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2019-14495 G-LDEV-01154-2019 (Plans)11. THE MAINTENADE OF ALL FRDRBEO BNP S WILL BE DE REWWSINE.ITv OF ADJQ1VT PROPERTY nlsTlMJff NDTE e" OYU" STANDPIPE THE DINERS, THIS WILL 1TO.IDE ANY POST-CONStPUCTZW SIP AS WELL AS ANY ALL T E WORK PAD ON THIS PLAN IS EW)IFELY WTDHBN THE APPLICANTS RNPERTY. INLET W'/ ATRIUM CRATE f2riDHT TOLERANT CONST I"100 EMP THAT IS OETERONED TO PEED TO REMAIN FERiMMIENTLY OR IF ANY DISTUBANE TO ADJACENT PROPERTIES IS ANTICIPATED AS A REBUT OF ANY PLANTS (TYPJ FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION PRISED NOW A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWEFR 2' HARD000D MINK OPERATIONS. MOST BE OBTAINED AND SUBMITTED TV THE CITY PRIOR TO START OF ANY SUCH WORK. GRASS COVER OR CITY 2. THE OMER WILL BE RESENTED WIIH IPFOWTION ON SOURCE CONTROL FH ANY OISTLRSOCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY APPOVED EQUIVALENT MEASURE$ SUCH AS THE PROPER TEAS ¢ DISPOSING OF FYULUTANTS DIRECTING '� AUTh)RIZW IN WRITING AND SUBMITTED TO THE CITY 75 GROUNDS FOR A STORiNOM TO f6" MBOMM" INSTALL ¢CDR n DE ISSUED FOR THE PROJECT UNTIL THE RLWIEO PER419SION IS ORTABED. 13' WAS WATER DRAIN MI LANDSCAPING AFE O RARER RAN LEAD RE SD7OTH GUTTER CT \ --- COBBLE RIP WEN HEYH HAVE TH PO RE 115E ¢ FIOU19M CLEANERS AND OTHER WATERS MEN DEL HAVE THE POTENTIAL TO LiMRIIBIlIE POLLUTANTS INTO STL4i1 HATER AND SPILL CLEAN LP TECHNIQUES. DSCAPI - - WV AC PVMT m" ENAWAL!@/T INBNIHMAIrE� 1 3. IN THE TH EVENT THAT WILL BE MATERIALS ARE FE ANY [F TO STQX- ;0. - �i k B AS DOO/S'TT off PILED, THE REDUCE WILL 14 LOCATED WTWATE ¢ANY IN ACT m i AND S TO NDDIACE THE Po LS WIT FOR ITS FL WATER TO GYPS TO CONTACT LOCATION EDGE CONK THAv$ WAY AND SUSPEND iFF MATERIALS WITHIN ZTS FLOW. IN ALDI7ION TO TEED LOCATION -�- � �_X ( t-� � / \ L i � i '`-`I � - N ' E P� -P� ¢ THE STOCKPILES. WHEN THE STOCKPILES WILL HHMIN IN PLACES FOR THE ! / ! / / y Nf 04 \ r 'S B WDE T PCC CORE ¢ MORE THAN 4 DAY, THEN THE STOCFIlF WILL BE AOt7A/ATF1Y COVERED It �_.W / W / W -W/ -W .�A 4g5.2� OFAL L'UR& SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OMIDG IN CONTCT ANnH ;�R2gx�� \ _ F- TFE STOCKPILED MATERIAL. / l / / ',(1 / " - �W fi-fAA� AC PVMNT /\ _ II"'.1� U ATE IL 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAM SHUTOFF / l / JCR - S f - 1 yµ�T. z1 DEVICE WHICH WILL DISCONTINUE IRRIGATION IN THE EVERT ¢ RAIN AND IF l _. --- - - ORVEWA \ �, •!Ae 3/B" GRAVEL THE BOB- IS SUFFICIENTLY SATURATED.