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2008-883 G (Plans)GRiAIDING NOTES NOTIFICATIONS STORMWATER .POLLUTION CONTROL BMP rfOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELA= TO CONSTRUCTIONACTIVITLES AND STRUCTUPES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCL. SHOWN CONCRETE WASHOUT PROVIDEO STATING: "THE GRADING UNDER PERMIT NO. 883 -G THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ON THESE PLANS, HOWEVER: HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE EXISTING r:?NTOURS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCPI-TF PROPOSED 3UILOP JTPRINT CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL THE CONTRACTOR IS REQUIRED TO TAKE DUE I"RECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO U. AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES ° STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION SHALL BE APPROVED BY THE CITY ENGINEER PRIOR i0 ANY LOCATED AT T'lE WORK SITE. IT IS THE CONTRACTOR'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 2. REQUEST FOR INSPECTION. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. '_£L.° EN'LNLER OR UNDER HIS DIRECTION. '4� SHALL INSPECT UTILITIES.OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR AND TEST THE EXCAVATION PLACEMENT AND COMPLETION OF FILLS 2. THE SOILS REPORTS TITLED "PRELIMINARY GEOTECHNICAL" VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS PROPOSED FLOWL INE PREPARED BY COAST GEOTECHNICAL, DATrD APRIL 5, OF COMMENCEMENT OF WORK: -� - ► - --► .SUITABTITTY OF ANY FILL MATERIAL. UPON COMPLETION OF 2005 AND "PRELIMINARY GEOTECHNICAL INVESTIGAI °ION PROPOSED RETAINING WALL TYPE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO PROPOSED SINGLE FAMILY RESIDENCES PARCEL 1 AND A. SEWERS - LWD (760 753 -0155 EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I TO BE MODIFIED WT'ri;UUT PERMIT FROM THE PARCEL 3" PREPARED MAY 6, 2008. ALL GRADING SHALL BY SAN DIEGUITO WA1L,' DISTRICT. INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL DUN"', ,VCTED IN ACCORDANCE WITH THE APPROVED GRAUINf,; PLANS BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS B. GAS & ELECTRIC - SDG &E WO) 422 -4133 - DIG ALERT PANELS /PLATES. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR AND SPECIFICATIONS CONTAINED IN SAID REPORTS. THEiH iNIENOFD USE. ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, -X-X- 4" PVC DRAINAGE PIPE, UNLESS C. WATER - 5DWD (BOO) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES 3. APPROVAL 0, tOIS PLAN DOES NOT CONSTITUTE APPROVAL OF IUar '°.J TO PROVTOE POSTTIVE DRATNAGE AND PF: V7NT PONDING WATER AGLNC'IES' ; TANDARDS COMMITTE (WASC) STANDARDS. IF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF D. TELEPHONE - SBC (BOO) 422 -4133 - DIG ALERT A SPECTFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED PER SDRSD D -40 NO. 2 BACKING IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, bEPARATE UPGRADED T °° CURRENT °:STANDARDS Al THE OWNER'S EXr'7NSE. FOR CUIVJTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN E. CABLE TV - COX (800) 422 -4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN _uNJUNCTION WITH IMPROVEMENT PLANS. U=° 4INAGE 4ND EROSION CONTROL : °`:rASURES HAVE BEEN PARALLELING WATER SERVICES. TN. 'AI I -Ell. 2. CONTRACTOR SHALL NOTIFY CIE CITY ENGINEER'S OFFICE 48 4. WRITTEN P- ?MISSION SHALL BE OBTAINED ANY OFF -SITE HCUPS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL AND SDG &E VAULTS ,JP GRADING. PHONE. (760) 633 -2770. , 'LCi,=bCAI °ION'S. ALL VEGETABLE MATTER 4ND v+3JECTT 1'rrrc6LL 6. ALL WATEH SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS EROSION CONTROL VUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 5. CONTRACTOR SHALL: TAKE ANY NECESSARY PRECAUTIONS REQUIRED 3. CHE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ;=FONT Or THE PARCEL- THEY ARE SERVING. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MAT, ADEQUATE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. cUELLTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE SOILS ETCLNE`EEI yS CERT7N�CATE ENGINEERING DEPARTMENT AT LEAST 4B HOURS PRIOR TO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WORKING IN THE . '3UULIC RIGHT OF WAY. FAILURE TO DO SO DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CUT AND FILL SLOPES SHALL BE CUT AND TRIMM "0 TO FINISH BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- c. ;TABLISHED AND REPLACED BY A REGISTE,'i D CIVIL ENGINEF;O /yooe ce u/tt I, yle .#9Y4 SIMiN.YNEiA REGISTERED CIVIL ENGINEER IN THE STATE OF CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION °DOUBLE PERMIT FEES. IT I THE RESPONSIBLIB OF THE L;, A LICENSFO LAND SURVEYOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. S1'.7LL JE S ;iAPcD, PLANTED AND TRIMMED AS DIRECTED BY THE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL REMOVE EXISTING VEGLt4TI0N ONLY WHEN ABSOLUTELY NECESSARY. LARGE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ,`Aff) MAINTAIN ALL CONDITIONS PREV';1LNT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL 2, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED SAFETY DEVICES, INCLUDING SHORING, AND S ;TALL BE DIRECTION BETM' cN iHE`LTATES 4LS 2c+S qND S- Zp -2m8 ONE COMPLETE OF THE NATURAL GROUND COVER. DD NOT REMOVE TREES OR SHRUBS R�`3PRNS L.1E FOR CONFORMING TO ALL LOCAL, STATE AND COf, OF THE SUII -S REPORT COMPILED FROM TrtaS STUDY, WITH MY UNNE';- SSARILY,' T'i Y HELP bECREASE EROSION. OF. i7. 7''= AND TOP OF ALL SLOPES SHALL BE ROUNDED IN F O&NL SAi ;r'Y "iPND HEALTH STANDARDS, LAWS AND Pt;LOMMENDATIONo, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ACCORDAtvLr= WITH THE GRADING ORDINANCE. ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM R %UL,TI)Nti. ENGINEER, FURTHERMORE, I CERTIFY THAT THE HAVE REVIEWED THESE GRADING PLANS AND TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CON3TRUCTION ?. G7, ^t)I0; ANV EQUIP�'tNT OPERATi :3 t WI7' °1IN ONE -HALF (1/;?) RECOMMENDATIONS INCLUDED IN THE SOILS REPORI 1-OR THIS P(:'JECT HAVE IS NOT IMMEOTATcLY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL HALL BE COLLLL:TED, PILED OR OTHERWISE DISPOSED OF OFF MILT. 0'= A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BL° BEEN INCORPORATED IN THE GRADING PLANS AND SPECy BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO 4. =, ROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, CONDUCTED BETWEFN THE HOURS OF 5:a' P.M. AND 7.30 A.M. ; c1 SHIELD AND RIND THE SOIL. NCR DN S'TURDA', -, SUNLIAYS AND CITY PFCOGNIZED HOLIDAYS. SIGNED: PLANT PERMANE,,iT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND ). NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAOING RCE NO.: _4CE 7 8 2 e" 2/09 GRADING ACTIVITIES ARE COMPLETE. ROLLS u: "RAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED MEETING HAS BEFN HELD ONSITE WITH THE FnI.LOWING PEOPLE ;� WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. v =SENT: CiT'r' iNSPEC70R, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE: /2 -3 /,Oa S -3 / -/b GRAOINC CONT,7AC'TOR AND PERMITTEE. THE PREGRADE MEE"1 1Vu o' 4 ERItvG A ON -SITE CONSTRUCTION MATERIAL STORAGE DEGRADAI'ION DOWNSTREAM (E.G. CONCRETE OR STUCCO SHALL BL SCHEDULED WITH THE CITY AT LLA.)T 48 HOURS IN COAST GEOTECHNICAL �GiSr WASHOUT AREAS, COVERED STORAGE AREAS FOR �V.IIVCE BY CALLTPIr? (760) 633- 2`�.'�). 779 ACADEMY DRIVE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 10 lr?IOst TO AULiNG DIRT OR CONSTRUCTION MATERIALS TO ANY SOLANA BEACH, CA 92075 AND SPILLAGE, CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WTI_L 'rRQP�15L) CONSTRUCTION SITE WITHIN THIS PROJECT THE 858 - 755 -8622 l' STAY DRY a,I THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY U 1V7AINM}NT Dc., "_1 -OPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE FOR ALL FUEL STORED ON -SITE. