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2002-7652 G (Plans) GENERAL NOTES WORK TO BE DONE GRADING FLAN The Grading consists of the fbilowing Work to be Done according to th pl ans, the 1. All work shah be done In accordance with these plans, the Standard Specifications for Publk _ _ _ ._ __- - -- Works Construction, the Design and Construction Standards of the City of Encinitas, and the current City of Encinitas Engineering Department Standard Specifications, the San Diego San Diego Area d Drawings. 14'11 or r therefrom shall be NOTIFICATIONS LEGAL DESCRIPTION ENVIRONMENTAL DATA by the City Enginem prior to any request for inspectim . Area Regional Standard Drawings, and the Standard Specifications for Public Works GonstnJCtion Grading 1. The odsbenoe and location of underground utility pipes and H fU shown on these plans A PORTION OF THE SOUTH OF SECTION 33, i? SOUTH, RANGE 4 WEST, IN THE CITY i. Existing Natural Slope On -Site = 3.596 9 shall consist of the construction of an cuts and fl its shown on these plans and 2. The Soils Report aiffiled TRE34INARY GEO I ;CHNICAL DdVESTIGATION - Proposed 5 Lot were obtained by a search of available records. To the best of our WvMedge there are no OF DO WAS, CUM OF SAN DIEGO, STATE OF CALFMI A. 2. MiDdmum Vertical Depth of Cut = 2 Feet (Borrow Area for Detention Berms) outlined in the earthwork specifications. AN grading details shall be in accordance with Subcivlsion for 4 Single Fenny Residence prepared by Barry and Assodatek dated January existing utilities except as shown on these plans, however: 3. Ma)dmum Va tkzl Depth of Fill = 0 Feet the City of Endr Grading Ordinance. 30 2003 shah be oonsidened as a part of this Plan. AN i shall be done M Pa 9 grad APN 216 -05211 4 A of Cut 80 GY x 27 7 14 S.F. . S S. feet / A i �n and mined In this The C0nbaf l5 to take due mom, t,o �w 002 LEGEND ITEM REFERENCE SYMBOL QUANTiTY or stnxtures located at the work sibs. It is the contractor's responsibility to contact the 5. Average Depth of Fill = 0 C.Y. x 27 / 87,014 S.F. - 0.0 feet D QS'TING ELEVATION x s6 8 - - - -- fdbwtng owners of said uti ibes or prior to any excavation, for verification and E) 3. Approval of ft plan does rat constltlh approval of stns, location and type of drainage f Ales, location of WRIes and notification of axranenoement of work: � PROPOSi =D FINISHED ELEVATION nor of improves within street right -of- ways. Separate approvals and permits for these shall be required in conjunction with Improvement plans. a. Sewers - Leucada Canty water D'tstrid (760) 753-0155 DQSTING CONTOUR - -- -50— b. Gas & Becb l - SDG& (800) 4224133 4. written per nimbi shall be obtained for any off -site gradng. C Water - San Dieguito Water District (760) 633 -2709 SWANS AND FLOW DIRECTION d. Telephone - Pac Bell (800) 489 -3441 5. The Contractor shag talcs any necessary precautions required to protect adjacent properties during e. Cable TV - Daniels Cable Vision (760) 931 -7000 PROPOSED CUT SLOPES T MAX HEIGHT 3:1 MAX gang operations. Arlythirg damaged or destroyed shall be replaced or repaired to the condition f. Underground Service Alert (800) 422 -4133 �� �► existing prig to grading• EARTH DETENTION BERM DETAIL, SHEET 5 � Y1�itD5 2. Contractor shall no fy the City Engineer's Office 48 hours prior to begirmirg any work on this 6. 1` �f be YYhkfl r • . . The steal that monument Or bendirrial'k is disttnbed Or �7v ��} Phone 60 633 2770 � destroyed shall be re- established and repWed bey a Registered Civil Engineer or AC PAVEMENT AND BASE SOILS ENGINEER ;.� • r•., f, : ; W SQ FT ~ y a Licensed Land Surveyor 3. The Contractor shah give 24 hours mottos an calls f+or bspectiort. Phone: (760) 633 -2770. \�� \� ` :. SEE SHEET 4 FOR WATER AND SEWER SYSTEM NOTES & DETAILS GRASSY SWALE DETAIL, SHEET 3 1,370 S.F. AN work permed without beat of inspection will be subject to rejection and rer�al• SEE SHEET 5 FOR EROSION CONTROL NOTES AND DETAILS 7. The Confiacbor shill design, oonstrtxt end matrl�ri all safEty devioes, Nldudrg slartng, and PAVEMENT EDGE CURB DETAIL, SHEET 3 12 LF. stall be responsible for eonforrnirlg bo all Local, State and Federal Safety and health standards, Sa laws and VICINITY MAF i PVC STORM DRAIN PIPE SOR 35 -tf. 8. Grading and apiprment operating wlttrin one haE (1/2) milee of a strudure for human om parxy - • SG1� 12' DRAIN PIPE -�Z9Ab -� I I shall not be aonducbed between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays �k� \ " !