-� \ \ r N �` I _ _ / 9 ` OF 3/4 GRAVEL S. THE PROPOSED 7R71GATIW SYSTEM WILL ¢ RW7DELV INSPECTED AHD' \ px25T S�DtOj �, \ \\ \ �r 'N' MAINTAINED TO ENSUED THAT OVER WATERING IS NBJINIZED BF17�fJ OR t PROTEG1ID \ \ Ey,_GP,A�0Ep0 m \ \ h, \ SEE NOTE BELOW ARALERmCrrWING SRBMEA HEAD$ WILL BE (EFl.ACEO AS PFEBP� AN) m THE \ \ \ yfAa+=• \ �;. �gP aQ.� CI \\\ ` 6 PVC PIPE ` PVC PERF SU809ATN EVENT THAT ANY ENTIRELY OR PIPING AREA WILL OiBE ISOLATED LEAKS OCR BREAKS \ �^ 1 0 8.-, . `\ '^ 1+, ; ,1 ' • 4e .. H' , \N+ li•;f �,\',. l a \Y^ S' / ►' Mom. \\ C0U' \ 1�' LCNC .. REPAIRS WILL SS ARRBLE, U T FDI APED THE DIS WiW SYSTEM WBLL SURFER BE .. - - ,- i ,` • - -... _... _ _ _. - - \ . SFAIT-OSWN ENTIRELY OR ED PROBLEM AREA RILL IO YSTEMANDO-L EITHER 5, PRO 6. FOR O POSSIBLE POLLUTION THE CONTROL R SEa AL ID. -'�- - _ \ -.-' _ - - - \ A \ '• - L 5 _ G. FOR STORM WATER POLLUTION COMTIDL FUPDSES AL RUNOFF FROM ALL LLB¢ 7 1 J _A.. �� \ J ORAINS SHALL DISCHARGE ONTO GRAB ANDSTREET ET ANDAPE AREAS PRIOR TO ' _ \. -- GAIN SYSTEM. M. GRASS AN ONTO THE STREET AND/OR INTO THE TORN WATER STOM -" -� _ � ai - \\ IU ' I PPOOLLUUTION CONTROL�SHALL NOTE MODIFIED NIPOVNDS(AIPE AREAS T �4ITSFFRiM RECm. � � � � y ' Fs \\\ 7. DINER Rl OBTAIN A CW57FRC"R(XN PERMIT FROM THE ETGBEHING ,13`r PM31� X135.ai' - µif -}FBI , / \ ,q \ N BIGETENTION 'ENGREHkD SOIL LAYER SHALL BE MINIMUM 1B" DEEP DEPARTMENT AT LEAST 48 MRS PRIOR TO WORKING IN THE PUBLIC RIGHT OF � � �' 3/4' � � t£ / � FH:E PER " g(• M410 211�a'3B �� + -_ N/ y ,^^i, n I .[ Y � 'SHADY LOAN" SUIl. MIX WITH A0 MKNE THAN 5% CLAY L'OVTENT. THE MIX WAY. FAILLNE TO 00 50 KILL HES IT IN AN ISSUANCE ¢ A STOP WOW NOTICE j' pP07E '� / pR9PNT X/? OP�� �A IP -�\�_ _ - _ �� .1 � n S ' i SMALL CONTAIN BEG SAS 159 COMPOST OR HIRONS RD MUCH AID AND DWS.E PERMIT FEES. IT IS THE RESP.'XSIH-1 ¢ THE OWER TO KNOW 4' 20% TOPSOIL. FREE ¢ STOJES STOPS ROTS OR SIMILAR OBJECTS, METE TEED LOCATION ¢THE PROPERTY LINE IS. N793ci'42"K 5)A2' Fg f37 AID ALSO FREE OF NOXIOUS NEEDS. B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED U•tl'-AOFU'MA. 9 h� i ., _ n 1 WATER iVIN CRUSHED LAYER SHALL ROCK LSHALL BE A MINIMUM OF 12" BUT MAY BE OREPENED TO „f .. .. \ A1]EASE THE DFILTRATION AND STORAGE ABILITY OF THE 9. NO CONCENTRATED DRAINAGE FLOE ARE PERMITTED OVER ADJACENT PROPERTY ^ l . O,EWLOA 37 ` \ - \`\ �. ' VCp S. \ DETAIL LINES. WATER IS TO DRAIN AWAY FROM STRCCR&ES FOR A