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2009-10153 G (Plans) saw T; " V with, t n standard fitklons for Public n= nth s +, 2 1. Ali motile shah,be�4"in cord4frr wi hose Plans, st da Sp 1, The sari once mod-location of underground utility plea-and s�±otalw o ese p f" Wtrk to be . lathe currem C of Encinitas + d the The consists of�the � a 'dtng ply, ' Construction Standards of C of Encinitas,tas, an rt arch f•available records. To t : " of^ knowte there are Works Cons#rurn, �p and 'iY were tai ed°by a sit c sb e re r the best ,+ � . . .. ST MET • • A PORTION,OF Tkl SOUTH H� IT ; ST[ Teri trfent Sd t #rrs, €a l pfdawits, and the San f�i Area Regl�airtdard Drewufngs and Ler, dfa UfNstawater Est. Standard Specifications. Any existing util7ties except as shown these Fans, hovvever. �. , � �� �fi Chan es er Revisions the efrom shall be approved by the C+ty Ei neer prior to any request for inspection. ACCORDING TO MAP No. 524, RECORD APML 6, 1688,TOGETHER WITH Standard Specifications fir Public Works Cc�truewn. g LOT 13 AND A PORTION OF LOT 14 IN BLOCK P OF MAP No. 2078, The contractor is required to take due precautionary measures to protect any existing utilities Grading SCI constall of the construction of all Cif£and Ns Shown on these ins and autNned in the earthwork "Limited RECORDED NOVEMBER 21 1927 1 A Encinitas • Ordinance. 2• The Bolls Report oral#fed Lrm+ted�eotechn+eal investigation, Proposed Single-Family Residence, or structures located at the work site. It is the eontraoto+"s responsibility to confect the speClfiices. All grading.de#i?lUs shall be in accordance vaith ate City of Or'ading 1521 Neptune Ave,APN 254-03049,X29,City of Enchitss,Cal forma,92034"prepared by East County Sall Consultation following owners of said utilities or structures prior to any excavation,for verification and APN 254-430-29 08-147 CDP and Engineering,Inc.(Project No.08.114783)dated December 23,200$shall•be considered as a part of this Grading location of utilities and notification of commencement of work: Plan. All grading shall be done in accordance with the recommendations and specifications W&bn TT M BUM NC' SYMBOL QU.ANUTY contained in this report. a. Sewers- Leucadia Wasterwater District (760) 753-0155 b. Gas& Electric- SDC&E (800) 422-4139 1 EXISTING ELEVATION x 56.A 3. Approval of this an does not constitute approval of sizes, location and of drainage facilities :1 App plan PP type 9 c. Water- San Dfagufto Water District (800)422 4133 nor of improvements within street right-of-ways. Separate approvals and permits for these shall d. Telephone -AT&T (800)483-3441 •: ., r ' k ;; sf F PROPOSED FINISHED ELEVATION be required in conjunction whir improvement plans. e. Cable TV-Time/Warner Cablevision (760) 707-1000 `' ' EXISTING CONTOUR SO f. Underground Service Alert (800) 422-4133!811 4. Written permission shall be obtained for any off-site grading. `" 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this \ i f K & FINISH SURFACE �a SLOPE AND DIRECTION - 5. The Contractor shall take any necessary precautions required to protect adjacent properties during project. Phone: (760) 633-2770 ° "' `" DRAINAGE SWALE FLOWLINE LOCATION '- '�'� "- grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition J existing prior to grading. 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760)633-2770. / (jl All work performed without benefit of inspection will be subject to rejection and removal. PACffIL 12' PVC SQUARE DRAIN INLET NDS 1200 ® 9 ea. 6• The an developer shall be responsible that monument or benchmark which is disturbed or P P Y destroyed shall be re-established and replaced by a Registered Civil Engineer or 4" PVC STORM DRAIN PIPE SDR35 --------°°---- 250 I.f. a Licensed Land Surveyor tt pan�\ �N �N 6' DRIVEWAY GRATE DRAIN ACCO DRAIN K100S 30 I.f. iA 7. The Contractor shall design, construct and maintain all safety devices, including shoring, and WATER SERVICE HEFT 2 1 ea. �) "' . 'zi shall be responsible for conforming to all Local, State and Federal Safety and health standards, - t S NOTES STORM DRAIN SUMP PUMP DETAIL, S laws and regulations. 1. Water services, laterals and appurtenances shall be constructed according t0 the Standard MASONRY RETAINING WALL SDRSD C-1 & C-3 _ _ _ _ _ _ 2,100 s.f. specifications of the current Water Agencies Standards Committee (WASC). The Contractor 9 8. Grading and equipment operating within one half(1/2) mile of a structure for human occupancy shall and hereby guarantee all work for a period of one year after the date of acceptance. shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays \ ,. ,: : °a narras Bros Maas P UBLIC STREET IMPROVEMENTS and City recognized holidays. 2. Unless otherwise noted, all connections to existing mains will be made by the Contractor, under 9. No grading operations shall commence until a pre-grading meeting has been held on-site with the the supervision of San Dieguito Water District, after payment of the estimated Cost by the AC PVMT AND BASE 4"AC/6"CL II BASE 400 s.f. MAP following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and Developer. VICINITY Permittee. The pre-grading meeting shall be scheduled with the City at least 48 hours in advance NO SCALE by calling (760) 633-2774 4, All services to be constructed clear of driveways. 10. Prior to hauling dirt or construction materials to any proposed constructionslia within this project, 5. Utilities to maintain minimum 5-foot separation when paralleling water services. NEW NPIE RVIOUS SURFACE AREAS 5,4 0 the Developer shall submit to and receive approval from the City Engineer for the proposed haul route. The Developer shall comply with all conditions and requirements the City Engineer may (Excludes Building Footprints and Public impose with regards to the hauling operation. 6. Water connections to this project shall have an approved backflow device installed to the District's Satisfaction and curfent Water Agencies Standards Committee(WASC) standards. 