � � �., EXISTING CONTOUR FUTURE SEWER PER T.M. 93 -211 T.M. .00 EXISTING SPOT ELEVATION Qg o DECLARRATION OF RESPONSIBLE CHACHARM DWG. No. CS-260 � ESS i 0 a RRYA SUBDI 7.Ad 98 -2ri N j � 75_._...� PROPOSED CONTOUR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT o 4 REGARD a� eURI/ ,5Y MAP Na. �028� N I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS 4`` V�.Ns E. 1� �^� PAR, LOT -8 AW Na. 848 RAMC a LAS �N 5 ' PRIVATE DRAINAGE EASEMENT CENTERLINE DEFINED IN SECTION 6703 OR THE BUSINESS AND PROFESSIONS CODE, AND THAT y Yi 1 THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. m PROPERTY LINE a C 39726 rn I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Exp. 12/31/01 — � ~ -" - - . _. _ _.-- -• ~ BY THE CITY TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ~ - I �� C1V1 \� � r '"""'• """ � •• � 0 � / 11 I I �W �--- RIGHT OF WAY LINE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT �j �� �- �i, - - - I I L ANE DESIGN F OF 00,01 POR, 1 07' 78 MAP NO. 848 � ! � VAL LEY$ID S � � � - � ^ - �� FLOWLINE RANCHO LAS BNOLYl7'AS 3 I.-- 100yr. LIMITS OF INUNDATION 132 EL ENG CAMIINO REAL, N PROPOSED PUBLIC 1 2 1 ENCINITAS, CA 92024 _ IMPROVEMENTS PER ! 3 10 EXISTING FLOWLINE (760)-942-8474," `` ..,,,�T DRAWING NO 5725 - 4,;AF gjo9L .- r DAYLITE LINE EASEMENT LINE BY: �. 1 I I I DATE CgL DOUGLAS OGAN / ` �J J ; t I I I I I► 199•a� EXISTING ELEVATION FLOWAGE EASEMENT PROPOSED ELEVATION f � I I I 1 RCE N0. 39726 EXP. DATE: 12 -31 -01 !v � �;.� /' 1 I Imo° I ( PER FINAL MAP 6 -' f I I I t 2% (MIN.) PROPOSED DRAINAGE SWALE �� ('" 25 OSETBAC AGE U EA AS SEMENT / i I I —► P.C.C. LINED BROW DITCH D -75 4 80" BiGNOWS CERTIFICATE dl RIP RAP DISIPATOR D -40 I, C)E AN1S E. Z) Mfigmw A REGISTERED CIVIL ENGINEER IN THE STATE i� �� ♦ I I t EXISTING ALL - WEATHER ACCESS ROAD OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL of ESS/ PER OLIVENHAIN ESTATES TRACT NO. 88 -038 MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY of THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY U L DIRECTION BETWEEN THE DATES V AND ONE r y F� � +� ? �� / �. COMPLETE COPY OF THE SOILS REPORT CO PILED FROM THIS ST DY, WITH MY C , T RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY W CE26616 r� � / j La7 8 MODIFIED ROLLED C/G G -4 ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND a CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR o,`c CURB OUTLET D -25 THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND e I SPECIFICATIONS. AC SPILLWAY D -22 SIGNED DATE: g- /S -.gS Ex INDEX MAP � lZ -3���� ° tee �' i m_ __ �- _- -_ ,� 12 PVC DRAIN PIPE SCALE 1 " =100' m REGISTRATION NO. CE 244% &a q 26 EXP. DATE: 3 31 I � r I � PROPOSED PAVING --'' MAP 1110. �. 77682 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST DESERT ROSE WAY SITE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 14 rN sr N R /W 40' PRIVATE ROAD &PUBLIC UTILITY R W W 40' PRIVATE ROAD & PUBLIC UTILITY EASEMENT N ` EASEMENT PER FINAL MAP EASEMENT PER FINAL MAP r3th G Cn 24' 24' sr BY: DATE: 6 8' 12' 12' 2' 8 12' _ 12' 8' i Q DAVID MILLER , 6 �� ? 2.33' TO w 2' 0 2 4 FACE O F WALL w l w c>= w th - VELz'(� m-p Z 0 °- d SEE MOD. G -4 I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN _ z i DETAIL THIS SHEET (TYP) i Z c I Z t� Z COH� SATISFY THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL D I _ FOR TM 91 -198 AND THE STANDARDS FOR PRIVATE STREETS. MIN. 4 " „A.C. m ci MIN. 4” A. m o' 0 -OVER 6 AGG. o -» BASE U m �P�' �'J 2 BASE 6 AGG. 1 MP g Z ti ,L �'Q-1' 2% 2� `�• - fN C 1NR W 29' 1 2% 2% BY: DATE: IN I DOUGLAS E. LOGAN �• 'q-1' RCE N0. 