� „� and City recognized holi TORN WATER DETENTION & PRIVATE STREET IMPR VEMENTS ' r CO PIPE ENCASEMENT DETAIL, SHEET 5 30 LF- days. � � I ' } 9. No gang opeations shall cane eloE urd a pre- Wading meeting has been held on -site with the i N SEE SHEET 2 } ! TRENCH RESIRFACING aTy STD VXXX77771 N LF. blowing people present: City Inspector, Civil Engineer, Sols Engineer, Grading Contractor and Pamfltee. The pre-grading meetIN shall be scheduled with the Qty at least 48 hours in advance � i _ _ � � I STORM DRAIN CATCH BAM - TYPE G STD DWG D41 2 Sk by calling (760) 633 -2770 x — - I STORM DRAIN CLEANOUT - TYPE A STD DWG D-9 ® 1 Ek 10. Prior to hauling ctrl or aastrtxtiorl nft Ials to any proposed oor>shtdw site within this prof j � the Developer shall submit too and receive approval from the City Engineer for the proposed haul �� X -- I STORM DRAIN OUTIET STRUCTURE DETAIL SHEET 4 i EA route. The Developer shill comply with all conditions and requirements the City Engineer may P ARCEL 3 PARCq 4 impose with regards to the hauling operation. -----_- -- --_• „_ i I 110 PARiM - FIRE tAile SIGNS FIRE DEPT STD 11 6% h TP ��` 0 -o - 11. Upon final cm, pleftI of the work under the giad ig pemft, but prior to final grading approval ` �'" ! < j ' I i GRAVEL BAGS FOR TEMP DETENTO DAMN tso EA and/or final release of security, an As-Graded eertrfiration steal be provided stating: "Tire graft r � �`- - -- I performed urxier Permit Na 7652 -G has been peforrmed in substantial conformance with the `' I I o < I I PUBLIC WATER SYSTEM CONSTRUCTIO '� apprnvrd Gracing Plan or as tow on the attached As-Graded Plan”. This statement shall be W • \ �� � �� � I I Wi F' \ r CONNECT TO EXIST WATER MAIN DETAIL, SHT 4 —�► ---� ---� ---- 1 9L fnMOWed by file date and sngrnature of the Civil Engineer Engineer who certifies such grading `/� } i `'� i --- ""` --------_ ' r �. `'� ♦ J f I 1 •I 8" PK WATER MAIN C-900 also —� —�� --� -- -W LF. • \ 1 P CEL 2 I I PARCEL 1 GRADING NOTES -� , \ -_, . , - 1 °` R< Y I -- 15 LF. 1 X11 � I j � 4 0 PVC WATER MAIN C M150 — -- � 1. AN grading shall be observed and bested by a qualified Sols Erlginm or under his/her drertfon. r� - ; �• He/She shall observe and test the excavation placement and compaction of flls and bade fills + ... �J� l �, ,. ; `: — V „ „ 4 and compaction of trendies. Fie./Slle shah submit soils reports as required and will determtrne +r \ 1 __ _ �________ - _� N - _ ---- ---_ -- I I 1 WATER SERVICE SdiND DWG No. P`2 ..� r ✓_' _� _� � -_� _� - - -- _�__� _� - -�- v 1 the suitability of airy fit 9 material. Upon ocImpletion of operations he/she shat state -� - -- , \ r /`� �_ '� 1-- " RESIDETITUL FIRE HYDRANT SDIWD DWG NO. P`i --�► - 1 FA• $ that observations and tests were m;* by him /her or udder his/her super Won and that in j \ �' �� - , r, s -- s I -.. hisltier opinion al and ins were a ftnxbed In accordance with the 2' BM SDNVD DWG No. P 0 2 Ex approved graftq plans and that a l embankrne>ts - and excavations are acceptable for their cg intended use. 2" MAMA AIR RELEASE BIND DING No. P-IO I EA. I l ' 2. The contrattor shalt of ex+cavabed surfaces to and ' �, - •� \ C� 12 h r' I ,. — J t l i'UBLIC SEWER SYSTEM CONST K=ON _ z poncirg of wager. Fle/Stte shah control surface water and avoid damage to adjoining proper ties r I �° h = NEW 8" SEWER MAIN LCWD DWG No. S-11 —s s s --- 290 LF. IW or to finished work on the site and shall take ren iedra! measures to prevent erosion of freshly ; .t `w 1 —' °~ P !� ;� ' ,�f ? k l I I Is Waded areas until such time as permanent drainage and erosion axrtrd measures have been irnsbNal. i •,`� 1 1�/! J f ,���� ,� ! 1 NEW SEINER MANHOLE LCWD DWG No. S-3 NEW SEWER MAIN CLEAN -OUT LCWD DWG Nor S-8 --: ---- -0 1 a 3. AI arms to be filed shat be prepared to be filled and fill shall be placed In accordance with c the Standard SpedAcations. AN vegetable matter and objectImable material shall be removed by the Contactor from the sur` m upon which the ill is to be placed. Loose fill and alluvial NEW 4" SEWER LATERAL LCWD DWG No. S-i7 --s s s — } QI. � soils shall be removed to suitable farm natural ground. The exposed sots shall be scarified to KEY MA F OOifCRETE ENCASEMENT STD DWG S-8 0 LF. a depth of 6" and then cormpacbed to a minimum of 90 present. It shall be the Contractor's ♦-• respeonsilft to place, spread, water and eompad the fill in strict amordanee with the Specifications. , _ , EARTHWORK = SCALE:1 - 50 — - - 4. Cut annd fill slopes shall be cut and trimmed to finish grade to produce smooth surfaces SOILS ENGINEER'S CERTIFICATE EXCAVATION - 80 CUBIC YARDS (FOR DETENTION BERMS ONLY) � uniform cross . The slopes of excavations and embenlanets shall be shaped ° so loo - - - - -- -- COMPACTED FILL - 80 CUBIC YARDS (FOR DETENTION BERMS ONLY) and unlf 4 ROBERT BARRY, a Registered Civil Engineer i n the State of California, prirx1p* doing business In the field of z V_ 0 CUBIC YARDS - plarlbed and trimmed as directed by the Engineer of Work end left in a neat and orderly Applied Sots Medianks, hereby certify that a sannpNrg and study of the sell conditions prevalent within this IMPORT/ EXPORT V eordrtion. N stones, roots and other waste matter exposed or occavation or embardQnent slopes Ste was made by me on January 7, 2003. , which are liable to become loosened shall be removed and disposed of. The toe and top of all OWNER'S CERTIFICATE One complete copy of the soils Report compiled from this study with our recommendafts, has been DECLARATION OF RESPONSIBLE CHARGE slopes shall be rournded in accordance with the Grading Ordinance I hereby certify tfiat a Registered Soils Engineer or Geologist has been retained to supervise over all submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and I hereby dedare that