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER r ELIMINATE OR REDUCE POLLUTION OF STORMWATEP FROM STOCKPILES KEPT ON -SITE. FHALL COMPLY W.PTH ALL CONDITIONS AND REQUIREMENTS THE �` -- STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE =.ITY LNUINEER MAY IMPOSE WITH REGARDS TO THE HAtII.TNG w Ib2 BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER OPERATION. c Exp. i2-31 -c,, FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED 1 -. Ur FINAL COMPLETION OF THE WORK UNDER THE GRADING \G� WTTH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT wV P�RMI � BU- MOTMM . > _'J N \v1 ° .,- 1 BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SU3CONT,:' ^JRS ABOUT STORMWATER REQUIREMENTS AND THEIR GWN RESPCNSIBILITIES. frASTE MANAGEMENT CONNTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSINF OF ALL WASTE Af'l� NNUSED CONSTRUCTION MATERIALS. DUMPING OF UNuSED 7R WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INT.) THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO 5; sPA&c FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS PJOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH rr`'NY TRASH MATERIAL . MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BL RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF ( AZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS TO ORDER DUMPSTERS CALL EDCO AT (760) 435 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTAEILt TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILF73 AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM TY" STREET, GUTTER., AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AP'' CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. LANDSC ,IPFr', 0 1. ALL S_OPEc3 SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TC THE CITY OF ENCINITAS GRADING ORDINANCE AND FlVM0_N'AlElVTAL NOTES: 1. THE STELPEST EXISTING SLOPE IN THE GRADED AREA IS 30% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. T;fE MAXIMUM VERTICAL DEPTH OF CUT IS 10.6 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.5 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) 4.3' OF CUT AREA OF CUT (S.F.) B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 2.9' OF FILL AREA OF FILL (S.F.) ® R'S CERnF7CA7E IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGE] TU THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENT,,,, I HEREBY CERTIFY THAT A REGISTERED SOILS ENGTP4 ER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUHCRVISE OVE AL R , NG ACTIVITY AND ADVISE OF THE COMPACTION AN TA IL TYIOF THE SITE. (� Vii` MARK PAL LSEN DATE 1056 HYMETTUS AVE. ENCj.QNITAS CA, 9$024, ANNE PAULSEN 1058 HYMETTUS AVE. ENCINITAS CA, 92024 NINA KOVALEVA 1076 HYMETTUS AVE. ENCINITAS CA, 92024 Awpw acm JxIv. DATE 61,6109 DATE LEGAL DESCRIPT70N A PORTION U;- I.OT 13 IN BLOCK 8 OF SOUTH COAST PARK, IN T-F CITY Ot - ENCINI i AS, COUNTY OF SAN DIEGO, STATE OF CAL I 71 ACCORDING TO THE MAP THEROF NO. 1776, FILLi IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JANUARY 11, 1924 A.P N.: 254- 262 -11 254 - 262 -12 SITE AbDRESS 1058 & 1076 HYMETTUS AVEf UE ENCINITAS, CA 92024 OWAER/PERA41TTEE NINA KOVAL.EVA MARK PAULSEN ANNE PAULSEN NTS NPDES STATEMENT/ SPECIAL NOTE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9 -2007 -0001 (N.P.D.E.S. GERNERAL PERMIT NO. CS010B75B), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWRC3. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED; FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNEP(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 883 -G, AND BY SWRCB ORDER NO. R9- 2007 -0001, AND ANY SUESEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB ORDER NO. R9 -2007 -0001. NOI # �37L351YS2 BY: ar ^ L �2 DATE: G f Z G! D g NINA rOVALEVA, OWNER t ) DATE: " ANNE AU ' OWNER BY.• DATE. MARK PAULSEN, OWNER STATEMEA7OFENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GP'Nf_RALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE ?R PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY U,T ENCINITAS. THE ENGINEER k l„ _."' : -THAT ANY PLANC HECK Orr REVIEW PERFOMED BY THE CITY OF ENCINITAS IN TTS C PACIFY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OT- ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQU?CY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF r- 7SPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER '.TREES TO INDEMNIFY AND HOLD H^RMLESS THE CITY OF ENCINITAS AND ITS OFFICERS ^GENTS AND EMPLOYEES FROM PROPEFII -Y DAMAGE OR BODILY INJURY ARISING SOLELY FROM it' NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN TH C$,�RSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WO EA RMED BY THE ENGINEER. BY: ALL ADOPTE3 LANDSCAPE AND IRRIGATION STANDARDS. WILL AM STIN BUSTER DATE -� 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL RCE No. ,.,--OP PRIOR PR_TOR TO OCT-?BER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. AS BUILT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS ENCDUrASFMPROTECIZONDIST. OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL REVIEWED BY: BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND!C/�Gpr�jf o Dtrrr CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF P.� DRAIN, DRIVEWAY, AND STREET. G 3G 0 L)< ? REVISIONS APPROVED I DATE I R.,° '. 'ENCES I DATE 45 RVII -T P4RcE L -Z (6006 - "- rl -UP.1.3 �A/ 4,1` 9- /3•/2 7 -t6-i3 COUNTY OF ,,AN DIEGO BM 000140, 200' EAST OF INTERSECTION OF HWY 101 6 ENCINITAS BLVD. ON NF COAAER OF RR BRIDGE A23 -20 OVER FNCINITAS BLVD. STANDARD DISK IN CONGIETE ABUTTP ,IT STAMPED P,: 140 1968 EL =/9.63 DATUM: NAVD88 F_ HORIZONAL N/A VERTICAL NIA DATE: PT 2' tjhn rZ Ar BLIP .nTmrZ DESIGNED BY RE VIEWED BY' S 200 g ATE: PASCO ENGINEERING INC. 535 N. COAST HIGHWAY 101 SOLANA RlS,CH CA, 92074 PE 1537 SAN DIBGiTrM WATER DI•STRICT VEWp B DATE: SIGNATURE EXPIRES 2 YEARS AF TER DAT °6L I TGL I W AMKKA%�' f ♦ maw I U. PLANS PRWAPED UNDER THE SUPERVIS U,J OF RECOMMENDED I APP? D DATE: BY: _Al dY: R.C.E. N0. 68964 DATc: (o�LL/ DA TE. fD Z DS WILLTA JUSTIN SUITE? EXP. 12 -31 -09 ' No. 68964 J ESTHvMTED EARTHWORK QUANTITES 1, 600 CUBIC YARDS EXCAVATION (CUT) 1,150 CUBIC YARDS EMBANKMENT (FILL) 450 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITF CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAt >' CO SWELL FA %TORS). REMEDIA G. ?ADING QUANTITIES = 1, /00 CY LEGEND PROPERTY 28DIVISION BOUNDARY 1 RIO? TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE �, . �a \ H `CAVc - - - - - PROVIDEO STATING: "THE GRADING UNDER PERMIT NO. 883 -G SDW� PROPOSED CONTOURS HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE EXISTING r:?NTOURS APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED - - - - - PROPOSED 3UILOP JTPRINT AS ' ;.ADED PLAN ". THIS STATEMENT JHALL BE FOLLOWED BY THE EXISTING WATER SERVICE U. AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES ° 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT _YTSTING OVERHEAD ELECTRIC LINE JL_„ -RADING OPERATION. CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION EXISTING FDGE OF PAVEMENT OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND 2. 1I.' 'GPADT7\Ir SHALL 3E INSr,EC1ED AND TF3TED BY A QUALItX&0 UTILITY, P1.0E OR STRUCTURE WITHIN THE LIMT_IS OF THIS PROJECT. ? -- - - '_£L.° EN'LNLER OR UNDER HIS DIRECTION. '4� SHALL INSPECT 4" SEWER LATERAL PER SEPARATE PERMIi AND TEST THE EXCAVATION PLACEMENT AND COMPLETION OF FILLS 2. ALL EXIi"NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E..- --�W AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION PROPOSED FLOWL INE L,UJMIT SOILS REPORTS AS REGUTFr_D AND WILL DETERMINE THE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY -� - ► - --► .SUITABTITTY OF ANY FILL MATERIAL. UPON COMPLETION OF CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE PROPOSED RETAINING WALL TYPE GRADING uPL_RAT,IONS HE SHALL STATE THAT OBSERVATIONS AND SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO TEST.', "rRE MADE 8f HIM OR UNDER HIS SUPERVISION AA1O THAT CROSS UNDER WATER t-M INS UNLESS GIVEN WRITTEN PERMISSION TO BE MODIFIED WT'ri;UUT PERMIT FROM THE TN ' jPIN.TON, ALL EMBANKMENTS AND EXCAVATIONS WEr-h_° BY SAN DIEGUITO WA1L,' DISTRICT. DUN"', ,VCTED IN ACCORDANCE WITH THE APPROVED GRAUINf,; PLANS 4N'D ,'IA. ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR GRAVEL BAGS PER DETAIL A THEiH iNIENOFD USE. ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, -X-X- 4" PVC DRAINAGE PIPE, UNLESS MLT,FRS, V.AI -VIS, VALVE BOXES, ETC.) WHICH IS AFFECTED JO THEIR OTF ,FRWISE INDICATED , UNf.=4ACTOri SHALL PROPERLY GRADE ALL EXCA'ATED PROJECT. ALT- AFFECTED WATER FACILITIES MUST MEET CURRENT IUar '°.J TO PROVTOE POSTTIVE DRATNAGE AND PF: V7NT PONDING WATER AGLNC'IES' ; TANDARDS COMMITTE (WASC) STANDARDS. IF C W" . ;iF `IHfaLL ' lNi,rUI_ _lUdi ACt: WATER AND Av0ID FACILITIES 00 NUT MEET STANDARDS, THEN THEY SHALL BE PER SDRSD D -40 NO. 2 BACKING DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE UPGRADED T °° CURRENT °:STANDARDS Al THE OWNER'S EXr'7NSE. SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION +•a° FRESH( -Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN U=° 4INAGE 4ND EROSION CONTROL : °`:rASURES HAVE BEEN PARALLELING WATER SERVICES. TN. 'AI I -Ell. 5. MINIMUM HORIZONTAL SEPARATION OF °?' 9ETWEEN FIRE HYDRANTS 14. ALL .I,1 -AS 11) Ls� FI1 LED 3hM1_L B <e - IR�=PA,'F_l) T BE FILLt �D AND AND SDG &E VAULTS °TI ;.AIJ- OE PLAC0 IN ACCORDANCE WITH 7ANOAPD - , 'LCi,=bCAI °ION'S. ALL VEGETABLE MATTER 4ND v+3JECTT 1'rrrc6LL 6. ALL WATEH SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS f�A'TERIAL SHALL BE REMOVFO BY THt: CONTRACTOR FROM THE ANU ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN SURFACE UPON WHICH THE FLLL .iS i0 BE PLACED. LOOSE FILL ;=FONT Or THE PARCEL- THEY ARE SERVING. