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2003-7925 G (Plans) - ...., . GENERAL NOTES NOTIFICATIONS WORK TO BE DONE - - GRADING ALAN 1. AN wait shall be done In accordance with these pbrns, the ftdai Spedfkatlons for Pudic 1. The adithoe and lomtial of underground utility P� and structures sham on these plans _- -- - The Grading consists of the following Work f, t Done ac ecifIc tl i the plans, the Wbrks Gxtstrtxtionh, the Design and Corhstructlort Standards d the City d Encinitas, and the were obtained by a leach d available records. To the best d our loawledc,Je there are no current Qty of Encinitas Engineerirng Department �andard SpectAcations, the San Diego Ban Diego Area Regional Starhda�d Drawhtgs and L,eutadia iltee�rraber Dist. Starhdar�d Speditcatfors. Asir a" Oft acept as sfawnt on these plans, laweyer: LEGAL PF Area Regional standard Drawings, and the Standard Sorhs for Public works Construction Changes a lftesefrart shah be approved by the QY PW tp any �' _ and Leucadia Was Cewaber District standard SpedAcatlons. The contractor 1s required tD t Om due pr+ecautlonary measures do protect any oft, ig AIM LOT 9, RM A, OF SOUTH COAST PARK NO. 3, MAP NO. 1935, IN THE CRY OF Grading shall consist of the con structi on of all carts and fills shown on these plans and 2. The Soils Report erttltled "PRELIMINARY GEOTECHN M INVESTIGATION; Proposed Rye (5) or structuires located at the work side. xis the cmtr cWft t esponsll ty to contact the ENCINI TAS, COUNTY OF SAN DIEGO, STATE OF CALIFOM outlined In the earthwork specifications. AN grading detafis shall be In accordance with Lot Subdivision, TPM 02-004,135 Dephne Sheet, Leucadia, California" prepared by foibM, owners of said utlHtltles or structLM prior to any ocmvation, fr r verification and the City of Enclr tes Grading Ordinance. Coast C*otech, 11KA11, dated May 14, 2003 shah be considered as a part of this Grading Iocatkx of utilities and notlfkatlon of oomrrtertcement of worts: APN 256. 053-12 Plan. AN gradkhg shy be done In accordance w th the recommerdattonts and sp edfimaoi LE GEND ITEM i d REFERENCE SYMBOL QUANTITY contained In this report. a. sewers -in W District (760) 753-0255 b. Gas & Becfiic - SDW (900) 422 -4M SEE SHEET 3 FOR EROSION CONTROL RTES AND DETAILS, WATER_ TES _ EXISTING ELEVATION _ _ � 3. d this does not eor�ltuee of fadlldes, c. Water - San Water District 633-2709 7 norofinpomi within street � iII, h location and pent hm d A s d T - (M ) 459-3441 AND STORMWATER POLLUTION CONTROL his OL BMP NOTES 1. Review of Plan by San Diegt�ibo Water District Does Not Constitute a R PR� B" nON be rrqui�d* In mmurr ft Vft hrvremft pl e. 09* TV Daniels Cade VMm VW) 931 -7000 RELATIVE TO CONSTRUCTION ACTIVITIES As to the Accuracy of, ft Locatron of, or the Exist ence or Non- ExdsW" of, Any Under - f. Underground service Akrt ( 500) 4n -4133 ground Utility, Pipe or Structure WRhkt the UnI ft of This Project. pasTim CONTOUR 4. VVrfttenn perrrtissfort strati be for arty off - side grating. 2. OorTdaft shaft no" the CRY 6rghreer OMce 48 hours pft tD beghming any vat on this 2. AN Bdsdng FadAttes Which May Effect Final Design I.&, Line QossIngs the Parailelh or SWALES AND R W DIRECTION S. The CAnbacbor shah talte cry y Pr'�� W P a Prop s project. Phone: (76)) 633 -2770 i 141LLCAIV �� t � .� Proposed CAnTteCtlOri shat r geld Shal b At vds Or proposed Utility Cros within PROPOSED CUT SLOPES giadling operations. Ar"I g damaged a destroyed shah be r�epbced a repaired to the Cot dttiont srAiE , 10 Feet d Proposed Wafter Mains shah be Stawn on IrTiprovernent Plans. Electrical and . , Sewer to Cross Under Water Mains Unless Given WI Me. PenrTtfssionh by San Dkgulbo Water District. PROPOSED FILL SLOPES T T T e)(10Ig prior to grading• 3. The Contractor shall give 24 hours notice on calls for it speclb Phone: (760) 633 -2770. AN wait performed wlttl0llt bereft of irispectlon will be subject tD rejection and fenriovat. 3. Contractor and Owner are Responsible to Relocate and/or A*d to Grade any 6xting Water FadRy COMPACTED FILL AREAS SOILS BIGMEER 6. The developer shall be that arty monurrnent or bendrmak whkfi is or 4 �,fi, (fire Hydrant, Meters. Valves, ft a Boxes,, Etc.) which a affected by Their Met Al alleged MV W WW meat destroyed shall be re- established and repkroed by a Registered CM Engineer or 4. The Conhactor std Not y LWD 48 Hmn Prior tD Oonstrudion of Sewer Canedfons, Phone: (760) 153 -3094. � �, �� �.