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HomeMy WebLinkAboutR_5823_SGENERAL NOTES 1. All work on this project shall be performed in accordance with the latest edition of the City of Newport Beach design criteria standard special provisions & standard drawings for public works construction, Caltrans Standard Specification and Plans, and the Contract Documents. Plans and specifications are made a part hereof as if spelled out in their entirety. . 2. Contractor shall notify the City's representative and all other interested parties at least rorty-eight ( 48) hours prior to the start of worl<. 3. At least forty-eight (48) hours prior to commencing construction, the Contractor shall contact the Regional Notification Center (Underground Service Alert of Southern California -U.S.A. at 1-800-227-2600) and request that utility owners mark or otherwise indicate the location of their facilities. Before commencing any excavation, the Contractor shall pothole and expose the existing utilities at all crossings and at the point of tie-in; then contact the City's representative so the elevation of the existing facilities can be verified. The Contractor shall take oil necessary measures to protect all utilities and all structures found at the site. 4. The Contractor prior to beginning construction shall obtain all required permits and have o current City business license(s). 5. During all phases of construction, including suspension of work, until final acceptance of the project, the Contractor shall observe, follow, and implement all the requirements of the NPDES and Stormwater Pollution Prevention Program and keep the work site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping, and sprinkling with water and using dust fences or other methods as directed by the City's representative throughout the construction operation. 6. The Contractor shall keep a strict record of all changes and submit this record to the City Public Works Department. The Contractor shall also coordinate transferring "As-Built" information on the contract drawings and deliver the certified "As-Built" plans to the City before the final acceptance of the project shall be filed. 7. The Contractor shall exercise due care to avoid injury to existing improvements or facilities, utility facilities, adjacent property, and tree and shrubbery that are not to be removed. All damage caused to public streets, including haul routes, alleys, sidewalks, curbs, or street furnishings, or to private property shall be repaired at the sole expense of the Contractor to the sotisfoction of the City's representative. 8. The Contractor shall designate and keep on the project at all times during its progress a competent superintendent who shall not be replaced without written notice to the City's representative. The superintendent will be the Contractor's representative at the site and shall have authority to act on behalf of the Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. During periods when the work is suspended, the Contractor shall make appropriate arrangements for any emergency work. which may be required. 