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIF14 NA r i l IAL 0, IV It ID. THE FXPOSED ti Tr S SHALL BE SCARIFIED TO A U�PTH 0;- 12 INCHES 4ND THEN LUMPACTED TO A MINIMUM OF 90 NOTES: PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO F'..4C..° SPR_=AIO, PIAi,'R AND COMPACT THE FIl'_ IN STRIrF 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE , °- ", i- u'ANCE =ITH SPECIFICATIONS. ENGINEERING DEPARTMENT AT LEAST 4B HOURS PRIOR TO WORKING IN THE . '3UULIC RIGHT OF WAY. FAILURE TO DO SO 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMM "0 TO FINISH WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND 9RAU; TO CPODU(E `MOOTH`:SURFACES AND UNIFORM CROSS °DOUBLE PERMIT FEES. IT I THE RESPONSIBLIB OF THE S�.I :TIO,Nr Ti.'E SLOPES OR EXCAVATIONS ANO EMBANKMENTS OWNER TO KNOW WHERE THE L. L LOCATION OF THE PROPERTY RTY S1'.7LL JE S ;iAPcD, PLANTED AND TRIMMED AS DIRECTED BY THE LINE IS. ENGINEER OF WORK AND LEFT IN A NEAT -4ND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 2, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED FXDOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UNDERGROUND. Li, ''^ TO BECOME LOOSENED SHALL BL REMOVED AND DISPOSED OF. i7. 7''= AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ACCORDAtvLr= WITH THE GRADING ORDINANCE. ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CONVEYED TO AN APPROVED DRAINAGE FACILITY. HALL BE COLLLL:TED, PILED OR OTHERWISE DISPOSED OF OFF a T,II- SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS TH4T 4. =, ROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARA'N;t_° VEGETAIIVF COVER, JUTE MATING) MUST BE IMPLEMENTED FRE;F FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION Or WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. DEB'aXS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.. ROLLS u: "RAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADAI'ION DOWNSTREAM (E.G. CONCRETE OR STUCCO - WASHOUT AREAS, COVERED STORAGE AREAS FOR TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SU3CONT,:' ^JRS ABOUT STORMWATER REQUIREMENTS AND THEIR GWN RESPCNSIBILITIES. frASTE MANAGEMENT CONNTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSINF OF ALL WASTE Af'l� NNUSED CONSTRUCTION MATERIALS. DUMPING OF UNuSED 7R WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INT.) THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO 5; sPA&c FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS PJOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH rr`'NY TRASH MATERIAL . MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BL RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF ( AZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS TO ORDER DUMPSTERS CALL EDCO AT (760) 435 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTAEILt TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILF73 AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM TY" STREET, GUTTER., AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AP'' CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. LANDSC ,IPFr', 0 1. ALL S_OPEc3 SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TC THE CITY OF ENCINITAS GRADING ORDINANCE AND FlVM0_N'AlElVTAL NOTES: 1. THE STELPEST EXISTING SLOPE IN THE GRADED AREA IS 30% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. T;fE MAXIMUM VERTICAL DEPTH OF CUT IS 10.6 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.5 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) 4.3' OF CUT AREA OF CUT (S.F.) B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 2.9' OF FILL AREA OF FILL (S.F.) ® R'S CERnF7CA7E IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGE] TU THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENT,,,, I HEREBY CERTIFY THAT A REGISTERED SOILS ENGTP4 ER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUHCRVISE OVE AL R , NG ACTIVITY AND ADVISE OF THE COMPACTION AN TA IL TYIOF THE SITE. (� Vii` MARK PAL LSEN DATE 1056 HYMETTUS AVE. ENCj.QNITAS CA, 9$024, ANNE PAULSEN 1058 HYMETTUS AVE. ENCINITAS CA, 92024 NINA KOVALEVA 1076 HYMETTUS AVE. ENCINITAS CA, 92024 Awpw acm JxIv. DATE 61,6109 DATE LEGAL DESCRIPT70N A PORTION U;- I.OT 13 IN BLOCK 8 OF SOUTH COAST PARK, IN T-F CITY Ot - ENCINI i AS, COUNTY OF SAN DIEGO, STATE OF CAL I 71 ACCORDING TO THE MAP THEROF NO. 1776, FILLi IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JANUARY 11, 1924 A.P N.: 254- 262 -11 254 - 262 -12 SITE AbDRESS 1058 & 1076 HYMETTUS AVEf UE ENCINITAS, CA 92024 OWAER/PERA41TTEE NINA KOVAL.EVA MARK PAULSEN ANNE PAULSEN NTS NPDES STATEMENT/ SPECIAL NOTE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9 -2007 -0001 (N.P.D.E.S. GERNERAL PERMIT NO. CS010B75B), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWRC3. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED; FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNEP(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 883 -G, AND BY SWRCB ORDER NO. R9- 2007 -0001, AND ANY SUESEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB ORDER NO. R9 -2007 -0001. NOI # �37L351YS2 BY: ar ^ L �2 DATE: G f Z G! D g NINA rOVALEVA, OWNER t ) DATE: " ANNE AU ' OWNER BY.• DATE. MARK PAULSEN, OWNER STATEMEA7OFENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GP'Nf_RALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE ?R PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY U,T ENCINITAS. THE ENGINEER k l„ _."' : -THAT ANY PLANC HECK Orr REVIEW PERFOMED BY THE CITY OF ENCINITAS IN TTS C PACIFY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OT- ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQU?CY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF r- 7SPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER '.TREES TO INDEMNIFY AND HOLD H^RMLESS THE CITY OF ENCINITAS AND ITS OFFICERS ^GENTS AND EMPLOYEES FROM PROPEFII -Y DAMAGE OR BODILY INJURY ARISING SOLELY FROM it' NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN TH C$,�RSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WO EA RMED BY THE ENGINEER. BY: ALL ADOPTE3 LANDSCAPE AND IRRIGATION STANDARDS. WILL AM STIN BUSTER DATE -� 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL RCE No. ,.,--OP PRIOR PR_TOR TO OCT-?BER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. AS BUILT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS ENCDUrASFMPROTECIZONDIST. OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL REVIEWED BY: BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND!C/�Gpr�jf o Dtrrr CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF P.� DRAIN, DRIVEWAY, AND STREET. G 3G 0 L)< ? REVISIONS APPROVED I DATE I R.,° '. 'ENCES I DATE 45 RVII -T P4RcE L -Z (6006 - "- rl -UP.1.3 �A/ 4,1` 9- /3•/2 7 -t6-i3 COUNTY OF ,,AN DIEGO BM 000140, 200' EAST OF INTERSECTION OF HWY 101 6 ENCINITAS BLVD. ON NF COAAER OF RR BRIDGE A23 -20 OVER FNCINITAS BLVD. STANDARD DISK IN CONGIETE ABUTTP ,IT STAMPED P,: 140 1968 EL =/9.63 DATUM: NAVD88 F_ HORIZONAL N/A VERTICAL NIA DATE: PT 2' tjhn rZ Ar BLIP .nTmrZ DESIGNED BY RE VIEWED BY' S 200 g ATE: PASCO ENGINEERING INC. 535 N. COAST HIGHWAY 101 SOLANA RlS,CH CA, 92074 PE 1537 SAN DIBGiTrM WATER DI•STRICT VEWp B DATE: SIGNATURE EXPIRES 2 YEARS AF TER DAT °6L I TGL I W AMKKA%�' f ♦ maw I U. PLANS PRWAPED UNDER THE SUPERVIS U,J OF RECOMMENDED I APP? D DATE: BY: _Al dY: R.C.E. N0. 68964 DATc: (o�LL/ DA TE. fD Z DS WILLTA JUSTIN SUITE? EXP. 12 -31 -09 ' No. 68964 J ESTHvMTED EARTHWORK QUANTITES 1, 600 CUBIC YARDS EXCAVATION (CUT) 1,150 CUBIC YARDS EMBANKMENT (FILL) 450 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITF CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAt >' CO SWELL FA %TORS). REMEDIA G. ?ADING QUANTITIES = 1, /00 CY LEGEND PROPERTY 28DIVISION BOUNDARY PROPOSED SETBACKS - - - - - PROPOSED LOT LlNL° PROPOSED CONTOURS - =255 EXISTING r:?NTOURS EXISTING EASEMLiV, - - - - - PROPOSED 3UILOP JTPRINT EXISTING WATER SERVICE LXTStING SDG &E BOX _YTSTING OVERHEAD ELECTRIC LINE NEIGHBCgrnlr HOUSES EXISTING FDGE OF PAVEMENT CENTF- A..INL - - FXISTING WA T.' R MAIN ? -- - - EXISTING SEW °.R MAIN 4" SEWER LATERAL PER SEPARATE PERMIi - 1" WATER SERVICE PER WS -09 & WC -17 --�W LIMITS OF WORK /GRADING W `r PROPOSED FLOWL INE .. - DRAINAGE DIRECTION -� - ► - --► PROPOSED ASPHALT BEiM PROPOSED RETAINING WALL TYPE e C -2 PER SDRSD HATCf!'_D AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAPF',ENT PRACTICE NOT -{{ TO BE MODIFIED WT'ri;UUT PERMIT FROM THE CITY. PROPOSED PCC CONCRETE - THICKNF-SS 5" GRAVEL BAGS PER DETAIL A 00000000.000 S'LT FENCE PER DETAIL B -X-X- 4" PVC DRAINAGE PIPE, UNLESS OTF ,FRWISE INDICATED _ CONSTRUCTION ENTRANCE "NO PARKING FIRE LANE" SIGN RIPRAP ENERGY DISSIPATOR PER SDRSD D -40 NO. 2 BACKING AMP sr,4T : pl?101rY P,QvTEc Exp. 12/31/09 �6 MAINTAINED BY_ 80AIE04NEk PRIVATE 14Z1UrcvAAkir SP CIVl)_ A6rR6EH BNT Doe, 20" - Cs6Ua of c �1F� /Zee-: 0a. 2.g, 2008 ENCINP� PUBLIC w DEPT. TzUCADLA WASTEWA= DIS'T'.