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1995-4560 G (Plans) - IYATE T11 rLm, AN work shall be lane in aaaardanae wiih tins Sir fadard Specifications for Public Works t Enc initas Engineering D for an 1. A ,permit shall be obtained from he Ena g g P Y work „ within the street right -•of- -way, Construction (latest n }, the Sari Special Provisions to the�tarldard A" �`"" eattons far taroks c onatti tee by this San Dlega Re91m,al andords 2. The structural section shall ne in accordance with City of Encinitas Public Road Standards. Cirmnittes) and the Son ptsga Regional dax°d Cfrsrwings (latest edition }, R value tests shall be ri ,died prior to construction. 3. Approval of the Improve ent Flans as shown does not constitute approval of any construction outslde the eject boundary. 4. All underground 0111ttes witnin the street right -of -way shall be constructed, connected + c esut� f pig S . e a ' bct I I it and tested prior to construction of berm, curb, areas gutter and paving. i required, contact David Shaw at 436 -4134. the Private R Improvements as on this Plan seottis6es the requirements as stated in the 3" AC Pavement over 6" Ease II Bose Sails Engineer 1, s. 5. The existence and location of existing urodergraund facilities shown on these pions 1. In erase emergency wor k a eq I certify that vote gad ImP sla+eim eq a arch of the avolloble records. To the best of our knowledge, " g were obtained by so 2. Equipment and workers for emergency work shall be made available at Final Notice Approval far TPM 95 -116 and the Standards for Private Streets, there ore no other exsisting facilities extopt as shown on these plans. However, all times Burin the rata (October 1, to April 15 ), All necessary 6 AC Berm Std Deg G 5 -�-^°- 265 I.f. the Contractor is required to take precautionary measures to protect any existing g' then which is not of reword or not shown on these tans• materials shall be stockpiled on site on Ctatober 1 at convenient locations Export Road Cut (2:1 Max) Soils Engineer � 1,200 C.Y. an facility shown hereon and y o whr P to facilitate rapid construaztian of temporary devices when rain Is imminent. PCC Drainage Ditch Detail. Sht 3 10 11 .:.: 6. Location and elevation of improvements to be met by Work to be Done shall be Brian Donald, ROE 25176 Date ricer to construction of new work. Contractor 3. Devises shown on plans shall not be moved or modified without the License Expires 3134A S confirmed by field measurements p s approval of the Engineering In spec ©2000 tor. 12" RCP Storm Drain t45 11 .. will make exploratory excavations and 10004e ex till•g underground facilities sufficiently �` ahead of construction to permit revisions to plans if revisians are necessary because of actual location of existing facilities. 4. The Contractor shall restore all erosion control devise to working Concrete Encasement pratail. Sliest 3 order to the satisfaction of the City 16911neor 16 n after each run -off producing Reviewed for conformance with Private se# Stan Dotal Sheet 3 4 5 11 7. The Contractor shall notify the San Diego Gas and Electric Company prior to starting rainfall. POC Alley Gutter , r 6Ei F.f. work near Company facilities and shall coordinate We work with Company representatives. 5. The Contractor shall inetaB additional erosion control measures as may B Y -3046 Type F„ Catch Basin Std 0 ;. 1 so. . .