9. When the work or any portion of it is sufficiently complete to be utilized or placed into service, the City shall have the right upon written notification to the Contractor to utilize such portions of the work and to place the operable portions into service and to operate same. Upon said notice and commencement of utilization or operation by the City, the Contractor shall be relieved of the duty of maintaining the portions so utilized or placed into operation; provided, however, that nothing in this note shall be construed as relieving the Contractor of the full responsibility for completing the work in its entirety, for making good defective work and materials, for protecting the work from damage, and for being responsible for damage. 10. The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public, and he shall have under construction no greater length or amount of work than he can prosecute properly with due regard to the rights of the public. Convenient access to driveways ond buildings along the line of work shall be maintained and temporary crossings shall be provided and maintained in good condition. Access to businesses and residences shall be maintained at all times. 11. Until the acceptance of the work, the Contractor shall have the responsible charge and care of the work and of the materials to be used therein (including materials for which he has received partial payment of materials which have been furnished by the City) and shall bear the risk of injury, loss, or damage to any part thereof by the action of elements or from any other cause, whether arising from the execution or from the non-execution of the work. 12. In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all state, federal, and other laws, rules, regulations, and orders relating to safety of workers and all others. This may include the issuance of personal protective equipment. 13. The lands and rights-of-way for the project to be constructed will be provided by the City as shown on the plans. The Contractor shall make his own arrangements and pay all expenses for additional area required by him beyond the limits of the City's lands and rights-of-way. The Contractor shall furnish written copies of all permission granted by private parties for access or use in relation to this project. At the end of the project and prior to final acceptance the Contractor shall obtain releases from all parties where permission was granted. 14. All underground utilities or structures reported by the owner or those shown on records examined are indicated with their appropriate location and extent. The Contractor, by accepting these plans or proceeding with improvements pursuant thereto, understands that he agrees to assume the liability ond agrees to hold the City harmless for any liability for damage resulting from the existence of underground utilities or structures not reported to the City, not indicated on the public records examined, or located at variance with that reported or shown on records examined. The Contractor is required to take due precautionary measures to protect the utilities or structures found at the site. II shall be the Contractor's responsibility to notify the owners of the utilities or structures concerned before starting work. 15. The Contractor shall perform all survey work and layout street centerline and field verify their conformity to the grades and horizontal alignments shown on plans. 