° EVIE ED Y- _7va� 30� A : D CITY OF ENCINTI'AS ENGINEERING DEPARTNEENT 4�,JING PLAN , °'OR: 1059 & 1076 HYMETFUS AVE, PLANNING CASE NO: 07•J71 TPM /rnP 254- 262 -11 & 254- 26..' -12 ® 6 /23 /200BM. \1537FINAL.pro DRAWING NO. 883- 07 SHEE i i L am L y� L U N tit U Z4 a 9 o° lip r i e • I HATCHED AREA REPRESENr3V BMP �AREA T PROPOSED 5' PRIVATE FROM THE CITY OF ENCINITAS ALL EXISTING DECKS AND DRAINAGE E4SEMENT HARDSCAPE TO BE REMOVE DRAINPIPE OUTLET FROM PARCEL 3 TO �1. / PROPOSED INLET 158.95 r1= 137.55 PARCEL 1 TG= 154.15 RIPRAP ENERGY DISSIuATOR PROPOSED 4" syrz IE= 151.15 EO BE R FENCE �F EXISTING WALL TO BE REMOVED R SDRSD D -40 NO. 2 BACKING PVC DRAINPIPE ' r `; N 7 35" E. 1.07' TO E REMOV /FLf,157.15-n..,_ P° J • t , .,' .. - - - Fps , - 21 I 1 _ t TG =138.15 . F� 159.07 - ► �: FS= 139:32 6 IE137,15 l I S= 150:00 1 TG= 145.05 IvPROP101S1� :rs f IE= 143.15 ;, a I 1 = r FS=160.75 FS- 150.01. P1�POS I Fp --la15 zr 25' �• FS= 139.32 FS= 147.15 QARA(� t 1 i 10 I FS =163.00 a. �' PAO=1b248 I s r R YARD N CK 5 \ MI •� 2% MIN. 11 �- a 1 FROPOIS® 3 ` A ._Y4F17 PROPOSED 15 X8 X5' Dlgrg �ppg °20 %TMAX. I I INFILTRATION BASIN` 114999 PI�13998 \ :::5 ACIC 4 a FS= 164.00 IE= 136.71 PAD =1V3Z S PROPOSED OVERFLOW i MIN. PIB3TPL cR__LlQ15 ' I I 5 lik " 2 AX. TG= 139.82 6 k4 FS= 149.35, R I PARCM 1 BUBBLER OUTLET I y }- SS.��GROSS . FS= .137.09 6 I IE= 138.82 1 IE= 1:36.60 i3 i- FS- 149.35 2 v": FS- 163.00 I 1 , (1 HATCHED AREA REPRESENTS BMP AREA ' /� i 1 0 . \�` 14,504 SFNEh. " NOT TO BE MODIFIED WITHOUT PERMIT l PARl.J3L FS= 149.35 I� I TG= 148.75 �. ? 2 � � � FROM THE CITY OF ENCINITAS I° ) \ FS= 161.15 I, 14,631 SFGR _ '� �, fw=r4 . r =)ss,y 25! 16.5' PROPOSED 8" SEWER g IE= 138:50 S=164.00 I 1 TG= 141.15 a Vs �" 6"" MAIN EXTENSION PER \ I I 14,503 SF -� .05 FRONT ACS en SEPARATE.,JMPROVEMENT \ i = 138.31 N 2 �° ki 10:3 FL= 160.75 �4 PLAN 883 -I 16 I , .: TG= 138.15 ( ! ', `'%� \ I EXISTING 8' PROPOSED SEWER i 1 I I I t _ L C N OF DINT SEWER MAIN MANHOLE __. [ �31I IE- 137.15 4 -149.1 _ SEPARATIC "! a F'6I� 9AF a. m i I EXISTING SEWER EASEMENT TO THE (! i �'` 04� E 301.06 !f~33•„ _',�S H�°- IS8.0 FS= 154.55 K _ l t ! " y 2• g• sue,* - �_ y Fa= 152.35 ?% i0% T2% 2.._ _; LEUCADIA WASTEWATER DISTRICT t [ " 1 © i ` RECORDED MAY 10, 1985AS DOC. N0. ? i s \ - - - - - - - - - -T - _ PROPOSED d A50',.M000LAR 5% ;85- 165292, OF OFFICIAL RECORDS „i.1\ i I =2% FL= 140.65 7% -.-/ - CONCRETE- REINFORCED. BEGIN ASPHALT II + I PROPOSED PROPOSED 20' SEWER EASEMENT 171 q; GRASS SWALES SHALL BE \ PHALT BERM TURF,.AREA ' " - BERM PERCDOC. WASTEWATER DISTRICT I ? I : g 0 IFS = 142.40 REINFORCED WITH CITY I / I TG = 139.65 APPROVED GEOSYNTHETIC !).19' " "PROPOSED" 16 "PVT:'? `k3 #ZOO fS -o t33gp g age• �. °i Ea i I II IE =138.65 FABRIC i FL= 148.45 _ € ED EMERGENCY ACCESS &UTILITY ESMNT r` FS- 150. =10 // I ,� FL =1 i. VEHICLE ACCESS - PROPOSED 20' SEWER EASEMENT T01 #1ov8 0 232>o°Yt- o /4, I I I I 2 %X i FS =149. / 7� EASEMENT P LEUCADIA WASTEWATER DISTRICT PROPOSED 15 X8 X5' . i i I 20% ' I € 1 11 € g„ BGG. INFILTRATION BASINI cn, I d FS=142.40 FS= 151.15 - IE= 135.60 ARC '4 i % = 151.11 -1 2%} F 51.11 ;PER, Zoo /:a'. 4, PROPOSED OVERFLOW PROPO�S®R1 8 - --- M ~ I . �# 4,631 SFGROS P1�14190 HP= 151.00 , \ v BUBBLER OUTLET y o l FS= 135.16 ;� - � PADti4224 }2% !EXISTING IMPROVEMENTS �` - r IE= 134.76 F 4 3 SFNET' TO REMAIN " -� %£F,P ` PIRSTPL001,ml5 GF= 151.25 r a@. +OS �=S= 151.25 PAR, IANP HIV I _, 1 p v ` %� it 46� SF STING RESIDENC G , n;S= 142.15N� ?%M A. iW= 153.15 I TO REMAIN ? 7 : HATCHED AREA REPRESENTS BMP 44 64 i II 20% 1X V. _ ti \ 11 l 14.03 SFNET, f NOT TO BE MODIFIED WITHOUT PERM FS= 142.15 91110 pRAP DBCS FL= 149.47 FROM THE CITY OF ENCINITAS II q P�15�LS ~ a 25' ' o�-T eFepE ° HEADER 5% ,. T: LXISTING BROW DITCH NOT TO BE DISTURBED AWE: 3 - NOTES: ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE A THE ENCINITAS FIRE DEPARTMENT. PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MA IALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS S L BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. 1. ALL WET AND DRY UTILITIES SHALL BE IN LLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTM OR AGENCY. 2.-AS A MINIMUM, THE FIRST LIFT OF ALT PAVING SHALL 3E IN PLACE TO PROVIDE A PERMANENT A WEATHER SUP, -ACE FOP EMERGENCY VEHICLES. 3. IF APPLICABLE, ALL FIRE HY NITS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIR- PARTMENT AND WATER DISTRICT. -� 1"PROVEME,1,73 TO TO EXISTING CON €II EXISTING POW �I TO BE UND OU I / FS= 165.00 j1'- PFW-142bf Abut 50 MAIN PER WO -75 -20 SEAR YARD f ! aSE � SETBACK I I FS= 14395 t �- (j 25' 25' 1 l £owKTQvc t `t s' /4,o TOP Of SGO/ti° CHdt`}IY (FS= 154 25) (TALKS =E j,Z I ' 1 MATCH TO CONSTRUCT NEW DRIVEWAY. u ?'� 0'PT EXISTING I 4" AC OVER 6" CLS II BASE �, _, ri 146 is ?. - 148 " Gy �` CONDITIONS € 1 � PER SOILS REPORT Pt ANF (FS-15 00 .� '5533 E 301.06' W_�_ 00 90 TW= 142.15 6 PV FS= 149.15 N 74 BW= 142.15. OpttE f TW= 149.05 e a .�0P -,Z c . , PROPOSED TYPE C -3` RY " BW- 142.65 >kl =`!Y`ib IMPROVE S TO TRANSITION '- WAIC RETAINING WALL P DRSD _ T o w!- y7.0 TN _ 1 O 6w_),(,fie TO EXISTI NOITIONS PIP I aw °/yto au =(yq•p aw_,tl6.o ca�ssucrtrJ°E.c -'l ermyv0A#16r ✓Alt w ---------- I GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REOUIREO PERMISSION IS OBTAINED. REVISIONS APPROVED I DATE I REFERENCES I DATE BwCBILARK ,jY`AT F COUNTY OF SAN DIEGO BM OCO140: 200' EAST OF INTERSECTION OF HWY 101 & ENCINITAS HORIZON"_ 1 " =20 BLVD. ON NE CORNER OF RR BRIDGE A23 -283 OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 196B VERTICAL N/A EL =79.63 DATUM' NAV088 SCALE 1 " =20' ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM, GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM 1."-fE CI1Y. 3.10) ?.90 No. 68964 Exp. 12/31/09 GRAPHIC SCALE I " =20' „h i b � I w I c CA11r� 0 20 40 60 z -. ,s Nm W U ID PLANNING & BUII.DING DESIGNED TGL BY DRAWN TGLBY CHECKED BY APPROVALS CI�Y OF .Gl\\..H*Ur S ENGINEERING DEPAR iJ.RA11WG NO. m N o0 �1 -.. l lr LU m a w PLANS RE A ED UNDER THE SUPERVISION OF PFCOMMENDED APPR ' _ n A GRAOING PLAN FOR: N =m REVIEWED 6Y' _[JC 4- I,l v /yam J a=te DATE: BY: BY: 1058 & 1076 HYA07 TUS A imo y a m �� R. C. E. NO. 68964 DATE: (6�22.10 DATE: Z L /D g E; WILLIAM STIN SUITER EXP. 12 -31 -09 g" PLANNING CASE N0: 0/ -071 TPM/CDP 254- 262 -11 P C 4- 26L -12 � SHEET a 0 M:\1537FINAL.pro6 1231e00B �PE :53 EXISTING OVERHEAD ELECTRIC LINE TO BE UNDERGROUNDED CONSTRUCT 5.5" MIN. PCC DRIVEWAY PER SOILS REPORT RECOMMENDATIONS FS= 154.65 FL =154.53 (TC =154.65) REPLAIZ EXISTING 314" WATCR SERVICE WITH 1" SERVICE PER I WS-09 & WC -17 FROPOSED TRENCH RESURFACING TO THE SATISFACTION OF THE CITY IMPROVEMENTS TO BE PRIVATELY MALNTAINED PER ENCROACHMENT $ MAINTENANCE AND REMOVAL COVENANT lj DOC.o5638zg , REC. pv if- r _o_f____ EXISTIM3 DRIVEWAY TO 3E Ri M)VFO rnr, OScD t NCH RESURFACING TO SAIIv- ACTION OF THE CITY �- CONSTRUCT 1 :"€'?ATER SERVICE & M .TER PER WS -09 & WC -17 (TC_154.65) F5- 154.65 PROPOSED SEWER MANHOLE :� PER SEPARATE IMPROVEMENT PLAN v?i -I (TC= 154.55) EXISTING POWER POLE FL= 154.15 TO BE UNDERGROUNDED FS= 154.51 REMOVE r- XISTING CONCRETE DRIVEWAY APRON PORTION OF EXISTING i DRIVEWAY TO BE REMOVED 24 ) (FJ- 1-51.96) EXISTINJ 1.5" WATER METER TO RE REPLACED E WITH 1" WATER METER EXISTING FENCE AND OTHER PRIVATE ENCROACHMENTS SHALL BE REMOVED PROPOSED MODULAR CONCRETE-REINFORCED I TURF PROPOSED 6716" ZERO HEIGHT CURB 12 EXISTING WATER B" ACP j1'- PFW-142bf Abut 50 MAIN PER WO -75 -20 SEAR YARD f ! aSE � SETBACK I I FS= 14395 t �- (j 25' 25' 1 l £owKTQvc t `t s' /4,o TOP Of SGO/ti° CHdt`}IY (FS= 154 25) (TALKS =E j,Z I ' 1 MATCH TO CONSTRUCT NEW DRIVEWAY. u ?'� 0'PT EXISTING I 4" AC OVER 6" CLS II BASE �, _, ri 146 is ?. - 148 " Gy �` CONDITIONS € 1 � PER SOILS REPORT Pt ANF (FS-15 00 .� '5533 E 301.06' W_�_ 00 90 TW= 142.15 6 PV FS= 149.15 N 74 BW= 142.15. OpttE f TW= 149.05 e a .�0P -,Z c . , PROPOSED TYPE C -3` RY " BW- 142.65 >kl =`!Y`ib IMPROVE S TO TRANSITION '- WAIC RETAINING WALL P DRSD _ T o w!- y7.0 TN _ 1 O 6w_),(,fie TO EXISTI NOITIONS PIP I aw °/yto au =(yq•p aw_,tl6.o ca�ssucrtrJ°E.c -'l ermyv0A#16r ✓Alt w ---------- I GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REOUIREO PERMISSION IS OBTAINED. REVISIONS APPROVED I DATE I REFERENCES I DATE BwCBILARK ,jY`AT F COUNTY OF SAN DIEGO BM OCO140: 200' EAST OF INTERSECTION OF HWY 101 & ENCINITAS HORIZON"_ 1 " =20 BLVD. ON NE CORNER OF RR BRIDGE A23 -283 OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 196B VERTICAL N/A EL =79.63 DATUM' NAV088 SCALE 1 " =20' ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM, GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM 1."