MONDUM ¢ 5 FEET 8° .. * EX. B \ AT 2 PERCENT AND BE CONVEYED TO AN APPROVED CRAINAIE FACILITY. ¢ _ _ _ ', '-RI} �m 1� THE EFFECTIVE AREA ¢ HUED BASIN SHALL BE LEVEL M0 SAIL ¢ SIIEO -F- ---- - 132A ,k1 'r! BASED ON CALCULATION. TYPICALLY, RE SURFACE AREA OF THE BBRETDNTBN BASIN IS 4% OF RE 1PERVIQ6 AREA DRAINIM3 TO IT. 10. EROSION CONTOL MEASURES (E.G. BONED FIBER M47RIX VEGETATIVE COVER / f2^ % 12 JNTE HATING) MET BE IMPLEMENTED WERE APPLICABLE TO PREVENT SOIL pYC 138.7 1,392 '5� t'A`p'�, '7 \ FIEG- S30SION ON SITE. SEDIMENT CONTRA'. WEASFE5 (E.6. SILT FENCING, FIBER / BY WD ¢ � 5• Pam/ �j q5 �y 1�'4 . n 1 \ �. ALL BIOIETENTEN PLANTERS TO BE �"�0 AT LEAST 10" BELOW RO-L9. GAVEL BAGS) MATT BE IN PUCE TO PREVENT ERODED SOIL FROM f3+5 / 2 / IF 136 1E O. . 1" _, ' 6 ( Lpi /` \\ 0 ADJACENT FINISHED SWACE LEAVING SITE. MATM14Ls MANAGEMENT BHP MST ALSO BE FOLLOWED TO ENSURE E' II is 2 - ` +AO. H b S IE f .� /�\ BIOFILTRATION BASIN NO CONTACT ¢ 114A ATER KITH MATERIALS THAT MAY CWTRIBUTE TO WATER II / is 10 QUALITY OEGAOATIW DOWNSTREAM E.G. CONCRETE OR STUCCO WASDUT AEAS C' 13B II TG 05 ',IF+- X^ \ �(�\p` COVERED STORAGE AREAS FOR HAZARDOUS MATERLu.S PLACEUENT ¢ PORTABLE j II TG 137D / FS A II T JE 1385 f �. \ „- Jr ,� H \ \\{,,T+,j^",1 SCALE: 1" 2' TOILETS OVER A PERVIOUS SLFFACEJ \ 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS MOTO SHALL DE ALLOWED. \ COCA MEANS STORM RJNFF GENERATED AND CONVEYED VIA IDPERVIWS 1 '- - `- - -~--- J\ ` �383 1 U� S AREAS SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. BMF MEASURES --IF•� 1 I ' `I' \ 5� ,p`yy� �.yj+ 1^ SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMM MEASUFES ARE I �, I / ' - �'°"_ h 13G•" s\\?' tAN04kFAP �� \Opt P0.L G11 DESIGNATED TLVF ALAS. »RICH HEXXW ROOF DRAms AND QMDFF FRIM IMPERVIWS AREAS. TUFF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR /:` I 3 I r I /A/ 11D H� , N Fa 133b n f. i BAPS BALL DE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS n 1 FG I 'It t - 1 PROHIBITING MODIFICATION OR REMOVAL ¢ THE BI P LAN25CAPE AREAS fop` I , �A4 N. I H "II ! I. t2,/ � WITHOUT A CITY PERMIT. rs f3T f` . II Tfi ,��. / •, \I 1�•f35 -f7 \ 6 V 12. ALL CONSTRICTION TRAILERS BALL BE REMOVED OFF -SITE PRIOR TO ff If ,1.. : IL f 11, x�+:PArIry,' FF 139.d 4CGfNdl4 p,,w .. '`�\ L TI s \®,N G cTAVEErrW ¢ CONSTRUCTION AcrrvITlEs r0 THE sarrsFac7rau ¢ DE cm. I I ll Y PAD 136.3 f =6 /i ' �5,1� S-RM ; \ pt 134.0 ADDITMIAL NUM RO¢ UAIN NOTE FOR STORM WATER POLLUTION CONTROL PFEDSES AL RUCFF j yBB.7 \ .. FROM ALL DRABS SHALL DISCWW ONTO GREG AND LANDSCAPE AREAS PRIOR TO I Ij I o I{ - IE I� r n .'F,i 9 COLLECTION AND DISWARGE ONTO THE STREET ANC/OR BIRO THE PUBLIC STOW I W I TT ! I I i. A�ip L . \\\ ' \ ' SAOA \ WAIN SYSTEM. GRASS AND LANDSCAPE AREAS OESIOWITED FOR STOW WATER I I ^� ` ' i -' Lr \ - I(=11 V. E:. 