� � � MASONRY RETAINING WALL STD DWG C -3 200 9Q FT meet Oure7t San Deg* MMIIber Dlstrid Standards. I Fadittes do not meet Standards, then they stall be a LHOensed Land Surveyor ^W Upgraded tDQrentftKb at the Owrter'S Mense. AC PAVEMENT AND BASE SOILS ENGINEER 3,300 SQ FT 7. The Contractor shah design, eontstrhxt and rrhairhtairh all saf4ty deMees kiduding shafig, and a 4. Oft tD foci 5 Foot Separadort hillier Paraft Wbber Se ft ALIEY APRON STD DWG G-17 250 S.F. shall be I esporhslbie for aorhfOrrr III g to all Local, state and Federal Safety and heat standards, SEWER NOTES e ►' 5. Minimum Hortmrhtal Separation d 10 Fret Requoired Between Fire Hydrants and San Diego Gas PVMT CURB 4' GRAVEL SWALF DETAA, SHEET 2 ::<<_ taws and regutatlons. _ It 175 L.F. L two APPR4wILOFTHESE runs Does NOT OWN THE APPL[JINr, rutiATEBOW atwaec, oR aorrTRltcrat FROM RESPOtSM TY Mff A sY ; and Ekdrlt Vaults. MIT CURB 4' GRASSY SWALE DETAA, SHEET 2 150 L.F. FOR THE 00RREC I OF ERRORS AND D OMlSSIOtIS iSNvERED DURING OR AFT9t C76MICT1O11. r � S. Grading and apipmeI t operatli withfrh one half (14) mile d a sbuct re for human = parer - shall not be wxkxt W between the hours of 5:30 p.m. and 7:30 a.m., ear on Saturdays, Sundays 2. ALL OE Rat, rM UdAL , AND MNSTRM i MW WORK gM CNM TO 7W LEtA70TA WI Srfwxret 06TR1r.T M sewer STAHIDMDS , a ' y W b. N WabR Services to be Oaetrrxted Clear of Dr" ad at other fttW Mil`ays. fter WW must be N Front of 10' GRASSY sWALE DETAIL, SHEET 2 2% L.F. W Qy AND TD THE R(15 OFTHE STAHOARD X16 rORR alaucwoRla O>KSTRUCTION (GRE@IBOOIf) AtDTHE REDIgIK SfMHDAAD k ; ; 111e Parod they are Solving. L �` 4 [ W ORArrmC MOST Clef T ED11 6 M If EVER OF ONUT THE LWD SEW STArDARDS (OM S EROSION CONTROL s�NDBAGS GRAVEL. FILLED 750 EA. 9. No grading operath strati commence urd a pre•g Wig meeting has been held m -side with the s, osNA yvEn►oROets Ate cell odnFet® errRVREQuateNerTS SM ee FIDLINED ATALL IMWITHHM EiICffr>ON 9 people pi City , a"" ' Soft 8ighw Grading C0" and VICINITY MAP NEW 4' PVC SEWER uTERAts L WD DWG S'17 4 d1. Pte. The pre-gradktg nneedrhg shah be scheduled with true M at least 45 hours h adtwa 4. THECONTWIM NU HAVE Coen OF NMB L e 3. DOC[ MNfrs ON THE IM SREATALLTlMB. -- - ENYIRDNMENTAI DATA NEW 1" DUAL WATER SERVICE SDWD DWG P-2A 3 dl. by Calling (M 633-2770 S, THE OrTRAIrTOR SH 11ILLMANTEAI V!K FOR A PERIOD OF ONEYEAR NU THE DATE OF RK AMEPI MM 9Y L11040 StMtl POW FIRE HYDRANT SDWD DWG P-1 1 s. Ri 0 OR AEPtAk E ANf WORK T*T MY TROVE DEFECTIVE M WMMW At M MKrEI S wm®n THE ONE YEAR PEit10D WMW 1. Steepest Bdstirg Natural Slope Ort-Sh = 13% 10. Prior to hauling dirt or construction mater* to any proposed Construction site Within ttHN project, EVER5E WWI TO 111 2. Maximum Vertical Depth of Cut = 0 Feet NEW 1" DUAL WATER SERVICE SDWD DWG P-2A 3 EA. the Developer shah submit to and receive approval from ttre City Enghteer for ttre prDposcb had 6. Q SfHOwHI H� Aa FOR 00 SrnwcrE n» ONLY . NEITHER TfE PRIVATE Ei�GINEH�t NOT LWD GUA kWff 3. ftdmum Vrr W Depth d Fill = 6 Feet route. The Developer shall comply %ft all eordtforhs and requirements the City Engineer may THE ACKZRtAt.Y OR ODWL TMS OF THE 08 Q ► 4. A 0 CY. x 27 / 2.0 Acres x 43,560 s�f. = 0.0 feet TRENCH RESURFACING CITY STD 10 L.F. iln � � � operation verage Depth d CtR 7. PRIOR To EIIIRM SEWER WOK 7K LWD INSPECTOR 91 1 NE RIRrt) M TWH SETS OF Qrr 91 AND 91 j 5. Awage Depth of Fill = 3,100 CY. x 27 / 2.0 Aaes x 43,560 s.f. = 0.4 feet 11. f lnal of the work under the but to f �1ai MWLY WITH LwD STANOARO VEC St1RVEY rl MtErravTs. Upon 99 f P 99 aPPrwal / G arhdibr ft release d Security, an AS-Grdded Certtficatbnt shat) be provided : "Yule gradkg 1 PRIOR TO eBWN SEWER OONTRACTOrt siMLL Beane A LWD PERIU Fat OoIeTRUL M IMO 9Mll PIgVDE A tQNDMUM G perbrmed under Permit No. 7925 -G hm been perfomhed In substantial Col hforrnarhoe wltfi the of 4e HOURS WW TD I P1tlat TO OXTIRLICT L w � r' We � SOILS ENGINEERS CERTIFICATE EARTHWORK approoved Gracing Plan or as shorn on the Melhed * Qaded Plan'. This statement shall be - 9 No WORK Sw�LI BE COMMI W Ulm All PMUTS 9%1 E KE11 OJTAINE�D R M THE MtiSD9MOMAL ctTY, COUNTY V -- V � , I, MARK BURWEL , a Reg�bered CCM Englim In the SW of (�Mbrnta, pr1ndp* doing bus�ss In the field of EXCAVATION: 0 CUBIC YARDS FILL: 3,100 Ci�IC YARDS NOM nset AP foAo�wed by the date and signature d who certifies 9�n9 op�� A UM AGeVCES I i l " Appted SRNs Pled tics, hnby mr* that a s&,q* and stuxiy d tl sot aondift pretrdleI within this IMPORT: 3,100 CUBIC YARDS 10. ALL SEw@u FACUM SHALL IE DSTMM M Orr DR1WAr[ons AMO THE NCIM OOMTRALTOt IIINL oEi PER AND Site was made by US, or utter our dkecth, on March 27, 2003. , GR ADING NOTES I .�.1.L � � '��' REMOVE AND RECOMPACT. 