16. Plans do not show all abandoned facilities. Facilities encountered during the prosecution of the work, which are in conflict with work and determined to be abandoned, shol! be removed by the Contractor as required for the work. Full compensation for such work shall be considered as included in the bid prices for the items of work necessitating such removals. 17. The join between the existing and new pavements shall be sealed. 18. No excavation shall be left open after working hours, unless specifically authorized and adequate protection for traffic is provided in accordance with the Ca!Trans General Provisions -"Protection of Traffic." Backfill and pavement replacement shall be performed in occordance with the CalTrans General Provisions "Restoration and Repairs in Rights of Way." 19. Imported borrow, if any, shall be tested for corrosive properties prior to placement, have R-Value greater than 40 within 1.2 meters of finished grade, shall be non-corrosive and have an Expansion Index (El) of less than 21 or Plasticity Index (Pl) of less than 12. Non-corrosive requirements shall be based on Caltrans' Guidelines (1996). All imp'orted borrow shall conform to Section 19-7.02 of Ca!Trons Standard Specifications (July 1999). CONSTRUCTION PLANS .. FOR THE IMPROVEMENT OF Il MARINERS VILLAGE CITY OF NEWPORT BEACH APPROVED· R.C. E. 361 06 ECJ0.R OF PUBLIC WORKS L// APPROVED: ID~ ~~fl ......C~IT-Y=E=N-G-~~E~=ER"-'9"""'!,'l.=--.E-. -2-49_6_7 ____ _ p ' I. LOCATION MAP N.T.S. DATE: ---==,Giµi:",Lfa_°-_~ __ /~ DATE: _:s:::.;../=-s~/ 0:..:::3:...__ I I PROJECT SITE APPROVAL RECOMMENDED UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVAL RECOMMENDED SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SHEET INDEX DWG. NO. t.1 U.1 U.2 C.1 C.2 C.3 TS.1 L1.1 L 1.2 L1.3 L 1.4 L1.5 L2.1 L2.2 L2.3 L2.4 E1 .1 E1 .2 E2.1 TH.1 TH.2 TH.3 DESCRIPTION tffLE sFftEt EXISTING UTILITIES EXISTING UTILITIES CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS TRAFFIC SIGNAL MODIFICATIONS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING DETAILS PLANTING DETAILS ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL UTILITY COORDINATION ELECTRIC: TELEPHONE: CABLE 1V: SANITATION: WATER: BASIS OF BEARINGS SOUTHERN CALIFORNIA EDISON CONTACT -AL O'HARA WESTMINSTER, CA 92683 (714) 895-0288 SOUTHERN CALIFORNIA GAS COMPANY CONTACT -JAMES BEVANS COMPTON, CA 90220 (714) 634-3041 PACIFIC BELL CONTACT -DOUG GALVERY ANAHEIM, CA 92807 (714) 237-6156 ADELPHIA CONTACT -JOE BARRIOS SANTA ANA, CALIFORNIA 92705 (714) 338-2081 COUNT!' SANITATION DIST OF ORANGE COUNT!' CONTACT -BOB CHENOW!TH SANTA ANA, CALIFORNIA 92705 (714) 593-7318 CllY OF NEWPORT BEACH WATER DEPARTMENT CONTACT -MIKE SINACORI NEWPORT BEACH, CA 92658 (949) 644-3342 ~ COAST HWY. BEING N60'06'03"W BETWEEN SPIKE AND WASHER STAMPED CALTRANS AT THE INTERSECTIONS OF RIVERSIDE AVE AT COAST HWY AND TUSTIN AVE AT COAST HWY. BENCHMARK COUNlY OF ORANGE E.MA SURVEY MONUMENT 3K-23-68 ELEVATION = 3.171 m R-5823-S APPROVAL RECOMMENDED MARINERS VILLAGE LANDSCAPE IMPROVEMENTS TITLE SHEET SHEET 1 OF 22 N l!) <'-i .,., 0 "-.. N 0 "-.. l!) O> " -.:, Q) -5 ti> -Q) " .c (f) / (/) Q) -" 0 u /4 N 0 .,., 0 m ~ N ,:: -, -l i \ 7' I u t1 .... lJ ' \l ~ ~ ~ LF :r: o_ _J w 0 <( - I I • -----~--------- r--m ooZ ..