-fE CI1Y. 3.10) ?.90 No. 68964 Exp. 12/31/09 GRAPHIC SCALE I " =20' „h i b � I w I c CA11r� 0 20 40 60 z -. ,s Nm W U ID PLANNING & BUII.DING DESIGNED TGL BY DRAWN TGLBY CHECKED BY APPROVALS CI�Y OF .Gl\\..H*Ur S ENGINEERING DEPAR iJ.RA11WG NO. m N o0 �1 -.. l lr LU m a w PLANS RE A ED UNDER THE SUPERVISION OF PFCOMMENDED APPR ' _ n A GRAOING PLAN FOR: N =m REVIEWED 6Y' _[JC 4- I,l v /yam J a=te DATE: BY: BY: 1058 & 1076 HYA07 TUS A imo y a m �� R. C. E. NO. 68964 DATE: (6�22.10 DATE: Z L /D g E; WILLIAM STIN SUITER EXP. 12 -31 -09 g" PLANNING CASE N0: 0/ -071 TPM/CDP 254- 262 -11 P C 4- 26L -12 � SHEET a 0 M:\1537FINAL.pro6 1231e00B �PE :53 GRADING PLAN 1058 Bc 1076 HYMETTUS AVE. F ¢ TG- X38.15 FS= 13932 FS= 150100 IE 133'.15 l TG7- 145.05 IE= 143.15 y z�� :v �� ! 1 cn FS= 150.01 / �„ itl 25, �, FS= 139.2 FS= 147.15 amI t i REAR YARD SETBACK I' _ PROPOSED 15 XB X5' I PROPOSID ! DBClr INFILTRATION BASIN i 6 t I,ggg� PAD-439.312 IE= 136.71 2% MIN. P1R41'1 131115 PROPOSED OVERFLOW BUBBLER OUTLET iI V� 20% MAX. TG= 139.82�� FS--137.09 - I IE= 1>i8.82 ZE= 136.60 i 1- HATCHED AREA REPRESENTS BMP AREA s! NOT TO BE MODIFIED WITHOUT PERMIT �. I PARM 3' T 14 n FROM THE CITY OF ENCINITAS I N 14,631 SFGROSS 16.5' PROPOSED 8" SEWER i -1 IyAIN EXTENSION PER R �� 14,503 SFNET TG =141. v IE= 138.34 1` cn SEPARATE IMPROVEMENT \ ( I !. G7; I EXISTING 8" PLAN BB3 I I,; D+, _ , \ \ {III TC�= 138.15 PROPOSED SEWER l I SEWER MAIN MANHOLE \ I I I IE= 137.15 --------- -- - --' - III __ -- - - - -�� II 10 FL 148 45 EXISTING SEWER EASEMENT TO THE fl II!\ITIII X i I LEUCADIA WASTEWATER DISTRICT U RECORDED MAY 10, 1985AS DOC. NO. I I I \1 \ - - - - - - - - 165292, OF OFFICIAL RECORDS I FL= 140.65 ; PROPOSED 20' SEWER EASEMENT YQ , U GRASS SWALES SHALL BE LEUCADIA WASTEWATER DIS7'RIC1 lil i FS =42.40 REINFORCED WITH CITY PER DOC. 2008 - 0233609 FEC45 01- I IFS--i42.40--1 TG�139.65 APPROVED GEOSYNTHETIC AND DOC. 2008 - 0233808 REC'5 -01 ,1 ! h IE= 138.65 FABRIC I FL= 148.45 II I I2% M FS =149.5 r `= PROPOSED 15 XB floI i i FS = 142MAX INFILTRATION BASIN) I I 1 FS.401 FS151.15 Y �! 1� IE= 135.60 AR 4 ._; PROPOSED vE LOW a, 4631 SPQR FS= 135.16 �` ' PAD=1421 IE= 134.76 I a 4rM SFNff P wRowlS3.11 F= 1517 E�STING I a F 15125 CO NeRET X CUVMD PROFOW I� E 3 _ PA770 (ARA(� 1 TW= 153.15 If 61 HATCHED AREA REPRESENTS EIMP A ! l 20 %IMAX• _ NOT TO BE MODIFIED WITHOUT PERM if FS--I 15 "/I FL= 149.4 FROM THE CITY OF ENCINITAS X I 7 REAR DRAIP -- OUTLET SETBACK I TG= 139.00 P 4199 y TU-- -147.5 FS =449.95 FL =137 65 I IE= 13,8.00 cv S RIPRAP ENERGY DISSIpATOP I, I - `7 - - PER SDRSD D -40 N0. BACKING EXISTING BROW DITCH -XFTTW` i t .5 =14 (� NOT TO BE DISTURBED BW= 142.15 i TW= 149.05 - TW =142.0 FM, 2 - 3'10--24 Aft .. BW= 142.65 PROPOSED 5' PRIVATE 8W =142.0 TW=147.5 TW =149.0 DRAINAGE EASEMENT PROPOSED TYPE C -3 BW=143.0 BW =146.0 FROM PARCEL 4 TO MASONRY RETAINING PARCEL 2 WALL PER SORSO IE OUT =144.2 HATCHED AREA REPRESENTS BMP AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY OF ENCINITAS HP= 158.95 262 22 EXISTING EXISTING FENCE WALL L TO BE REMOVED ALL EXISTING DECKS AND HARDSCAPE TO BE REMOVED 1 BW= 153.801 FL= 149.30 1 TW= 153.50 i �0\\ 1 i FST1.75 X � W =149. F x163.00 o , Pt �1b218 25' I i 12% MIN. T�+ - 1 0 f 5EE EET\ 2P3 Fog G��p l ►JG FL =154 PARCEL 1 1 ffiS Lp-ru CONSTRUCT TYPE C_� RETAININGI WALL PERM `t - 15468SFGR ' SDRSD/ , 14,504 SFNEt / '�W= 153.K5' W' W ! 1.1 _ 25i 55.0 � - ., V ,5% FRONT- YAAD � SETBACK �$ FL 160. _ FS=158.11 57 L TI JOINT i 2% 6 MIN. _. . SEPARATION J' F4 =151 20� FS *151.Li ��o > PROPOSED 5' PRIVATE LTAEQ S(1A€ DRC►� F A .eT DRAINPIPE OUTLET 2% DRAINAGE EASEMENT FROM PARCEL 3 TO PROPOSED INLET FL= 137.65 PARCEL 1 FL= 148.70 �, TG= 154.15 IE= 151.15 RIPRAP ENERGY DISSIPATOR I < 149503 S1 PROPOSED 4" i 2% PER SORSO D -40 NO. 2 BACKING PVC DRAINPIPE IMATE LOW _ t'.E f N A,5 OF TOP OF SLOPE PROPOSED INLET IL F ¢ TG- X38.15 FS= 13932 FS= 150100 IE 133'.15 l TG7- 145.05 IE= 143.15 y z�� :v �� ! 1 cn FS= 150.01 / �„ itl 25, �, FS= 139.2 FS= 147.15 amI t i REAR YARD SETBACK I' _ PROPOSED 15 XB X5' I PROPOSID ! DBClr INFILTRATION BASIN i 6 t I,ggg� PAD-439.312 IE= 136.71 2% MIN. P1R41'1 131115 PROPOSED OVERFLOW BUBBLER OUTLET iI V� 20% MAX. TG= 139.82�� FS--137.09 - I IE= 1>i8.82 ZE= 136.60 i 1- HATCHED AREA REPRESENTS BMP AREA s! NOT TO BE MODIFIED WITHOUT PERMIT �. I PARM 3' T 14 n FROM THE CITY OF ENCINITAS I N 14,631 SFGROSS 16.5' PROPOSED 8" SEWER i -1 IyAIN EXTENSION PER R �� 14,503 SFNET TG =141. v IE= 138.34 1` cn SEPARATE IMPROVEMENT \ ( I !. G7; I EXISTING 8" PLAN BB3 I I,; D+, _ , \ \ {III TC�= 138.15 PROPOSED SEWER l I SEWER MAIN MANHOLE \ I I I IE= 137.15 --------- -- - --' - III __ -- - - - -�� II 10 FL 148 45 EXISTING SEWER EASEMENT TO THE fl II!\ITIII X i I LEUCADIA WASTEWATER DISTRICT U RECORDED MAY 10, 1985AS DOC. NO. I I I \1 \ - - - - - - - - 165292, OF OFFICIAL RECORDS I FL= 140.65 ; PROPOSED 20' SEWER EASEMENT YQ , U GRASS SWALES SHALL BE LEUCADIA WASTEWATER DIS7'RIC1 lil i FS =42.40 REINFORCED WITH CITY PER DOC. 2008 - 0233609 FEC45 01- I IFS--i42.40--1 TG�139.65 APPROVED GEOSYNTHETIC AND DOC. 2008 - 0233808 REC'5 -01 ,1 ! h IE= 138.65 FABRIC I FL= 148.45 II I I2% M FS =149.5 r `= PROPOSED 15 XB floI i i FS = 142MAX INFILTRATION BASIN) I I 1 FS.401 FS151.15 Y �! 1� IE= 135.60 AR 4 ._; PROPOSED vE LOW a, 4631 SPQR FS= 135.16 �` ' PAD=1421 IE= 134.76 I a 4rM SFNff P wRowlS3.11 F= 1517 E�STING I a F 15125 CO NeRET X CUVMD PROFOW I� E 3 _ PA770 (ARA(� 1 TW= 153.15 If 61 HATCHED AREA REPRESENTS EIMP A ! l 20 %IMAX• _ NOT TO BE MODIFIED WITHOUT PERM if FS--I 15 "/I FL= 149.4 FROM THE CITY OF ENCINITAS X I 7 REAR DRAIP -- OUTLET SETBACK I TG= 139.00 P 4199 y TU-- -147.5 FS =449.95 FL =137 65 I IE= 13,8.00 cv S RIPRAP ENERGY DISSIpATOP I, I - `7 - - PER SDRSD D -40 N0. BACKING EXISTING BROW DITCH -XFTTW` i t .5 =14 (� NOT TO BE DISTURBED BW= 142.15 i TW= 149.05 - TW =142.0 FM, 2 - 3'10--24 Aft .. BW= 142.65 PROPOSED 5' PRIVATE 8W =142.0 TW=147.5 TW =149.0 DRAINAGE EASEMENT PROPOSED TYPE C -3 BW=143.0 BW =146.0 FROM PARCEL 4 TO MASONRY RETAINING PARCEL 2 WALL PER SORSO IE OUT =144.2 HATCHED AREA REPRESENTS BMP AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY OF ENCINITAS HP= 158.95 262 22 EXISTING EXISTING FENCE WALL L TO BE REMOVED ALL EXISTING DECKS AND HARDSCAPE TO BE REMOVED 1 BW= 153.801 FL= 149.30 1 TW= 153.50 i �0\\ 1 i FST1.75 X � W =149. F x163.00 o , Pt �1b218 25' I i 12% MIN. T�+ - 1 0 f 5EE EET\ 2P3 Fog G��p l ►JG FL =154 PARCEL 1 1 ffiS Lp-ru CONSTRUCT TYPE C_� RETAININGI WALL PERM `t - 15468SFGR ' SDRSD/ , 14,504 SFNEt / '�W= 153.K5' W' W ! 1.1 _ 25i 55.0 � - ., V ,5% FRONT- YAAD � SETBACK �$ FL 160. _ FS=158.11 57 L TI JOINT i 2% 6 MIN. _. . SEPARATION J' F4 =151 20� FS *151.Li I � � ��o > LTAEQ S(1A€ DRC►� F A 2% PARRM, ,, �, I < 149503 S1 ti• i 2% IMATE LOW OF TOP OF SLOPE PROPOSED INLET rG= 150.60 I IE= 146.60 1 INSTALL - - LINED f N 74 "M33 IF 301.06' � -As .254 -3� TW =1 BW =152.6 CONSTRUCT TYPE C -4 MASONRY RETAINING WALL PER SDRSO PLAN VIEW SCALE 1 " =20' I � � ��o > > A F A -=T---,- I I I gt If IMPROVEMENTS TO TRANSITION TO EXISTING CONDITIONS EXISTING POWER POLE TO BE UNDERGROUND EXISTING OVERHEAD ELECTRIC LINE TO BE UNDERGROUNDED REPLACE EXISTING 314" WATER SERVICE WITH 1" SERVICE PER WS -09 & WC -17 PROPOSED TRENCH RESURFACING TO THE SATISFACTION OF THE CITY IMPROVEMENTS TO BE PRIVATELY MAINTAINED PER ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT DOC. -- REC. - -------- EXISTING DRIVEWAY TO BE REMOVED PROPOSED TRENCH RESURFACING TO THE SATISFACTION OF THE CITY CONSTRUCT 1" WATER SERVICE & METER PER WS -09 & WC -17 i PROPOSED SEWER MANHOLE PER SEPARATE. IMPROVEMENT PLAN 883-1, EXISTING POWER POLE TO BE UNDERGROUNDED REMOVE EXISTING CONCRETE DRIVEWAY APRON PORTION OF EXISTING DRIVEWAY TO BE REMOVED (FS= 151.96) EXISTING 1.5" WATER METER TO BE REPLACED WITH 1" WATER METER EXISTING FENCE AND OTHER PRIVATE ENCROACHMENTS SHALL BE REMOVED PROPOSED MODULAR CONCRETE- REINFORCED TURF AREA PROPOSED: 6'1 ZERO HEIGHT CURB EXISTING WATER 8" ACP MAIN PER WO -75 -20 CONSTRUCT NEW DRIVEWAY. 