04-90 . POLLUTION CONTROL SHALL NOT DE MODIFIED WITHOUT A PERMIT FROM THE CITY. rr II TO /��\ 358;8 ./ I 1 II IS yRg9 \\\ .. , tai: i i1b • s - \ GRADING NOTE' ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE W II ff �Cy �y� A / 11 II I f7B9 \ ` 7G 1 + J F5 f ' i� , { \ \ FS'14 y. ' PE yq3 fa0?E - APPLICANTS PROPERTY. IF ANY OIST(RBAPKE TO ADJACENT PROPERTIES IS !0' SY,ffi •��" .II. F5 Y,k 1E 13T 2 -, ?' \\ 1` 111, �� \ I J .� = ¢ ANTICIPATED AS A RESULT ¢ ANY PROPOSED W%NC OR AT THE DISRETTON ¢ ••'(�X, YJ. ' \ b g 1' �i TL S- INE CITY FIELD BEPECTOR. A WRI77EN LETTER ¢ PERMISSSBN FROM RE II If i - I l3B FS > 1�q' - \ ADJACENT PRO RN ON ER MST ¢' OBTAINED AID SUBMITTED TO THE CITY PRIOR 139. �' I \6AA0.aF i FS ` � \I 1 '\ A TO START ¢ ANY SUCH h'OiK. ANY DISTUBANE ON THE ADJACENT PRIVATE i Ilg• J38 , -�� �II POOL '.; II .7 C_S MA�pPY 4 �1 f3B2 �� - IMF Y PROPERTY THAT HAS NOT BEEN PFEVIW5LY AUTNBIIID IN WRITING AND '' 3 % 11. A Rq 21� TYPE. 0 WALL pM 2 ( IE > '9 III .>N \\� v' .. UsUI u SUBMITTED TO THE Cm IS CRDUflDS FOR A STOP-NTGK TO BE ISSUNG FOR RE II FG - / ' ' 7 I f , , IF 3/� Y' RDECT UNRL RE FENDED PERISSION IS OBTAINED. I / f38. A / Ir [ gad PU0.CE FET Pw^""j PIA&\ I FF 139.Q M1MlB/TATIRM NDIE AIO AREA-LIAATAS I// !/.H FS f38 r. tl 1 S-Y,7 FS 19B \ i PAD 138.3 76 ySB2 THE CNNTRACTOR BALL BE RESPONSIBLE FOR ANY MOVAfNTATION AD/OR (.CIWKR ureD f0 ' / " P \ I LEN3RMRKS MICR MILL BE DISTURBED OR DESTROYED BY CONSTRICTION. RSYPMS 9106 �` / 13� - ;4 `FG SUCH POINTS S44LL BE REFERENCED AND REPLACED WITH APPROPRIATE MTUENTA7IW BY A LICENSED LAND SURVEYOR W A REGISTERED CIVIL A ! p5 13SB READ " ¢ - F5 1389 a ENGINEER AURNORIZED TO PRACTICE LAND SbfNEYDG. A 00"445R REL'O FS , r', OR RECORD OFSLRVEY, AS APPROPRIATE BALL FILED BY THE 1 A (1 LL LICENSED LAND SURVEYOR OR THE RES TOED CIVIL ENDBEER AS I I REWDEND S D BY THE LAW ACT - -s 1 ; A f A 1G ff , 'A ,. _ N7Bro 2 \ ` , \.