I am the Engineer of Work for this project, that I have exercised certify th Wading "and advise on the compaction and stability of the site. at the recommeidations inducted in the original Sots Repoct, and all following Addendum ver s, responsible charge o the design of this project as defined in Section 67'03 of the � 5. AN trees, bash, grass, and other objectionable material shall be oolecbed. piled or otherwise for this project have been kxxx poi ated in the Grading Plans and Specifications. Business and Prafiessions; Code, and that the design is consistent with cement standards. disposed of off the site by the Contractor so as to leave the areas that have been cleared i I understand that the check of the project drawings and specifications by the City of with a neat and finished appearance free from unsightly debris Approval of location of debris �' A.R. BARRY & ASSOCIATES Encinitas is confined to a review only and does not relieve me, as Engineer of Work of my J fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any MICHEAL McCARTER P.O. Boot 230348 FEss respoi rl es for project design. such material. (760) 583 -7888 Encinitas, CA 92023-0348 R P E D v� c F wo I p `, ` � Q RESOURCE DEVELOPMENT CORPORATION y�� c I �c/ u � i64r Nw Are LA e © P ip CI (7 F 60 ) � 914 N. Coast Highway 101, Suite E DO I A I= N y� COMMUNITY DEVELOPMENT DEPARTMEN SAN DIEGUITO WATER DISTRICT LEIA COUNTY WATER DISTRICT ��� BR IAN a Exp. 313110! � Encinitas, CA 92024 cr No. 26175 REMM RIAN No. 261 (760) 942 -1106 Fax (760) 942 -2514 CIVIL C� * r BY: KEVtEwEna�o �ov®eY: �1�t� -C-- W DONALD � ` � 75' N �r � civic ' � O F Zy d �, Q � ` < - / Pro OF C bate fessional By: DATE NAME DATE E DATE AL�F� �'Z S/ Z („�` d2_ �/z�o� Y Z/ s b . �� A.R. BARRY, PE G00119 >: Qj^ r i =kx* s wD 17 r Expires 2 Years albs' Date Signed LeK/r7 �7sf %�74�lrr � F O F CAUF�P License 03/31/06 BRIAN DONALD, RCE 26175 Date Approval uC OGAI E Fa&IG? °f g s�b license E91res 3/31106 04/091M REMoNS APPovEO DATE IEFEIENUS DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT W I bd APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. TPM 01 -075 07109102 i,ALTRANS CONTROL MONUMENT No. 5- 44.11,1997 PLANS PREPARED UNDER SIVEI 4Oir OF RECOMMENDED Qkj :MML�, GRADING PLAN FOR: 1 — r' 3 z 21/4" CADT DISK SET IN DRAINAGE STRUCTURE 76 52 � -G NEAR NE CORNER LA COSTA AVE BRIDGE OVER IS N/A A �: TFM 01 --075 QTY MN Em w� '� 3 ertuw oowu c, 6a O11E a,>r S %13� 0 3 orcr>« .si. s /o s 194 ANDREW AVENUE, LEUCADtA ELEVATION. 47.10 DATUIM: NAVD88 E PC 01 -m SHEET 1 OF 5 RESOURCE DEVEI.OrMENT CORPORATION JN01 -0028 Aka NEW R/W EXIST R/W EXIST R/W 1 L �� �'we \ AL T - PUBLIC STREET DEDICATION- 20' 20" r - N 14W49" W 411 - 4 - � +� LANDSCAPE HEDGE HEDGE A - for 4 for ad PVC O OW AC 65 F _ > - ' 3:1 CUT SLOPE p/L 3:1 CUT SLOPE 80.33' i __T - - - - . -. -. -. - .- .- . -. -.- �. \ - , I \ r 4' E FIl LED FILTER TEFILTER J PATHWAY GRAVEL it it s r \ T \ \ \ \ i \ T \ �- \ \ \ \ 1 \ \ \ r - - - - -1- -- \, \�. a - ,- \ - \'t `,, El�Ttti6 TO 8E RBMOU®. T� Ilk . \ \ ` ` ' \ :.� \ .� \ ` ` `\ \' `\ \ \ \ \ \ \ \ \ \ , \ �. \ , ' 1 RECOVER® PALM 9KS TO K U /� S'T hKSONRY Au \ \ \ \� \ I \ SORROY<iARdl FoR EAKT1i B ttM EXP :1d - NO FOR EAKIN BER M MI�CIT3�JIL \ \ ` \' \ \ \_ \ ` \ � , \ ; 'ROti W N1Y OF Sgft7 SIDE SE►8�Q(� , i r - - - - - _ - 2!�!- EX6f GR_ _ \ \ \ 1 `` `. \ \ \ ` ` \ \ \ 20 CUBIC YARDS \ \ \ \- '\ \ \� \ \ \ �i I \ \ 20 CUBtC YARD6 ` \ \ \ i -<� �- PRIOR lO PARCA PIMP REO3mDIG ' N Exsr GRADE \ . AVBMENT EDGE CURB PARCEL 4 - - - -- , �)Aj A BUILDING HEIGHT NOTE: '��. FURJRF HOME �F Ei.EV =66.0 \ ` ► I � i I PARCEL 3 I FUTURE HEIGHT LIMITATIONS SHALL BE t k I I � r `�> ' � .� IMU1M FURIRE HOME FF EED = A I 642 F&" \ •� fi b,• ,` � \� _ 5ECTION C -C - ANDREW AVENUE MlN _ ON THE 0R1GINAI sHO��N oN t �� � THIS PLAN NOT THE FF ELEVATIONS SHOWN. x i NO SCALE -•, t _ .. _ � 51 k � � \.,•�. ( P/L � -- -_ - - - - - -� , - -- : Y `- _ \' fk \ RElM01lE DQSTING ! \ 5 EXIST AC PVMT &BASE -y r^ j - k. 64.0 t PS \ 1'! GRANELPA♦IE2 PLASTIC GRAVEL 111 TAINING, ; � k! X � � .�, '� ' - . - '� CURB DISTANCE FROM CENTERLINE �-\ - '� '�' MRCS 3 STORM WX 1' DETEKTIQtjlll�k �� � � � - ti : � � _ k � '� j � J ;, � ` STRUCTURE BY nrvMEW SIRUCTl�B, INC ! \ k �` � \ � � ' � � :'✓ �. �: � Pr{RtA 4 STiD � \ "' a` I I r \` �� /\, _ X + H�F1 VM17fR ELEV =64.5 DETENTION CAP 4 �� X �' AURORA, COLORADO. PHONE (800) 233 -1510 SPECIFIED ON PLAN APO SECTIONS WATER ELEV 64 0 DETENTION CAPACITY 2,000���',:'� 1 1 100 C1[ltlf"i` \ . A j ; i EXISTING MOUSE TO REMAIK 4 , 1 MINIMUM t h �. . k DETW _ 5 \ Y x I > 1 r THICK NEW AC PVMT ' I ( 1 SAWCUT r' \ \, = % \ \� - Tts �. �' \' �' _ : • 63.5 f�` \ ' \� . t .�. � = : \ ( EXISTING GRADE j 6gcniBERRI�tr PHt DETX� �' Ft,� W , ti-- s 15°09 56"W 156.41 �`~ ' I t, N15°09'S6"W 164. 3:1 CUT SLOPE 3 SLAPE � '' REMAINDER PAR . 7 6 v 1, 12" L V' -- -- r••.'- ' s_ _ _ I I I 'll CEL GRAVEL FBL PER Ma�SPEC5 - -• - - - -• -• -. -. .- .- .