4" AC OVER 6" CLS II BASE PER SOILS REPORT GRADING NOTE: NOTES: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE ROOF DRAIN NOTE: PARKING OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE AND CITY FIELD INSPECTOR. A WRITTEN LETTER OF FOR STORM WATER POLLUTION CONTROL PURPOSES, THE ENCINITAS FIRE DEPARTMENT. PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO ONTO GRASS AND LANDSCAPE AREAS PRIOR TO GRAPHIC SCALE 1 " =20' PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE START OF ANY SUCH WORK. ANY DISTURBANCE ON THE COLLECTION AND DISCHARGE ONTO THE STREET PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. TO THE SATISFACTION OF THE FIRE DEPARTMENT: PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO GRASS AND LANDSCAPE AREAS DESIGNATED FOR 0 20 40 60 THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED STORM WATER POLLUTION CONTROL SHALL NOT BE St Q pFES 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS MODIFIED WITHOUT A PERMIT FROM THE CITY. P 0 �O JUSTIN q! THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. OBTAINED. Q P� SG PASCO LARET SUITER 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY NEW VEHICLES. AS -BUILT uj 3 NO. 68964 m rn 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, �^ cc Exp. 12/31/09 a & ASSOCIATES AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. BY.' J SST SJ I'(_ DATE:�(�H it' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. �p�(p N SHEET q� CIVIC- E��p 535 N Cast ]Highway R01 Ste A Solana Beach, CA 92075 CAIZ ph 858.259.8212 1 fa 858.259.4812 f p1saengineeaing.c®ffi OF ` EXPIRES : _ l U ?j� /�?j REVISIONS APPROVED DATE REFERENCES DATE B$N� SCALE PLANNING & BUILDING DESIGNED BY DRAWN ev CHECKED BY APPROVALS CITY OF ENCDffrAS' ENGHgEERING DEPAR'T'MENT DRAVVING NO. TGL TGL WJS ADD SHE - 2A COUNTY OF SAN DIEGO BM 000140,• 200' PLANS R ARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: THIS SHEET REPLACES EAST OF INTERSECTION OF HNY 101 & ENCINITAS REVIEWED BY: �� COR SHEET 2 BLVD. oN > AS BLV RR BRIDGE A23 -283 HORIZONAL 1 " =20' DATE WIS1l.1� BY: _ BY: 1058 & 1076 HYMETTUS AVE. 883 -G OVER ENCINITAS BLVD. STANDARD DISK W REVISED MAR Et I GI CONCRETE ABUTTNENT STAMPED OC 140 1968 R. C. E. NO. 68964 DATE: DATE: ,RADII) G A JV A^ S/ VERTICAL N/A DATE . WILLI JUSTIN BUTTER EXP. 12 -31 -09 1A ADD sw-,O L� AI 1 EL =79.63 DATUM NAVDBB PLANNING CASE N0: 07 -071 TPM /CDP 254 - 262 -11 & 254 - 262 -12 SHEET 2A OF d /6� 4s- SUI PaI 2 (gyp 't-t4 IV4c. " [�Z_ 7�it �3 N.' \1537CC.pro6/8/2010 PE 1537E IN-ET -\ IE= 151.15 TW= 153.80 BW= 153.80 7. 7 - ® FG =157. l (�3'HAY,. RET WALL FG =157.! HATCHED AREA REPRESENTS BMP AR! NOT TO BE MODIFIED WITHOUT PERM. FROM THE CITY OF ENCINITA (SEE DETAIL THIS SHEE FL =154.E CONSTRUCT TYPE C- RETAINING WALL PE SDRSD FG -157.; TW =153: BW =148. SEE SWAL DET, THIS SHE T U SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. 5 " PLANTS THAT ARE NOT PRONE TO DEPTH BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. PER PLAN �- dII/ I \J. 1 1 FEI Q--' 6" MIN. ENGINEERED SOIL SEE NOTE BELOW INSTALL TURF REINFORCEMENT rl MAT IF APPLICABLE 18" MIN. 2" MIN -318" GRAVEL I I 16" MIN-314" CRUSHED ROCK 2' MIN. *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-50% SAND. 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. VEGETATED BMP SWALE DETAIL NOT TO SCALE GRADING PLAN 1058 & 1076 HYMETTUS AVE. HATCHED AREA REPRESENTS BMP AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY OF ENCINITAS. SEE SWALE DETAIL IM 254-262-22 THIS SHEET TYP) HP= 158.95 N 74'5435" E 381-A7. ( I i _ 4Z t\ - TW 157. CONS:C4TRET. 3 MAX \ TW 161.0 1 Lei TYPE WALL i \ BW=15B.0 ' aFEa PER all I - - 165.00 TW =163.7 qp. 2 TW =1576 E1- BW 161.7 o r BW =154 TW--157.3 77 FG-1O3.7 - 163.30 r 'ad C \ " (FS= 154.65) 1 !PROPOSED FILL 0 \ FS= 163.50 21 k. lr TW=15 AFEA SHALL EXCEED 4.OT PRUPOSED Ffi�163.7 F -158 W 156. 5. t I ABOVE ORIGINAL RESIDENCE CONSTRUCT TYPE C -4 S (MADE ' Fl�165.l10 T. WAIF, PER; SDRSD !.7 TW =159 1 �? j PAD--162.00 "E1r Arx m BC 56 r s MAxx 21 - FS= 162.50 ?r s 16! 2% I TYPE C 4 . WALL F YARD ( PER FS= 160.70 CK I FS= 159.90 ¢0 0 ! - -. FS= 160.00 F5-1fi0 70 B 60.0 TW =158. I 's 60.6 -- - -' 13W =155. �l =- 1 - Wl k \ j I I 11 X 153. p !� V It A Tye \ X 15765 „ PLAN VIEW SCALE 1 " =20' r 9 NOTES: GRADING NOTE. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE ✓Y TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS GRAPHIC SCALE 1 " =20' OBTAINED. ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE QF\UFESSI044 0 COLLECTION AND DISCHARGE ONTOSTHEISTREET Q�SP� N sG �� O �USTj AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. ti ti �R` z PAS C 0 URET S U ITE R GRASS AND LANDSCAPE AREAS DESIGNATED FOR AS- BUILT �^ 3 No. 68964 :33 rn w rn STORM WATER POLLUTION CONTROL SHALL NOT BE ¢�. Ex P. 12/31/11 & ASSOCIATES MODIFIED WITHOUT A PERMIT FROM THE CITY. BY. Jgrjh SJifM _DATE:? 1!5 /a CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING ` ^ / wa E �T CIVIC �P 335 N Coast Hi 101 Ste A Solana Beach, CA 92073 -S 4 I R.C.E. q(p� NEW SHEET 9�� CAISF� Highway / ph 838.239.82Il2 � fa 838.75�.481� S pIlsaengnneeainS.c ®m EXPIRES'_ I �I �jl /��j REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN TGLev cHEWJS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. COUNTY OF SAN DIEGO BM 000140.• 200' PLANS PR RED UNDER THE SUPERVI41gN OF RECOMMENDED APPROVED GRADING PLAN FOR: ADD THIS SHEET / A -/0 5/24 1 T� Giw ainvd � �! f/ EAST OF INTERSECTION OF HWY 101 & ENCINITAS REVIEWED BY..' � �l' A5 ILT''R C I � _ Q•rs•(2 BLVD. N NI AS CORAER BLVD. OF RR BRIDGE A23 -283 HORIZONAL 1"=20' DATE ` BY: _ _._ _ BY 1058 & 1076 ��YMETTUS AVE. 883 G b OVER ENCINITAS BLVD. STAI�ARD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 1968 VERTICAL R.C.E. NO. 68964 DATE: DATE: DATE: WILLIAM STZN BUTTER _ 5�4� -) EL =79.63 DATUM• NAVD88 EXp. 12 -31 -11 PLANNING CASE NO: 07 -071 TPM /CDP 254 - 262 -11 & 254 - 262 -12 SHEET 2B OF ,* N. \ 1537CC.pro4/2212011 PE 1537F OF TO 07 wu .1 WI EXISTING EkDW DITCH (TO) �1.0 N h 1 n1 \ I INSTALL 215' LF OF 4" PVC DRAINPIPE , I/ \ "N. 254- 262 -148 GRADING PLAN 10,58 & 1076 HYMETTITS Avp (FS= 154.6) I 'I i S I - 7 I I (FS= 154.6) I j ASTALL SILT I IEAU (TYR) I i (FS= 154.0) j (I \ EXISTING 116' PVT. ACCESS ''�� ►o�aa��a�waa�Haaa��w rON 1 1 fe ,I 1 .. 1 =&% BE REPOVED (TYP) i ®R `� k* If rl g1PJL I lI A 1 p 1 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL RETENTION AREA SHALL BE LEVEL AND DEPRESSED A 12" X 12" GRATED INLET MINIMUM OF 6" FROM 1IE SING GRADE 1-3" HARDWOOD MULCH I I I I 1 -1 I 1 H 12" MIN. ENGINEERED SOIL 1I 111 1 1 I1- III -I P 11 1I1 -111 111- *SEE NOTE BELOW III III -111 III -1111 III III III 11 Q1 RIB —3" OF 318" GRAVEL N _314" CRUSHED ROCK 4" PERFORATED PVC PIPE 4" PERFORATED PVC PIPE PLACE PIPE NM PERFORATIONS TO CONNECT TO RISER 4" PVC PIPE TO AT TIE DVVERT STORMDRAIN SYSTEM *BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. BW INFILTRATION BASIN NOT TO SCALE 1 I EXISTING 1" WATER SERVICE L TO REMAIN W W DISTALL TDF30WY i COAST. B►P SILT I FENCE (TYP) 1 I _�TLL INS OW ENTS STORWATER POLLUTION CONTR'L BWS I I TO BE PRIVATELY MAINTAD+ED AND NOT TO � MODIFIED WIThDUT A PERMIT X FROM TIE CITY WMETAMN W1711 ADMUME &MMD MAUL) (FS- 1534) EXIST1% 8" AC° WATER - 25 RC 31 r . / / HS- ! NO-75-20 Y + 4. INSTA HYDAOSEED —' `�'G �/ _ _ ' • 'r 0? I I ! + + STABILIZAT MTN- FLL1-T— 160— — — / f • • " lSs1 I + + PAD OR VEGETATED EQUAL �y • I �b N + / 1 AND 1 BE R YS (TTYP) TO E14 + �` f NI N .� /v � (FS--153.5) � T4C F6--457.3 ( TR CT(RTO MAIH + -� 7 INSTALL T MI°ORARY + _ ; ; J FLOMLINE TMROAGH DRIVEWAY o` FL =155.5 + 4. + - B46ST:rB AVEt S IN 2.pZ - \ + \ m TG =155 2 + + C> =159.1 B G 158.9 G= 157.9a \ f 1 EXISTING DRIVE TO \ 70 IE =152A FL =155 3 f f (FS- 4) 4 BE FIEMCIVED En rn (o � b � i g i EXISTING INLET TING BRO1✓ \ It�S�ALL B P IAF TAATION BAS PER FL =158.0 X X X -- -- TALL T Y TG =150.6 \ DITCH ( ) \ DETAIL THIS S+EET, NOT TO B< MODIFIED °1`�5 EXISTING DI?M TO COAST. BM° SILTR 1 IE =140.6 WITHOUT PERMISSION FROM THE CITY BE REMOVED, FENCE (TYP) l a' P e 254 - 330 -26 STORMWATER POLLUTION CONTROL BM°S INSTALL HYDR05EED / \ TO BE PRIVATELY MAINTAIAED AND NOT STABILIZATION ON'(=LAT TO BE MODIFIED WITICUT A PERMIT PAD OR VEGETATED' DUAL FROM TW CITY (SEE DETAIL SHEET 26) PRELIMINAR Y GRADING PLAN 1 " =10' SCALE C 16'1 EASEMENT EXISTING 4" AC OVER 6" CLASS II AB OVER 12" TYPICAL SECTION - PVT. DRIVE 1 " =5' SCALE WE VE6ETAT10W WIN ADWTE CA"D COVEJt, 12.0' 7.0 FFm AD�ISl3 - -- - PAVERS SECTION - A 1 " =5' SCALE R.O.W. 6.0' 1 - I DASHED LINE REPRESENTS EXISTING GRADE INSTALL IMPROVEMENTS PER 883 -I HYAfiff7VSAV1L SOLID LINE REPRESENTS PROPOSED GRADE 1I \V I I"ILL rVYJ I CONSTRUCTION BMP VEGETATED SWALE PER DETAIL SHEET 2B DiSTALL DECORATIVE PERVIOUS 7•. BY M AG"K OR CITY APPROVED EOUIV :ED/ CR(SIED •11 6" - 112" CR/ShEO RD7l PER ASTM M7. 57 PERVIOUS PAVER SECTION NOT TO SCALE SECTION - B 1 " =5' SCALE 111TE W SHEET No. 68964 Exp. 12/31/11 GRAPHIC SCALE 1 " =10' 0 10 20 30 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 53514 Coast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 ! pleaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BM40BIARK SCALE PLANNING & BU -DING DES BY v CHEWS er APPROVALS CITY OF ENCIlVITAS ENGINEERING D13PART MT DRAWING NO. TODD TGL COLWY OF SAN DIEGO BK OCO140.• 200' EAST OF INTERSECTION OF HWY 101 G ENCINITAS 6L VD ON NE CORER OF RR BRIDGE A23-263 OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTTNENT STAMPED OC 140 1968 EL =79.63 DATIMt NAVD88 HORIZONAL _ N/A VERTICAL N/A REVIEWED BY: �®,�� c��— ��- PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. 