„ �` " be required by the City Engineer due to an incomplete grading operation y �i, ate All Electriccil and Gas services within this project boundary are underground or unforseen circumstances which may arise. Type "G" Catch Bolin installations". For location of cables and gads plptng and appurtenances contact � Dwg'tf 1 ea. the Sari Diego Gas and Electric Company. Tei+sphtane: 1-800-422-4133. Detail, west 3 6. The Contractor shall be responsible and shall take necessary precautions � Stain Drain Outlet Stricture •.� fix' ' . "':,''" >• y : '� 1 ea. 8. The Contractor ;shall notify the Pacific Telephone Company prior to starting to prevent public trespass onto areas when impounded waters create ci work near Company facilities and shall coordinate his work with Company representott 9. hazardous condition. I �1� 6" PVC Private Sewer Main Std Dwg S -4 s --- s --- 135 Lf. H 7. All erosion control measures provided per the approved Grading Plan shall uti hilt sod fayinQ t'#Vtr All Telephone services within this project boundary are "undergroond be incorporated hereon. 6" PVC Private Sewer Lateral ---s ---s ----s 90 Lf. installations ". For location of cables and gas piping- and appurtenances contact Future Water and Sewer Services are required to be constructed the pacific Tele hone Company. Telephone: t- 600 --422 -4133, the to serve Parcels 3 and 4. These utilities, and others such as - p $. Graded areas around the project perimeter must drain away from unde as and electric, may be located under the oself Sewer Manhole Std pwg S 2 --- s $. It shall be the res of the Develo Devel to contact the utility agencies, advise face of slaps at the conclusion of each work day. 9 9 Y P , ' P Y a , g AC paving spawn on this plan. These utilities should be set Hoot 3 s t t of relocations it needed, 6 Sewer Main Cleo Std S- - ---0 1 sea them of the proposed improvements, and bear the cos f3. All removable protective devices shown shall be in glass at the end of prior to the placement a# paving and base nlater�ianis, „ each working day when the five (5) day roln probability forecast exceeds 10. All Television services within this project are underground Insta onw For location p ercent . Vitt each French Resurfacing CRY of cables and appurtenances contact Daniels Cablevis€on. Telephone: 1 4133, forty 40 ° it and other P ( Of vitae 62 Lf. rainfall. debris shall be removed a Firs e " _ l • rovide effective coverage Automatic fro spa` kters are required in the construction of view 11. Power sources and runs Serving street lights shall be shown an the As (Built t0. Should germination of Mydreedecl slopes fat top 9 improvement drawings. All sources shall be located within the dedicated right-of- of graded slopes 9O coverage) prior to November 15, the slopes shall homes on the parcels shown on this plan. OW e $, Conti I � Man h g y, ( or within easements dedicated to the City of Encinitas. be stabilized with punched straw €ostiailed in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of California It is qrTd that f d ditions may WIRP ' t 12.No paving shall be done until existing power pales are located relocated outside the Deportment of Conservation. that NxlBr oti h q areas to be paved, ran dens tea %e a�IS w �� ekeslrke for the proper completion rovnts, 13. Private rood improvements shown hereon ore for information only. City officials signature hereon does not constitute approval or responsibility of any kind for the I furthler Ogre+a to wank 4fl aft is tom$ wk9till existing design or construction of these private Improvements. 