__, LL. 00 0 ~i:: O-U I o_ §; r--m oo z ..__, LL. 00 0 ~ i:: O-U I o_ u > m z LL. 0 -. lf) X tD ..__, -_) . 0.040 (1.5") CONDUIT-CALTRANS 0.200 (8") VCP-CITY OF NB 0 0 I') 0 _o 0 N O_/- PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTIECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATIED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTIED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND, WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITIE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY -.,. -' .i,.~ ~--;, ___ -·-'°'-·.:.,--, LEGEND1 C = TRAFFIC SIGNAL CONDUIT CATV = CABLE TV E(UG) = ELECTRIC (UNDERGROUND) G = GAS SD = STORM DRAIN SS = SANITARY SEWER w 0 if) I ::;) 0 f- ::;) 0 z 0 0 I 0) SSFM = SANITARY SEWER FORCE MAIN T = TELEPHONE W = WATER r lf) 0 st 0 0 0_J • _J nw ..__,m 0 co~ () o_ 01 I :::,;; Nw 0 0 0 lf) 0 0 if) u 0 I g 0 ID 0 0 0 N 0 0if! • z ~ <( ~ Cl'.'. ..__,1-c _J 0 <( '¢ u 01 • f-o _ ::;) 0 z 0 0 w u if) ---,---1 --- -::;) ._-o 0 if) u 0 I o_ u > 0 tD 0 0 if) u 0 I _J l;i 0) 0 SCALE 1 :200 E(UG) ----' R-5823-S I ,----------------------r---...,...--,----------------,----...--------------..-----------------------------1:::> ,;; APPROVED MARINERS VILLAGE ] ,~;;]~_ LANDSCAPE IMPROVEMENTS g_ ~~ ~~ ~ r r ~ ,.,, i:: r . ., --... r . r ' ~~=~ ~~~=c<;ON'flNUOUSlY~AND-NOT--BE-llMl'IED~TO-NORMAlWORKINGcHOURS;~ND-THA'f~TIHIC=~==~ CONTIRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL etric DIAL TOLL FREE 1-800-227-2600 -AT~[EASl~iWbDAYS~ '"'-.-RcE 38798 ~·t PUBLIC woR~sE_.,NUMBER ____ EXISTING UTILITIES i ''< ~Exp:"03/31/05~ * -1~~~1~~--'-l---=~~~-~-~~~~=f-c---'--toX'ii--~~~~~~~~~=-=1~~====~~~--~~~~~~~~=--~~~~~=I-0~-~~~•----~- N ENGINEER HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CIVIL ENGINEER. l---l---+--------------l----+=---------,---------11---------------------.--------10 DESIGNED DRAWN CITY OF NEWPORT BEACH U.1 ~ 1--------1~ PUBLIC WORKS DEPARTMENT SHEET 2 OF 22 ~ --------------------------------------------------------------------------.I...--------------------...L-----------------------.1...------..1..------..L.--------------------L-------...I, BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~~ DATE BY DESCRIPTION APP'D MARIE MARSTON, P.E. DATE REVISIONS CHECKED DATE 0 ..- ;!: (\I CW') (\I 1- w w zw _J: ....I (J) :cw ow I-(J) <( ~ w u (.I) I => 0 1- =i 0 z 0 u I O> m CL ,--. If) . 0 -sj- 0 0 Cl (fl (fl f--------H--G ---4-----~ -~-~ w --// I . __ ,:·,--_ i i(') ,c~ __ SS FM___ SS ;M-__ -= = SS-FM--'----~-'-S\ ij _j _J w CT1 0 0:, -o ci c!]