3,300 CUBIC YAKS (4' DEP'll�i UNDER ENTIRE FILL AREA) MAIL O DEWATERM COMmItlOIIStY UNTIL THE WORK IS COMPLtTH D, MICLU NG PtALTfW AND COMPACTION OF 9A�L _ _ J I H One cor�iplete Copy d the Solis report CArTrpiled f tom this st* wb our recoi, I l m datjOnS, has been 1. AN grading shall be observed and tested by a gmRled SoAs S igirm or under When dlrectkx . WTERW5IN A DRY STATE. ALL PIPE 2OK MATERML LOCATED M WET OR MMNS 91SIM To N WET IN THE FUTILI E M K r - I A I �� subfTltt�d to the Of e d the City Engi, m. Furl a more, we have reyleVMed these Grdding Plan and � �y SEE SOILS REPORT FOR DETAILS He/She sitar observe and best the swiation pla0erim and Compaction of fits and back f >H ca3oTDCT><J: M111ERW. StATA81E (,EDTEXTn.E MATt3tW SW SUBMHITT ®TO THE DETRICT B�IGINEHt �A CEL 4 ; i 1 - GEL 1 i " Oerttfy that the kHdtJ W M the OrigiTidl Soft Report, and all fnllorA Addendurns, `�""" "' ' � N FOR REM AM APPROVAL OXITRAK M SHWL 090 DEWATMNG PERM As NECESSARY AHO RETURN OF GROUrMNO I Solana Beach, CA 92075 ac0eptab been � _ THE EART}IVVORK Q�IANIiITIB SHOWN ABOVE ARE C� Ull� ft?AA THE DaSTING GROUND ODiVTOLNtS OR THE eonhpactton d tr+encches. WW shah submit sole reports as required and will determine TO THE sewer sHHALI Nor HIE AIOw®. \ , - _ i i fnr this pro jest have rs in tret4�ading Pend Specif �s� a * ;, PRQIE{,T SITE. THE ABOVE QIIANTf ReS DO NCR DOiV,SIDBt S}IRDVi(AGE OR Sll RIPPING OF SURFACE PAINT MATfR1AiS. R $ the suiW tity of any fill material. Upon completion d grading operations he/she stall state PROJECT �,• ., that ob9er vatbns and nests were made him/her or under his/tte� supervision and ft in u• K THflS PLAN er LMD Does NOR ooMSnTUTE A a�errATloM of THE AaouHWx of THE LCC7uTIOM OF, Clt TTE �.. r - - I i I I OCAST GEOTEQitVICAI j , IS LILY THAT SOME SHRINKAGE WILL OCCUR AND THAT Tf# ACiUAI QUANITITY OF IMPORTED EARTH REQUIRED TO �- niQrherhfis were const M accordance with the 05Tarcx OR NO1 HM OF, ANY u�OUI1D UTIM, PIPE, Cm sTRLICTM WrMM THE LIMM of TM WOEC1 i � i 779 Am" Drive x? ` �� � 4 ```, rn'? (rc� : � ` �'; ' TO BRING THE SITE TO THE FINLSHED ELEVATIONS SHOWN ON THE GRKIING PLAN WILL BE MORE TW4N INDIDTED ABOVE. hispis opinion all emba and oc eIvadons , plans and that all and eXCaVati0rt5 are k for their Solana OONTRALTOR b WOMB LE Rat C OWYIN6 WNH AL LOCI, STATE, AND FE WX 9F TY WMATI 1 15 voa tl� aff I� J � { � ` ' � E � .-1-1 -r' � i W approved grading plans k icentded use. L>Ni[T ®TO, TRENQr SAFETY AND SPIN ENTRY. / I (H ( ) CG ftJect No. P- 376013 t t . LTA All REYlS1Ot6 to DItAtM1i1G5 SMLL 1EAPPROYEO VIM L1ND Ob'T1aCT 6MGlilEHt H11 MRITBK R= '10 ODNS'TTIt>Ct10N. 2. The Cmitrd shat properly cea y grace d avabed sultates ID provide positive a drakwge and prefflIt b t � t PARCEL 2 ctof I ( r t p0lhdktg d water. Fk./She shall control surface weber and avoid damage to adjoinkhg properties 14. QaNrEC TO E7QSrtNG &MER PIPE OR ryMlHHOlES sHMU AXY 1E Off INTHEOQtECTPREICE OF THE L ht+o 1l5PECTQt. and shah talae rerrhedal measures bD cession d NEW Barer 9MLL NOf aECONHE'rT® ORMIAw® TO ROWTO EZI1r6 �E 8 UNTILffB FIR woac t � I I a to finish w ed ork on the site pnes+erht freer graded areas III such time as pe nanent drainage and erosion control measures have been a THE Lw0 DiSPEC.TCR, OR AS APrnan ®er otsT>mcr S W ER t t I vv ' H K MARK BURWELL, CEG 2109 GE I 8 installed. a. AIL59lYRT? tATEItlIS SHat a uxJtT®ATRHIiHTANCxS1DTHf SEwEx MaHI piItP9SCTHet>1RESflOHHHI AS APPROV® LtND ON 1HERANS. R TAR I h license �� 3. All areas bo be filled shall be prepared bo be filled and f 1 sty be placed in ac cordai with is. A I K GN s N U ee ON THE Cum FACE AT EAfi?I UPERAL LOCxTION of THE COIrTRA IM STATEMENT OF ENGINEER OF WORK OWNER'S CERTIFICATE •s ndard At vegetable matter and objediorlable mabeI shat be rentoyed - _ _ _ -� i " -- - _ - _ -- -- -- - - - - - -- _ - -- o the Sta i - - - -- -- V. A >a GAGE SrtIELOEn CoPPH3t WIRE SAil eE eur� tzyet EiA�LTH uTERAL. THE WmE gMLI ExTH3O tr To A 2' CoPPEIt _ The undersigned engineer agrees that the work performed by the engineer shallyY a �9d SRNs Engineer or Geologist has been retained supervise over at � by tie Comb actor from the strfaoe upon which the fill IS tD be placed. Loose fit and Miry TM To MO SOLDERED TO M Wff_ M T* MR THE TKR WIN M.L. T9OWTf r ON PAVING SLIII RAM � � rARCEL 3 11 Comply with the generally accepted standards and practices of true engineer's activity and advise on the and StabffltY of the Ste. t Solt strati be rertavW to stiitabie firm natural ground. The aposed sof 15 shall be shied bD UfTH OOIR L I N ]LIST BEt Ont► PrmnHG. 