- ,T-,- •- ._._. -. -. , ell 6' COMPACTED DG BAST` 1/2" R REMOVE DQSTIFIG 11C PVMT f \ '\ `. \ `\ \ ''. \ . \ \ \ \ \ \ '� ' i W 1 \ \ \ \ \ \ ` \ \ N s PRN1lTE UTILITIES FJLSEiNT \ 80RROMY AREA POR EARTH DERPI MATE1i1L\ p TREES TO REMAtN ``� RBOOMPACT BASE MATERLIL 2 6 0 2 0 3 a sOaRON AREA FOR EWTH BERM \. \. \ I ` \ ' 6� \ FOR e.ECtRIC, GAS d cIaBLE SERVI(PS \ 20 cUB�c YARDS \ t ` ' 1 \\ - _ --I 6' Pm CURB ` V \. \ \ \ \ \ \ 20 CUBIC YARQI ` ` \\ ` \ ; \ \ \� : \ ..\ \ \ �: _ : I ll I j \ \ \ \ , \ DISTING 11 jt WATER METBt TO BE z s PRIVATE ORA1NACf Eiwr \ \ \ \ \ \ \ \ \ \ \ \ I I t8 ( B \ \ ` \ \.. To METER IN SAME LOCI E CURB AREA - 0.67 SQ FT _ \ ` \ \ \ \ \, \ �\ \ \ \ e' � cp \ ti \ FOR THE BENEFIT OF PARCEL 3 ' ,1\ \ \ _� \ \ \ \ \ \ \ \, \ \ �I \: ' \ ' �•"' ,� BUILDING SErma LINE \ * \( \ \ \ w NOTES 1. CONCRETE SHALL BE S20-C 2500 N � - - - _ _ ____ _ __ _ t ` _ ^ _ - -2S-tot 6N PEIt FIRE 57T1 y PARCEL 1 1\ \ , \��� `:. t., f\ EXISRNG PALM TREES TO R9MAt11. 2. SEE STANDARD DRAWING G-10 FOR JOINT DETAIL M 1 _ ___ h \ r - f M P IPE 2!6 MIN I I .\ ,, MiNITMUM FUTURE HOME Ff ELE'V = 63.5 \ \ ~� ` _ 4' F'RT$t PATHWAY `• / ' FI A D 1 N r'� L A N N o. 7 7 3 V, , HIGH BERM $ f - - -t_ \ -X" Xj i - -11�. ,�dl► sEE ANDREW AvEM1E RB - ANDREYY AVIF.NUE TYPE G CAT(}! BASIN & GRATE " t - °" PARCEL 2 16' AC PA1te�1T & BV1SE --c AND DETAILS TH15SFiEEf FILTER SWALE AND PAVEMENT EDGE CU MINIMUM FURJ1tE HOME FF EiP/ = 62.5 oETevTIO ` . - - SEE TYPICAL SECTION - PItiVATE ROMD 1 '\ 1 STORM WATER \ NO SCALE PER STD DWG No. D4 t �,, �►. Uff SO PARK I OFIRE taGf wAT> R = 62� �ETHfTION UPACiTY =ac GRAVEL RAG DAN +..�..�. �,� ;� SIGN FIRE DEPT 'I :1 I ,l- : \ \ x -'F AROUND INLET .01 = \ S . i. -.�_ I k` { \ / h" f , ' `\ • 2' FPSITE STORM / 1 1 �\ -� �. ±` • I I I k �'' \TALk ' �L'T�„ GA �, _ 1 FEicTY r WER Y TEM NOTES. ' ' 5 5 DRAIN PIPE. SEE SHEEP 3 t �� • - - ' k • "�_ r.. Y \ \ • �1 H!i 1' MiGli EARTH BERM t i � � T • D = 18' APART . �,-� � �- � :• . � 1) See SEWER NOTES, Sho \� r � IP151'AI3�OPl, i } at ditlonai spedflcatlor>S the sews system knpry rtad s shown on this plan _ u < C k. PAk(S 2 STORMM WATBt > -\ f -\ _ � 5E R = 28. ' . ; \ k"- Att" k 25 I AiL�PIT +tt \ >/ f -'C y 1 w' L =43.74' , ti. �+ 5� '•' \ I ELEV = 61.3 DET1WrION CAPACITY = :k y v \ �o 2 A14' sewer hOraN shat have a mininNm 2% s L2 foot dop tiD the main. _ ' 1 slope plus 1 I N. ;'� 42 �. �.' ""v �. Jv �\ �` '" r PRIVATE RQAD 3 _ L.F.12' *;�..� \- r ' \ t \ \ �\ ` No. S 17 " \ - EARTFIB90w1 PE3t DET -TB's 63;x\ \- _ - I3 Q J PROFILE STATIONING LINE SEWER LATERAL TABLE - ( 5L.F, f PVC w►MAN - _ - - - .l { N _ - N : - MAI PETt' : O�E#M SHED � ) - DET 4 : : DEPTH � - y i t 80.16'_ N0.1 LOT M0. M IriVERT EL LITERAL I DROP TO 111VHtT EL �E PVFR REMMKS _ \ - - - - _ _ - - - _ . STATXDII AT N�Ot BIGiH MAN AT EP EL p UT AT M (FT) �. - _ - (� 6' PRIVATE D Ate IfE FASEM�R s ,1� : =�- ,-' - - r J� - ; AND GRASSY SWALE. SEE * # :K y' _,_. a 1 1 1 +15 56.76 28 1.2 58.32 2% 63.15 4.8 � SEC1T E: + Y = ao V V WA V *�� .MAIN - r J't! f DAM •- T _ N r � c r _ � STAB 2 4 i 2 +70 57.54 115 1.2 61.04 2'1` 63.8 2.8 _ _ . - - - - - - L -- --� - �------------------ - - - - -- -- '...:+` • � - rt r� • ' • 60.2 Y .i: 3 3 + 2 +15 57.57 li5 1 6 1.07 296 63.8 2.8 \- -- _ _ _ __ _ _ n :/` AROt1Pn �ET C = S .wry �-!l �- ^�/ .r .. 3 � S _ S _""-_ • S s ROAD _ - - - - - - - -- • . PLMfTEIt 4 2 • 2+85 i 57.61 25 12 59.13 2% i 60.99 1.9 ' ENCASE LATERAL TO CLE 5 ANOUT , 2.00' - TYPE G CATCH BASIN & GRATE "' � - - � - 16414' � �: LANDSC'JIPE 143.76' s. C N - - PER STD DWG No. D-8 -� - ` X4.14 y- r"' - '" d • BERM 6p 11i'4402T W 387.92' TO BE RBREMOVED VED i' MM EARTH WATER SYSTEM NOTES. ( ,� PROVIDED BY DISTING HEDGE + + ,, a \i -� 2�6�0�2��2 I - - '•� � �� 0 UCT NEW pp:�� ! - , ' , , -.� ' + / ' .-. M 1 IF HEDGE F 1 : -- 1 f '� S Y 4 v' �__ LCWD Z S-3 WATER MAIN DATA `'--�_ `� - ) �`+ ,-•� - - _ _ - - _ - _ _ - - PIPE RUN No. START STATION END STATION PIPE BEARING PIPE LENGTH REMARKS , �� r' i Q 1 -0+10.0 2 +35.0 N 14 W 245.0 LF. 8" PVC - C-900, CL 150 � T� «, v "'� ,+, _ �' bi �3 - - - __ 2 r 2 +35.0 2 +90A N 14°4tr2T W 15.0 l.F. 4" PVC - C-900 CL 150 ^� I "4 !9 ESMT P/L ESMT ) �_. eo PROP06ED PRIVATE ROAD & UTILITY rUTILITY UTILITY E5ESMT } P r l 4 ' J I / f � ,� "� `` A r l �i F , ,•__,; ��, i y j �; FOR THE BENEFIT T OF PARC E S 1,2,3 & 4 ONLY `'�\ ` J I i \ ,A I n �-- �`�, --� 1 , _ E)QSI PRIVATE ROAD EASEMENT i�, s PRIVATE UTILITIES EASEMMENT FLAN NOT To eE USE BY PROPOSED SUBDIVIS \ \ 4 1 AND MOUND TO WATER, GAS, EUECTRIC & CABLE DRAINAGE AR SUBDIVISION EXIST DETSM BERM 01 _- _ _ 'I DRAINAGE DETENTION AREAS AND GRASSY SWALE NO-FILTER MAY NOT BE MOOIFIEi) - PER DETAA, SHEET 5 WITHOUT PERMISSION FROM THE CITY OF ENCINITAS. SCALE: r _ � ° - - - - 0 10 20 30 40 9D 16' GRADE 0' AC PVMT 2 = • i ; i EXIST AC PVMTT_ : : ; : : : I ..� : & BASE ; 1 I ; i i uY i0 , '� :� Y r .... ... R s i i - PRIVATE OAD : SECTION A A 20 NO SCALE �a- i; : I _ �...._ - ._._ �... _r. r _T1�UCTURAL SECTION NOTE: i + t i + ; THE UCTl1RAL SECTION SHALL BE DESIGNED BY A SOILS Gi* �.6A6 = l.396 a" wrlt�t_nh �' STR - ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R VALUE - ` LL - 4 . THE MINIMUM SECTION - AND A TRAFFIC II�DEX - S � � _- .