·- G ~ w (.I) z <( c:t: '::; <) I !::: => 0 z 0 u L[) 0 v 0 0 0 ·v 0 0 0.050 (2") M-SO CAL GAS ADELPHIA 5---CONDUIT DU-SCE 0.200 (8") VCP-CITY OF NB 0.150 (6") ACP-CITY OF NB LL. 0 ~ u I (L ~ ,.._ 0:, _____, 0 0 N 0 ___ e_fric ~ u I (.I) u u _j :ii: ,.._ • -sj- N _____, 0 _J _J w (D :i (L I => D I 231 +50 0 0 N 0 I I I !o -------o N 0 ,--. / I :: N Ii ~ COAST HWY ---------------------------------•·C~Cc I ----------------- 232+00 ---~--------------------------------~-----~-----~--------------------------.------------------------------------------- 0 t') 0 0 0 O> 0 ci • I V _J _J w m 0 I.Cl v 0 I t') SCALE 1 :200 R-5823-S en ~ " N I ---------------------------------------------------------------------------------------------1=> / APPROVED MARINERS VILLAGE il LANDSCAPE IMPROVEMENTS ~ ~ r RCE 38798~~) PUBLIC WOR~~/NUMBER____ EXISTING UTILITIES i ~~,~;# ='"-~D~A~TE~i-=B~Y-i~~-~-DE~S~CR~IP=ll=ON~~~--~i=A-P=P~.D-:;-sTI 1 c"GN=E= 0 ~~~~D=R~AWN~-~-~,--=---=c~-=ITY=--=0-F~N=E=W=P~o~R~T~=B=E=A=C=H=-===u==.2~==~ f~~~t----'--~~~~- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~ ~ DATE REVISIONS CHECKED DATE 1---------1 ;:1 PUBLIC WORKS DEPARTMENT SHEET 3 oF 22 ;)-MARIE MARSTON, P.E. L------------------------------------------------------------------------------L----------------------1-------------------------1--------L-------.L.--------------------.....11.... ______ __. _, l ::c C w V > <( w 0 -(/) a: w > -a: r-1 •, __ -------------------------/;'!_~-------0-- TREE WELL (1YP) :; SEE SHEET L2.1 ~ 229+ 73.235: SPIKE & WASHER i rv T IMPROVEMENT (TREE WELL OR ------- CATCH BASIN OR UTILl1Y PULLBOX) 0.343m 1YP. -I I WHITE, 100mm WIDE, 2 COAT PAINT (1YP) -___,- f--o.45 RELOCATED I _,,..--PARKING ~ METER CURB FACE I I 0.686m 1YP. -i----4-2 ~ E i-----co-5.5m ------5.5m __ ___, N 11.0m CENTERED ON PARKING METER 0.. ~ 0 PARKING STALL & METER DETAILS NO SCALE GENERAL NOTES= 1. TRENCH REPAIR PER Cl1Y STD PLAN 105-L-C. 2. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. ADJUST ALL UTILl1Y PULLBOXES TO GRADE. ,--, ,-, . I ,- '·-•j 'J'-- 1 0 oq- N l[) 2 NEWSSTAND 2 B 4 T ;l I- 230+42 6 ;l 1- 100m m SEE DETAIL C SHEET 5 LIMITS OF IMPROVEMENTS ··sAWCUT CB <i (1YP) ,..-1 ·-f/ -i __ j. :;;; O, + 0::: ·/2 u.. COAST HWY --r'-1H1~----~ -- p \'. 0 '(:j-:· ~_,-- R/W ;l I- 1YP m ;l CONNECT TO EXISTING - 152mm CIP 231+00 +- SCALE 1 :200 IO I-w w J: (/) w w Cl) 0 .... + 'I"" C') C\I • <( I-(/) w z -_J J: 0 I-<( ::iE ~--~-:~---:· ··: ~------'---,~-, -._ ~--,--'----±£~~-[ ____ -,_ ---- L.___ ____ ______ __ ______ _ -: : -_--: ___________ -~~> J~=-=-,:::',--~--L ---~--------i ___ _ PLANTER PLANTING PER -SHEETS L2_ 1 ~,S,1,::>J & L2.2 ts,~~<~ 600mm WPJ @ 3m O.C. MIN -.-·-. PLANTER CONSTRUCTION B NO SCALE 0.6 (229+95 to 231 + 1 6) 0.3 (231 +35 to 231 +65) SAWCUT R/W PRIVATE PROPER1Y~ ---JI AC / PCC PAVINGL2.J E TRAFFIC SIGNAL CONDUIT g SEE SHEET E.1 ..,;- 1.8± E E 0 0 15.240 I\ \J 1 CURB & GUTTER LANDSCAPE CONDUIT CONSTRUCTION NOTES= 0-CONSTRUCT 100mm ( 4") THICK PCC SIDEWALK -MATCH ADJACENT PRIVATE PROPER1Y JOINT LOCATION/PATTERN. ~ FURNISH & INSTALL AP IRRIGATION CROSSOVER PER CAL TRANS STD PLAN H-8-SIZE ~ AS NOTED. 