1HE TAG AT THE CusTOMBt END OF THE uTH3tAl 91 EXTBID leoVE GM �_ J i " trade or pi ofmft . The engineer fU, tl r agrees that the work pet ft)r,, herein a depth d 6" and thenh compacted to a minimum d 90 percent. It shah be the Corttractor�s lrnrl tDNNBC� M ails AT THE POW OF CONHICTIQN. -� I ,�► I" shall be in accordance with the rules and regulations required by the City of B Gf D f 4 q -f 003 = resportsbifty to place, spread, wader and eor pad the fill lo tact a000rdantoe with the Spedficationhs. lA1H�At5 SfHAI eE OOMSTHtIX.THO Czars of DRIVEWAYS. I Endnttas. The engineer agrees that any plan check or review performed by the ALAN tom, Owner 4. Cut and fill Slopes stall be cut and trfmrrhed to *0 grade do produce srraoth s<rtaoes 19. Au sewers A LV ERA.S SHALL K WRYIE RCM, Encinitas in Its capacity as a public entity for the plans prepared by the LOMY P IC E AIR TEST® Ala) TH3E AT THE APPr]GNT City of Encinitas \ " �, eng ineer Is not a determ the anted trntfbrtn cross sectlim The slopes cf exavatiorts and shat be shaped, of o urzur>s FaMIAt><BTANCE er LrrD. AHItTH3T SFMtI E ode AFTER ooHaTRtICTION � y a a n y of he plans or design, and therefore does not nrelieve 2d OS �--- By: Date: xWWW piarhted and blrrtmed as directed by the Enginen of Work and left in a meat and orderty I�.ISB � ►Owner Oo oft . All Ones, mats and other waste matter apOsed or od'Ya m or � slopes 2a. ALL IMS NO ufl3tALS 9MLL R M RAM AND SWL HAVE RK APPREW V THE LWD I�R.I PRIOR TO PAM the eriginTeeT' Of for the plans Or old ha t of Improvements based o+ H tthereort. The engineer agrees bo hxtemnify and told harmless the City of E:rhdrtitas which are lbble tD beeonhe loosened stall be rh'rrlOVed and deposed of. The toe and bop of all and its offters, agents, and employees from property damage or bodily Br. Date. slopes shall be rotrhded in aooardat with the Grading Orel mnm Injury arising solely from true negligent so as O act, errors, or omissions of the engineer ROSS H�IG, wrher brush, grass, and outer ob)ecnona mater shall be co ial llected p . iled or atterwtse KEY MAP and his/her agents or employees acting within the course and scope of such • -_- __ agency and employrnerit and arising out of the worts performed by tfie engineer. Bf"• Q3 5. AN trees, disposed d off Ux site by the Contractor too Imm the areas that have been daared D with a meat and fkhistted appeararhoe free from unsightly debris Approval of location of debris SC :1' - 40' IE HESSELDVG, Owner f17 shall be seared from the Solis Erngirteer and City Engineer prior tD the disposal of any 0 40 60 80 100 120 RESOURCE DEVELOPML�VT CORPORATION ALL RESIDING AT: 135 DAPHNE STREET such material. �p CI k 914 N. Coast Highway 101, Sure E ENC11 IT 92024 BU ILDING DEPARTMENT SAN DIC•GUITO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT �y BRIAN y -' i,-!i� _ _) Erhdr>Ras, CA 92024 -- - _ - - -- - _ _ __ PLANNI & BU NG �~ ( 760) 942 1106 Fax (760) 942 544 942. ( 02- 004) WITH THE COUNTY RECORDER SHOM BE IF THE RECORDING OF THE FINAL PARCEL MAP _ - -- - -� W DONALD DELAYED, AT THE OPTION OF THE CITY THE SITE SHALL BE RESTORED TO THE ORIGINAL REVIEHHi_D �' ttEVlEV� AND APPrtW ®�' / No. 26175 _' N0. �� CONDITION THAT DQSTED BEFORE THE OF A GRADING PERMIT FOR THIS SITE. ,� _ _ 7 & Z601 y CIVIL r° ' LID / "f�`f s Professionai e , 0 13 { NAME DAJ E DATE NAME DATE 7 / :s /o3 FO CtA, BRIAN DONALD, RCE 26175 ALAN LAUER, DENICE uUER, RCiSS H ELING, JAMIE H G, OWNE DATE Expires 2 Yeas aRer Date Signed License W �l�Joa Reim APPROVED DATE REFERENCES DATE RECORD BENCH MARK SCALE BrQN1TAS FIRE DEPARTMENT APPROVALS aTY (F "TAS ENGINEERING DEPARTMENT DRAWING NO. Courtly of San Diego Vertical & Hot Imntal Control RAMS PMARED UN IM SON OF RECOMMENDED 7 _ML�WL _ GRADING PLAN FOR: Manrnent No. OC 15. 1.5 In tapped pipe located 7925-G 5 in front of 1021 N . V an Ave" in Uiradia - °r ` Cm E ltct TAM 02 MM. eAt . vemoAl N►A al 23 3 caller oorwo, ucrwi7s afire L2�o3 / 03 o�ATF i z /-r / e3 135 DAPHNE STREET, LEUCADIA SHEET 1 OF 3 Elevatlon: 57.89 Datum. USC & TE tbeae RESOURCE PEYELOPMENT CORPORATION JN01 -012D LEGEND ITEM SYMBOL NOTE NOTES: GIZAPINC EXISTING ELEVATION 4' Ql GRAVEL AND LANDSCAPE AREAS FOR BEST PRACTICES ---- ___ -__ _ _ ____ _ -- - - -_ - . _ - - - -- __ - _ -- ____ ___ NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE v / SCALE: I = 20' � f � � PROPOSED FINISHED ELEVATION OF ENCRUAS. J1/Jr, J J I Q1 d EXISTING CONTOUR 0 10 20 30 40 50 60 r,� , 3 5 I (i� © PERMANENT ACCESS RIGHTS FROM PARCELS 1 AND 4 IN AND TO J � I J C) , c �' SWALES AND ROW DIRECTION — DAPHNE STREET PER PARCEL MAP FOR TPM 02- :J ACCESS RIGHTS DURING CONSTRUCTION ARE ALLOWED. � a � w ' PROPOSED FILL SLOPES TEMPORARY . r '� d � .., d � � � � J H - MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4 VER AC O �, + ti I J , COMPACTED FILL AREAS © �� .,r --. "' , _ • + '� 6" CLASS 11 BASE COMPACTED TO 95% OF MAX" DRY DENSITY c� --=, 1 - 3 J MASONRY RETAINING WALL - - - - - - - - - OVER 12" OF NATIVE SOIL COMPACTED TO 90%. 