68964 WILLIAM JUSTIN SUITER EXP. 12 -31 -11 RECOMMENDED APPROVED BY: __._ BY: DATE: _ DATE: -*15 GRADING PLAN FOR: 1058 & 1076 HY 07TUS AVE, PLANNING CASE NO: 07 -071 TPM /CDP 254- 262 -11 & 254 - 262 -12 883 -0 /� & ADD THIS SHEET mw Alls"11 tc tY ! (� 45- 81111- 7 P4Rcez 2- 43 It v $ 2O // AT IN SHEET 2C N: \1895Ar,08/17/2011 PLSA 1537FI1895 SOLID LINE PROPOSED GF 1058 & 1076 HYMETTUS AVE. TOP OF WALL (TYP) BOTTOM OF WALL (TYP) �. �— v " COVER 14`12 (TYP) N. T. S. (_ 16'1 EASEMENT _ c? p M I LONSTRUCT MPX 91 I I ASPI ,'AL. T : FERMI 2 2% — 2% �P c?1 2•� h �� •y �� PLACE 4" AC OVER 6" CLASS II AB OVER 12" COMPALTED NATURAL GRAGc DRIVEWAY TYPICAL SECTION I T 1 F I 1 (,'Li,13 lAUL, T 4" PVC DRAINPIPE 1 t REVISIONS SCALE 1 " =10' DECK ABOVE BUILDING WALLS PER SEPARATE PERMIT FF= 150.15 2% MIN. SOLID LINE REPRESENTS FF= 139.98 PROPOSED GRADE 2% MIN. PAD- 139.32 SECTION B -3 SCALE 1 " =10' i I PER L FINAL MAP 1 BUILDING WALLS PER — 13.3 °a ' SEPARATE PERMIT 20.19 LOT LINE PER FINAL MAP —� CONSTRUCT TYPE C -2 RETAINING WALL PER SDRSD FI0j -`BMP AREA NOT TO BE M WITHOUT PERMISSION F) :THE CITY OFlENCINITA; BUILDING WALLS PER SEPARATE PERMIT SOLID LINE REPRESENTS PROPOSED GRADE GRADE APPROVED.I DATE PROPOSED DECK ABOVE REFERENCES SECTION C -3 SCALE 1 " =10' PATIO PER BUILDING PLANS PROPOSED BUILDING WALLS PER SEPARATE PERMIT T1 FF= 142.90 - ° - _...- -- PAD =142.24 lJSTALL GRASS LINED SVALE 3MP AREA A/OT TO SECTIOND -3 maDiF«D WPC CITY PERNIIT SCALE 1 " =10' DATE BENCHMARK SCALE PLANNING & BUILDING COUNTY OF SAN DIEGO BM 000140,' 200' EAST OF INTERSECTION OF HWY 101 6 LNCINITAS hEVIEWED B � BLVD. ON NE CORNER OF RR BRIDGE A23 -20 HORIZONAL N/A (: OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 1968 VERTICAL N/A �7 EL =79.63 DATUM.' NAVD88 LIACTE ' AS 3c//a Pd R r-eL 2 "l lb c' M,�.G�lL I Z 7 //4I/ 3 PRIVATE AREA DRAIN ',' �,`� � �; 4 " PERFORATED CITY APPROVED TG= SEE PLAN ` •. ti D,RAI ^:'IRE @ 1% GEOSYNTHETIC FABRIC IE= SEE PLAN,'ti , , CRASS SWALE � II �� ,. � IJ., � . ,. � � ��.,` ..' PRIVATE t:AEA DRAIN N.T.S. TG= SEE PLAN R.O.W. I 25' 2% 2% PLACE REDWOOD HEADER CONSTRUCT TURF — BLOCK REINFORCED GRASS SWALE PLACE 6716" ZERO HEIGHT PCC CURB I 12.0' I 11.5' VARIES I SAWCUT LINE PLACE 4" AC OVER CLASS II 6" AB 4" PERFORATED OVERFLOW DRAINPIPE @ 1% TO BUBBLER PRIVATE DETENTION STR UCH N. T. S. I R.O.W. 1 --I 1 0 ^BASS CONCRETE TURFBLOCK MIN 4" 2" OF CLEAN SAND 6" OF CLASS II BASE TURFBLOCK DETAM N. T. S. No. 6856- Exp 12/31/'9 HYMETTUS AVENUE TYPICAL SECTION CIV OF CALZ� �Q N. T. S. W N W l DESIGNED TGL BY DRAWN TGLBY CHEMED BY APPROVALS CITY OF ENCINITAS ENGINEERING DFPj fA�a.AltlfEN l DRAWING NO. z O1 •, W, r'LANS •PR RED UNDER THE SUPERVIS ON OF R.- COMMENDED H - rNOVED GRADING PLAN FOR: 0 "Zz '21A L3 1 �+p 7 )^�� + T A 883 �r DATE: 2, BY: BY: 1OJS ®�� JFl 11Y11i. -1 1 lJS C1 r li. id a `�N R.C.E. N0. 68964 DATE: {' 1_y /�I �' OAT':, WIL!IAM USTIN SUITER EXP. 12 -31 -09 PLANNING CASE N0: 07 -071 TPM /CDP 254- 2b2 -11 & 254- 262 -12 '-JriELT 3 OF . M..' \1537FINAL.pro6/23/2008 PE 15.37F DASHED LINE REPRESENTS 1 EXISTING GRADE 2% MIN �_. _ e � _ _ _ m p _ _ _ FF 139.98 �pX n � PAD = 139.32 4 UY REP RESENTS BMP, AREA ''NOT r ''TO 6L MODIFIE +J :WITHOUT 'PERMISSION- FROM THE CITY fi &1 `AF.,ENCINITAS SOLID LINE REPRESENTS PROPOSED GRADE GRADE APPROVED.I DATE PROPOSED DECK ABOVE REFERENCES SECTION C -3 SCALE 1 " =10' PATIO PER BUILDING PLANS PROPOSED BUILDING WALLS PER SEPARATE PERMIT T1 FF= 142.90 - ° - _...- -- PAD =142.24 lJSTALL GRASS LINED SVALE 3MP AREA A/OT TO SECTIOND -3 maDiF«D WPC CITY PERNIIT SCALE 1 " =10' DATE BENCHMARK SCALE PLANNING & BUILDING COUNTY OF SAN DIEGO BM 000140,' 200' EAST OF INTERSECTION OF HWY 101 6 LNCINITAS hEVIEWED B � BLVD. ON NE CORNER OF RR BRIDGE A23 -20 HORIZONAL N/A (: OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 1968 VERTICAL N/A �7 EL =79.63 DATUM.' NAVD88 LIACTE ' AS 3c//a Pd R r-eL 2 "l lb c' M,�.G�lL I Z 7 //4I/ 3 PRIVATE AREA DRAIN ',' �,`� � �; 4 " PERFORATED CITY APPROVED TG= SEE PLAN ` •. ti D,RAI ^:'IRE @ 1% GEOSYNTHETIC FABRIC IE= SEE PLAN,'ti , , CRASS SWALE � II �� ,. � IJ., � . ,. � � ��.,` ..' PRIVATE t:AEA DRAIN N.T.S. TG= SEE PLAN R.O.W. I 25' 2% 2% PLACE REDWOOD HEADER CONSTRUCT TURF — BLOCK REINFORCED GRASS SWALE PLACE 6716" ZERO HEIGHT PCC CURB I 12.0' I 11.5' VARIES I SAWCUT LINE PLACE 4" AC OVER CLASS II 6" AB 4" PERFORATED OVERFLOW DRAINPIPE @ 1% TO BUBBLER PRIVATE DETENTION STR UCH N. T. S. I R.O.W. 1 --I 1 0 ^BASS CONCRETE TURFBLOCK MIN 4" 2" OF CLEAN SAND 6" OF CLASS II BASE TURFBLOCK DETAM N. T. S. No. 6856- Exp 12/31/'9 HYMETTUS AVENUE TYPICAL SECTION CIV OF CALZ� �Q N. T. S. W N W l DESIGNED TGL BY DRAWN TGLBY CHEMED BY APPROVALS CITY OF ENCINITAS ENGINEERING DFPj fA�a.AltlfEN l DRAWING NO. z O1 •, W, r'LANS •PR RED UNDER THE SUPERVIS ON OF R.- COMMENDED H - rNOVED GRADING PLAN FOR: 0 "Zz '21A L3 1 �+p 7 )^�� + T A 883 �r DATE: 2, BY: BY: 1OJS ®�� JFl 11Y11i. -1 1 lJS C1 r li. id a `�N R.C.E. N0. 68964 DATE: {' 1_y /�I �' OAT':, WIL!IAM USTIN SUITER EXP. 12 -31 -09 PLANNING CASE N0: 07 -071 TPM /CDP 254- 2b2 -11 & 254- 262 -12 '-JriELT 3 OF . M..' \1537FINAL.pro6/23/2008 PE 15.37F EkOSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANNE PAULSEN AT (760)- 634 -2890 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVATIABLE AT ALL TIMES DURING THE RAINY SEASON. ALL PELt:;i.'.RY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITAT- RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICEL SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE - NGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PR)fUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPFRATION OR UNFORESEEN CIRCUMSTANCES 1058 & 1076 HYMETT Us A VEO WHICH MAY ARISE. GRAVEL BAG PER SILT FENCE PER GRAVEL BAG PEI 6. iHL CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE DETAIL (TYP) DETAIL (TYP) L N 74'5435' E 301.07' DETAIL (TYP) NECESSARY PRECAUTIONS TO PREV: -:41T PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Sim a.K<.A 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 'p 1 f GRADING F)LAN SHALL BE INCORPORATED ' '=REON. Z p ,' '`;, B. L,3ADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY �nJ 0 FROM THE FACE OF SLO:F AT THE CONCLUSION OF EACH WORK 9 0 DAY. 0 d 9. <LL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE a��/ ME 61 ) - ; f SNEEt 2.x 1 1T THE EP�I Or EACH .ORKING DAY WHEN THE FIVE (5) DAY RAIN � iu 6 / t I ROOABILITY i ORECASf EXCrEDS FORTY PERCENT (40 %) . SILT 0 1 / f ! FOR CLjQNItES•,. 1 ;�. ANSI OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 0 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES ,AIL Tn PROVIDE 0 EFFECTIVE COVERAGE OF GRADED SLOPES (0% COVERAGE) PRIOR MD TL' NOVEMEER 15, THE SLOPES SHALL BE SIABILIZFD WITH / � � j } � � 9 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 , "'` °/ j 1� I OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STITE / i, ^� ALIFOFNIA DEPARTMENT CF CONSERVATION. � �° �0 v i Ip e i11I0 CfS �No co o yCRn p EROL p h 11 , � a 41 t 1!blo 1 - -- ------ - - - - -- --- ) r ±0£tCE -4 4 ik-- ._o ,.. t O - - - - - - - - - - - - - - - -. - - - i 11 t g I p .vd rv4 ».. - ._...- __... -.., �.. Y�..........- ...., -.... F I ! RAVEL BAG PER la 1 I i I II s }? 0, 1 DETAIL (TYP) xi1 I {IO, I a t I I `..I 'YF ; 9' _yy. j 0' / 9 \ 0 [ ?Rr 1F 0 k <, fl m l ; .. a . f D f"P�`� , °• ,,>,.� 'r! m I I I o see ore L a 0(Li YlSTitVC CpACRF n 0 i 6 0 01 :s: � "' 1 s �o I p I aat� E 0 1 } Y S ^r D z I -- AE I -- - Irn SILT FENCE PER "b 1 DETAIL (TYP) 'a' 68964 GRAPHIC KALE 9 " =2'1' Exp. 12/31/09 �q� CIVIL � 0 20 40 60 4� MI -0 CRUSHED ROCK FILTER FABRIC ORIGINAL GRADE L1. I ' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION E-E CONSTRACTIONE1 TTRANCE (DETAIL REVIz :ONS �DT�a- 6NAA/6i WPM JS- RBV/GT IPJfk APPROVED I DATE I REF- RENCEa GRAVEL BAG PER uNlkfl4'E`Y ,- Ila 1 Q i `y { p. y .,y.,a+ ` , . ': ~--- •.:..p�.��q �.~f'}:,,.. p( \�y ,{ k' t �.�p� DETAIL (9;YP) �'t. ,!3/RT {/ 9 7..4°1. ( � F. } `-`` ., �iv-rr>r>�r�X ,T9 ��ra � � -°?