\ ff ffFG 1XNI1�3 , Kd• \ I HOE TO TMICTOt �( II '� !. TVI�%a yea ''�i 1 ( -� 1'` f3e.7 e a t UTILITIES ARE MINI TO EXIST IN THE AREA. INFORMATION SHOYM HEREON: IS PER BEST AVAILABLE RECORD RFORRATION. EXACT WIRIZOVTAL AXT I II FGZ I, T6 2 F� 1402 BWBFB f� f392 •, O ��_-. - VERTICAL LOCATION ¢ EXISTING UTILITIES UNKNOTN. CONTRACTOR TO I \ IE 1 / ,'� iN�' yAgb TV �B9 - �--m. FF 13q.Q �� rHj - yg72 _ !� \\ III - FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO OCERBS �I I II / 4" ! 4y BMCRS SyI@FG 15Rb 4 " N IvI PAD 13b.3 ,AA yB83 MATERWORK OF DECO DDISGREND TPANC� BETWEEN ACCTTUAL�LOCATION AMC R� ¢ 5 II �,\, L S Sib - - U` - - - \ f3e3 •, \ 4144 TC / \ X1dD.9f 11 It LOCATION OF UTILITIESUPON DISCOVERY OF DISCREPANCY. ( I `� // -, t IY ' t 9''a� "� . A`" - - - - - _. _ _ __ _ �� g I FS 9 FDE DEPT. NDIE3 1G I / Tf♦ pv.� t.+ +�,' FS f989 / '_--TONE 9. ALL FIRE APPARATUS ACCESS BALL HAVE AN UNOBSTRUCTED VERTICAL ff '4 ' � J ff' � B '�B H � / ME493CE ¢ NOT LESS THAN 13 FEET 6 INCHES. ORC 5032.E II G 1�.7 / TWWEF O 03 ,.J --' ' 0 141 1�, �(14 +� 1 / s \ THE L04�I� NOT LESS THANB� POUNDS AND SNLLSLB MT 3/4. 1P H2 ' II / a, LULU' G A / /~_.= 21660 !\\ :LAIR°,I �I / 1 \\I PROVIDED WITH AN APPROVED PAVED EFFACE TO PROVIDE ALL-IEAIhEA A " 140 / \_ A^ Ip b 439.8 tfi f137 DRIVING CAPABILITIES. AMENDMENT 5032.3 RDTECT ff 0 / / NA1,19 0B 40.40' S 138.Q' r 3) iN yBB3 iG¢ f378 7V@F 1 T�pfi 1403 BWBF pM 216B0 9y� rPDiECt. 14Ob IE f3!'T _ W0.5OAY OWOFG f33A �PPW�t 3. THE GRADIENT FOR A FIFE APFRATUS ROADWAY' THIS GRADE SHALL ACT p]1PE �/ �; TG > ' 1 6 gg�5 1389 3J_ 4,,. �{ Iq .. t IVA TYPE wJ- L SOUSED 20%, SPACES EXCEEDING 15% (INCLINE OR CECLINEI lMl FIFE A° 1. ^ FHA Flii IE 13 - -'j� 141.6� fET0. APPARATUS ACCESS FOALS SHALL NOT BE FEWITTEO WITHOUT MITIGATION. IV X OPAIN MINIMAL MITIGATION SHALL BE A SURFACE OF PORTL.AAD CEMENT CO13FTE FFEN� - TPCO WITH A DEEP BRO04 FINISH PERPENDICULAR TO THE SNTBE DIRECTION - ' OFTRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION TIE ENTI E LENGTH l C =15p pH ,o - i � I \\ `I I GRAPHIC SCALE 1"=10' OF TIE GRIIOE 4. PRIOR TO DELIVERY OF COMBUSTIBLE WILDING CYSRRCTION MATERIALS TO O ` THE PROI.ECT SITE ALL OF THE FOLLOWING COOrTIOS scut DE COMPLETED\ O O SO 20 30 TO THE SATISFACTION OF THE FIFE DEPARTMENT.. GRADING PLAN PJ�TIIG IiITe1 ME7Bi M71E a. ALL NET AND 17RY UTILITIES " 1 DE INSTALLED AND APPROVED BY THE APPROPRIATE VISR'CTING DEPARTMENT OR AGENCY.' b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL DE IN RACE TO PROVIDE A PEAW49VT ALL WE SLWATE FOR E/ERGHDY VEHILLE' 8 C. ALL FIRE HYDRANTS BALL BE INSTALLED IN SERVICE AND ACGEF BY DISTRICT TO 5/8-IABANDON *783 