1 � DEMO DQSTIN AC PAVEMENT AND BASE 4 PROPOSED PRNam ATE DRAINAGE EASEMENT O PARCELS 1 & 2 _ 'D , t r ,;G; G - ' — • • NEW AC PAVEMENT AND BASE FOR THE BENEFIT OF PARCELS 2 & 3 TO BE GRANTED AND RESERVED ca EEr © AT THE TIME OF SALE OF EACH PARCEL �-�' = c PVMT CURB & It GRAVEL SWALE 1 O _ ti -__ - -. - :.�� lV• G G PVMT CURB & 4' GRASSY SWALE / ` r ' f x i �� i i � 07"17 �• _ Lr ,�.• ,! �• r � 10' GRASSY SWALE 0 y , Bft /• ,: /, r \ D = CALM ACCESS RIGHTS 7 i I N tR+�6fT�Y PUBLIC STREET DEDICATION l _ _ _ 31GN f9l DEFT STD _ \ _ = m'32'Z6" W 3.62 FIBS BUILDING SETBACK LIVES s r — /• � •// l � • ; ; PROP'OSEa 24 PAVED �. !: .' /�♦ !. '1 E W AC PVMT R RASE —� i I�AVRAWEr STARnE ION MAT 8Y RQAD & UTILirIES EASEMEriT I j '• - ' / n1vlsleLF STRUCRJRES me 2I3 -1510 aw DISTANCE FROM CENTERL y / , i j ! / AURORA, OOLORAOO �D ON PLAN AND SECTIONS / s / /• PARCEL !T i i �- r ' '. 1.• , ♦ i MIrQMUM NEw AC PVMT / s / / 1 f I NO GRADING ! ! t PER LWD DWG S-17. I.E 4� 6' T �- GAMES SFU41T0 �� , } za D= ,• '� ,' w/ co. a PA PER tWfl s L APN 256 - 053-13 EXISTING GRADE SAWCUT BUT AC , ,• ' ` � I EXISTING ACCESSORY ; t �: ai I 6% OOAST HWY 101 and a \ �� — ,� s •/ i I I ! PARCEL 1'.: -- - - - - -- _ ._ -- .._ --- / S , ` \ i ; ► ' L TO BE REMOVED 61.5 PAD / I r,'. - �~ io► E�asnNC pueLi�c MAin Es�rr TM COLORED GRAVEL Alt — _ s _ r ! :. : r ....,•:.,::;.:.:•; ..• -a� .ti . 12'.... ... — , \ i` �.I ,, S IG N P�ARlRI�NG" L : � :• /• , \ < f < j '� -- - --.-. .. ; ' f J �p..�. � . b PR o0C 11�OJRZ As FILE No OF ,. [ } - "* { :+ PRIVATE DRAINAGE PER MN�FACTIIRF'S SPE6 S / / \ (� , f ! t +. I - AND PROPOSED PRNA ESMr. _ f ...: ElQ5T C�ARA(7 !4' NOTE 4. j _ — EGSTING GRADE ,- — — — — _ — — 6' COMPACTED DG RASE %VTr R REMOVE E)QSRNG AC PVMT s / /• \ t �. ( (- — — — — S9 R }: t0 RE REFIOVEDb�A •:�` - � , f - MATERIAL , _ (; �,..�— _ /� i , ��t` :' HA T T J - HJR r -- RECOMPACT RASE _ .. d r ! i _./ 1 d PAVEMENT EDGE Cl1RS 6' FCC EDGE CURB s / r — ...._... PROPOSED GRADE / / I J J 1 ' ' j -� , J t6:OG' r -. r _ f ` — !' R • - - -- - - 1 . PER DETAIL AT RIGHT GARB AREA - 0.67 SQ FT , , ' �� +� ( { I'f� ' ! , (- NOTES • :a• ^- = -- — — GRAVEL LINED SWALE /• j BROGI TRUST 66 '64" 93.03_ r , PVMT A PER DETAIL AT RIQiT L SHALL APN 256-053 -1 i ' _ _ l 4" /•i i ►i 2. SEE STANDARD DRAWING G-10 FOR >a1NT DETAILS , 161 DAPHNE ST ! ! t 71.78' 7.2? ' °' .:.1'` ' : L .. TYPICAL SECTION • DAPHNE 5TREET EDGE CURB & C71ZAYEL I ,f - NGEL SAIAZNt r ".' '; -r •.: ,� . , PHt LWD DWG 5-17. LE 47.9 ' ' �-_ � t III/ CO GO. Q Pf L PER LVYD S� NO SCALE NO SCALE t. ..a�! ,I'` �' .� � SWALE r v SIGN PER FIRE STD- 1 seer>Yx1 r ° APN 256 - 053-14 P55o vmmf3 Geo-sYNTHETIC FILTER/ / � i -,' • `J !. �,. � ° 604 COAST HVVY 101 TURF 5rAMMTION FABRIC 8Y NORTH 1 'P ARCEL 2 ! E7Q5141G MASONRY RETAILING ML \ \ J ' i x �t1 I r' ! \ t .�i ! I '� TO RE BURIED IN �P�L�A�C�E� (SEE AMERIGN GREEN UIC (800) 772-2M i 1 i �o I : t '} 62.0 PAD . r r- ( SERrTIOI� DLSTALLED OVER SEEDED TOPSOIL j PERW NEw AIr PVMT BASE / r I '; f t A. f' : J# PRIVATE DRAIN E INEILT - ��YOND T PROPERTr � w / i I 1 J _ FiABRIC ANCHORS PER MAMl1FACTURE'S SPECS ♦ t ! x i j - ,. ' , AND GRASSY SWALE PHR DET �1 AMR SALAZAR DATED E FOR MEDIUM FLOW CHANNEL APPLICATIONS PER TYPICAL SECTION t i I , j I f }.: I SEE NOTE 1 !•- E)MOF6A9�'�fT ®GEOFBMI 30 f ; I I ; 1 R 1 a ■ 21f , I .� x i ! t sad IM DE�r sm r �. • S j1 '.r ! / L.•— ' • r� 1 4" SEEDED TOPSOIL . ` + = f ( �' / ( / r - 1 \ ' N 68'S1'04' .W 91.21' f J .y � kEMAI ER PARCEL �- 6" COMPACTED DG BASE R J ' . GRADING NEw AC PAVEMELT LAND BASE � _VIFOC man i . - - r - .. ' •� IJIICIVLIF� , �.• ,' � r �. r r^ CIAL CURB AREA = 0.67 SQ FT f r *" � � � r.. PER LWD DWG 5-17. LE 41.36 ' PER CRY PRIVATE STREET ST / j j w/ CO. P/L.PER LWD S•8 (. . NN 4' AC OVER 6' CL II BASE - T1= 5.5 GRASS AND FABRIC LINED SWALE / r I ,... 1 PER DETAIL AT RIGHT \ 1 �_ ; • ; .J �, ; v (» L CONCRETE SHALL BE S*C -2500 i PROPOSED GRADE 2. SEE STANDARD DRAWING G-10 FOR JOINT DEWS — ! f I E RI AT A E B SWALE TYPICAL EDG CUR & G�SY 5 L �oGI TRUST 1 i� C * AIM sALAZAR 5 MON P Y E RO D - - _ _ - - _ - - - l I �snNG Poa I i , . PARCEL -_ APN 2 AN 256 -053 -2 NO SCALE f l! s g 56- 053-15 181 DAP NO SCALE ST ��i ' � TO REMAIN � �; �f •f �; � + (�62,5.