11. Upon final completion of the work under the grading permit, but prior to final grading approval Backflow devices are to be installed directly outside City or County right d-way or outside Water EARTH W1/ORK and/or final release of security, an As-Graded certification shelf be provided stating: "The grading District easement.Repair, maintenance and annual testingef backflow device are responsibility of Owner. EXCAVATION: 1,400 CUBIC YARDS REMOVE& RECOMPACT: 200 CUBIC YARDS performed under Permft No. 10153-G has been performed in substantial conformance with the FILL: NONE approved Grading Plan or as shown on the attached As-Graded Plan". This statement shall be SHRINKAGE/SURFACE LOSS: 200 CUBIC YARDS EXPORT: 1,200 CUBIC YARDS followed by the date and signature of the Civil Engineer who certifies such grading operation. �, fi : : . A RYAS, ATER . `4 ACT . WE S MAXIMUM DEPTH OF FILL: 0 (NO FILL) MAXIMUM DEPTH OF CUT: 12' (BASEMENT EXCAVATION) 1. All: in shah be observed and tested by a qualified Sells Engineer or under hislher direction. 1. Ly/Depproval zof these plans does not reilave the,applipan#,prix eap'neer of work,or contractor from responsibility " for the errors and onimxssions discovered during or a it conirrustion. QUANTiTI NOTE: THEREMOVE AND BE _ ,',.AST EARTi S"NIT'f ISBASE�ON4# T OF 8 814tf file He/Sho shall observe and test the excavation t and oefrtpa�n+af fills.and back filts I,,determine GtEST11ot AttNUM. BTHERJ 4tF1`i 10 .. L ��AVATEGr`0,0 " 4AND121 TIELi3t4+WSTM, and compaction trenches. He/She shall submit soils reports required'and wit date 2. All design,materials,grid construet+on word shall•co+rforfri 1ri fh&L wastewater Dl&teictLwO SEWER eRAt1E8 fOACbill?v 1114MAIN HoUSfit A4iD" N EE6YAnoNB shovel tai Tklgt�t,Nl, Tk1E Ctll#TR�iCTbR ' ' ', ra io s he/she shall state 5i, ," V T FOR ©NTWOENOY mV 8XCAYA,TION IN ADDITION TO THE IIUANTITY ABOVE BASO ON S-WLS the Suitability of any#1{l material. Upon completion of grading ape t t1 STANDARDS and to the requirements of the STBN�SPECfF`iCATlONS FOR PUBLIC WORKS 19 ADVISED 4+uLOw . C • that observations and tests were made by him/her or under his/her supervision and that in CONSTRUCTION (GREENBOOK)and the REGIONAL STANDARD DRAWINGS, most current CONDITIfaNS ENOUItTEREtx AND FIELD RECOMk}EtfDATrOrhS MADE BE THE SOILS faNCitiEbt AT THE THE TIME OF CONSTRUCTION. his/her opinion, all embankments and excavations were constructed in accordance with the editions. In the event of conflict,the LWD SEWER STANDARDS govern. approved grading plans and that all embankments and excavations are acceptable for their intended use. 3. OSHA SAFETY ORDERS and OSHA CONFINED SPACE ENTRY REQUIREMENTS shall be followed at sif6mes w lout exception. e ail excavated surfaces to provide •oshlve drainage and prevent 4. The contractor shall have a copy of the Sewer Notes 2.$i 3.documents on the job site at all tunes. 2. The Contractor shall property grad P +na9e pending of water. kle/She shall,contfol surface water and avoid damage to adjoining properties 5. The contractor shall guarantee all work for a period of one Year after,Lfwdate of final acceptance:by LWD and shall or to finished work on the site and shall take remedial measures to prevent erosion of freshly repair or replace any work that may prove defective in workmanship and/or materials within the one year period with graded areas-u+ltll such time as permanent drainage and erosion control measures have been expense whatsoever to LWD. 1. STEEPEST eXiSY'+NG"NA*URAL SLOPE ON-SITE -7% installed. 6. Prior to beginning.sewer work,the contractor shall secure a Lwp permit for construction and shall provide a minimum 2. MAX+MUM VERTICAL DrEt3'rM OF CUT - 12 feet (Basement) 3. MAXIMUM VERTICAL, 3. All we"trp be>filled shop be prepared to be filled and,fill shall be placid In aecovd ante with of 72 hours notice to LWD prior to construction. DEPTH 4F FILL - 0 feat 4. AVERAGE D;EPTU OF GUT - 1.460 e.y.x 271 1e,7e4s4a_3.5 feat the rd , ons. Att-viagetablS matter arrdc jaott, rfie#ei tai shalt be 7. Apprevalof ft plan illy LWD does not ikllaa represeritakon of cy of the local on of,or the existence the Contractor from+=this sunisce upon which the All is To bs.placed. Loose fill,and alluvial 5. AVERAGE Dr PTkt can FILL - o e.v.x 27/ 1t+ oks� =o.a f+ei by or non-existence of,any underground utility,pipe,or structure within fhelimfts of this project. soils shall be removed to suitable hurt natural ground. The exposed soils shall be scarified to a depth of 6"and then compacted to a minimum of 90 percent. It shall be the Contractor's S All revisions to drawing shall be approved by the LWD District Engineer as construction changes to the original responsibility to place, Weed,water and compact the fig in strict accordance with the Specifications. mylar drawings with initiated approval of the mylars. 4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces 9. Connections to existing sewer pipe or manholes shall only be done in the direct presence of the LwD inspector. New and uniform cross sections. The slopes of excavations and embankments shall be shaped, sewer shall not be connected or allowed to flow to existing sewer until final acceptance of all upstream work by the LWD planted and trimmed as directed by the Engineer of Work and,loft In a neat and orderly inspector,or as approved by District Engineer. STATEMENT Qf ENGIitEER tK SC3ILS SIN 1R' CE.RTII~ATE OYI�I^ ER'S TTFICAT w r x r excavation or embankment slopes ' ce condition. Ail stones roots and other waste matte exposed 4 e Pe h angles o the sewer main unless otherwise shown as approved b LWD 10. All semen laterals shall be located at right rail t e pp y .- It m agreed drat field conditions may changes to these ens. it is further agreed that . t uric performed b the engineer shall f,MAMADOU S. D1ALL0 a Registered Civil Engineer m the State of California, Principally dome gr Y aquae ge pl g which are liable titr become loosened shalt be removed and disposed of. This toe and top of all on the plans. The undersigned engineer agrees the the p y g g g r : business in the field of + •ed Soils Meeh : hereby certify that a sampling and stud of the soil the Owner(Developer)shall have a Registered Civil Engineer make such changes,alterations, slopes shall tut rounded in accordance with this Grading Ordinance comply with the generally accepted standards and practices of the ertg+Wear's a Apph, an+cs, y fy p nil study .. c� or additions to these plans ns which the Cry Engineer detemluts&are necessary for and desireable 11. All sewers and laterals shall be in place and shall have a final approval by the LWD inspector prior to paving. trade or profession. The engineer further agrees that the work performed flereiri condrions prevalent within tors.Site wasfnade by us,of under our direction on 12/04 and 12/10,200$ pM • One complete co of the Boils Report compiled from this stud with our recommendations has been for the proper completion of the improvements. 