39726 EXP. DATE: 12 -31 -01 AGGREGATE BASE CL. AGGREGATE BASE CL. r`d Z ATURAL COMPACTED SUBGRADE COMPACTED SUBGRADE LLJ GaOUND ` � MODIFIED ' G-4 ROLLED CURB TYP) ENVIRONMENTAL NOTESo MODIFIED G -4 ROLLED C A ) � (DELETE 1 FOOT OF P.C.C. . OFF A.C. PAVEMENT SIDE) (DELETE 1 FOOT OF P.C.C. OFF A.C. PAVEMENT SIDE) � TI LOPE IN THE GRADE AREA IS 2:1. 1. THE STEEPEST EXISTING S VICINITY MAP (EXCLUDING EXIST. MAN MADE 2:1 SLOPES) VALLEY8IDE LANE VALLEYSIDE LANE N SCALE Q �EI.ET� K-14. ������ (SECTION "A -A "} (SECTION "B -B ") THOMAS EROS. PAGE 1148, A5 W 2. THE MAXIMUM VERTICLE DEPTH OF CUT IS 2 FEET AND THE MAXIMUM OFF -SITE PER UNI. A10. %7S NO SCALE C� J �/' VERTICES HEIGHT OF FILL IS 14 FEET. NO SCALE = 33Q C. Y.- �,.,_. TRAFFIC INDEX = TRAFFIC INDEX 5'0 _ m 1.0' 1.0' Z A.) AVERAGE DEPTH OF CUT = = 2.2 FEET w > Z �. 4,050 S.F. v 1.5' a- `� Q x - = 2,310 C .Y. = 1 . 7 FEET OWNER / SUBDIVIDER LEGAL. DESCRIPTION SITE LOCATIO ® Z 0 �; � w Q Do B.) AVERAGE DEPTH OF FILL 36,510 S.F. VACANT PARCEL OF LAND DIRECTLY EAST Y m U Q 0 Z d I PARCEL 1,3 & 4 OF P.M. 14489 A.P.N. 264 -151 -48,50 & 51 OF INTERSECTION OF 14th ST. & ca p U N DESERT ROSE WAY. ALSO, DIRECTLY NORTH Q ° ° o J 0L.1\1 E't AiIJ `� zoppz- ies, m ESTIMATE OF EARTHWORK OUANTITES u '�' OF OLIVENHAIN ESTATES SUBDIVISION a z 1'• 0. �$ Dec Z 3q � a W W os EST ��\\ /\\ s• A W 2!p I1 Z3- (631 r CUT = 330± C.Y. �rrl CA AC PAVEMENT Z Z � k FILL = 2310± C.Y. 160- 63Z - D� or © FOR IZEVUGTlOti1 QF RADIUS � f F - �°•--- AGGREGATE BASE CL. � N f -' ± C . Y . ,��' ?�i� %� %' O . M Imo" IMPORT 1 , 9 8 f 9F E f f f -COMPACTED SUBGRADE 0 101 SHRINKAGE � 29 99 PCC CONCRETE ODIFIED G -4 ROLLED CURB (TYP) A.C. PAVEMENT SIDE) EARTHWORK QUANTITIES ARE CALCULATED ON A THEORECTICAL BASIS AND DELETE 1 FOOT OF P.C.C. 0 ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL •�' < �� O MODIFIED ROLLED CURB DETAIL •�► QUANTITIES MAY VARY DUE TO UNFORSEEN LOSSES, SHRINKAGE AND /OR NO SCALE SWELLING FACTORS. APPROVED BY DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT SRC DEL L15T ° APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. I tl K.W./ REVI6 ` 07 rs#vlU - Z - OC -0073 CHIS. SQ. TOP OF HEADWALL W/ PLANS PREPAR UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING /PRIVATE ROAD IMPROVEMENTS FOR: STEEL � L ' *` ' � I CAMINO DEL NORTE AND RANCHO SANTA FE A NOTE � � � DATE: _ � 5 '� � � ..- G HORIZONTAL BY G� BY � ROAD. 23 WEST OF RANCHO SANTA FE AND , �, G� . gg R.C.E. NO. : 39726 ToMe 91_ 98 60 SOUTH OF EL CAMINO DEL NORTE I CENTERLINES. VERTICAL N/A APPROVED BY DATE DOUGLAS E. LOGAN EXP 12 -31 -01 DATE - S WORK PROJECT NO CITY OF ENCINITAS TM 91 --198 r__ SHEET 1 OF 4 EL.- 119.476 DATUM: U.S.C. & G.S. TY OF ENCINITAS o WORK TO W DOW w 0 GRA IM PLAN NOTE8 A. GENERAL TRACT MAP o. 81-198 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFORE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED UPDATED GEO. REPORT FOR MILLER PREPARED 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 7. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND BY WESTERN SOIL & FOUNDATION DATED 4 -17 -98 SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. (800) 422 -4133. IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTRACTOR FORM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. CONTAINED IN SAID REPORT. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 8. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH 12. POWER SOURCES AND RUNS SERVING STREETLIGHTS SHALL BE SHOWN ON THE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND THEN COMPACTED TO A MINIMUM OF 90 %. IT SHALL BE THE DRILLING OR BROADCASTING BEFORE HYDROSEEDING. WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE THE CITY OF ENCINITAS. (PUBLIC) RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 9• ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF OUTSIDE THE AREAS TO BE PAVED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED PRINTED ON SAID CONTAINERS. 