� PAD � � - � - -_ ;. . - t... � � 604 CQIiISF HfVVY 101 b �. -. P A- MT PR MT � WL � � � DQSf ING CHAIN LINK MW(--M D05TING 10' PUBLIC SEWEt EilS8�19LT i y } � ' � •,;� .: J - }.: - FENCE � I � VARIES DQSTING 10' PUBLIC SEWER FENT AND PROPOSED PRNATE DRAINAGE FAStT f ESiNT SETBACK BLDG SETBACX - - _ 70 } I DaSTING WOOD FM T�i1 �$: L= — _ k..• (y1 VMTING H _ PAD 1 ,P I — - - - - - -- PAD GRADE EXIST G RAD E ---• • _ -&f "; — — — — — - GRADE - GFUM GRASSY SWALE M7 GRADE GRASSY SWALE SIDE YARD GRADE 50 50 5t1 �tASSY 50 j I __ _ _ -_ _—. am. RETWALL N � _ ...... 68'35'21' E 1 ' ; • SECTION A -A SECTION C -C I c �� I - - 10 BLJ r LJ r l 1" = 20' Hmimrltal & Vertical i" = 20' Horizontal & Vertical sasr>1LG LARGE Pn1E TRl$ m eE REt4o w EIMM I o CHIAPPEE I APN 256- 053-16 H R/W 4O' ww P/L P/L P/L I RIDE* CHAPPEE 654 COAST HVVY 101 W DAPHNE STREET Pveuc S S S 1 5EKK MAIN INSPECTION NOTE: AM 256- 053-11 y ..._..._ _._....._ R.------ _............. ......... SIDE YARD DRAINAGE SIDE YARD DRAINAGE _ .............................._.....__...... .._._........................_— _.................._. ..........................._... I The existing sewer main shall have a CCTV it im SIDE YARD DRAINAGE SIDE YARD DRAINAGE prior tD the start of constructim. Any damaged 9edi0nS _._....._.. --- ._.... -... _....._._. ......._......_------ _--- -• - - -- _...... ... _ . p cl v/ of the pipe shall be nepak+ed prior t0 ft start of UM ft 60 - - - - F ......................... _.......- ............ -.. I �����•�������������•• :��.,:. — — — — �� � at the erq�ense of the leAxadia Wasbevrater District. A Lw ......._..._...__ __._._.._..._ .................. ....... ..........._........._.. ...... ........................... - - -- � BRIAN y � � __ ................ ................ ..........................._ ........... PROPOSED PVMT EDGE CURB PROPOSE GRADE EXISTING GRADE cc,� DONALD �` � wmW CM insp"a, shall be made when wnstnidbn 50 .......__ _._..... .._. ........ A1D..GR1(� _ _ ._._. . _.._ ........._............_......._ 50 ¢ No. 26175 1 Of the .............. .........................___. -_ 7t CIVIL inlprOVetTlerll5 on aR * Any damaged sectb of the pipe shall to be r"I 5ECTI N 13-13 u ,� Professional \e, at the expense Of the Developer. 1" = 20' Horizontal & Vertu! � CA1.�F� DATE RUMMES DATE LOCAL BENCH MARK SCALE DESIGNED BY DRAWN By CHECKO B Y bd bd : F b APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. IMPROVEMENT PLAN No. W94-R 10 MANHOLE RIM IN LEMIA BLVD AT THE NORTHERLY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRM a GRADING PLAN FOR: PROLONGAT0 OFTHE CENTHt x OFTFE ALLEY WESTEIti-Y BY: ". - 7925 OFHI(7'HWAY 101 AS �H M ON 9M 2OF DK Na MM HDR�oNr DAIS 12- 03 a3 DATE AL As Noted � ci � R TFM 02- DAIS 1 eevatlOn: 51.65 Datlrm: hlSL liana 3 /3�/ 135 DAPHNE STREET, LEUCADIA SHEET 2 OF 3 KE50UKCE PEYELOPMENT CORPORATION JN01 -0125 f EROSION CONTROL RTES IEK0 AND 5EDIMENT CONTROL PLAN 1. In case emergency work is required, calf W MIKE SHORES, at (760) 685 -2424 J1 /J /, P RM STOWATEK POLLUTION CONTROL DMP NOTES 1— 2. Equipment and workers for are+gency work Shan be made available at al times dtirtng the - - Relatnre fio Construction ACfivrfies J � 1 J I rainy season (October 1 to April 15). AN necessary materials shall be Stoc on site 11 at convenient locations to facilitate rapid construction of temporary devices when Caxrebe otrstee MatRfai J washout sued conae estabbld and the an ada rain is imm'ment. Cantr°dct(x shat Waedp te area to Stored Tiabetab shah be eontalI in a seaae place to prevent stxpege and 3011119e 1 J �� ,- amain c wastes on site. u Is wiegal to wash cube slurry, Conbal:b snail store these products Owe Ow yd ,► dry out of the raM�. omitadar 11� J .�- 3. Devices stro�+m on plans shah not be moved or nodilied rvRtta�t the approval of the Engineering a reaelyI g wat Contr show post sin des�ati, me waftit ioraaon P' 9° `�" ► °0nratrxr,enc ttx al ,d gored an- J Inspector. 