5. All trees, brush, grass, and other objectionable material shall be collected. piled or o#herwr+se shall be in accordance with the rites and regulations required by the Cray of tnpi copy po pr Y n r s for ,of tiros not to d one year from approval date ace 12. Frriai approval of laps b Distract Engineer i veld _ a _ od n exceed Y RPr , � submitted to the Office !tie Engineer. Furthermore,we have reviewed these Grady, Plans and t have W"esf red pPre p Y 9. . , p� Encinitas. The ern•+Weer agrees ilia#alit playa check cu review performed by fife a t9Ffi City ginaf+ more, n9 dis- sod of off the sits- the.Contractor so as to lead the areas ►gat bee ea g #}r Y t Boil Engineer or Geologist_ has been or will be retained to p° appearance rt of construction, If the th Ilmit is a ied to of consfruc on the develo r shelf re-submit .. We hereby car*the a Reg gl - C . to stn eonetru n. one a pit _prttu . i ti pe , r. , certify t t inthe original Soils Report,and all following 8ddendums as errti for the arced the n flit the rscom+nenda.lona i� i p , g . . Approval of location of debris of Encin+ s-rn-its capacity a prig ty Plans prep by fy g . . with a neat and finished the Soils free from and City debris pp n n v 1.An cha. uned to the plans shall supervise over cstvily advise of the compaction and stability of the site. , . • the plan check to tits O+stnot E glnearfor a uptlafed+rsviaw andeppro a y rages req phi i, upe �9rad . - r i not# a mina#aon b the City of Encinitas of the ter,.krnieat for this pro have been incorporated m the Grading Pieria and Specifications.fill shall fee secured from the Soils Engineer and City Engineer prior to the disposal of any be made at the Developer's expense and approved by the LwD District Engineer prior to the start of construction. engineer s deter y ity 1 such material. sufficiency or adequacy of he plans or design, and it therefore does not relieve i1 the engineer of responsibility for the plans or design of Improvements based EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC By Dom: /© . 265•cam( j thereon. The engineer agrees to Indemnify and hold harmless the City of Encinitas 10'925 Hartley Road, Suite "t" U g ail fy tY l�t1wU1+",�*k+ V,ll LT �,a>��aat- '� a�N�2$ and its officers, agents, and employees from property damage or bodliy Santee, California TENAJA CA, LLC injury arising solely from the negligent act, errors, or omissions of the engineer (619) 258-7901 Fax(619) 258-7902 P.O. Book 1880 SAN C?fl�fixLli FO WAT Ft DISTRICT LEUCADIA WAsT WATEI DISTRICT and his/her agents or employees acting within the course and scope of such Project No. 08-1147A3(2) (760) Bentonville Arkansas 72712 (760) 801-044fl ti. agency and employment and arising out of the work performed by the engineer. O REVIEWED BY: PUBLIC SEWER SYSTEM APPROVAL ;;�g PROVED BY: LWD DISTRICT ENGINEER By: (n- z6-e9 y PpF'cSSlp RESOURCE DEVELOPMENT CORPORATION fAAMADO S. DIALLO GE 2704 Date Q Nq Cl 2 to o� oQUS. � r - ^d� 2410 Stromberg Circle License Expires 12/31/09 @ r W N '` DATE 9� u i NAME DATE . Carlsbad, CA 9201b Approval Expires 2 Years After Date Signed W /@l � ` � AS��UI�Ti F}�_� � TE (760) 942-114#6 E-mail:ma : rdcrdc20t30.c om i2� No. GE 2704 ° Bh/lP STATUS Job No. JNO8*007 13�LI3 c.� Exp:ia•st-w% i ' E PLAHls lislt3 6i BUILDIIVO IDEPAR WENT PUBLIC WOIRKS DEPT PARKS 8 RECREATION DEPT tVIL STANDARD BRIAN DONALD, RCE 26175 Date to REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: By' ;� ��P License Expires 3/31A2B1&eeal�M BRIAN DONALD, RCE 28175 C5ate _ REVIEWED BY: License Expires 3/31/10 NAME DATE NAME DATE AME DATE INSPECTOR Data W .e.� DRAWING N©. Fk" DEPARTMENT LE RNCIIMAR#E ENGINEER + F Wt3RK APPROVALS CITY O EIdCENI� A IPd�ERINCa © Ar "�ENT REVIS1DNS APPROVED DATE RILFERENCE DATE M DE TIME SCALE Afi REVIEWED AND APPROVED BY. CITY OF ENCINITAS CONTROL POINT No. 1004 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRATING AND DRAINAGE PLAN FOR. 4$4W 0A r 4i 2.S" BRASS DISK SI=T IN DRAINAGE STRUCTURE : � 53-G ,t A ee. 1 rn UCADIA OAKS PARK tJAI BY: ,. ftY: -, �; E� _ . , ; ; . HORIZONTAL ABNTE CAIR( .00RN18faOF LE MA PET` .ft O A ROB ES �� � it 8 .; � i) . , ..: _✓ ,, T#•i€WEST S#DE OF RAIN1 REE DRIVE. DATE: t n � SIH MAHER C T L NAME DATE S IAN DONALD, 26175 - DATE: _l�g/ ZD DATE: Nt�Q,f>�l� 1521 NEPTUNE AVENUE, ENCINITAS VERTICAL AS NOTED ELEVATION: 67.64 DATUM: NAVD88 License Expires 3/31/2010 08-147 CDP SHEET 1 OF RESOURCE DEVELOPMENT CORPORATION JN08-0075 P/L - GUEST HOUSE 1-100 100- II"I HOUSE FLOOR, RV- k2/W R/16/ - NL TUNE AVENUE - _ GL i� - f._ . PROPI GRAVE 9 90 201 U rA SHOO**NOTE: W - - _ ,. - -. E E3�TTN RAtr Sk��rri�ag hta5 ca9 be"op"iIId for this site. if shar'i% it skrotl be rlui t1 lay 1 Pe Et iateerfltS tit - -- ' - P tIp a #vim: DEa 60 RBhl�•fF�t�L61'a.A� _ _ RE-PA ,E PAO $T-%G PLOWLINE - RCC 4RIVE�MAV TlrX RfW-L;�Ne k�V>;Tkr4""AC DAR b"-4L IIB� _... _ 70 - 70 Thaaxisift Sewerla#erfd shag be e�F vated•and expo at the p y[Iowat time 1"=10'HORtZONTAI �V� TIDAL BMP LANDSCAPE PLANTERS NOT TO BE REMOVED OR of construction. The exrs�g°krlseEt eleuaf{en,(i�.)sk�Ik4exr�6asuredTpnd �nd<tBln of MOCIPIPT3`WIT�IOUT A P RMIT FROM THE CITY OF ENCINITAS Uio axksUng#akarakfl seen prmpec�lifte°arid the sower main sha0-1 usit{ekadtll a P t�� 'F -1- a7� " tr6arnara•irNpal 1 kf tttar5tae 614hel ratistdhigk> alka+rela3 -77Aor INDICATES SITE RETAINING WALI-f3 W SAN DIEW AL STI I n the 7r h iS r d # k aPd taP r i*sertnge ll{e= gkancy IcISa'20 NOT PART OF BUILDING STRUCTURE UNLESS OTHERWI NOT -D I yeaPS fke�rwistR =fi t shill-be edin Ehe ssmalncatiion. 11'tk /ate k.IsreFf rtd; R , I 3 a now connection tofhe existingaawar main shall be made at tha same location as the I I existing sewer lateral. The crew lateral,if required,shall be 4"pvc with a minimum slope I i INDICATES RECORD BOUNDARY DATA PER PRELIMINARY TITLE REPORT I ( I of 2%from the main connection wye. The max€mum Le,of the new lateral shall be 77.0 (S74°36'15"W 120') BY CHICAGO TITLE Co.(ORDER No.78032876-P07)DATED AUGUST 17,2007 at the property litre. An inspection and verl ion of the existing Conditions is required South C o d Ci t P !r k N O� 6 (SEE TOPO SURVEY NOTES REGARDING PROPERTY BOUNDARY DATA i i I ^ I by a Leucadia Wastewater District Inspector at the time of construction. � a I 3 I I ArJ 1p NoJ 207'8 i •-'aE�IS�A� T1� I I` ' Jc�c4t PIDS No, 12002 WAGRVMT APN 2�'4- 030. 