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2003-1392 G (Plans) NOTIFICATIONS HYDROSEED NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION _ GRADING NOTES 1 . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 36% THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST ;F 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES E. HYDROSEED. (EXCLUDING ANY EXISTING MAN MADE SLOPES) . BERNARDINO MERIDIANIIN THE SCOUNTY OF SAN DIEGO, STATE OF N AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10 FT AND THE MAXIMUM 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, TOGETHER THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 1 . Hydroseeding shall be applied to all slopes that VERTICAL HEIGHT OF FILL IS 9 FT WITH THAT PORTION CI LOT 5 OF ENCINITAS PLAZA/WESLEY HOMES CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: are graded ) o (horizontal UNIT NO. 1, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL to vertical) or steeper when they are: 3. A . ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 2. 6 ' OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 8116 FILED IN THE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM a . Three feet or more in height in fill areas . OF CUT AREA OF CUT (S. F. ) OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28, 1975. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY b . Five feet or more in height i cut areas unless MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES slope is not subject to erosion n due to the REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 2. 5 ' A•P.N.a 258-112-27 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO erosion resistant character of the material as OF FILL AREA OF FILL (S. F. ) approved by the City Engineer . 2. THE SOILS REPORT TITLED " PRELIMINARY GEOTECHNICAL REPORT CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR S DRESS PROPOSED ADDITION TO SAN 2. Irrigation shall maintain the moisture level of PREPARED BY: CONSTRUCTION TESTING O&U ENGINEERING OINCORPORATED LOCATIONEOFPUTILITIESNANDXNOTIFICATIONROFECOMMENCEMENTNOF OWNER' CERT CA T the soil at the optimum level for the growth of 170 CALLE MAGDALENA DATED 8/23/2002 AND UPDATE LETTER TITLED z -zc-o� WORK: the hydroseeded growth . ENCINITAS CA. 92024 Kc V.OF p�iF�vS SHALL BE CONSIDERED AS A PART OF THIS 3 . Hydroseeding mix shall consist of all the following: ERMI E GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH A. SEWERS - ESD 633-2770 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. a . Seed mix shall consist of no less than: THESE PLANS. B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT 1 . 20 lbs . per acre of rose clover 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 2. 20 lbs . Per acre of zorro fescue IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SAN METHODIST C UNITED 3 . 3 lbs . Per acre of E school cia californica METHODIST CHURCH SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDWD 633-2848. 4 . 4 lbs . Per acre of achillea millefolia REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS DETERMINES OR 170 CALLE MAGDALENA IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE 5. 3 lbs . Per acre of alyssum (carpet of snow) ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ENCINITAS CA. 92024 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT 6. 1/2 lb . Per acre of dimorpholeca ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF CONJUNCTION WITH IMPROVEMENT PLANS. 7. Items c, d, e, and f of this subsection may THE IMPROVEMENTS. E. CABLE TV - COX (800) 422-4133 - DIG ALERT be omitted on locations where the area being 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE hydroseeded is not visible from either a LEGEND GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 public street or residential structures . I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR LEdT.Lr HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE B. Item a of this subsection must be inoculated NO. ITEM & STD. DWG. SDRSD SYMBOL QTY 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) 633-2770. with a nitrogen fixing bacteria and applied OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. dry either by drilling or broadcasting AND STABILITY OF THE SITE. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR W� L_HF_LM10 A�( 1NAV EK 1A�0.P ERSoM or- TRUSrE S LOT LINE ® ® REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE. (760) 633-2770. ALL WORK PERFORMED before hydroseeding . .- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 9. All seed materials shall be transported to - REJECTION AND REMOVAL . the jobsite in unopened containers with the EXISTING CONTOURS °-2,5b- the 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR California Department of Food and BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- Agriculture certification tag attached to, or SAN DIEGUITO UNITED METH JO' T CHURCH DA EXISTING EASEMENT - - - - ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 9 printed on said containers . C/0 WALT STEWART (REPRESENTATIVE) SOILS ENGINEER S CERTIFICATE p OR A LICENSED LAND SURVEYOR. / 10 . Non-phyto-toxic wetting agents may be added 170 CALLE MAGDALENA PROPOSED CONTOURS 255 ENCINITAS CA, 92024 r, A REGISTERED CIVIL ENGINEER IN THE STATE OF to the hydroseed slurry at the discretion of PHONE., 760-753-6582 EXISTING EDGE OF PAVEMENT -- 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL the contractor . SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL b . Type 1 mulch applied at the rate of no CENTERLINE - RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY less than 2, 000 lbs . Per acre . Type 6 mulch FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND DIRECTION BETWEEN THE DATES 7-/-2r>2 AND 8 z 3-ZwWNE COMPLETE (straw) may be substituted, all or part, for -y-�- REGULATIONS. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY hydraulically applied fiber material . When 2:1 CUT SLOPE MAX. RECOMMENDATIONS, ALONG WITH UPDATE LETTER DATED z-zo-os/HAS BEEN straw is used it must be anchored to the 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE slope by mechanically punching no less than O o 2:1 FILL SLOPE MAX. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 50% of the straw into the soil . CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. INCLUDED IN THE SOILS REPORT AND UPDATE LETTER FOR THIS PROJECT HAVE c . Fertilizer consisting of ammonium NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. phosphate sulfate, i6-20-0, with 15% sulfur 90 EXISTING SEWER LINE o applied at the rate of 500 lbs . Per acre . _ EXISTING WATER LINE -W 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 4. Areas to be hydroseeded shall be prepared prior to MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE hydroseeding by: PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: a . Roughening the surface to be planted by any or EXISTING GAS LINE ®G® G- GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING a combination of: SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RCE NO. : ® B` 1 . Track walking slopes steeper than 6: 1 . EXISTING STORM DRAIN ----°-°-- ADVANCE BY CALLING (760) 633-2770. �� ®'Y 2 . Ripping areas that will not break up using EXP. DATE: Z -3 /-G`/ @� ®�� r ��, item 1 above . Encinitas Blvd. EXISTING WATER METER 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CONSTRUCTION TESTING & ENGINEERING, INC. �� '�� ,� Qr b . Conditioning the soils so that it is suitable PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 2414 VINEYARD AVE. SUITE G v Exp. z for planting by: EXISTING WATER VALVE Calle Magdalena DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIEGO, CA 92029 1 1273XIp4 ) 1 . Adjusting the surface soil moisture to [--'I gas rn✓ter.. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER (760) 746-4955 � t �� provide a damp but not saturated seed bed . c EXISTING GAS METER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE �' 2 . The addition of soil amendments, ph U � CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING CTE JOB NO. 10-5715 adjustment, leaching or covering saline EXISTING GAS VALVE OPERATION. AUGUST 23, 2002 soils to provide viable conditions for growth . EXISTING FIRE HYDRANT 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING Requeza Street f : PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL STA TEMENT OF'ENGINEER OF WORD Hydroseeded areas shall be maintained to provide a EXIST ING SEWER CLEADUT 01Scu RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE vigorous growth until the project is permanently PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 1392-G THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY landscaped or, for areas where hydroseeding is the EXISTING SIGN HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE permanent landscaping, until the project is completed APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS and all security released . AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER EXISTING MAIL BOX M rrlai4box DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN SUCH GRADING OPERATION. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY EXISTING LIGHT OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW VIC TY #1147-D7 LIMITS OF WORK BY OTHERS # PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY ----------------- 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY ES A TED EARTHWORK QUANTITIES Q NOT TO SCALE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT THE. CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF PROPOSE D MODIFIED CURB OUTLET/INLET D-25 77 1 EA AND TEST THE EXCAVATION PLACEMENT AND COMPACTION FILLS THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL LL 400 CUBIC YARDS EXCAVATION (CUT) TY FOR THE PLANS OR DESIGN OF IMPROVEMENTS ENGINEER OF RESPONSISLII SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 1, 400 CUBIC YARDS EMBANKMENT (FILL) I PROPOSED DRAINAGE DIRECTION -... --► SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM 1, 000 CUBIC YARDS IMPORT (FILL) # 150. 0 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT PROPOSED SPOT ELEVATION IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR REMEDIAL GRADING QUANTITY: 3, 500 CUBIC YARDS FS_ 149• CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND - - a AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. THEIR INTENDED USE. ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF UUM 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED AI C� REQUIRED BY SITE CONDITIONS 4" AC OVER 6°' CLASS II AS (PARKING AREAS) = 19,700 SF SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 6Y: !� � L CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 4" AC OVER 9" CLASS II AB (SEE PLAN 139 -1P) ^j^♦ OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WAYNE PASCiY DATA ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE PROPOSED 12 x12 AREA DRAINS PER NOS, OR BROOKS BOX ❑ 8 EA SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION EARTHWORK QUANTITIES ARE ESTIMATED FOR OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT PERMIT PURPOSES ONLY. (CALCULATED ON A4Y RED STRIPPING (NO PARKING FIRE LANE) DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AOFESSIO THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY INSTALLED. RCE No. 29577 �p Q� A. AN4 DUE TO SHRINKAGE OR SWELL FACTORS) . HATCHED AREA REPRESENTS PLANTED VEGETAION BMP NOT TO BE MODIFIED 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND � �sC� m WITHOUT OBTAINING A PERMIT FROM FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ti a z Q THE CITY OF ENCINITAS. PASCO ENGINEERING INC. CD m SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE w No. 29577 m MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 535 N. COAST HIGHWAY 101 ¢ Exp. 03/31/07 V PROPOSED MODIFIED U-TYPE HEADWALL D-34 � 1 EA SOLANA BEACH CA, 92074 D-75 BROW DITCH R SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL B58-259-8212 AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM p USED AS SPILLWAY NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO PE 1137 Aq CIVI� SEE SHEET 2 p PROPOSED D-40 RIP RAP ENERGY DISSIPATOR D-40 244 LF A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 OFCALI PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO 2:1 MAX SLOPE 1 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT G-1 1,300 LF r PROPOSED 6" CONCRETE CURB ACCORDANCE WITH SPECIFICATIONS. PROPERTY LINE r .' i SAN DIEGUITO WATER DISTRICT NOTES ;_. „ 7 PROPOSED 4" PVC DRAIN PIPE 520 LF 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT NOTE. WAIL CALCULATIO T' u GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CONSTITUTE A REPRESENTATION AS TO THE ACCURAC OF, THE LOCATION @F3� � � �� x �� ' PROPOSED 12" PVC DRAIN PIPE 109 LF SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS CAN g 1ZEVIEWED OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND 1 ?' SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. AT IFiE CR'( OF PRO POSED 6" PVC DRAIN PIPE 8 LF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ENCINITAS. ENGINEERINGp CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE DEPARTMENT. " PROPOSED 6"-12" CONCRETE CURB & GUTTER G-2 55 LF EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE 1 - LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN l OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT " - PRO POSED D-25 TYPE A CURB OUTLET D-25 O 3 EA ACCORDANCE WITH THE GRADING ORDINANCE. PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS 1 RETAINING WALL AND GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. BW @FS I nr ( FOOTING DESIGNED BY 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL PER PLAN OTHERS.SEE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST KEYSTONE WALL PROPaSED KEYSTONE RETAINING WAIL �o20SF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, a ,r' " ;KLAN SHEET 5.6 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED EXISTING r FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT SLOPE - �k p = ` e k ? R HILLSIDE DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE VARIES ' � I.... NINv CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. UPGRADED TO CURRENT STANDARDS AT OWNER'S EXPENSE. �' `� _. # WORK BY OTHE WOULD INCLUDE BUT NOT BE LIMITED T0: GRADING, i �AtA�LL RND UTILITIES, RETAINING WALLS, HYDROSEEDING, EROSION CONTROL, TRAIL LANDSCAPING 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING ' �� z yVGINEERIN6 CONSTRUCTION AND SWPPP. WATER SERVICES. I . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE _ PARK AND �®1�T 1�TGIN1`I°AS F�PIZ( Tl ®N DISC". SAN D1C�U1`T®WAT�R DISTRICT /��j [;V I LT WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL HYDRANTS AND E�CTRICEVAULTS.UIRED BETWEEN FIRE CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND A TA G WALL B Y OTHERS) REV D BY REV EWED BY. APP ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 1 W YA NE A,PASLo D -rf NOT TO SCALE S-- z14/ P �(J OTHER TRAVELED an 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. Z1 1A 0 DA E: ? f � n SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION R[ F 2957 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. D TE: ATE 6XP 3-31-0-7 SIGcN T 2. YZA&& ANTI& DATE z DESIGNED BY DRAWN BY CHECKED BY - co a°s REVISIONS APPROVED DATE REFERENCES DATE G SC PLANNING & BUILDING MHS sRU wAP APPROVALS OF AS ENGINEERING NoText NoText NoText NoText NoText NoText