«- - ►- -- TESTIWG : � � _ ; TOP ©F PIPE O�VER'LESS TH :: " * ...F�i t t t t T _, , , �.......,. ,. , ,. : =Li i ;IK N O (09 SHALL BE 4 AC OVER 6 CLASS II BASE. : I : : ESMT P ELMT ELMT 3 i ; �' DES • i i i : s : s PRIVATE U T1<tTIFS E1158MEfiT : : - i : i W i z �" FOR WA EIFCiRIC &CABLE _. -- -- -- -- -_ -. -- _._ - - -- -._ ..._ ..._.. _- .._.- _ -- _- _.�_.__x -. .- }- � +- -,- 1 � .� rrCl[ 16 PRIVATE i i ; a i ! : i NJ J i EARTH DETENTION BERM ROAD & UTD.TTIEL EASEMENT PER DET SHEET DETENTION BERM PER DET 0 AIL, SHEET 5 r i t i i i I • s i i } : s i i GRADE 4- 1W AC PM- & BASE JUT 1 N o. 26175 3 ) 3 +00 2 +00 1 +00 0 +00 5EC'TION B -5 - 16 PRIVATE LOAD 4 +00 CIVIL _ Professional P PROF - P RIVATE KOAD NO SCALE q��c O fi \� 1" = 20' HOR Z 1" = 4' VERT - 05/08/03 CAL REwsloNS Aovt:d DATE REFERE�cES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. TPM 01-075 07 09 02 CALTRANS CONTROL MONUMENT No. 5- 44.11,1997 PLANS PREPARED UNDER SUPER\GON OF RECOMMENDED APPROVED GRADING PLAN FOR: �_ t� 11.E - r 2• 21/4' CADT DISK SET IN DRAINAGE STRUCTURE er: BY: I - ` 7 6 5 2 - G NEAR NE CORNER LA COST AVE BRIDGE OVER I5 HOR WAL 1" = 20' CITY ENGINEER TPM o 0 5 vt�tT>rx 1" = 4 AN DON � °A1E � �� � � � o � ��� a �� � 194 ANDi�EVY AVENUE, LEUCADIA I oj\el ELEVATION: 47.10 DATUM: NAVD88 License Expires 3/31/A4'G�• PC 01-075 SHEET 2 OF 5 RESOURCE DEVELOPMENT CORPORATION JN01 -0028 ■!!!■■■!■! leis'■ MINO ! ■ ■ ■ ■■ EMS I IN !■■!!■■■■■■■■■■■■■■W !■�! ■! ■� ■! ■� ■�!■ �! ■!!■ ■■■■■■■!■■■■■■■!■■■■■ �■■■!■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■■!■!■!■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��t�ii�i�i�iiii�i�� c''r`:i�ilri'� " li�i�i�i=li�i�i" MiiOi�iruiiE�r����iO�i NEON NEON offiffikial !!■■■■!■■■ ■EMEME■ ■■■■■■■■■■ ■■■■■!■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■ ■■■ ■■■�■ ■!!■■■■■!■ ■MMMM■MEE■ ■EMEa ■ MEN � MEMEE■ ■ ^� ��■ ■■■■!■■■!■ ■ ■■■mss ■��i�'�i�r� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EMi�.w ii'.' �' :»�w /wr■�iilEnilii■ n �iii ■ ■■ '�11� "eft ■iiii� ■ ■i� ■ ■ ■■1 ■ii it■■!!■ ■ ■■■■■■ _ ,, '` - ■ IN ■■■■ r��s�s���■■■■■■■ s■■■■■■■■■■■■ r■ s■■■■■■■■!■■■■■■■■■■■■■■■■■■■!■■■ ■! ■■■■■■■■��■■■■■■■■s����s��ssr �� =as�!■�t�■■ ■■ ■■■■ss��sss�� mom ■ten! ■■■■■■■�■ ■■.��■! ■,� EEO! 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L.(XAID APPROVAL OF THESE PLANS Does NOT RE .IEVE THE APPU.>BCANr, PRIVATE eNGIMM OR WORK, OR CONTRACTOR FROM RESPONSIBEL FOR THE 1. Water Mains, Laterals and Appurtenances Shall be Constructed Amording to the Standard ,TION OF ERRORS AND OMISSIONS DISC DURING OR AFTER aXE RUCTION. -i& cations of the San DiegUtD Water District The Contractor Shall and Hereby Does Guar - 2. ALL DESNGTN, MATHRULS, AND CONSTRUCTION WORK SWILL CONFORM TO THE LEUUIDIA COUNTY WATM DISTRICT I= SEWER, STANDARDS AND wtee Al Work for a Petiod of One Year After the Date of kmptanoe. TO THE Wq REMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOW CONSTRUCTION (GtEBNBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFI T THE L1riWD SEWER STANDARDS GOVERN. 2. Unless Otherwise Noted, All C iedions to Existing Mains Will be Made by the Conti dor, Under 3. OSHA SAFETY ORDERS AND OSHA CONF3FEI) SPACE ENTRY REQUIIt84OM SUM BE FOLLOWED AT ALL TIMES IWIniOUlT DICED TION. the SuperVision of San Dheguito Water District, After Payment of the Estimated Cost by the 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES L & I DOCUMENTS ON THE 1OBSITE AT ALL TIMES, S. THE CONTRACTOR SHAI L GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE WE OF FINIAL ACCEPTANCE BY LLWD AND 94ALL REPAIR OR PIRM 3. Where Elevations and Grades are Not Shown on the Water Main Prof fie, Top of Pipe Proft LS ANY WORK THAT MAY PROVE DEFECTIVE IN WORKM&V Fi1p A0OR MATl3RIAL5 WITHIN THE ONE YEAR PERIOD WITHOUT Off NSE WHATSOEVER TO LCWD. 48 Inches Below CentEr Line Rft Grade of Street 6. QUANTITIES SiONM HEREON ABE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCiND GUARANTEE THE AOCUR O OR 4. N Serft to be CorntudBd Oear of Dr1Vewari. CDMPI.ETBNESS OF THE SEINER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SOU SHOP DRAWINGS REITMEVTONG ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. 5. Corti actor to FUrniStr One Inch Copper Water SerVlCe and Meter BOX for Each Residence LOL WORK SHALL NOT C"ENCE UNTIL SUCH MATERIALS ARE APPROVED BY M. 6. Contractors shall acquire a Trenching Permit from the C fforrnia Division of Safety fior all al. PRIOR TO BEGINNNING SEWER. WORK, THE LCWD INSPECTOR SNAIL BE FUR10HED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD T rench Work. SPEC SURVEY REQUIRB4ENTS. 9. PRIOR TO BEGINNING SEWHt WORT!., CONTRACTOR 9iAlL SQURE A KIND PERMIT FOR CONSTRUCTION AND SALL PROVIDE A MINIMUM OF 4 HOURS NOTICE 7. Instal Fire Hydran 2.5 Feet From back of Curb, If No Sidewalk Bdsts, or 7 Feet From Face TO LLWD PRIOR TO CONSTRUCT= of curb Where Skier* Bdsts or Will be COnstrt d d. 10. NO WORK SHALL E 11NTT>1 ALL PERMITS HAVE BEEN 08TAIIN® FROM1 THE AIL QTY, ODIRtTY, ANDO OTHreR APPROPRIATE ASS. 8. Providt Air Rdea'9e llsartbks at All 110 PAXirrL'; in Water Main r r MAR 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SNORING SLICING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORIM FROM THE HAZARD OF CAVING GROUND "I NG TREWN 9. Conbxbx Shall Obtain an EfrCr'DaChrTient Permit From the City of Endnftas for Any Bocavation THI LW BLOCK PR SMD P- EXAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES Wft Bony Cly - d ". 