06 A I 3 C � -1 Lot 12 vo�p I . : UTUR IN ,B THRII I €XISTING HOUSE - 1537-13#9 NEPTUNE AVE + + I 264-030-14 I I - D1 � 94,3 ,7,b�v I A P ICJ I � I ALL �: �� � r © ., EXISTINGHOU5€ - 11540LORRAINEDRIVE -I- l � 'A a. i°: ;,. t��S'l U"° °� o , .tY✓ - .q sz.z w I i xsz , ,, �; kl , ,', i i i �� I ': I I: t Lot C`�J _ 1 i R0LS Al�, 1 J bw, C � STEEL TRAFFIC LID I .:. . ' , ,. , ;, •+ : - '� •98•.P.�r - I �I° rHirt': 32 !, r' Dr<nn-1?pe--210 8z^°$3 0�° 8s.sv°-94.a.bVt m Lot .T P --- E 1.2 ^ _i H.=.3 :,- Ire �' ° _ - . .. ° •0' i t- I :.� i mom , - - - - -- - - kl - - - - - - o _ 23 ,8„ s6 } ; r8 7,tw: $ ✓ n e r>�@ P TER-90.0 fg LANDSCAPE 40.0 f9.. ... n - 16' ® 12% 17) / x x It ��' Sft �3 ��� - i� q AFNS -0iJC� 1 1/2 NPT INDUSTRIAL ENAMELED v I I STEEL ELECTRICAL COUPLING --. I o i ai S R P _ , '.,. ,� .. .- .-... '\'�, q� .. (S74016'30'W 34'x) 11Y� I , I 1% - 740928' , BUIL TURE RETAINING WALL v opt ` `q:?) Exist Wall to'�e Replaced R'" - _.__ 5 136.77 `r q J. I PER T€BUILDING PERMIT# A i. r/`'�i 'S'4 with new RetalninglAw at P/L - _ by - -- 96 __14 ��0�' .---- 4"PV. v- o� ,-, IT _......_ .�S _" - ,F' .- - -- - MAIN LEVEL FRO ., R E AYG TE o / a I ,I_ 2"SCH80 PVC GATE VALVE I ; f �• ° 1 k• / I aE EXIST AC r©PLOWLI OCC bk1VEWA 90.75 FF 90.0 P I �t+f 16% \ a°' I v 2"DISCHARGE GROMMET' I r REPLACE NEW AC PV.MT _ --I t fi _ I A + I / „ n ` _ d 7 1,. r ( ! UILDIMG STRUCTURE RETAINING WALL I t .ae I ! I j�`O `i 2 ".._ .PER SEPARATE BUILDING PERMIT#09�005 ! - '" •off' "•"�' ELE.. 79. - ( ` - - •rr. ` :I•. - ._ -r'u E.. " ' `� 1 - -_...._ w .i' r.-`--- -. -- I I w �"ib/; E�I RfW LINE-4 AE/fi CI.IT!1A i_, l � I BASEMENT LV�E P SEE) ', SI©'ENCE- 1� NPTCASTIRON .. ......�_. i:, I i _._.- . ... E/Yv .. , i Iy BALL CHECK VALVE / I i , i, kC y.4 14�e - ; t Hof - - 81.5 FF 80.$-- --- - - - - -. .... - ^ `� // I 8t I l E - „ Aj 0 PUMP IN,Q_,R _N 1 "SCH40SS `. I . , ;. L { i BLDG ENVELOPE . . :-. . . . I a i I� ��i'•�MP - 2 � -'I � ,r � . ` `'` C >, ;� : - fI ' i AT MAIN LEVEL � a ..: r, : ,+ � t..... - . . y� Type: SUMP PUMP -2 Be E3a DISCHARGE PIPE ,.<,, - " NP GUEST HOUSE I - ^ y _ _-w LANDSCAPE' , DRAINAGE SUMP PUMP LA $CAPE - Model NO: LITTLE GIANT 5.5-ASP I , tL t ---� EE BMP NOTES AND DE L) a _ ( �24i'- ,�y "2h t �� Rating: 1,200 GPH 15'TDH m MOVE EXi3TINr �- sb - FF 95.$ PAID N z , A a'' a .,.1x g a� 6 DG PERMIT No. 09-1006 I > t r P, T4 PA TIQ. (° I `'� NEW WOOD FENC Elec: 115 VH 0-60 HZ 5 AMPS a I F ' : I _ °POD i. I . . °2 0 0° I �' HIGH MAX 24•, _ ... r �� d+ ,) PCC RAM f BTD(G ENLELLOPE _ _ - --- 1It I. . x A 30,E �� AFNI TOPP INDUSTRIES l' 167 rP -- - -- r . -, t �: -.,u ' . '! , ! ?: , - --.-_ , ', .- . : F I .- ., c. 3> • -• .� i. . I ` � ,,,�67 ti. ^--EXISTING AC PAVE PREFABRICATED FIBERGLASS UNI-RAIL LIFT STATION E£ '. f14JTT,: H �j R .89.0 P ENT Phone:800/354-4634 t" /t R, ;✓°: BY S N DIE6t7 TO W,ATiOt DT8 AT OW40 S i( A i - ---- - - - - - - - - -- - - - - - - " - . .71w .. . ____-- - - . B �r-- - ^- - ------ - --- - --- - - -°-- _ d SUMP PUMP & TANK � � =3:3'f2.3' P � V � -- , : ^-c • . 136.0 87:0 a:A +' i r ds'6YCD�in�pe PLANTER - �&�f <- _ _ _ (84.1 -r .-. e' .... r .-. - - .- �- .-. .T .� - ... �_. 11.-.../. .� - , - r �Ir -_ - i NO SCALE - - - -_ ` _ - - I PROTECT EXI TINE WATER METE NIP ° - ' 93.0 tw - 91.7 bw N70 3 15 20 . - t �- -- --�4----C}---"-- ff 91.7 - vane ._.._ ...- - " L , - 93.7 tw 91.7 w - �• y O Wt S 4' H=1.3' ri 2.0' ' �' 95.7 tw - 91.7 bw 96.3 tw - bw varies y shs I - 94.3 tw - 91.7 bw 96.3 tw - 91.7 bw s 96. tw - 94.3 bw b " v d, 88:8.1.- e6:3bw OUTLET DRAIN PIPE THRU �^"-\ ,ti, pp - M=4.T to 2.0' `� s -^ r ¢ i i #i---4:9' WALL O BLESORRIP- ' ` I H=2.T ," H°MM• H=4.7' H=2.0' x ' ST��MWATER RUNOFF BMP NOTES COMPAC II KE STONE WALL I I 3, :� AT PLANTER SURFACE / 96.3 iw - 96.q bw ,� w s WITHIN RMT BXi T BP I ' .� / EXISTI 6 RESIDENCE H=1.3' I I I H Varies-8"frt lli +I rk. 4 1 / 1) THE PERMANENT BEST MANAGEMENT PRACTICES PROPOSED FOR THIS �3 P ' t �, R2. d`+-+ �l APN 264-030-28 qh PROJECT ARE. {p,.i�� o �c++c:rs~�.a > l 1515 NEPTUNE AVENUE A. DRIVEWAY RUNOFF IS TO BE COLLECTED IN GRATE DRAINS IN FRONT OF / I f GARAGE DOORS AND PUMPED TO THE LANDSCAPE PLANTER AT THE = E` `' Lot 1-rte p i SOUTHWESTERLY CORNER. FLOW OVER LANDSCAPING GROUNDCOVER I �3 6°'s' �of0 - I �' � North L a IJ c a C)1 I j PRIOR TO RELEASE THROUGH THE PLANTER WALLS TO THE STREET I � I � � p� �y TA'��^ �! A 1 /! FRONTAGE ISREQUIR€D J I f 1'f+l"1 #. # E QRAINA E A✓� ip No, 62!r " B. ALL ROOF RUNOFF TO FLOW OVER LANDSICAPE ARM PRIOR TO COLD CTION I s I f IN THE ON-SITE LANDSCAPE DRAIN SYSTEM AND RELEASE THROUGH THE t I � _ z � � •rte c '` SCALE: ° = 1�' 810 o k 30 PLANTER WALLS TO THE STREET FRONTAGE. R/W c �wxrrs ----- 'TUNE AVENUE � - - � �,.._ try � 0-- 5 10 15 20 P/L cm A-4 y . 1 s1._ _. _ �,:.,r ✓� )r _.._. - -•- ti--..�' +•--HOUSE 8 5 EXISTING GRADE 71,0t( ATITLEIEEPORT PrL PIL LANOSCAr�E 0:5' - . -- --- - PLAN TER 1�9U .--....Ei4 a 0 HOUSE e.5' EX T t2'�cAtNLLr P,:• - .t5 -IN MASONRY RETAINIr WALL 8 7.1+." Zl Lt7CATI@N A fiHE PRESET ERSHIP DF TIC EASkMENT IS NOT PPR SDRSD C-3 a SET OUT IN THE TIT1 E REl?ORT. - x 0.5' -- +-0.5' S' a.�w-- ,3�_atw EXISTING • -E EXISTING GRADE - �'6.31w 2"PVC PIPES 5 total „7 x I , ,•; I- i LU THROUGH WALL AT 24"o.c. " , '„ f` �9.4..- - 4.3 w .- ' ' MASONRY RETAINING WALL - - - - - - - - - - - - - ` - - - - - - - - - I l- ----EXiST!NG RETAINING WAt-L MASONRY PYETAlN1NG WALL '" ,. - - - MASONRY RETAINING F-, Ql,, k A{''4. `= , .'• - - :,, PER SDRSD C-3 DRIVEWAY GRATE DRAIN PER SDRSD C-1 .. Ba• tw X2'7 2% in MASONRY RETAINING WALL WALL PER SDRSD C-3 j-1 1 r J _ PER SDRSD C-3 r �r I 8 �/ 9� -PER SDRSD C-3 RETAINING WALL F_ 91.0 BASEMENT RETAINING 86 3 tf 4U PROPERTY BOUNDARY DATA - THERE ARE SIGNIF T DIFFERENCE IN THE k�. NEW 4"Ac PvMT -- 1 C PROF tt I Y LINE 1 I A Isr1W1+1 HERE , E TOPOGRAPHIC SURVEY OVER 6"CL n BASE WALL PER SEPARATE AND THE RECORD DATA SHOWN HE TITLE REPORT PROVIDED TO THE DRIVEWAY GRADE BEYOND 2"P=CU E 6 . BLDG PERMIT#09-1005 U ENGINEER OF WORK(CHI ORDER No.78032876•P07,DATED AUGUST FROM SUMP TLET _ „. 17,2007). SEE NOTES ° THI TOPOGRAPHIC SURVEY FOR MORE INFORMATION. INTO COBBLES oRRIP- - L RAP AT PLANTER SURFACE THE ENGINEER OF IS NOT RESPONSIBLE FOR THE ACCURACY OF THE BOUNDARY Flo.264-76 DATA PRO\ " ON AND RECOMMENDS IN AGR MEII WITH THE SURVEYOR C fL THAT PROVIDED THE TOPOGRAHPIC SURVEY,THAT ARECORD OFSURVEYMAP BE - -� §g - B-B ��� � C-C -* ui PREPARED PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION TO RESOLVE THOSE NO SCALE SUMP PUMP&TANK NO SCALE NO SCALE NO SCALE DIFFERENCES. (SEE DETAIL) C "._..... ., a LU ENGINEER F W Rte U+tl G N0. REVISIONS APPROVED DATE REFERENCES DATE TOPOGRAPHIC SURREY DATA SCALE BENCh ARIf 0 O APPROVALS CITY OF ENC[NI7AS ENGI EEIRMW [� PA IMEIIT N EXISTING CONTOURS AND SPOT ELEVATION.