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO AS DIRECTED BY THE ENGINEER OF WORD AND LEFT IN A NEAT AND ORDERLY CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. PRIVATE IMPROVEMENTS. (IF APPLICABLE) EXISTING PRIOR TO GRADING. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. b. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. 15. ALL LUMINARIES SHALL PROVIDE TRUE 90- DEGREE CUTOFF, AND ALLOW NO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (PUBLIC) BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF 16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES SURVEYOR. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE THE STRAW INTO THE SOIL. DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 COLLECTED, PULLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE HRS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER: 633 -2770. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A c. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 0, MIRTH DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. 17. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR I TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER BENCHMARK THAT IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REGULATIONS. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A a. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 18. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY D. EROSION CONTROL 1. TRACK WALKING SLOPES STEEPER THAN 6:1. WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2" HIGH RECOGNIZED HOLIDAYS. INTO THE FACE O� THE CURB. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOUG LOGAN AT LOGAN 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING ENGINEERING, (619) 756 -8696. 19. THE ADDRESS OF I EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE b. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: LOCATION APPROVED BY THE INSPECTOR. INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE D AMP BUT 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID NOT SATURATED SEEDBED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN LEAST 48 HOURS IN ADVANCE BY CALLING (760 633 -2770. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL !: 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING STANDARD DRAWINGS (LATEST EDITION). CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO APPROVAL OF THE ENGINEERING INSPECTOR. OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL GROWTH. ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH HAULING OPERATION. RUN -OFF PRODUCING RAINFALL. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES IS COMPLETED AND ALL SECURITY RELEASED. PRIOR TO FINAL GRADING APPROVAL AND OR FINAL RELEASE OF SECURITY, AN AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING AS- GRADED FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL OPERATION OR UNFORESEEN CIRCUMSTANCES THAT MAY ARISE. BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5275 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING DROVE Off NOTES PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES WATERS CREATE A HAZARDOUS CONDITION. DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. WHO CERTIFIES SUCH GRADING OPERATION. j 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PLAN SHALL BE INCORPORATED HERE ON. PUBLIC ROAD STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO B. NOTIFICATIONS CONSTRUCTION. (PUBLIC) 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. 3. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS N SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END (PRIVATE) N SHOWN ON THESE PLANS, HOWEVER: OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER 4. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES EACH RAINFALL. APPROVAL OF A CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. ' Q TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE ( ) WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE 5. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN CURB, CROSS GUTTER AND PAVING. NOTIFICATION OF COMMENCEMENT OF WORK: ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL Q I HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 6. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN a. SEWERS - CARDIFF SANITATION DISTRICT - 760 �-- ELECTRIC 619) 633 -2770 232 -4252 ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. Z b. GAS &ELECTRIC -SAN DIEGO GAS &ELECT ( TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 760) 753 -6466 EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS (,) d. TELEPHONE - PACIFIC BELL TELEPHONE CO. - (619 293 -0595 E. HYDROSEED REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING e. CABLE TV - DANIELS CABLEVISION - (800) 422 -4133 FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT Z 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 SHOWN ON THESE PLANS. W 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 - 2770. a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE Z 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO PHONE: 760 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF I CU A U I PHONE: ( 760) CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY b. 5 FEET OR MORE IN HEIGHT N T REAS NLESS SLOPE S NOT EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY INSPECTION WILL BE SUBJECT TO REFECTION AND REMOVAL. H SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE C. GRADING OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOIL ENGINEER IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 8. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. J EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND Q COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: W REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UPON COMPLETION OF GRADING OPERATIONS AND TESTS WERE MADE BY UNDERGROUND INSTALLATIONS . FOR LOCATION OF ELECTRICAL HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL a. SEED MIX SHALL CONSIST OF NO LESS THAN: CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN Z EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE DIEGO GAS AND ELECTRIC COMPANY. Z WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 1. 20 LBS. PER ACRE OF ROSE CLOVER TELEPHONE: (800) 422 -4133. W EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. 20 LBS. PER ACRE OF ZORRO FESCUE W 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR Z U I COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY 3. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA J c 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO REPRESENTATIVES. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA pF ESS i Z W 0) CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE QR oN W , I TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO UNDERGROUND INSTALLATIONS . FOR LOCATION OF CABLES AND 1,5 E. 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) APPURTENANCES CONTACT PACIFIC BELL. �� �' ``� i PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS �, PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN TELEPHONE: (800) 422 -4133 a � Y `, Z Z INSTALLED. 