6' FU(TY GATE VIAL FIXTY GATE VALVE WM THE SHORING SYSTEM STANDARDS ESTAMISHED BY THE CONSTRICTION SAFETY ORDERS, TITLE 0, CALIFORNIA ADMINISTRATIVE BODE, THE PLAN 9MLL BE PREPARED BY A REGISTERED ENGINT33t. A COPT OF THE OSHNA BOVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR To EXCAVATION E>Q�1NG 6' I�C WAT�t MAiN � - - � -- � -. ____ W 10. The District requires Oat Compaction Tests be taken wthere Water Likes are installed Within u ALL SEWER FACILITIES SULL BE INSTALLED IN DRY EXWATIONS AND TRENCHES. CONTRACTOR SHALL DFWATBU AID MAINTAIN DEWATM NG OONTINUIOUISLY Existing County Rots-of- Way, City of Encinitas Ro ts-af -Way, or Private EaserTiE 1tS, UNTIL THE WORT( IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BAWILL MATERIALS IN A DRY STATE ALL PIPE ZONE MATERIAL LOCATED N the results a pproved by the City of Enc before Water Unes are accepted and a Dopy 8' R xTY GATE VALVE i' 2 5 WET OR AREAS Sl1SPECTED TO BE WET IN THE FUTURE SHALL BE DOM IN GEOTEXTILE MATERIAL SLUTABLE GEOTEXIU MATERIAL SHALL BE sum TTID TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL CONTRACTOR SHALL OBTAIN DEWATERIVG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER copy sent to the San Diegldto Water D9& - qL ANDREW UE TO THE SEWER SHALL NOT BE ALLOWED. 11. Prior tD A warding Water Lire Contract, Owner Shall Advise Prospective Contractm to Obtain DISTING r SEvVeR MAIN 13. THE E)Z ECCE AND LOCATION OF LMDEMOUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE and REVIEW CIErA?f t San Dlep bO W& DISb'& *dbbOr1S. ENGINE. TO THE BEST OF THE PRIVATE 90EER'S rONOMBGE, THERE ARE NO EXISTING MM DxCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBI OBTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFEW LOCATION FROM THAT Si" ON THE PLANS. 6" MII�I BNC14SEMENT OVER LATERAL. 12 The Contractor Shall Notify the Districts InspeMon Depatnent 48 Hours in Advance of BeghN III H THE CONTRACTOR SHALL TALE DUE PRECAUTIONARY MEASURES TO PROTECT THE VM1TIP9 SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR ftt to AtralxJe for Inspection of Project 6)r R. STXrTURES NOT SHOWN. 4" AC a CL II LASE TO BELL OF 1A BEND ; 2 - 6" VaiveS 14. APPROVAL OF TO PLAN BY ILWD DOES NOT CONSTITUTE A WREMATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONFEX<STHNCE a Fill Areas Mrut be Canp xted to 90%j Ptlor tD Pipe UnsWatlm � l ArAUTY Gate Lee OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SLURRY 8A(KFILL OVER 14. Approval of This Plan by San DkjL to Water District Does Not Consftite a Representation 15. StfAUl NOTIFY UrD@tSROl11ND SERVICE ALERT W 4221133, AS REQUIRED BY STATE LAW. ALL MM GOMM 9tALL BE POTHOIID PRIOR TO TRBNC}M LATERAL WHEN I IBS ?ALL $}" Ft- t0 the Accuracy of, the Location of, Or the Existence or Non - Existence of, Any Under- }S" �xFL bA� vales x• ,.: xf �. k: W x 3 LESS THAN 2' Ley, Pipe Q Sb'uC111r�e Withi RILE Lab Of This PrOJO(t: (o" �W a�R.S :.., b 16.0010 CTOR 3 RESPONSIBLE FOR COMPLYING WITH ALL WM STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH 1 2 (o " N=om T*xTc," AD►APT�S SAFETY AND CONFINED SPACE ENTRY. SLURRY BACKFILL PER STD S-8 : • I - d " R rt - iYfa prps,pTaw 17. SOTS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS 1QUALIFIED SOI S ENGINEER W CERTIFIES THAT TRENCH W OCFIL.L WAS COMPACTED AS DIRECTED € � �: � 15. AN Existkhg Facilities Which May tamed Final Design i.e., Lite CrOSSingS Lite Parailef frig, Proposed Connection shah be Field Verif'ned. AN adsting or proposed Ub RY Crossings with 3 BY THE sails ENGINEER IN ACCORDANCE WITH ON SITE EARTHIVVORK SPEQFICATIONS AND THE LCWD STANDARD SPEC. 8" PVC SEWER MAIN s ' . . ' 1/8 10 Feet Of Proposed Water Mains Shall be Shown on Plans. Elect?ital and 8'x4" WYE Sewer to Cross Under Water Mains Unless Given Written Permission by San Diegub Water Dom. IL S1NBl ELEVATIONS 9NDIMN ARE iIVEItT ELEVATION (LEI WIDE BOTTOM OF PIPE. SEW LENGTHS 90" ARE FROM CENTER, OF MAN'IOLE TO CF1NTHt OF MANHNaE. = �' {� a ,y = k; ° x I r { S.� 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE L:CV0D DISTRICT BOOM IN WRITING PRIOR TO C INSTRUCRON. 2' 12 DROP TO MAIN 16. Wader Connections to Cornmedal Developments Shall Have an ApproVed Baddlaw Device 20. CONTRACTOR IS RES'ONISKE FOR KEEPING COMTPLETE RECORD OF CHANGES AND SHALL MME 5101 RECORD AVAILABLE To THE PRIVATE ENGINE9t. THE Installed to the District' Satisfaction. Baddlow Woes are to be Installed Directly OUR - PRIVATE BVGIE£R SHALL PROVIDE AS -BUILT DRAWINGS TO I= FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROIEI;T side City or County Right -f -Way or Outside Water District Easement. Repair, Maintenance and ^ TWO INCLUDING allWM AM SLURRY BACi�ILL - CONCRETE T'0 BE USED FAR SEWER MAIN knW Testing of Bade flow Device are Resp dbiRy of Owner. 