$SHOWN CITY OF ENI kNITAS CONTROL POINT No. 1004 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO CAWING AND DRAINAGE PLAN FOR: uwm ;1~71- 2.5 RA+ ,[>I$!fi T IN tJRAkT1yYLE STRUCTURE ` A /+ ON THIS PLAtrI ARE BASED ) FIELD TOPOGRAPHIC BY. ttORi2£616TAL A$ OT ,D HEAR M€CO RNE#Ft I?F LEUCA{�1A RDAtfSi PARK ON � ' �� 0� � • � ��"�tr SURVEY PERFORMED BY SOUTHERN CALIFORIM - - CITY ENGiNC R" r 1 THIIE WEFT GIOI«OF RAWTREE DRIVE. DATE: 1 '� SURVEYS BETWEEN SEPTEMBER 4 AND 1,2007 VERTICAL AS NOTED BRIAN DONALD,RCE 26175 DATE: A DATE: Wwost 1521 NEPTVN-E AVENUE, ENCINITA S ELEVATION: 67.64 DATUM: NAVD88 License Expires 3/3112010 08-'147 CDP SHEET 2 OF , _ _ RESOURCE DEVELOPMENT CORPORATION JN08•007B PIL VEST HOUSE 100 -------- - ----- ._.. --_..- ------------- - ---- - - - --- -- - - - - ---- - -- - -- - - - -- - -- - - - --- - _.._. - 100 Aiisl ; HOIFSE - -- - --- - -- ---- -_ - -- R/Y✓ -NEPTUNE AVENUE B� -- ATI PROPOSED GRA{: 90 ---- __ __ -- --.-�_-- - - - - _ .. - - --- - - - -- -- -- - --' -- -- - - - - - - _ 90 _ - �: ST311t�T"ifitll &�^{Q4t���t9=' : _ ..- -..- .2a Jt<trE `I1r, 'tavt . . =rePP id-for*6" �. A,OrlAR Is,r"llf-44 it S ttl'l er+ari°I d L+f C' flletriRSJ Dept &AS O' LLE - 83 6. Pryor to w astrVe ttan RATEl3RAIN AC - - ----- 80 ttE PACE FRL8Tl lea FzL SAY TO, LINE V1ITH`4t'A(C OV •fr"t4.LT 9at'SE 70 - - -- ------- - - -- -- --- -. - ---- - --- - _ .__. ._.-- - -- -- - - - l IIft bi mat t� I� � / sn MODIFIED WITHOUT A PERMIT Ff M Ti} {r °t C i liTl Wf ir. The me#3(#q ln3tef l lore } klaU 000stad`',,SIA M itdilibn Of t116 Bang I�t�'ti76-PrOpsrty line and tho saW6r mam'shail tla euplWatatl bYa I tvaala6rti inapastlfan. Ifaikh6rtheat6va9rlr'aftholat6rl isto'higla,above i.e.=77.0,or I�kkT 81TE RETAINING,WAI E PsI k Q1 4�# 1 QTR j I tht n 9n:i v t xa° Swb t�rtl�rwitttaSelVleo'tifv µs B a$lov` MAR PAI�uT OF BUt NTfl 8T13kt> Tt2 l Cott EIS b tJl T2 1t8Ed T I y tt owitorawhol!dBmolpead ihths-serwi atlon iii en 6 repwood, Ro-w :� R), a veanno gm to ttla existing wiser main shall be lade 0ttllasatn to ton as the I i' ttrisg seWf r latarsl TkatiaWlateraL ifT (t11r i,stlall#is4"PUP i mIl1IHIIUn (tPe ii-C� IRK-OR EOUM 1S Y':faA7 P ? 1iMt R1 `IN14E P T I a1 b tisarrk7ln'aRnneotron e. Therha lmUm=u ;s4theR r t sf ltlfo7 :0: I (a74"39"1M1P/ 129') B111a?Ttfit€( 411 ♦ R;ll#1s t6< P fi} StTST 77,2407 n attfP6d7lis?p. An�gsPpCtlOnanduardloat tOnBFt taasxiptingO#tititlons=is'rd (SEE TOFU SU> VES NTB REG #DINO'fERPYt {�!DATA I by s Le4C+ ttia Vuast6water Digit irlspaotoe atlha timeof eanstiriet on. z t)'LI r7 :(7 `r� dPl � t�lJ I I I ; 20 '8 r --E ��r�AC��TRAaa�NT--��..1� JJ� 1L!n, I y PAVEMENT Black F i0% No! 1200 E E I 12 AWN ��� R0 Ga f •,,,,, s col.`€f EXI.'aYLN(7 f I�itrSE aaa'7 1530 TUNE AYE TLET` tNPtPP£TFIta11 � F , .3 1€9:7.4w ' APN 264-030-14 RA# />TPUtT14r.F3R'.3U`14"F/10E ; _#` _°. .._ EXISTINO HOUSE - 1154'3 LORRAINE DR.IYE. I � mh; .. u 90$tIN.. 1 6s '. xrrxl : x�2s = Er1�lt -+hY'. I, ti Iw .!, E txsl Rcr W It 90 1 Zvi of 5 ,t •• I e �.- 91 : 8 9 ,.7- I i ,i- = 7 C' C> t s i _ ROS No, 100 � �'' I )':`,,: "�, ` .., -._=. / _. :, rr ". ._ _ i-. H=3.3' STEEL TRAFFIC tail . ,.:.., . .:,, "< ,A,.. . `t '- '.------- _t . .. ?an u:.. ., .--- - yy.-� ,d.: ___ _ 4la ;,.. e.. • >-m'\ -;.. ; ,..,i it ,! ' rm ; .3. --:N -n, J ..: x ti '}^. T FLEV 81. 3, „ .w O t rnRPeA 4 Pw Ptpe / _ r ,.., .h . .. 2 : I . i P !y_ - 0 0 .: PLANTER 9 . f9 Ay 1 1/2 NPT INDUSTRIAL ENAMELED ,.., _ r +� w: .K:S 4 V _...____� _._ - - - ..:�..-.. S STEEL ELECTRICAL COUPLING " E .. ;fit,-,_ SEW < ,_.. ._._.. _ ....E..... Y rr+ Z i ; {5 SEW LA " ; `.< "� ' SS. l_�' - - Exis?WsU h 6e 3 (S °16'36"W 34' H C F 0 I 4C? x: _ wi#k new Ratoini na P/1� <' 87400,91281-W i .tSS. . '-; •. BUILDING STRUCTURE RETAINING WALL : O ,.; ,; ,'9? '_ 36 77' <� PER SEPARATE G - - iv <+s' BUILDING PERMIT _ y. a, ,: .: f f I R$EPARA'- - # I ,.:M,D ., . ,:; RAT cv, / ,,.. ,y, . . `::..�.... i. .. > :: '1�SS .... _::.. � .. � ....:. '\ (t �- 2"SCH80 PVC GATE VALVE ..,' I ' `e. , :i...,:... it 6 AN LEVEL ,/ o e ' Q { ` REMOVE EX-TST AC TO FLOWLINE, � d' 2 DISCHARGE GROMMET ter` i .. s ..F_ i 075 O P -: ate �, REPLACE WI NEW AC PVuY1T I � �` �. 1fa% _ I _... , 42. RUCTURE RETAINING WALL E/ V: r TO R/W LINE AC/b"all BASE E M. et E L-V 79.2 /- /PER SEPARATE BUILDING PERMIT#09•f906 1}' NPT CAST IRON , .. ,?<` .: ..;, . . °,. :° -,yi-; .e ^+. . ... .. . .... . .. ................ .. . . _ .... [? v I '. BALL CHECK VALVE ;i 4 _ " t ` 3. i' B�A. ANT (.EV' (," ....... _ q I ( E E i; ECE /.. I ... ....... .. ..... .. ...._"-_.. a_ i 1 ,A .I! n:\ , U` T HOUSE f `+% X3. 5 F BO. -Pi t ENV a ; : :....c: . b NVELOP£ I .....�.... G N" . , y PUMP,tNF,ORaIIATION 1 scH 4o ss BL©G E . .. . _ t i . :'.., ',. : AT MAIN LEV€L .... .. : . - _. ® J PAD LA SEAPE DISCHARGE PIPE i� , ° .. ,.... .. ..- . :. ._ Type: SLID PU4AP 2 ea '; 1 : . BLDG PERMIT N= 006 % 2% it G I o. 091 �-- i i Q ,: Nil I ) � DRAINAGE SUMP PUMP i Model NL). LITTLE GIANT 5.5 ASP " 1#.. ..LNDSGAPE `. 1 .. -:,' . ,: - _. ,: ., I. EE BMP NOTES AND DETAIL) .-_ _.............. ... ........._... ..,; - :° - ' i .» _ - `:: Rating: 1,200 GPH 15'TD m : R MOVE EXiSTIN6 I I ' 9 - - - Motor: 1/4 HIP Ab Elect: 115 V 50- HZ 5 AMPS „ - 1"1e ?� i NEW o HEN M 60 s PCC-ROY P: F EW W OD FE o•� .. " .....i r ,: ;. 5 .. ., 6 HIG MAX . . ........ �.. .. 3 _ -..' : .LDfr Ehsi?FI=LQPE -T � " - v .' .,.. - r , _ -gyp^. .,..:. . DPP INF2U5 E5 p : I .� �1 PREFABRICATED IGRT FIBERGLASS UNI RAI I STATION x..:. ., L _ , REFA8f3 ED F E12$!. !.LIFT , ,. . .. . {r. .. . N �9 --Exists _.,.. .. .- .... ...- ., - :. .: .... � ,9 N6 AE PAVEMENT-�-. Fhone.BeO✓3fi4-0534 1 : 6P- DUA-,. , 3 er'Id. $... , �..:. , .` ,. ,.Y .:; ,. ....:.._ "... : ,. ..:< :.:. ..: , ,., �h '..� � : -:.. � - .,i `- a. I 'd BY SAN DtCfiok?Ti0WATER=D AT DWNEII SEX L _-. .I ...� _9 p8.7 t# $ . Ilw .i d,u," a,a _ ._. I t � _ - - SUMP PUMP & TALK _ -, <,rI - -.-.- ... 11 3.3 (2.3 Exposet4 E ,. ., , - ... .,,.,: .'� . �-' <---• r;-=` -` -:,..� -- a--- a--- t--- -- <--- •3 �Z _, _____ ______ __ ______ _____ ___ _ ____ ___ PLANTER/ bt . .: .. _ _ .. NO SCALE 54.1 f! - - , - - - - - - - PROTEGTEXATI:6WAT54MaETERrMP.LAfa_E r 87. tW ,,..._. 