6. < L.B. PER ACRE OF DIMORPHOLECA a Q O rn 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONT T THE UTILITY Ex p. 12/ 3 01 ° 0 M (D AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE p COST OF RELOCATIONS, IF NEEDED. s", civ►�_ qlF CE CO i I REVISIONS APPROVED ;DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY O F ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. OC -0073 CHIS. SQ. TOP OF HEADWALL W/ PLAIN PREPA UNDER THE SUPERV OF RECOMMENDED APPROVED GRADING /PRIVATE ROAD IMPROVEMENTS FOR: STEEL FN PST - SW COR. INT. OF EL DATE: _l 5 � ?) I CAMINO DEL NORTE AND RANCHO SANTA FE HORIZONTAL A NOTE 5275-G ROAD. 23 WEST OF RANCHO SANTA FE AND ToMe 81 198 60' SOUTH OF EL CAMINO DEL NORTE R.C.E. NO. : 39726 BY: BY. CENTERLINES. EL.= 119.476 DATUM: U.S.C. & G.S. VERTICAL N/A D UGLAS E. LOGAN EXP 12 -31 -01 DATE: WORK PROJECT NO. CITY OF ENCINITAS TM 91 -198 SHEET 2 OF 4 ■■■■■��■■���■■ ■u■■■�■■■1■■■�■f�■■■■■■■■■ ■■■■■ ■■■■■■■■■■■■■ ■■■■■'""""i■■■■�■■ .■ �i■■ i■ �i■' ��i■■■■■■■■ i ■��•�■■��■■■■��■■■ l9walra'm MENEM I M ME 11 fib ME Now$ III NEI I SOON 0 No NO EMLTME ME IN EME MIN MEMMOSSE MENEM MMM IS IN Omni 1110 FRIUMNEMOMEM Em 110ME EWEN III MIN ISEEINE — Imm- WINEIN 10MMERIT "m MMMMMM Mm EMEMEN I'll, mm NEW mmumom Em 1MIN MIN MEMO MOMNII FROM I 14�0 111111- MOMMONEW IEI immom N ME mAlt itmol t2m Billillill 1,11111110111111111 9 A PE111111111 =_R_ Iffilffill W.I. 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JUTE MATTING HYDROSEEDING, OR W APPROVED EQUIVILENT TO BE INSTALLED ON ALL EXPOSED SLOPES 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. * SEE PLAN FOR LOCATION OF CHECK DAMS ALONG ROADS. 3 BAGS HIGH (MAX.) LAM I i 1 f t NOTE: LOWER BAG ROW TO BE `� :sr !r'" ' "� } ;} �' l Q BURIED 6" UNDER GRADE. I+ %' r F TEMPORARY AID BAG `' t f 1 CHECK DAM �`TS 3y S i i '� { Y7 j� "" - Y t mo t• J J ��t S t t,t t I NO SCALE � ° � ,- , r� . J '� _... ��~ � •7 " __ � � i } AM t 1 f { rr ✓ s j F i t 1 1 10 r 1 } t !r "r..•^ -�."" `^ j � 1 S t 1 mo t. S +( �' 1� 1 _ ; r,.. ..= ` .._.. � °'~...__. - ��""" � ` t5 \�� { } � } r 1, '�'^.�'d � {', � � �� �� t t; � t �.✓ 1 �^ i i i i 'l i$A08 (TYPJ ti t s 1 c } L , 1 l 1 .';: ' " " •. S t 't „t 1 r • ` l S t t (} } ` CS. \ L y w 1 "ter S �y #+ ' F }' 1 r I t i�? i l 1 / 1' 1 £ s , l t t j FA" �t7 } � I 5 4 ` 'e "•....'�-'""' - A Fi ? (1 j( F' f f rf! t i } £ s I { `` ,7 �"' ; } I'!' 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I `. r .r' ""„•,,.: ........— r . ,r'' / ,✓` � f JJ J f� { = 1 $ t i l M l j } ^.,, _ ! � � F r,. - ..,•..�. ..._•••.-- •- •4 ---.. --,ter, ,�`' .._ -.,,. ,/ fr , J�' /'°� ."", / /j I ' ` / / r ° � { � t � ' � � � ••,, 0 ,i 1 t , ........-- ...�^ ,..I" �.,...,.,,,, // j !!r J`• / r' l I `+ •".��.+ S 1 f/' .. '` •.,,ti ^•.....,.r S,•{' (i E { !' r` r` ✓" �/ J r J I J ,t I (;. #• I t S T � ' 'S \ 1 P ... —, i 1 1 0 0 11 W W Q 00 Z Nt i � J I �- z `� .. r OO W (3) `y �` „_,,,,, r•^,..,...r ter` ,�, '`` --.•� , ( {{ ! ` ROF SS Q h 0 E. C 39726 '^ Exp. 12/31/01 � t sT crvi\� qTF Of CAl-oF h Ac REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY D13AWN BY CHE 13Y APPROVALS CITY OF E N C I N ITAS ENGINEERING SERVICES DEPARTMENT DRAWING N DEL r 4 sRc nFl el OC -0073 CHIS. SQ. TOP OF HEADWALL W/ PLANS R'EPARED, U NDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLANS FOR: STEEL FN PST — SW COR. INT. OF EL f / CAMINO DEL NORTE AND RANCHO SANTA FE H =40 / DATE: �� ORIZONTA i // � ��l � � 5 2 7 5 ROAD. 23 WEST OF RANCHO SANTA FE AND TM 9 1 - 198 39726 BY: BY: • 60' SOUTH OF EL CAMINO DEL NORTE BY: R.C.E. NO. . CENTERLINES. ERTICAL N/A DATE DOUGOAS E. LOGAN EXP. 12 -31 -01 DATE: 99 EL.= 119.476 DATUM: U.S.C. & G.S. 0� WORK PROJECT N0 CITY OF ENCINITAS TM 91 -198 RPL SHEET 4 OF 4