21. � TRENCH SHALL �BAOMED OR TO A THE CONC.IISI DAY UNLESS � APPROVED T � AND LATERAL ENCASEMENT SHALL BE "2 SACK SLURRY MD(" WATER MAIN CONNECTION 22. THE CONTRACTOR SUN..L PROTECT All SURVEY MiONtJMBNTATION. IF ANY SURVEY MONtlMENTS ARE DTl5TUR8®OR DESTROYED, THE CONTRACTOR SMIl ( 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) 17 M I Separation of 10 Feet Required Between Fire Hydrd<its and San Diego Gas - - - -- - -- _ NO SCALE aid Belk Wift RETAIN A Li ENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE TAW. 23. A PMIMUM OF 12 INCHES VERTIt k CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. C� �/ p G I& Utft t) ftiltAl 5 FOOL Separcftn When Parall*9 Water Serviom z 24. WARATION OF SEWS! WATER AND SEWER RELCA1Fii� WATER M1 COMPLY WITH I= STD DWG S-2 AND WITH All COUNTY AND STATE HEALTH DEPT MILATIONS ✓ � r' � ^ MAIN ENCAJ E M E NT AT LATE�L 19 C factor and Developer are Responsible to Relocate Any Bdsting Water Facility (Fire Hydrant, Uj NO SCALE - - fters. WIN, Valle B000ms Etc.) That Are 11fected by Their Project. 2S. CONNECTIONS TO DQSTING SEYYBR PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LCWD DNSPECTOR. NEW SEWER SHALL NOT E OONHfM CAR MLOWt TD FLOW TD EXISTING SL M WL AFTER EK AOI:PT M OF All llP 7U MI WOM irf THE LAND DG%n , Cat AS APNOB BY DETRR.T BGMML 20. CD aCtGr t0 Supply Dotlltimt Lion 910Win J That Any Asbestos Water Pipes RerTDVed From the 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. Ground were Disposed of in a Manner Acceptable to the San Diego County Waste Division. 0 27. A 2-MCHH HIM T SHALL BE INSCRIBED ON THE CIO FAO: AT EACH LATERAL LOCATION BY THE CONTRACTOR. 21. Use the following Various combiriationS of plain end pipe Is igti With high def leCtioi ax#kxfi 28. A 10 GAGE SiIEIDED COPPER WIRE SHALL BE ol1RIED MR EACH LATERAL THE WINE SHALL EXTEND UP TO A r ( PER TAG T ®AD S01MM TO THE and irnbegrA bell end pipe for Curved aligntnettS in blot horizontal and ver cal difediOtlS. Do t WIRE. THE TAG OVER THE SEWER MAIN SHALL TBUWTE r ABOVE PAVING SUBGaRADE WITH FINAL LOCATION ]1ST BELOW PAVING. THE TAG OVet THE not bend pipe between ODupht% Saw cut Integral bell end of standard pipe and bevel end for CUSTOMER END OF THE LATERAL SMALL EXTEND ABOVE GRADE UNTIL CONNECTED AND 91ALL TFEREAFTER BE BURT® AT THE POINT OF CONNECiION. use with deflection couplings. Use 9.5 foot plain end pipe lengths with deflection couplings for .� radii between 140 feet to 270 feet Use 19 foot pipe lengths with deflection couplings for all = 29. ALL PIPE SHALL BE HANDLED AID ]INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHW.L BE CAREFULLY BEDDED TO PROVIDE radii between Z70 feet and 560 feet Use do inbegrdl bell end pipe lerngtlt Joined tOgetfhe' with CONTANUOUIS BEARING AND PREVENT UNEVEN SETTLEMENT PIPE SHALL SE PROTECiID AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TINES WHEN CONSTRUCTION IS NOT IN PROGRESS. a 19 foot plain end pipe length to fomh a chord. Use deflection couplings on each end of chord and Continue this Combination through the Curved aligrnment for all ram between 560 Beet to 30. PIPE XWS %XL NOT BE DEFUCTED MESS 90 AM 9W L THEN BE LIMIT® TO LESS THAN ONEHALF OF THE ANGLE REOO*0IDED BY THE PIPE MEGR. Z 1, 150. Pipe lengths shorter than 9 feet will not be used unless specifically authorized by the 31. SEVMEi PIPE ZONE AND TRLENQL BAWILI SHALL BE PER THE LM SEWER STANDARDS. WATER JErrING SHALL NOT BE ALLOWED. DistriGirs Representative. CL 32. ALL LATERALS SHALL BE CONSiRLICT® CLEAR OF DRIVEWAYS. 33. JDs MmQNG OF CONCRETE 5 NOT ALLOWED WITIM SOCEI ION. CONCRETE I ES I BY WND W11L BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASSES SAil BE MONOLITHICALLY RACED, MM, AND COMPLETED AT TIME OF RAC04 NT. GPK PRODUCTS, >tIC., OR APPROV® EQiUTAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALL%ED FOR 40 HOURS AFTBt CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH r SEWERS WITH DISTRICT ENGINEER APPROVAL 3S. IOIX I BETWEEN MTM BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A r BY r BUTYL NMR GASKET RAW WITHIN THE Flu CIRCIMERENM GASKET SHALL BE CPS -210 BY PRESS -SAL GASI(ET CORP., OR APPROVED I3WC C p C I V lZ 36. ALL W M ES 91ALL BE VACI)lP1 TE51ID 1) BEiORE BAML 2) AFTBU WXF11I, AND 3) MMM To ANY SUSPECTED MOVDrENtT OR DAMAGE AFTER BAC 11 L C. � BRIAN 37. ALL SEWERS AM LATERALS SHALL BE WAYNE BALLED, LOW OW PRE5511RE AM TESTED, AND TBJ:MSD AT THE APPLICANT, EXPENSE PRIOR TO � NO(MIALD OL 26175 CONSIDERA FOR FINAL ACCEPTANCE BY LCAID. AM TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. * CIVIL � 3NL ALL SEWERS AND LATERALS SHALL BE IN RACE AND SHALL HAVE FINAL APPROVAL BY THE LCM DISPECTOR PRIOR TO PAVING. q Protessiona I �\< rF o C �F °P 04/09/03 TN�sraNS APPROVED DAiS FE000 DATA: BENCH MARK SCALE ENCIMTAS RRE DEPARTMENT bd I bd bd APPROVALS CITY T ENONITAS ENGINEERING DEPARTMENT DRAWING NO. TOM 01 -075 07109102 NA PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE[ GRADING PLAN FOR: I; � 7652 -G ' E7 ) �111 C" TFM 01--075 "" NAME DATE X3 �>s D A OA4 ax- 4/ �, s I 3 0 3 QATE sip e3 194 ANDREW AVENUE, LEUCADIA P.G. 01-075F 4 OF 5 KE50UKCE DEVELOPMENT