1t �;t y dad ' tttkl old fend to pursue suss work sletir�r "'' eat�y t� o sejvs avid independent 14. All luminaries shall provide true 90' cutoff, and allow no escape of light above horizontal. of any ottn4l wofi€ Fated aa• e�or frljr aolli ok C 15.The Contractor shall request from the Engineering Services Deportment a pre- construction meeting and shall provide at least 48 hours of notice for such a meeting. Phone number �+ ' 633 -2770. 16.The developer shall be responsible that any, monument or bench mark which Is disturbed S k� or destroyed shall be re established and replaced by a Registered Civil Engineer or a Coast , 2 Licensed Land Surveyor. Y C�� La Jokka, CA 9 `? (619) 436-71 17.The devote or shall mark the location of each sewer lateral and water service by chiseling •�"" the tatter : "S" and 'W respectively, 2 irtalhes high into the face of curb. 9� 26 18.The address each lot shall be painted an this curb in a manner and location approved Eraslisn Civatml p Insp ector. Ind the by \ 1 1 h4reb declare that t am the l ".. , I of W for this pre „ ' at thl 1 h. exercised p J14' trans Asslwa Mail s' /r 13 � 1 ,rat r s o il the ,fit i 6103 0 the, lousiness Exact So Cal Cris 12 19.A11 work shall be done in accordance with the Standard Specifications for Publ Works p an re Chi af4d is Carafe With tlfraalRt stdfldib4k9. Construction (latest edition), the Son Dieu Standard Vpeei Provisiaras to the Standard .. .� Exist 12' AC Ntrter Mein eai#iaations for Pu Works Construetion (adopted by the San 0lega Regional Standards ,./ I un 1s:'tai nsl that the of $"o t Iis m4 ificatione b the City of Encinitas is C mmittd project des ign. and ;t art Diego iegional Standard Drawings (l edition). `� � caned to a review only and does mart r ve ril all ineer of �, of responWitee for Exist " WP Savior mob ,,,c, �`� `�� civic C 9 UMo I'!'ieflCi�orporAtlZtti y`' BRIAN '• `' `" r� 1 Encinitas lvd Suite 201 "; cu,aa' Exist 4' Gas Moir \\ C ltaS, CA 92624 619 942 - 1106 Fax (M.) 942 -2514 Protassionai E«rsti Erisemeri fir / C!/# # 4 7j S iJfi�l 10 i'A y O ,YLM JL° POPISdP .' a n w Parcel A* >n 7PM 95 -118 lay Date i'am' . CpP ® " MMM1tl wS4 BRIAN OKAP 26175 Exist 8" AG Water Mom LiC 1 ajree 1 (� j Av''6l"Ive C3rCi' , �'CA 92007 E ��a C.vrL ry'•, v oft thwest Quarter of Northwest Quarter) of Section Twenty -Two, # PST , T' '�"` . • . '` IY UoriLia 1t Bern In the y N San Be na dulo Mendwn, Cityy of Encinitas, �, No �. : "� ding to United States GQ�mment 9,rvey opprov�l & 1 • . 2617$ a � Atpr 1�j iS m No Same CIVIL fib [kite o & n Professional 6. c ''�''•.. ..••' ' , 1`T5 APN 210- 620-21 alt 21 N o By ( fN, "', E� ' 1Aasnsa E 3/ � 1i` e c_ D oti PIIM.gYitiA - ' al L5 CL N I RING D EPARTMENT D RA WI N G A SAE C ITAaIR pPI�TMPdl MOMS �)� � ���� NITA E G NEE _ Q D AWI G NQ �� s IhATE �Es DAT1« BENCH M I� EM _ RE QN " " D N SUPERWSION OF AP _ ,: County of San Diego benchmark No. SE 5 PLANS ptTFRARE UNDER 1� it t>Ca Located Westerly of the Railroad Tracks approx for the ImproYemehi� DDS . DATE: ! RYt B"k {+ 1� A r Y Y j HORIZONTAL NIA Private i o "T'5CJ0 0 + fast Northerl of the Pro ject S ite. c- Record from "County of San Diego Vertical Control B �@��� � � � RC,E. NO.: _�1� DAY-E. �r- �q �'� OATE Data, North Cauntyl . VERTICAL _ _. ate BRIAN DONALD TM . { Elevation: 100.60 Datum: MSL Ems• K IaROJECT N0. SHEET I OF 3 e D Co N 9 -Q C esaurc eve p J_ I T� 121 UMIA 0 RM „r.. _ _ m pg MO- 400 2 -- now .. No Olt: per DeWl St 3 ILE 2+00 3+00 M - — – R t +4 if! r = IV Horizontal I" 8' vertkA -- _ Q CID Al ru 2 ra ,� f /Klr J' L f� a 1 r� t� t ,._.y .Y.n: { ry 1 ^�/� �_y� �N .': I i : ..:: .v 5n. / '.:<.. .., .. ,.. !} � is ' i "'„+: r• !