9knlrtabe a reduce polttliori d stormm�eber from sbod�pAes kept aii site. Slodeplks t� J Oonsbucb n SN Ames ' A stabwhed mristnubon sloe amesg shat be provided forvdddes egress and �Y hidltde sow, parlrtg mabefzils,ttspttalt mrtaebe, aggregate base, etc Sbxf�Aes � 1 4. The Contactor shall restore aN erosion alxrtrd devices tD woildng order to the satlsfkW of to prevent bacfd, dht o f site• Tats snail mdude w tg ,,Wm1a l snow be located away tram mno>'mtrated sbormrwaber Wows and $bortrtdrahi hdets. �� �o �- - DA N m �„ S P 9 such as � andbr 00 �• sbod�lles shah be covered or protected wkh sow stabw►ratlori �,res and provided \ _ _, ��iVC after each rarnfail. vidth a temporary sedh,ind berrier am nd the perimeter at d times. S the a !r �� � _ �� \ sbort A spedk area away nom gutter and sb ,, drahi straw be desigrtabed for conistrutbn k� \ �. -� Trah 5. The oortbaCbor shall hStall additional erl,Sion oontd measures as may be required by ttie ay Contractors' enpbym who perlbrm construction M the Cky d BidriiCas show be �c �{ = PERMAi w Plwx sn1EET Engineer due b0 an inoomplt a �achig Operdton Or ur>f eert Qi�ctnTtstattoes Which may aiE9e. vehk*s P n9r vd>ide r 9r and routine egt>Ipmterd mahttertartoe. AN major Wired W be fantilla wwh the Cfi► d t3tciri{tas rtrreter powtdfon axed mss. �. GRAVEL FILTER _ repah5 Shaw be made off-ft ft These OW notes shall be avowable to everyone working on Ewe• The pmpedy owner 6. The Coilbacboi shall be respa'islble and Shall take necessary p to p p Bosbn Ctrttrd and the crime contractor must inform sub�tra rs about sbormtrvater requht+rtt+tts i �� ,' .. 7 :.• : _ i `� Erosion control must be provided fbr d madve surfaces. Sloped strfboes espeld* and their own respor�ibHMes. J ►i ' :'���- trespass onto arms venal impounded waters create a hazardous olxtdtion Wte 1 i j ' D = i shall be p rtet against erosion by kalrtAng erosion resistant strfaoes suds as j R erosion mntrd mats, adequate ground cover vegetaftort, and bonded fiber mate ContradAr shall be responsible fbr property dhposktg of al web and used toletrtrdloa 7. AN erosion Cx trd nteastlreS provided per the approved Grading Plan shall be incorporated hereon, nelterfals. d unused or waste on the , where water can No cavation ex and activ are wet WWII a ltles alcoved . g R - - - _ carry then Into the corrveE2rtoe system is stridty prohlbibed. � �'• _ _ _ _ W 3.G2' 8. Graded all around the project peiimeber must drain away from the face of Slope at the No tbm show be hitr>' sbormwaber sisal '': , ` i " '•; � _ � j PER DETAIL "A' DA�ersiort dlioes Shaw be aonsb,ctad b diarrtd nrtoff wound t mrrstrintiort site dumlpstefs ! _ OOridUSiml of each work day. Oontractor show pn>t dtarttids organist erc>sieri using perrrlarierit and berrtpo►ary show be placed wound dumpsber5 tp divert the rtetrral storm mrtdf. DtNrlpste5 rile) i, I 1 ,� • t Y _ - .._.._..._.. _ GRAVEL MEEX J • •• ' GRA1la A'R7 Cl�c DAM f I - erosion contra measum be dtedaed freQtreritlir for icier. Dumpsber ids shave rernaht domed at ad times. i `jr i •:,� PER DETAIL'C' Durpfts without lids straw be placed within 9nxh rs wth impervious WIN or i PARCEL T ' " 9. AN r+anovable protective devices sflorm shall be In place at the end of each woridig day whet \ , Remove �'t9 o* when aback" necessary Large pro?ects shat be covered *0 tarps In order to avoid rain contact w1h arty tram matErtal. j ' the five (5) day rain probab1 ty forecast exceeds forty peroett (40%). Silt and We debris mnducted in phases to wW Y removal d the natuli ground cover. ► constiuRon tdudir , hg , waber`b veMde esed I r i• �o t l ` I ! i I. Shah be veil vied after each minion. Do not remove trees or *utx whim ssarwy; they t* deae®e moslon. PARE J r broken and wood and deal can be 1 EL 1 t . aspfiaR eortcrebe, Megetabor► r' ! j , •. ' ; ( i. •• ..._ � Ternporary vewwon nest be Oenbed on slopes or where construction k not must be taken m an appropriate IandfMl or dtsposed d as j j / l ! i i •,1 , • `. ; — — _ _ 10. $tlOtJid gertnirertiort Of hydr09eeded slopes fait to provide of ftadJVe c131Rr'dge Of giraded SlOpeS 436.4151. EDCD at c krxrtedatettr planned fa erosbn contra PAP• Erosion shave be prevented by ltazardot� waste. For ktbrmtatbn On disposal d hazartiotts niaberlal, of the HErrardo(ts i f j f f PERMAN r 1 rllltll ,) , ENT waste Hotline trill 1hx at (800) n4 -119s. ror inbnnatbn on lend lis and to order i j j (90% coverage) p V to November 5, the slopes shall be stabilized purtdled stew irlstaAed ptentlrtg fast-Vowing annual and perenmd grasses to shield and bled the w1L I i GRASSY r. o tntpsbes aw (760) .l d t in accordance with Section 35.023 of the Erosion Sedirrient Control Handbook of the State of Pont pennarierrt vegetation as soon as possible, once a®+etfon and gradhg acmes j j j : ! I I ..I � t Califbmia Departnett of CO wvatbn. are mmipiete. PowutanLs show be kept off exposed surfbaes. Piaoe trash tarts and rerydklg le�ptadet j j , 99 j "HAT arotrd the site. � j � ! � { ,� � t + i - • � i'- Water usage fbr dust control show be mhilmtzed. Poi Wk bowers must be In good worldrtg order and dtedoed frequently fbr left Oontractor shave provide semridary and babe portable tolefs away horn J _ + - - ,, ; •T' b8°5 93.03 ston.6aht ktlbs on pervlaa wrfaoes. 