91.7tw ; 98atw 5E 2 +. .... ' . . Y.. _._. ..c...: ..'..,..,....... :..........: }... .. . ;.. -. x.. .;. .............->.__. ._. r !.'."r h -. .8 .0 tw _ - ... _s l... .... .. . ,..t (... .... . .... ....... ........... ... I I , $$.3 fiM 95.7 tw 91.7 bw 96.3 tw - bw varies - �. H- H=4.T H 4.7to 2.0 .. .. ... ......... ............ .. .._. �. i `ts�X 96 ,hw 94.3 ttv 91.7 bw 96.3 tw - 97.7 bw 9 S T • R IUIFF,6AP IIIQTS E:xTT}IS RI..,>xDr vEI H-1.3 t G , j 1) THE PERMANENT BEST MANAGEN{T PRACTICES PROPOSED FOR THIS PROJECT ARE: A J�1254-030-28 A. DRIVEWAY RUNOFF IS T(38E GOl 4E fE[)11J I rk1E kA} 1 f4f11 QF f ( ' P 1515 NF")NE)N AVENUE GARAGE DOORS AND PUMPED TO TKE LANDSCAPE PLANTER Xr THE a A L() 4 SOUTHWESTERLY CORNER, FU?IV OVER LANCttt3AfalNC+�ROUNDCOVERt o PiltaR TO RELEASE THROUGH THE PLANTER WALLS TO THE S P#kEET H Nor 11 L S!J Li L!1I i I p FROMM IS REQUIRED: y a �� , " � -F' "'. � F' % I }\j � it f B. ALL ROOF IRUNGFF TO FLOW OVER LANDSCAPE AREAS PRIOR TOCGLUECTION j I 1$!7 �!FJ" c)2-� IN THE ON41TE LANDSCAPE DRAIN SYSTEM AND RELEASE THROUGH THE I SA41=: 1"= 10' Black I l PLANTER WALLS TO THE STREET FRf)tITAQE. RFN � �-0 , r NEPTUNE AVE�7llE---r 0 5 'f(1 1'�v 2.0 P/L 15' r-- - `� 1 ESIISTIN.ka QfRAFa£ •-H®tlSE 8.5' THERE PIL L LANDSCAPE EC w PLANTER : Rf'A#NJNR71lLALL47-- , EXISTING T LATIAN ID`T# PRESENT OINFItp QF TNP EASItET iS N(3 ryER - �{D�.3 - . . I-x-0.6' - 0,5' $€T OUT IN THE TIl'L€REPORT. - EXII•STING °BADE FJtISTING TRADE ?°`PVC PFPES(+.ltgtel) _ -`''{ THROUGH WALL AT 24"o.c. $" 5_&,f3 `Q.2`:PtPE+t -- - - - - ,- -- - -- -- 94.3 Aer - -- -- A : r ,. MASONRY RETAINING WALL T1IH` ttL «-. MA94lNRY R1gTi4tNINt3WAUL - ` ' MASONRY RETAINING ff4 PE�3rD C-3 PER DRw�YI ,• RETAINING WALL Ov T , : - -- - DRIVEWAY GRATE DRAIN B G-1 92.5 tw 296 min PER SDRSD C3 ALL PER SDRSD C-3 ,} 92.7 tw MASONRY RETAIN W _ I 8' • ¢ ' MASONRY RETAINING WALL -.- - RROPEI3TY SOUND tRY DATA - THERE ARE SICvNIFICANT DIFFERENCES IN THE 4�- NEW 4'AC PVM7 -�I 'p r -PER SDRSD C-3 7, 91-Off BASEMENT RETAINING 86.3 if LI1-FF PROf4G T�'LINE DAT1t hl(3 If1 HEREON BASED ON THE TOPOGRAPHIC SURVEY OVER 6"CL II BASE _ C /ly 81 , '; - WALL PER SEPARATE O AND THE RECORD DATA SHOWN ON THE TITLE REPORT PROVIDED TO THE DRIVEWAY GRADE BEYOND 2"PRESSURE PVC so. i, kC BLDG PERMIT#09-1005 U ENGINEER OF WORK CHICAGO TITLE Co.ORDER No.78032ff76-P07,DATED AUGUST FROM SUMP TANK OUTLET BtR1AN ( + ONTO COBBLES OR RIP- - 17,2907. SEE NOTES ON THE TOPOGRAPHIC SURVEY FOR MORE INFORMATION. � ' pOgLp fc+ THE ENGINEER OF WE tI(19 NOT RESPONSIBLE -OR THE AECURACY OF THE BOUNDARY RAP AT PLANTER SURFACE ': N0. 26176 DATA PROVIDED H EON AND RECOMMENDS IN AGREEMENT WITH THE SURVEYOR 7 Ct=I/tL THAT PROVIDED T14ETO POGRAHPICSURVEY,THATARECGRDGF$tl� MAP BE �z�.� /,-� f�flfes�ieatei y �� � �� J rT, N C SECTION I�-I NO SGAAIrE SUMP PUMP&TANK std` ; x PREPARED PRIOR TO FINAL DESIGN AidDiDR CONSTRUCTION TO RESbLVE THOSE w DIFFERENCES. (SEE RETAIL) @ NA SCALE NO SCALE CAL1 p NO SCALE z C'3 z w . AT- `NC"S DATE ' REVISIONS APPROVED DATE TOPOGRAPHIC SURVEY DATA SCALE BENCH RRK ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS UILT•REPLAC€$SHEET 2 ` . EXISTING CONTOURS AND SPOT ELEVATIONS SHOWN CITY OF ENCINITAS CONTROL POINT No. 1004 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND DRAINAGE PLAN FOR: ON THIS PLAN ARE BASED ON A FIELD TOPOGRAPHIC 2.5"BRASS DISK SET IN DRAINAGE STRUCTURE SURVEY PERFORMED BY SOUTHERN CALIFORNIA HORIZONTAL AS NOTED NEAR NE CORNER OF LEUCADIA OAKS PARK ON f' - BY: BY: �P'�'U�. �a 'f" ��" .l.�U 10153-G SURVEYS BETWEEN SEPTEMBER 4 AND 11,2007 THE WEST SIDE OF RAINTREE DRIVE. DATE: R CITY ENGINEER o VERTICAL AS NOTED BRIAN DONALD, RCE 26175 r DATE: DATE: 1521 NEPTUNE AVENUE, ENCINITAS N ELEVATION: 67.64 DATUM:NAVD88 License Expires 3/3112012 08-147 CDP SHEET 2A OF 4 m RESOURCE DEVELOPMENT CORPORATION JNOB-007B 1. In Case'Sit Sncyrwwaf is-l t$ ,Contact Joann=*0 rrtt 5 {lam)1014141,11 htt a dSy, SCALE:r 0. . _. 10 30 30 -s0 2. ftlipmantand workerstr; a ' r f4 1 a#times,duft the rainy sr 104"16), AlPirwaft _ on site ate att► r�to'f rapia� rl�t►�il�tf ., .r �tt `' v�h�r1 trot is hunt /mint. 3. Devioesshown approval ofthe n fie I` Inspector, GRAVEL BAG INLET PROTECTION �� {J 100 BAGS 4. Thaorrt�o�sbalfr�tore at eresisat � "te wtslting Erfder to the satisfaction of `c`�•-' the City Engineer, meter etch ruin Wtproduak g rainfall.. CONSTRUCTION ENTRANCE DETAIL,THIS SHEET �,�. ,,r�� 1 EA 5. The conlialptoir # i1,it I,a; st n llneastaes as t y 4e -bytlte City Eno eer rJtretoll incsnlpl arm; The{.rontraetet' H:ba , :. d'shail a pt' W!"ov Pu ie t era-areas- hon 1m;iou0dWV40rs,00a00o.0 f ar4ous ccondiitiora I ) I I � l ltO 7. } t I � ) I & Gitardedareas,;aroWnd rite proJecl per*aker rrawitt d away from lire face of slepe at the conclusion of each work day. 9. An retnavabtepraterdiveartis'sltsh !£beifl5plaattita'=end ct# 'wtftltlpg=dayv, n II i t#tefive O day'ratn pr�I# f�st� r�+,perrt( . wand other debris r S CONSTRUCTION .. . shall be removed after each rainfall, j ' ' ENTRANCE 1' j 10. Should germination bytt s ded slow fail to trevW, off i Ctt of g100d,1111opes 1j fl I - l C, (90%caverage)prior to•November 15,theakipeashollAteetabilized'wit parched straw installed . . _ .; SANDl t)AAM ( 1. All slopes shall be planted and irrigated in accordance with plans approved by the city Engineer. in accordance with Sedon 355:023 of the Erosion Sediment Control Handbook of the State of l ; (TYP-ALL INLET � � Plans snail conform to the City of Encinitas Grading Ordinance and all adopted LandrApe and California Department of Conservation. _ -- Irrigation Standards. _ 2. Finis Grading and Planting shaft be accornplished on an stops prior to October 1 or immediately upon completion of any slopes graded between October 1 and April 15. �-----��- i � ,; � i i '•, �` `t � 1 Ii 3. if pads are left vacant for a period of three months, or at the disCt'etion of the Oily Engineer, 1) Hydrose-edilg shall be applied to all slopes that are graded-6:1 (Hod ltat to V/etfical)or steeper I j / entire pad shell be hydroseeded. when they are: 1. Three feet or more in height in fill areas. 2. Etve#set,or rlaEtre inl}elght in eft s, is tatkt` ect tiff croon due to the erosion wistant character of the by the C lginlser. 