CORPORATION JN01 -0028 TOKM WATEK FILTKATION., NQTE5 AND - P E TAIL a MONON CMM NOM UT KM UWFF llff MANAGEmmr MM 1. In cue ernergerrcy worlk Is negclr+ed a ftd Mac MloCwtw at (7601583- 7888. TI# FOU MN1NG MWCEXM SHALL BE IMPLEMENTED OUiING CONSTRUCTION TO Pf SECTS OF STORM WATER RLfN W WITH RESPECT TO EPtOM Aim SATAMOk. e� r� Y 2. Equipment and wtxkm Ibr animgm q walk shat be nv& a -ibble at d times the r rainy season (Ocober l %D Apl l4 Al neoessay martertals shat be sta tcpled on sloe 1) Y E STAMED MRS I RUCTIO WM4N Sf1Al.L B E NSMM POEWTELY UPOFI Tlf m IFV ' r - -- at axxer�ent bcattor>< to Fbctfltatae rspld aor>structiion d terrrporary devices when TES PUN. THIS MM SHALI MAINTAIN®UKTIL THE PRIVATE I�QAD PAVING IS Q! _J ' --- - - - - -- r* IS iMNr�ler ODMPLM t�veR UII�lIt U Co6TA NVBIUE 3. De*m *am on plans dd not be nvmd w mo&W the epproya! Of ft EMghealrrg .. . 2) Ail DETEK AID TW GRASSY S NM2 9M IE CONSTRUCTED PRIOR TO ARf ' STORM WATER CO NM A TTER ? SSE RE lMANEi�IT !lITROL, ffJ111JRE5 AND s.i' Krt. t�•e9s ortr a fn A SMS EN FA�tC QI i -- - �- !� O o 4. The Oontraft shah t+esb e d eosbn aonttd &Moos t D wa1*q order to the satialbdJm d SHALL BE MAtNTAM DURING THE COURSE OF OO. b I RUCTION AND Amt CONSTRUCTION SECTION A-A o fhe CRy ba peer alder 00 run-off podtxkg nom. I5 ONUTE. A PEtMANEPfT IRRIGATION SYSTEM 1S REQJ= TO MAINTAM THE GR�ISSY SWALE AND W41 BE OMM AND OPERATED AS NEC SSARY 8Y TK DEYE O % UNTA RP-WATQfflEr— 5. The aontracbor shat Ir W sddMorral eo6bn oontrd meastxhs as may i negtrlred by the M PARCH 2 15 SOLD AT WMICH TIME FOR W KAP TEFIANCE OF Tif GRASSY FIOTE: SW ELEVATION 2 - STORM ORAgI Erpkrxr due ba an 1wnpldbe gracbg operatbn or urrbr+eseen chvrtrrtanoes whidr may aft 9M4E SW L K PAM ON TO THE OWIE1t OF PARCEL 2. ooalsnax.•r SEDYM arMM AM Q QMNNa. XWP To rt TRArgNG DEVICE 6. The Contractor shah be r+e9porMA and shat Rabe neon my PI smutlom too plasm pubk 3} AM Bt06�N MO SHIT tTAOL GRAVR 8AG DAM SHiALI. INSTRUCTED AS SW" ON SW 3 WAR THE OUTLET OF THE ONSIIE STORM DRAIN SYSTEM PRIOR TO THE WGIRXI tress onto ar+ees when Mr�pounded watsxs areebe a hsaardout vorrdtlon IA .. OF Tlf STORM ORAIN PEE. THE TE��ORARY SED�KTION aErPKTION DAM '••�: . �. A SHALL BE MIMMM 9Y ME OeVELM UNTL INSTRUCTION IS aMPLETE W ALL MTE � • s 7. Al erosbn Mro111mix E5 mound dx the � � .. �' • w'' � ` • . .. T�rE'A• ST�lM Q.EJMIOIIr pit a Da app►' Plrt dtrol be Uoorpor* low MO UTILiT1PS ARE WTMM. THIS MAY R MN "MZ REMO�IAL OF SILTS �'^ ':. ♦ sTD owo a9 (NOS) THE DETEP TION .,..._ Ir f0 STORM DRAIN PIPE BEHRO DRAM. " N . ,'. ` , w - — - - - -- — 8. traded arses must drain ltom the fboe d slope at the .. ' ••' z�r-� M� NeQu� lam Dom' m► �.. ':.. aondtelon of ach walk dr► , ' �•' '. , ♦ :� •,•. �• ' {, • • �� '• 9. Al rieno+i w womm devices st m shat be kv piece at the end of eel wabig wtren the Ave (5) doy rain p abdARy becast eaoeeds pow* (40%6 SE and other debris �' • .: +. .� . ' twee�r s - r 1 std be rernoMed dw each rairrfbA. ; ..::. �, l N ' rat sro oM+ls o-n Lbbb A � w•�-or u•r� 10. Should galloom, d fm to plaft eAbeaft co nga Of graded dtopes a=t'-0" e• -0' k1� M% wm age) pft to McNemar M the slopes 9W be WM pwdmd straw ingal! , In a000 inoe wRh Section 35.023 of Me Lgroslon SaAmerrt Control Nar of the Stabs of �wacxk wooctesuae� OOr b Depabi eat of Cmsnftm PLAN VIEW STABILIZED CONSTRU ENTRANCE STORM D OUTLET STF%UCTUKE NO SICU 3" PCC Coyer over Rftr WSW 6' M�nhnum Encasement Doer Pie #4's 0 it 0 Pie IL �iVC�N1 !'LTA Fib t 1 7t�0 lgClk t�llM t3N CII R/lll .. v` Q. Tr� t.fG 11Zb� e p > >o�aF�eararH�r�oN sfawN aN n r W Flt76MOtO eeM r ' 3" M Caw n , r r MCOCm�r rE s sY 6"Tf90k y1 i � #1 r ' ; r 1 1 NOCI(A M •., ` ti Corx�te t a kr�urd,klydlr� - .� �. �. N man IDIP DOSZDIG OR FRQS GRADE No!TE: hew 2.12" ReP (D3250) MM FVM TD EXl Ew r IAN "oN aOtrM Slam Drain j _ SIDE'S of oU w PEE m a Em m 4 " f11R'Tf� aear PBt TYrsG�t DErENTIDN ear OETAi. 3" Mn FM am over Rebar EAKTH DETENTION BEKM EAKTH OETEMN 13EKM AT OUTLET LOCATION _- 6" l�rrirrlla'tl dIIR Pipe 012'' O.C. Aolosr Pie NO SCALE W 34" Qontl=Xs r Min oMer 5001'rent �r eSN'T ESMT �- don r KW EARTH 8M PER DETMtI, SHEET 5 ; - r cmmbe "w Ir RCP MM Stm T_' - ' ? : r '�?T�:f ¢'_h i f�' t ''UT"'�il at r wM DETBR>011 ARdI t r .:t t� .mot r�: ,a r j , - - _rft�_'- ►i "r`,i'• OJ • t7�' J $ t1�' 1 _ i' �� rs = �'•�{;SL + i'ttT � '�['t'�_ -'�Si ' CT pa OETAL �rMl EaMCTH OETBrr>al crews Y_' tT�' =4 ?�' ' J I I .�aa a-� cogm !/61r 1TlR lI.EVM►'rDN ow ._ _ .- -_ _. -.. � - `'t� � _ — j- -- �— — GRA95 OR TURF' LM — — -- — -- -- — _ — — rE�QSTINC OVER Lvl=TURF wr&M RQMFORCEF=I OR EQLK r HP MX MCAL SECTION - FILTER SWALE S COYER PIPE ENCASEMENT NO SCALE WSW TYPICAL LOT SECTION ° Ci BRIA BRIA WSW W woiv�u m ir No. 26175 70 cpqL Prot�sa�on>�f - 7�OF CA��F� • aEwsoas mmm DATE DATE BE" MW SCALE "TAS FK DEPARWff A IIPPROVAIS CITY OF ENCINITAS ENGINEERING DRARTRW DRAWING NO. TpM Plus PREPAID LVW S� OF RED C LADING PUN FOR: �: � - � 0 1-o075 7652 -0 �. • o —_RLA cm TFM em vemcx _._ tw�E DA uo�ea►s ° ' S/ tar c3 01 194 ANPK W AYDM LEUCADU SHEET 5 OF 5 I IL P.G 01-075 KEWUKCE DEVELOPMENT COKPOKATION JNO1 -0028