1IINN UMBER 1435) PASCO LARET SUITER SCALE' 1" 10' DISTRICT AND 5EXISTING (METER M%IDER ORATE) W HILLG EST WIVE AT OhNEAS EXPENSE. TOTAL DISTURBED AREA III 14,595E RErATImG NALI. NDCE, & ASSOCIATES �a RETAINING WALL BA]KFILL SHALL DE IMPORTED MATERIAL. CIVIL ENOINEERINO+LANO PLANNING t LANK SURVEYING AD NATIVE MATERIAL SHALL BE USED IN ACCDFDANE WITH 535 North Highway 101, Site A, 8olans Beech, CA 92075 r¢" THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. _ GEOTEC NICAL RECOMMENDATIONS. ph 858.259.8212 1 is $58.259.4612 1 pleveogineering.com `oy w 04AWE NO, DESCRIPTION APPROVED DOTE BENCHMARK AS -BUILT APPROVALS08 NGIN RIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESMIPTIM PI W 1� EM� PARKS G REC PLANS PREPARED UNDER SUPERVISION Of- . I APPROVED: GRADING ALAN FOR: - .SEWER LATERAL TABLE 6EG NO. LOT M. ST STA ¢ LATERAL AT RAIN INVERT AT AAA' IE LENGTH ¢ LATERAL WHOP 70 RAIN LENGTH ¢ Od7P i6 M01 .If AT PL SLOE - % ftROFD H.EV. AT R DEPTH BELON RL PAD ELEV. FT. UPSTREAM W RBI ELEV. BACKWATER VALVE REOD REMARKS 1 12 1 5t14.54 132.15 W25' I J2 I 1.B2' I 134.(D 1 2.15% 1 140.5 &H 138.3 140.4 1 4" PVC MR-35) r• OUR• A: A,1 11,; DATE °S-3.%0 R.C.E. NO- 71651 BR NIGH AROOLINO EXP.: 12-31-21 ANDREW AVENUE � EDWARD J. 1449E-G DGPANDREW, LLC �!Ncb ` II CITY 0BIVER APN, 216.071-W 22-. w1 DATE 3 M I 111 0PLaNw- - CASE W. NIP-310E-2019 SHEET 2 OF 3 ���� M.H_r fit Of 113:1 1, WATER MAINS LATERALS AND ARt,WTENUCES SH4LL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CO VENT WATER AGENCIESSTANDARDS COMMITTEE (WASC). 2. REVIEW CR THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, CR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDEP(IRCUND UTILITY, PIPE OR STRUCTURE WITHIN TIE LIMITS ON THIS RRO.ECT, 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN I.E- LINE CROSS➢ka LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING ON PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MARS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNEER WATER 94M UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. - 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR AOAAST TO CRAVE ANY EXISTING WATER FACILITY (FIFE HYDRANT. METERS VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY THEIR RROXCT, ALL AFFECTED WATER FACILITIES MST MEET CUFENT WATER AGENCIES' STANDARDS COMMITTEE (WASO STANDARDS. IF FACILITIES DO NOT MEET STANDARDS. THEN THEY SHALL BE LWGRACED TO CLRRENT STANDARDS AT THE OWNERS EXPENSE. .12 MIN, 141i: ^.: b A(1 i IF ffi MW11IV, 1 N50.W a i I .. 