2) krigatoli st i' i inp mrxfs� of k at a lnt lavetfor t Wl,eF"4he hydrosseed mid: Mama .a 3) HydrEtseeditig tgid snarl consist of all of the'feilowingc Retative tRtJrltlil } rl ActiVities orrt !Maser incur CJa-site OAnstrucNon at StOra 1. Seed mid shall consist o#Frio'I S than: Minimum% PuritylGerm tiC11 ContntstorsMSihestabitsb-and use an adequately sized-wricrete washout area to Storedm0ast&ls"strg9 aestatnad in a secure.place to prevent seepage and a. 2.0 Iles.per acre of ART-75M, A CALIFORNICA 05/60 contain washout wastes on site, it is Illegal to weak concrete,slurry, spillage. Cott r shall$time t#tasa products where fl y wilt stay our trF the b. 2,0 lbs. per acre of CAIvn ON,IA GHEIRANTR FOLIA 900 mortar,stucco,plaster and the like Into the sterrmwater rwnveyanae system rain. Contrasts smell providaseaondm aor inment for alltual cored on-site. e. 4.0 Ilia r acre of ENCELiA CALIFORNICA 40/60 or any recolving water.Contractor shag post a sign designating the washouuecalfon. per Eliminate or reduoa'poUutirtn•of$kormwater#ram stockpiles kept.on-site.Stockpiles d. 4,0 tits per sera of 1 (1NtJft1`l'AS fiGULATUM Construotlen Eta Access may itekzds call,*4411 materials,arpima8aon areta,aggregate base,ac.Stackpilaii a. 3,0 Its per acre of ESCHSCHOL21A CALIFORl11CA 98/80 A stabilized construction site access shall be ixovidedfcr vehicles egress and shall belocated away fbtm ooncwnl aced storm waterflows and storm drainirileta. f. 12.0 Ibs. per acre of FESTUCA Ri RA MOLATE' 95/80 ingress to prevent tracking dirt Gaff site.This snap include using material Stotilrpiies Owl be cwverad er protected with sal stabilization measures and g. 1.0 tbs. per acre of LAYIA PLATYGLOSSA 60160 such as gravel and/or corregated steel panels/plates. provided with a temporary sediment barrier around the perimeter at all times. h. 6.0 IN. per acre of LOT1 S ARIUS 90/80 Co tstruonon Vahic[as Training i. 4.0 nos. per acre A4ELIGA IbIP FECTA 80160 A specific area away fromguiters and stommdrainshall be-designatad for construction ordrt 's amlpia�aroho p dorm construction in the City of Ensures shall p vehicles parking,vehicle refuslktg and routine equipment maintenance. All major be>trained to be of tutee storm water poludion control j. 3.0 Ibs per acre of PriMULUS AURANTIACUS PU- ICEUS 02160 repairs shall be made off-site. requirements. ThesoBliflonow shaitbeaysilabieeto everyone working on site. k. 3.0 tbs. per acre ofPHADELIA CAMP MWULARIA 58/75 X r The prWarlyas$)and8epnmeaantrax must Inform sub•contrsatersabout Erosiontrol storm water require rents and their own responsibilities. I. 3,0 II?s. per acre of RHUS Il`tTEQ1 IFQLIA Erosion control must be provided4orallemasiva-our fasas.Skrpedsudasas apaaiatlh/. m. 2,0 tbs. per acraof 8ALV4A'ML1II-ERA 70150 / NOTE: shall be.pmteettadagainatemsionby installing erosion-[esistarmsumfecessuah as Wa.-e n. 8.0 Ibs. per acre t1ULPtA MICROSTACHYS 90/80 ::. .., / CONSTRUCT SEDIMENT BARRIER AND erosist contrelmats,adequate ground cover vegetation,and banded fiber matrix. n e Dumping for unused or wasW of d8 waste and round, p CHANN€L RUNOFF TO SEDIMENT TRAPPING DEVICE construction materials. °u i unused or waste products on time ground, where wad can em rota the sys is stn mbmve 1 112"CRASHED ROCK No excavation an grading,activities are allowed et weather. them rxarwe tam. . r r. T m h- tr may d radr ao' 'i during w Diversion dikes shall be comAr*xtadto channel runoff around#a construct silo. sh se ijIsoo a ahae to disort4 n into storm water aDUMP ikes N 2: Type 1 rsulC#lappnad artist raof no lasslttan 2;000 tbs per ace ype 6 4IlC (s aw) ay . 'z.. . .,., ,... . . ' •. .:. , .,.... . ,.. . shall be-prlatrord�l dumfystsrs to rite natural store runoff. Dump When straw IS u d It must .. ..:. • •: , :., .• . : ,�. . ' Contraatgr snail protect channels against erasion usingpermanent and temporary be substituted;all or part,for hydraulically appidrrer material. se , D ..,..,.: snag be oheakod frertusntly far leaks. Dump$ter lids chill remain closed at all erosion control rreasur®s. be era bored°to the stop by inac118nlcally ptlrlehing no Tess than 50%of th# straw into the SDII. : '. : ,' .:.: .._ 1.1'MIN. UNLESS OTHERWISE limas. btamp rs widmmlt tits shalfhaldsrertbwittrin structures with impervious SPECIFIED BY A SOILS ENGINE roofing covered tarps in order to a rain contact with any trash material. . '` ILTER FABRIC ON fin or ORIGINAL GRADE Remove existing vegetation only when absolutely neceseary. Large shag v of 'morgum. ho t hate sutler iS-20 wfth 15/o$U Ili attfte _ be constructed in phases to avoid un neaesssry removal-of the natural ground cover. , 3. FerfiltierfnsiStng am p sp . Iplt apptGad SECTION tat A Da l l shrubs Many mddias,imckalktgsolvsmis,erater basedpaints,varriela flwida, rate of 500 tbs, per acre. >' _ not remove race or ru um race p sass erosrom. brokebait"amdt rats,wood,and cleared vagatepon San ba racyslad.Non- recyclable$earl •the help•dear ' Temporary vegetation must be planted an slopes or whore censtnfation is not maxis mustba taken to an appropriate landfill or disposed of as 4) Areas to be hydroseeded snail be prepared prior to hydroseeding by, 0'MIN. I hazardous waste. For information on disposal of hazardous material,cam #is U • immediately planned for erosion control purposes. Erasion e#mrll be prevented by Hazardous Waste Hotline tall free at(800)7141195. For information on landfills 1. Roughening the surface to be planted+by any Or a combination o#: 19'RADIUS MIN, planting fast-growing annual and perennial grasses to shield and bind the sail. and to order dumpsters call EDCO at(760)436-4151. ~ a Track wanting Slopes steeper than 6:1. Plant permanent vegetation as soon as possible once excavation and grading Pollutants shag be kept off exposed surfaces. Piece mash cans and recyflng b. Flipping areas that will net'break up Using item '.a" above. activities are complete. receptacles around the site. 2. Conditioning the sails so the#it is suitable for planting by: water usage for dust control shall be minimized. Portable taBaLS must be in good worlerig orderandcheaked frequently for leaks. a. Adjusting the surface son moistly to,provide a damp by not saturated seed tied, Contractor shailpnmvide seoandaryrmrdaktment and lecas;portabie Miles away tit b. The addition of soil emendf riots ph adjuSttnent, leaching or Gov saline soils to from stomchain inlets and pervious surfaces. provide viable conditions for growth. * � _ � � All construction debris shall be kept away from the street,guar,and storm drain. NO SCALE Contractor must routinely cheek and clean up material that may have traveled 