1 112" CRUSHED ROCK Aw wn*uctlon ddyt shave be kept away from the sre% gtrtber, and sbornr i aki. �- is Contractor must rotlth* di Kk and dears up, atetal that nrya have bo eied t ? ; ►`•� { PL MNT GRA( SY SWALE 1 •`' ', -- ` '',I PER DETAIL "B" Filter fabric awayfTOrn3�' j t ( , j i " - Original j F g ra e r - . � d J • v _ r: 12 in Min, unless otherw t 1 } ! 1 i specified by a Soils Engineer I l 1 �� f� J ' • • • � f '��\ PARCEL 2 t •'.'� " SECTION B-B ► f 1 J '` m t \` l V .') ` its No Scale j I j � � ! J '; �••_' �• r• - LEGEND - ( NOTE: 1- + f ' t 70 r.•- " � " • Construct sediment barrier e I I and c h a n n e l lz a runoff to BEST MANAGe4ENT MAC TICE iLf` ITEM No. ON PLAN F� sediment trapping device B r' J I ' , ' ` •,'• , O ' / �\ PERMANENT PUBLIC STREET• GRAVEL REA FILTER A PERMANENT GRASSY FILTER AREA ,. ; N 68°57 w 9111 � � � REMAi ER PARCEL ,�':. ,. r �s _ width as j .•. oC M 'y� ``XY.J /' : ' :L /�, r � "�l i required a JLVrC c� �� �+C k"fi{ L r ^ ` u "7� '� t J ` ' r wired b STRAW MULCH STABIi.IZATION (GIMP �.7-v) 1 ! E SP W r ^`SIC � y� accomodaee 1 _ ; �- t l• LA .ini ,(,,� �� '.` t •: anticipated SILT FENCE (BMP -SC 1) ; J ; i " J' r ; J r �• ff ic �(, h ► i � r..} �JA� �: • - - �•' �: � „� „ `�o � r �0 f I tra i I: � GRAVEL BAG BERM (BMP 9C�) _ c�_c.•_ x ' J r j I' L� t� t j� r Q STABL M CONSTRUCTION ENTRANCE (BMP TC 1) :' • ' ': j ' j _ _ _..____._ _._ I r '` l " ,x Temporary pipe culvert '•—► f 3FTMQl. ---_ `' as needed GAP wrwEm BAGS � ACTS AS SPILLWAY i _r f • j � ( I' 50 ft min 3 LAYERS of GRAVEL PARCEL 3 t •, - - --------- ------- _ ...... _.._ ................................... ........ ............ ..... .................................................. __. - WITH ENDS OVERLAPED TO RB►1AIN r f or four times the circumference of the largest construction vehicle tiro •. 4 (- . Match whichever is greater " �tt E rode g PLAN DETAIL 1+ - G1zAYEl BAG CHECK DAM I T V - -- - - I f l No Scale NO SCALE i i / s• i i r• i O Ail " " - T ILIZED NSTRU N ENTRANCE CONSTKUCT ON PHA5E 8MP'f3 ! o DETAIL A 5 A8 CO CT10 : I �•- Lz r, - COMM ._. "'• �"- m MP NAME EfiITS NO SCALE �" t� ra..r a . a ■D ( . E � � _.. � ,.':. :• ; TEMPORARY SOIL STABILIIATION /iii A t ; .i t r t K '` ~ �' - . ^�.••�� l.4 +`�• H SS-2 of El" V elgetaft WV Manual Mtadted - Al 8 W GRADW Areers Shown on Ptah r '' f 56-6 Mulch PP Marital Afladted - See Area Shown on Ptan - - ----.-.._ ..._ ........................... ON a0ra E)Q'STIN6 is WIDE PUBLIC 1Q° • °1 �" a ' � r•r TEMPORARY SEDIMENT ooNTROI fi _ SEWER EASEMENT To LCWD N 68°Ml" E 183. Z AND PROPOSED NEW GRASSY SWALE ARI13 PER PLAN „�,� �: m "' "" �' 9C-1 fence NMP Mantra)Attached -See Location on Plan ( r-� I �, I % I -r -10 4\ PltoPOSEa GRADE FAIM NOM °`• •°` w STr6 Beg Berm RV Mamsi ftdied - See Looft on Pion D L J f � A L O T PER fwi"ACiURERS sPBfS sc4 Beg Cltedc Dam PP Manual Attached -see LACatiori on Plan E7QSTING LARGE PINE TREES To RBN041ED FOR MEDIUM FLOW CWINNEL MOrr= A -• 00 IVM DUAIL MCP T" fl TRACM CONTROL I j TC i Qnstrtrdfon Brbarice/Bdt WP Manual It1la vd - Use Type i I •, -�1 . '., �� +• ' ;• „ • , : •! 1 ' j— I tom. A WASTE MA AG84ENT AND MATERIALS POLLUTION CONTROL CilA65 OR TR1RF LINED `'~ r , ' ` ; 1 ` ••' . �. WM-1 Mat W Ddvery and R"ge BNP No Attaidled - See Lomft on Plan :�� :.:'': y'•�`' � PCC RETA1NiNG WALT LANDLOa TURF : :.r : •�: ;�' . -; • ti. - •r WM Sold Vibe Managernerit 111141 Marital Mad - See Lomtbn on Plan ,: ;� •: - i? :'; PACT® Sff IFTiER OF PERMISSION '" "� •�• WW6 Hazardars Waste Mwagerlwnt 1IMP Manual Att'adted - See La ratlori on Plan SCALE: 1" = 20' % TO FILL BEYOND PROPERTY LINE • �. = • • BY ANCfI SALAZAR DATED ys ad* cry (D-"— woo WM Gbnrsebe Wage ManagerrterR Ortsfbe OoncrFlbe Washout Not Allowed 0 10 20 30 40 50 4 DOSTIhG GRADE CPMMAL YAMAIiAIm 9111" arc fmrw_ WM•9 solfty/kPt waste manaw, Temporary SerfM See LorAMn on Plan (PER NOTE 11) BRIAN �2 pON " Cr ; 5 �p DETAIL "B " - 10 f GRASSY SWALE DETAIL ND SILT FENCE CIViL NO SCALE NO SW Professions \� REVS G APPIRDMI DATA: Mws MIX LOCAL BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. IMPROVEMENT PLAN No. W94 1012W MAC HM RIM IN L&MIA BLVD AT THE NORTHERLY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: PROIMT0 OFi* CEtlTHt1RVE OFTHE ALLEYVMESMY Br 14 Ft 7925 OF M WAY 101 AS SHO" ON S iEET2 OF DN No. 00W i+ol�Nrx AS Noted GIN R N . TFM 02E-004 Azos VErM As Noted DAM DATE 121 03� ,a 3 DATE: Hevaft: 51.65 Datum: M 3 � 3 � 135 DAPHNE STREET, LEUCADIA SHEET 3 OF 3 RESOURCE PEYELOPMENT CORPORATION JN01 -012D