7. ALL NAT64 SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER AFTERS MIST BE IN FRONT OF THE PARCEL TREY ATE SERVING S. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT ND -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE LMMU4RY 4 2010. IN CIXdtiIANCE WITH THIS LAW, RE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE MI -LEAD BRASS PARTS. 9. ALL COPPER TL43M USED FOR AIR RELEASES BLOW OFFS AND SERVICES SH4LL BE PROVIDED WITH CATHOOIC PROTECTION IN ACCORDANCE WITH NC-17 OR WPC-16. MSTES CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS AECE35AW CONDTRICT SEDIMENT BARRIER AND CHAWAEO.IZE RAMFF TO SEDIMENT TRAPPING DEVICE DESN-rTM MOTE BICFILTRATION BASINS SHALL BE EXCAVATED AND USED AS SESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BI0FIL7114TION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED PRIOR TO OCCUPANCY AND/ OR FINAL. AIAZTZXC ANTES 1. EROSION CONHTOL MEASURES (E.G. BIXLED FIBER MATRIX. VEGETATIVE COVER JUTE MATINS) MUST BE IMPLEMENTED WEE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASLFES (E.G. SAT FENDING, FIBER ROLLS GRAVEL BAGS) MOST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE, MATERIALS MANAGEMENT GNP MST ALSO BE FOLLOWED TO EASLFE NO CONTACT ON R41WATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER (AALITY DEGRADATION DOWNSTREAM fE.G. CONCRETE OR STUCCO WASHOUT ATEAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLAM434T IF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED INFERVIOUS AREAS MCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN DRIVEWAY. AMC STREET. $FH --OW\ m / °'/kIT / m -�-- X� � �"iA ELC CONC TRAVEL R / 7-W�W / W /L I / / UST SIGN TO PB pCR \ \V A PROTECTED m/IS 132.0 RUNOFF � LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 42 \ r V' SEWS 0 GAP BETWEEN BAGS ACTS AS SPILLWAY 4A�� AC PVMT G"1 DETAB: GRAVEL BAGS _ '------��S--fir VE'AAYo IL 1 - ANBffS pi \ NOT TO SCALE \ OWEW PD-� n ,tiV 1 UEMAIN \ m 13 136.3 LERM CONSTRUCTION ENTRANCE PER DETAIL A Y 'r a+re R' GRAVEL BAGS PER DETAIL B eeoeeoeoo SILT FENCE PER DETAIL C X X FILER ROLLS HYAO.SEEDING INLET PROTECTION (61b 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. (OPTIONAL) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 4 IN 130 CM) 3. ATTACH/THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC J41 WIRE _ DETAM C. SII°T FENCE NOT TO SCALE e iG ]1e�� - 39Bfi j�� F3 ]30 �9. , Q.. �� [^.9 -5 140n %�_3% - r X"` 5 - ,A. / , , `+ - -- :e s \ 40 6 _ arM 1a ]E II m srse IADU / II Ir, LUNG 1369. ' iE i z a M' �� T \Es 13a 3 ; , ff ] 140. s. II FF 1390 .