5) Hydr lrs:8fatlEletthatntaif# te>prttvld6 a.tr gr�'1s3tit@, ls'pertnaanf!ntiy away from construction site. O landscaped er,for arosis,where:ItydfE r3 in is i larfafet# t t Lthepr rd is to Completed and all security released, 10 `j R1=Vl�li Ai3VED DATE _ DATE �l(6NCHkC ��i Ap'PfTV f`4t� DRAWING . _ � ._: . �3 PARE UI?lyRViRtO OF RECOMMENDED : PLANS P I,INDE#q S tMENC.tEED AR�fvPt . _ ., _. CITY OF ENCrNITAS CONTROL POINT No. 1EdC4 ���v�5'#�� {�i ��Q�.. PLAN FOR 25"BRASS DISK SET IN DRAINAGE STRUCTURE ,� �} r HORIZONTAL AS NOTED NEAR NE CORNER OF LEUCADIA OAKS PARK ON BY: _z'_ 7-0 BY: v � NEPTUNE � 4�� �� � V I U� ��'43 THE WEST SIDE OF RAINTREE DRIVE. DATE: L 3 CITY ENGINEER VERTICAL A5 NOTED BRIAN r N`` I, 1 E�,1 � DATE: < <��� 0 DATE: //f1$�� 1 21 NEPTUNE AVENUE, � ITTr� ELEVATION: 67.64 DATUM: NAVDN License Expires 3/31/2010 08-147 CDP SHEET 3 OF fAt' _ RESOURCE DEVELOPMENT CORPORATION JN08-007B it EXI5TNG STRUCTURE ON TEMPO ,4Y 6HORNG N1T I T SPACES S'- !" O.G. _ ADJACENT PROPERTY "` EXISTING Fi GRADE II LI �A �z: �� THE_------ _ 1. WHERE NO T TION DETAILS NO ANY PART OF i LAGGING THE DETAILS USED 514ALL BE Tl I A OTHER LA PROVIDED TWAT !: NO CONSTRUCTION CTl�1 E�UIF�MENT, STAGING I�AT�1<+�.5 c lAY1' W1GL A PORTION E�THE SOUTH t tA�.F OF MYRTLE STREET (VACATED), Lu Icy' L ! ALLOWED BEHIND SHORING WALL WITHIN is l (DEPTH TO OFFSET) SLOPE, ACCORDING TO MAP No. 524., RECORDED APf4L 6, 1888, TOGETHER WITH A i PLAN PRIOR APPROVAL 15 OBTAINED FROM THE ENGINEER. LOT 13 AND A PORTION OF LOT 141N BLOCK F OF MAP No, 2078, 2 I RECORDED NOVEMBER 21, 1927 U - i 2. THE DESIGN 15 BASED ON THE 2001 GAL IA BUILDING CODE AND THE STATE OF „ I;z CALIFORNIA TRENCHING 4 SHORING MANUAL, JANUARY PAGES 10-1 TO 10-42 GAL APN 254-03fl-29 G?8-147 CDP F MIND SURCHARGE OF 215 �. _ >a IYt i SHORING DESIGN GUIDE 15 USED AS A FMSOURCE REFERENCE.� :N ..•. PSF HAS BEEN USED IN TWIS DE TO ACCOUNT FOIR N TRAFFIC LOADiNCs. DRILL U' ':.,._ _ .. _ EQUIPMENT CRANES, STOCKPILING ETC SHALL BE SET BACK A MINIMUM OF TEN FEET FROM e M, •°� ___,__..,:.. .wpm. : �- .__� .T ,._z;:. ��� I � THE BACK Or 1NC� �I YIP. I __,. ACa'x 1 I "F° CONCRETE j EMBEDMENT P t q EMBE PER ELEVATION SCWEOULE GG #TO FOR I ICI ITT A T ST TU tL EL TEMPORARY SHORING ARE PAIN' C2` THE h"fET- C NOTES - C TWE T Q OF THE BUILDING. IT 16 GENERALLY UNDER16TOW TWAT THE BUILDING FOUNDATCN AND J STRUCTURAL SYSTEM, WWEN N PLACE, T T TAI EARTH AND ­NNII, i r BOTTOM C SURCHARGE LOADS IN ADDITION TO A-I. OT IO BUILDING LOADSA FOOTING PRESCRIBED BY THE BUILDING CODE, i a 3 .__ __.__ « ..__,_.. . ._. _ , _ ._.. _.._ � , SOILS ©T'ECH BY: EAST COUNTY SOIL TATk% E S Y 3 Lu low$ HAIRTI.Ey AD. Swig 014 w� fa v ` 3€ I I ...w.<-.,..-..._„<-.._"'___......... ..........._.,....w....._.._.•.._.....,,...,..e..<,.,e._, &MTEEv GA FM PORT fig..2 S' T DA T: ir "r+MBwI+c F ! 1 ., REPORT NUMBER. 00 fl4'IA3(2) MR NoTa 3LDIER SAM ACTIVE PRESSURE: 35 Fa 300 - PER PLAN PASSIVE SSURE F CF LE RON. _ , , gg : w 1. 6T TU STEEL SHALL COMPLY WITH ASTM A512 (FY- 0) NOTED AS S. - a W _. _ Q 'f ,'6--._.,..., � <., ~•, �,� __. ._. _,. m :_ � .-.-�"� e ,v'° � „�` '. 2. MATERIALS AND ANSWIP ' L COMPLY WITH AISC " 1FICATION t3E ' _. FABRICATION AND ERECTION Of &Tf"n^AL STEEL FOR BUILDINC °i," Lu �_ = !j J ' 1. CONCRETE E SW ALL GO TO THE " NT�S O CONCRETE (ACI 315) AND THE "SPECIFICAT00 FOR &TRUICTURAL C04CWTE FOR BUIL " (ACI 301), CONCRIETE rs� 1 I LATEST APPROVED EDITI€ N$ KITH MODFICATIONS AS NOTED IN THEE DRANNGS AND FLC SPECIFICATIONS. T � �� � � , ,', _ CAISSON PER SCWED. 2. CONTINUOUS INSPECTION BY A RE6, 16TERliD 05ft TY INSPECTOR 16 REQUIREP FOR ALL I ,z- 4' a' if c = PER NOTES) CONCRETE WORK OF c 30M ft OR GREATER (NOT RIEMIRED " LE ). " WON _ 3. CONCRETE S TWS; THE C01ORM $', NGTHS 5HOWN IN T1;+1E FOLLCNINS TABLE Aft MINIMUM COMFIWSSI-14 OTOWU AT 20 DAYS, T'WE AGGREOATES SHOWN AM T14E MAXIMUM TYPICAL TILEYER CTION 51ZE (INCA) AND THE SLUMP ' , N 18 THE MAXIMUM (INCHES). SOLDIER BEA°�4 ITEM OF CO------------------------------------------------------------STI TION $ T H E UMP 96 1I1 Q iE1 SCHEDULE WOOD L ING A. CAI' 2 i1 1 4 PER DETAIL - _ ,Z17 — — it .L LUMBER 5WA1 L D , AID PtRJL (NORTH) OR -FIR 1 TREATED, k __. AND SHALL BE . EMBED�T RETAINED E IMF A „x _. I 1 -- 1 - - -- %-- t - F` ELEVATION „ , i( t 3112 LAGGING R — PER _- __ _ — SCHEDULE 1. SOLDIER T ' TOC __ _____ ` I.I LAY-OUT AND TILL THE HOLE D1 TER AND DEPTH INDICA SI D I 1.2 PLACE THE SOLDIER BE APPROXIMATELY IN THE ER CX T14E HOLE 11 i I i Ii�p'+ 1.3 PLACE A MINIM 'I OF 2, PSI CONCRETE THE TTOM OF THE E TO TWE CONCRETE a 1' i ;' I ,. } .1 (' BOTTOM C THE F3ROPOSED EXCAVATION. FAR I 1 1 1 I I � ' SOLDIER BEAM 1.4 PLACE LEAN CONCRETE 0 SACK MIX) THE BOTTOM OF THE ED k 6 t SCHEDULE I I TEMPORARY `1,• EXCAVATION TO EXISTING E. CONSTRUCTION PER PLAN 1 , I m ti I I SLOPE — 2. LAGGING PLACEMENT: r 2.1 INSTALL LAGGING AND BA�ILL IN 5' MAXIMUM ENTS. I 2.2 PRIOR TO �C�A'1{I TWE NEXT INCREMENT OF CUT, THE LAC MUST 1?3E ` = CONCRETE COMPLETELY STALLED BETWEEN THE CUT SOIL Z WOOD LAC<", I BY COMPACTING SAND BEHIND THE LAGGING. ~+ 2.3 GAPS BE LA6aNrA NOT TO EXCEED 1 1/2" MAXIMUM, PACK WITH WAY OR ST 3. EXCrAVAT1C N N IITORWG: tea, TYPf AL 1�,4 1� PET,AIL 3.1 THE TOPS e TWE SOLDIER 11 Al $ ILD 11 SURVEYED PRIOR TO EXCACVATION AND TWAT THE TOP$ OF THE SOLDIER SEAM SHOULD BE SURVEYED ON A WEEKLY IS UNTIL TWE FOUNDATION 16 COMPLETE. THE SURVEYED SOLDIER DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 50 FEET ON-CENTER. S NCI NE IF ANY TIP DISPLACEMENT 1U2". IL � Y ARM PT e ` : V Tt ' BEAM MASK SOLDIER 'CHIT L T I EMBED. L ` 3 W LENGWT14 CAISSON p EMBEDMENT SIDE ( FT. ) ( FT. ) ( FT. ) l N. ELEVATION Na W18 2� 50' S.5' 13'- " 24" $5.0' : TO" N2 TI* NT 10.5' 5.5' 26'-0" 24" "19,5' 1- i $.0' Sr: ' 131-611 24" 55,0' � 1�l G.J Liu S MEET z BENCHMARK NI O)= A AR " DRAWING R C� APPROVED DATE 1 � � DATE AIDE R � � '�; ; CITY � �� �R�� 7 OF ENGINITAS CONTROL P094T No. 1,404 PLANS PREPARED UNDER RECOMMENDED A SHOO G PLAN FOR - CITY ",Mons 3- . : " ._�, 1 S� rr ., 2.s°BRASS DISK SET IN DRAINAGE STATURE SUPERVISION OP: { /� +� �s RA1I10AiD W. FLORES 8Y: /f� ' NEPTUNE ^�^ g �+{�g�� y I V 1e7°l HORIZONTAL AS NETTED NEAR NE CORNER OF LEUCADIA OAKS PARK ON =�. �6 = BY< NOR 1 BEACH V V ®+ "" THE WEST SIDE OF RAINTREE DRIVE. MASIH MAHER (-61K PETER COTA ES DATE: a.€3.tn �,��91RD r DATE: DATE: , VERTICAL AS NOTED 9 1521 NEPTUNE AVENUE, TA. ELEVATION: 67.64 DATUM: hIAVD88 AA"AaA,�F GA1�t���A 147 CDP $I-I °I' 4 OF 4