¢. vr.. .. <,,: t: ,r.:n y. . �; S S 3 S 1 < i 5GA � T SCALE: T'-. icy 1 � +«wr I 2 :1 Gut ft « LdvM t ` E PJ11 C) „.111,. -1/ Aa QUILT Icy NAI DQ Profexsia " L - g Date _ BRIAN DMU 1 26176 "�. + ^•.....I �' L,ieer►se Expires 3/31/02 NGi�'i i 6G "A OJT DRAING NO. � 1. AFawR3 * REi&tERkCES iAT6 BNCNARI SCALE - Count of San Diego Benchmark No. "SE �” PLANS #'REPIkR1vD UNDER �ER�I�+I Qf C►k�tt� �t#�14q APP 1� �"1 X41' t �"t El t�� S Y Located Westerly of the Rokood Tracks ofiprox DATE: SY TY EIJGI r1"iYate �IQ " 8013 feet Northerl of the Project Site. HCMZ04TAL 1" = IV �� �� 0� '� fteo"o from County of Son Diego Vertied Control R.C.E. NQ.: � ' ZI . RATE ' Z - f$ OA]E f3pta, North C ou nt . t�EiZTiCAL 1 " ° � 7t{ "118 +SET . OF Dala Elevation: 100M Datum. �iSL 1ECT 111a GO 8Y8 t�tOt"&CIOM o SECTIONS AND DETAILS f KIVATE EA EMENT ROAD for TFM 95 -118 11 1 0 17' OICI Varies ._3 3" 3' - 6 M in• - " Min. _ aTORM DRAiN ENCASEMENT No kale ultimate RA"l S _ 25' Vertical Curve Frame and Grate - 2 eci 40) o, per Std Dwgs 0-13 4 D -15 doe of Esmt w Y 10go -+-- F °!It• �'. .:" "4 :p ^- 'w . ,:,.,�., :�„� - ' e ' • rc+ 6. ' r n �y'-� .� -- -- - Flowllne oP I/2 wide Drainage Grove 4 o,c. �, Sets QF 4 - #4's Around Pipe fs °° " - - Two 7 �, y Rebar and Concrete Thickness per Std Dwgs D -16A � B P/L M. Single Box Culvert with Span = 3 Cover less than 2' and H = 2' 2 9 �`..• ° ��' 12" RCF Storm Drain _ B 6' - 5olid Concrete Transition I Box avert Sec tion Private Driveway per Gradin Flan per Grading Flare T`r R ;t� e. z4 r^ ' 2 1 s - ® Additional Supports between Grate Frames. 2 - 3'x3' x V2' Steel Angjles x 2'5' Long with one 112'A Attdtor at each and of each angle as shown on Std Dwg 0-13. `V i. =!r - 5ECTION - OUTLET DRAINAGE 5T1 UCTURE l AC Aawmdrt and Bte tnec�h7rot' Sxltas to be At LLtte f ngm�oer" of Im I o ; I -Ife .:?f„', Sep -aaa l J3efow renstnicfiorr hosed on R- lktkre testing oV1� ,,.... TrofRc AHtt , 6" , f,7rrsr•� ( 71e. A ff Aoaw, im s� Au ffx .shot/ * µn wiles �_ � �r III and Cowate Thickness per 5td Dwgs D -"16A 1 1 5 nvN Private Easement Road with 5 =3', Cover less than 2, and H=2'- Flat Invert _ Typical Section No Scale 21'- 5torm Drain Outlet Structure A 1/2 Grooves @ 4' o.c.. :.. e. .+ 1 ... • e.. !.: , +'. 1 4 .,.. —. a. J� e �. ^ • R .e.� .,• 2 A y "a ° t • .I • '•! " 1 ate. ! a .. . ° °• • 'I Frame Y d - 2 Il .,.• �,� w, s A � �., f Gf KA GrQtPi - 2 Pia I N Section: 1'ransftion per 5td Dwgs D -13 4 D -15 Box Culvert Section C Z Crack shown on�PAcn .T - -- - - - - -� - 1 ' 7 " Roo "vs ( TW' FLAN - OUTLET DRAiNAGE 5TKUCTUKE :. _.. AC Pt aver Base 2500�psi PCC with O 6�,ri0xtfJ ire Mpsh,,�` °�• Deta A11e�Gutter IT — — - -- (N, ?SCALE) a n "a ya s. s.r6•Nr G] E; , Date N t om" . EL:IMN, ',41.0, RCr 26175 ...� C" e '' � L6Cr'e;"�• i'.IPES ���1��2 �- Fµ �3;' _ .'a a �' rs@ u•a a! � � • `"' - ' �.. ..,. ...• \ /� � / fy • d"'4 x A4 • `�� 0 ",ms.n "M1°� A.`..a'• W 1 T • 0 '� �. '^" ".'y ys � REVISIONS APPROVED DALE REFERENCES GATE BENCH MARK SCALE DESIGNED BY CHECKED BX � a APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. " p"�! ""!y N "` "°t "� ' f' - -- ( -® • -- County of Son Diego Benchmark No. " SE 5" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D Located Westerly of the Railroad Tracks approx PIanS fo the Im provement O _._ - ___ _ -__., __._.__.. 800 feet Northerly of the Project Site. HORIZONTAL N/A �� DATE: BY: �• ` 9-- BY: +_ Record from "County of Son Diego Vertical Control' CTY ENGINE {� J 4560 Data, North County" F VERTICAL N A R.C.E. NO.: 26175 DATE: G- F DATE m° P r iva t e Easement Road Elevation: 100.60 Datum: MSL B RIAN DONALD EXP. 3 /31 /oZ WORK PROJECT NO. rl'M 95-118 SHEET 3 OF R esource Development Corporation JN97.017C