� II �� \Gaaa6IE Fs /3B F�� \ S _ Lao \ 4A ./ I5' P1D 1383/ a"_ J POOL �' - j- 1 MnscNa 4 yl rG yse2 II cawsso F-_ �0 216fi0 _ TYPE L 650 � \ 1' \ 2 - I 3 / 1 IJO WN- PM 81 ( IE 1 ORI Y ALK - p w ; _ G 19e F 0.? 3 -0 ff N p � pE AI C 3/4. aawd� P� cEy I FF 134i.0 a l A ��, '% �� 413 y o(HORA P� CT Fg 1389 PRTaIG€13B? 13B �0 �� k Fs i396 FS 140 F3 _ P3 140.5 wrorH As REDurREO = e PAD 138.3 ` .. !. {�/ ll Fg 1389 !, / g y37.7 \ TO f3B2 \ • 4 °' ° 70 ACCOMODATE 1 / / �_ gag 9� " 903 IE �� _ ]30 130 0 P� 39" / TG 2 V m . 4 R \ �137 0 EG q 0/ 130 1 f .. •a ANTICIPATED TRAFF ZC / V � -:ff/ f 6 _B F_5 / a., � A - P \FG FS 1 1389 _ p FS, !/ 1372 SO a Yt PCc wauc - �� Fc -_ 9- T B A� , a _ g S .' ]30 9 i ES 140 0 / F�� 138 - OFD 138 R 5 1'.A TG 130 7 M �N1 _. 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IF PIN TVA 113 TG 1�B 1378 1y1�6 _ R ACE / 138 PY TIN 3 TD _ IPpF ORI .4@ PEfl PM y" �.bn�iREDO i 0 M8 I950W 4J 4L 740. iW@FS M PW C4� �> ED -BN@FS 7406 1 7.7 ff SOW1Y- BW@F0 ]''O' �pTfiT1N PLACE qU PEPF AVEU TG 130.. aj,.a5 OF gW@F APB 9 A _3/p1�T 1)rl PI1�06 > TW@F F,�4 19(i B 1Y IN✓"`Gi.� x12' uNzE 1v� aET NDHOPn GRAPHIC SCALE 1"-10.ESS OTHERN r `t ,3M Y A SOILS ENGINEER _ p� - -- - R SECI'fON A -A _ "� - � 1 � � - � v\ ;j � � 0 10 20 34 DETAIL A: CONSTRUCTIONENTRANCE PASCO LARET SUITER N NOT TO SCALE EROSION CONTROL PLAN & ASSOCIATES a SCALE: 1" = 10' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING oQ 595 North Highway IDl, Ste A. Solana Beech, CA 92075 M W ph 858.259.82121 fir 858.259.4812 1 pleaengineering.eom a wy� wam GRANGE W. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS EN NEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. N ^a PARKS G REc PLANS PREPARED UNDER SUPERVISION DF {EC APPROVED: ` GRADING PLAN FOR _ - LOCATIO L SET 2.TPAE s rCITY OF ENGC4 BRASS Disc PLnLIC NEWS ��..JJff L-- ANDREW AVENUE ' tih BAIIM4GE BOX 250' NdXiREILY OF INT BMIAN M. A�INC DATE - DATE: 3•S.to _ /i1:i14495-G axmm - � RAIMRFE cw_ & AMLED y O-__ R-A�' S WAR W RD J. M#4ER DGP ANDREW, LLC N -- I CORD FROM _RCS IB416 REVIEWER R.C.E. NOT.. 71651 CITY ENG ER APN: 21"71-35 �Zam ELEVATION' 67.632 DATUM NAVD88 - BRIAN MICHAEL AR13OLINO EXP.: 12-31-21 DATE /1 - DATE 11 �[OLO PLANNING CASE M1A. ClP-310E_201y SHEET SENIOR ENGINEER DATE INSPECTOR ��