� I 1 _ ��„ • a {JOp gtl6 I I SIL i FE. PER N .74 W 33' E 301.06' �4 4 I I DETAIL WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFF W a 09€3T ?592 f" ,tiL g I8 t C, A 4w PARS °° I . i I I � I F'v 1. SET POSTS AND EXCAVA'ic A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG PIE LINE OF POSTS. i -/ 4 IN (10 CM) e 3. ATTACH THE FIL "ER FABRIC TO 4. BACKFILL AND COMPACT THE RUNOFF TWO LAYERS OF GRAVEL BAGS THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. WITH ENDS OVERLAPPED INTO THE TRENCH. W = GAP BETWEEN BAGS ill i NOTE: _I- u- ACTS AS SPILLWAY FILTER FABRIC CONTRACTOR TO MODIFIY CONSRUCTION E II �I EP'TRANLE IN THE FIELD AS NECESSARY - V l ✓i _ WIRE - CONSTRUCT SEDIMENT BARRIER AND 20' MIN GRAVEL BAGS DETAIL A CHANNEL= RUNOFF TO SEDIMENT SILT FENCE DETAIL B TRAPPING DEVICE NOT TO SCALE NOT TO SCALE �c� DATE BENCIIIVIARK SCAI,4 PL��i\NINSJ' &BUnDING DESIGNED BY DRAWN BY CHECKED BY TGL TGL WJS APPRGVALS CITY OF II of SAN ECTI l BM oc0140,• 200' NOT TO SCALE PLANS R RED UNDER THE ®SUPERVI ON OF FiECOMMENDED APPROVED GRADING PLAN FOR '3 EAST OF INTERSECTION OF HBR 101 6 ENCINITAS RE DATE :l� y BY: BY: 1 i BLVD. N NI CORNER OF AR BRIDGE A23 -283 HORIZONAL 1 "=20 ' �-` ._ OVER ENCINITAS BLVD. JTANOAAD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 1968 c� I R.C. E. NO. 6$964 VERTICAL N/A G con) O 0 DATE: 1 u /LZ� DATE: EL =79.63 DATUM NAV088 TE: WILLIAM USTIN BUTTER EXP. 12 -31 -09 t 1 3 / i 1 � i I H i s s X 3 1\ ns I 2. STAPLE WIRE I ING TO THE POSTS. HATCHED AREA REPRESENTS + + + + + HYDROSEED SLOPE PROTECTION GRAVEL BAGS PER DETAIL -A o o c- o o o o o 0 0 0 SILT FENCE PER DETAIL B -X X- HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IV HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJEr TO FR(,JION DUE TO THE EROSION RESISTANT- ,- .`0[lER "F THE MATERIAL AS APPROVED BY TH x,11 Y E '4INEEk. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT PPE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDLD GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLFCA 7. ITEMS C, D, E AND F OF THIS SUBSEL PION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTE7 TO THE ,OBSITE IN UNOPENED CONTAINE; r.; WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SA ?D CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAYBE ADDED < TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS t'ER ACRE. 4. AREAS TO BE HYDROSEEDED SHAL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANT=tJ JY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPFR THAN 6:1. 2. RIPPING AREAS THAT WILL NOi 9REAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1: ADJUSTING THE SURFACZ SOIL MOISTURE TO PROVIDE A DAMP 3UT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMFNTS, PH ADJUSTMENT, LEACHING OR CO,.--:SING SAL CNE SOILS TO PROVIDE VIABLE CONDITIONS FOi GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUJ GROWTH UNTIL THE PROJECT IS ?F;3MANENTLY LANDSCAPEL OF FOR AREAS WHERE HYDROSEEDING IJ THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL iECURITY RELEASED. MUM I. TH;: MAINTENANCE Or ALL PROPOSED BMP'S WILL BE THE RESPONJT9TLITY OF T4E OWNERS. THIS WILL INCLUDE ANY POST- CITION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DEi�,Yt tll) TO NEED TO REMAIN - ERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTFR HE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PPrSENTED ;v!TH INFORMATION ON SOI PrC CONTROL MEASURE. SUCH AS ,,= PROPER MEANS OF L116POSING OF POLLUTANTS; DIRECTING WAS WATER INTO LANDSCAPING AREAS RATER THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIM17ING THE USE OF 11OUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPIL I. CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COUPw V ORDER TO REDUCE THE POTENTIAL FOR STORM WAEE•, TO CO "`- IN CONTACT WITH AND SUSPLND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLATE FOR THE COURSE OF MORE THAN I DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUS.. THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. ]HE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINEL INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WD.1. PF REPLACED AS NEEDED, ANJ IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRAN[FD FOR AND THE IRRIGATION SYSTEM WILL EITHER at SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM I•G CORRFr,TFO. FOR STORM WATER POLLUTIO,' CONL90L PURPOSES ALL RUNOFF FROM ALL ROOF DRA :NS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRT -R TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYS. M. GRASS AND LANDSCAPE AREAS DESIGNA.ED JOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITt.QUT A PERMIT FROM Ti IE C rT'Y. ENCINiTAS ENGINEER+NG DEPARTMENT DRAWING NC 058 & 1076 HYMETTUS AVE. 883 -G : 07 -071 TPM /CDP 254- 262 -11 & 254- 262 -12 SHEET 4 0 S an .a i Nm I .0 i �!o U m 3W 1 N 22 mc mmm z/1 ( P ,A I f ° T If - -- CONSTRUCTION .. I j, I ENTRANCE PER DETAIL GRAVEL BAG PEA W; /1 DETAIL (TYP) F'v 1. SET POSTS AND EXCAVA'ic A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG PIE LINE OF POSTS. i -/ 4 IN (10 CM) e 3. ATTACH THE FIL "ER FABRIC TO 4. BACKFILL AND COMPACT THE RUNOFF TWO LAYERS OF GRAVEL BAGS THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. WITH ENDS OVERLAPPED INTO THE TRENCH. W = GAP BETWEEN BAGS ill i NOTE: _I- u- ACTS AS SPILLWAY FILTER FABRIC CONTRACTOR TO MODIFIY CONSRUCTION E II �I EP'TRANLE IN THE FIELD AS NECESSARY - V l ✓i _ WIRE - CONSTRUCT SEDIMENT BARRIER AND 20' MIN GRAVEL BAGS DETAIL A CHANNEL= RUNOFF TO SEDIMENT SILT FENCE DETAIL B TRAPPING DEVICE NOT TO SCALE NOT TO SCALE �c� DATE BENCIIIVIARK SCAI,4 PL��i\NINSJ' &BUnDING DESIGNED BY DRAWN BY CHECKED BY TGL TGL WJS APPRGVALS CITY OF II of SAN ECTI l BM oc0140,• 200' NOT TO SCALE PLANS R RED UNDER THE ®SUPERVI ON OF FiECOMMENDED APPROVED GRADING PLAN FOR '3 EAST OF INTERSECTION OF HBR 101 6 ENCINITAS RE DATE :l� y BY: BY: 1 i BLVD. N NI CORNER OF AR BRIDGE A23 -283 HORIZONAL 1 "=20 ' �-` ._ OVER ENCINITAS BLVD. JTANOAAD DISK IN CONCRETE ABUTTMENT STAMPED OC 140 1968 c� I R.C. E. NO. 6$964 VERTICAL N/A G con) O 0 DATE: 1 u /LZ� DATE: EL =79.63 DATUM NAV088 TE: WILLIAM USTIN BUTTER EXP. 12 -31 -09 t 1 3 / i 1 � i I H i s s X 3 1\ ns I 2. STAPLE WIRE I ING TO THE POSTS. HATCHED AREA REPRESENTS + + + + + HYDROSEED SLOPE PROTECTION GRAVEL BAGS PER DETAIL -A o o c- o o o o o 0 0 0 SILT FENCE PER DETAIL B -X X- HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IV HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJEr TO FR(,JION DUE TO THE EROSION RESISTANT- ,- .`0[lER "F THE MATERIAL AS APPROVED BY TH x,11 Y E '4INEEk. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT PPE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDLD GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLFCA 7. ITEMS C, D, E AND F OF THIS SUBSEL PION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTE7 TO THE ,OBSITE IN UNOPENED CONTAINE; r.; WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SA ?D CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAYBE ADDED < TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS t'ER ACRE. 4. AREAS TO BE HYDROSEEDED SHAL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANT=tJ JY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPFR THAN 6:1. 2. RIPPING AREAS THAT WILL NOi 9REAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1: ADJUSTING THE SURFACZ SOIL MOISTURE TO PROVIDE A DAMP 3UT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMFNTS, PH ADJUSTMENT, LEACHING OR CO,.--:SING SAL CNE SOILS TO PROVIDE VIABLE CONDITIONS FOi GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUJ GROWTH UNTIL THE PROJECT IS ?F;3MANENTLY LANDSCAPEL OF FOR AREAS WHERE HYDROSEEDING IJ THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL iECURITY RELEASED. MUM I. TH;: MAINTENANCE Or ALL PROPOSED BMP'S WILL BE THE RESPONJT9TLITY OF T4E OWNERS. THIS WILL INCLUDE ANY POST- CITION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DEi�,Yt tll) TO NEED TO REMAIN - ERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTFR HE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PPrSENTED ;v!TH INFORMATION ON SOI PrC CONTROL MEASURE. SUCH AS ,,= PROPER MEANS OF L116POSING OF POLLUTANTS; DIRECTING WAS WATER INTO LANDSCAPING AREAS RATER THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIM17ING THE USE OF 11OUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPIL I. CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COUPw V ORDER TO REDUCE THE POTENTIAL FOR STORM WAEE•, TO CO "`- IN CONTACT WITH AND SUSPLND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLATE FOR THE COURSE OF MORE THAN I DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUS.. THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. ]HE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINEL INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WD.1. PF REPLACED AS NEEDED, ANJ IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRAN[FD FOR AND THE IRRIGATION SYSTEM WILL EITHER at SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM I•G CORRFr,TFO. FOR STORM WATER POLLUTIO,' CONL90L PURPOSES ALL RUNOFF FROM ALL ROOF DRA :NS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRT -R TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYS. M. GRASS AND LANDSCAPE AREAS DESIGNA.ED JOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITt.QUT A PERMIT FROM Ti IE C rT'Y. ENCINiTAS ENGINEER+NG DEPARTMENT DRAWING NC 058 & 1076 HYMETTUS AVE. 883 -G : 07 -071 TPM /CDP 254- 262 -11 & 254- 262 -12 SHEET 4 0 S an .a i Nm I .0 i �!o U m 3W 1 N 22 mc mmm