1.07m MIN COVER 0--CONSTRUCT DRIVEWAY PER CALTRANS STD PLAN A87 & DETAILS SHEET 6. (,\__ CONSTRUCT 150mm (6") THICK STAMPED PCC -MATCH ADJACENT PATTERN & ~ COLOR (';\_ CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ASSA, CASE E. SAWCUT, REMOVE V & RECONSTRUCT ADJACENT PORTION OF PCC CROSS GUTTER AS REQ'D 0-REMOVE EXISTING VARIABLE DEPTH (178mm to 230mm) PCC PAVEMENT LIMITS AS REQUIRED FOR PLANTING AND IMPROVEMENTS 0-INSTALL PARKING STALL MARKING PER DETAIL 1 SHEET 4. 0-RELOCATE FENCE & GATE ASSEMBLY -MATCH EXISTING INSTALLATION METHOD. SEE DETAIL 1, SHEET 5. 0-RELOCATE PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRAWINGS PLANS STD-922-L AND DETAIL 1 SHEET 4. @-FURNISH & INSTALL 25mm (1 ") WATER SERVICE PER Cl1Y STD PLAN 502-L. @-RELOCATE & RECONNECT WATER SERVICE. RECONNECT TO EXISTING WATER METER. DISPOSITION NOTES= 3. REMOVE CONFLICTING EXISTING PAVEMENT STRIPING & MARKINGS. TYPICAL SIDEWALK CONSTRUCTION A & PROTECT-IN-PLACE -ITEM AS NOTED 0-RELOCATE -ITEM AS NOTED 0-ADJUST TO GRADE -ITEM AS NOTED 4. ALL WORK & MATERIALS SHALL CONFORM TO Cl1Y STANDARDS & REQUIREMENTS. 5. EXISTING WATER SERVICES SHALL NOT BE SHUT OFF WITHOUT APPROVAL FROM THE Cl1Y WATER DEPARTMENT. CONTRACTOR TO NOTIFY WATER CUSTOMER FIVE DAYS PRIOR TO SHUT OFF. 6. AC PAVEMENT TO BE REMOVED SHALL BE SAW CUT FULL DEPTH. =~---'-"-!-~7~ll1E aSIN-BE'fWEEN-THE~EXISTING~AND~NEW=PAVEMENTs~sHAlL~sE~SEAl:E~~= 8. A TACK COAT SHALL BE APPLIED TO ALL VERTICAL FACES OF EXISTING PAVEMENT, CURBS, GUTTERS AND CONSTRUCTION JOINTS PRIOR TO INSTALLATION OF NEW PAVEMENT OR CONCRETE. NO SCALE R-5823-S Di APPROVED UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEET 4 OF 22 (I) .,. N ~ n 0 --...._ N 0 --...._ If) O> "' -0 ~ I u / (1) ~ <I) 0) _L If) / V, 0) "' -0 0 u -/'. N 0 n 0 er, ~ N --:-:--, -. -;t, 7' ;2 ,.., 7' \.f .::: -,-r ;i: ll' f"I 7' 1 IJ (j t- i.I I V -' ' r r ~ I-"-v-,_ w w :::c Cl) w w Cl) ' z ' /! 5 z -I- C/) ::> I- . ,"" ,u ; : i='\/ I ' r I I I I I /R/W 0 ,... l~------J REE-WELL (TYP) + ,... Ct) C\I • < I- Cl) ------------ 1--, ·---·,==·-------·------1 • 1 ,---,-,~--, ,·- \ I j/ ..;;::.--" .. ~~,-,, .. ----::. _\,__/_ ~---- +I E E N co r--- ---------------- i 231 +25.656i SPIKE & WASHER PED POST PCC PAVEMENT CURB & GUTTER z +I +I ::,; +I E E E E E E E E -st-0 0 N <D 0 N N N LO 0 N ~ ~ ~ ~ SEE SHEET L2.2 231+44 100mm SEE-DETAlL C HEREON f-', :·:-' ,' -; 23i +50 FENCE 1 0.200 (8") SD-CALTRANS ;;~~~:;~=ft:--:;;;-~~~~:t~;~====t~~~~~~~j;._~~~~--- 0.150 (6") WATER -CITY~ 0 n \_0,914 (36") 0.610 (24") VCP-OCSD 9-CONDUIT DU-SCE IRRIGATION CROSSOVER CONDUIT IRRIGATION CROSSOVER NO SCALE GENERAL NOTES= 1 . TRENCH REPAIR PER CITY STD PLAN 105-L-C. 2. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. ADJUST ALL UTILITY PULLBOXES TO GRADE. 3. REMOVE CONFLICTING EXISTING PAVEMENT STRIPING & MARKINGS. 4. ALL WORK & MATERIALS SHALL CONFORM TO CITY STANDARDS & REQUIREMENTS. 5. EXISTING WATER SERVICES SHALL NOT BE SHUT OFF WITHOUT APPROVAL FROM THE CITY WATER DEPARTMENT. CONTRACTOR TO NOTIFY WATER CUSTOMER FIVE DAYS PRIOR TO SHUT OFF. 6. AC PAVEMENT TO BE REMOVED SHALL BE SAW CUT FULL DEPTH. C • '7,~fHE-dOIN--BRWEEN~TH E----EXISfl NGc•AN G--N EW·PAVEM ENTS--SHALL BE~SEALEG~; ·~ 8. A TACK COAT SHALL BE APPLIED TO ALL VERTICAL FACES OF EXISTING PAVEMENT, CURBS, GUTTERS AND CONSTRUCTION JOINTS PRIOR TO INSTALLATION OF NEW PAVEMENT OR CONCRETE. STL-OCSD \ j ' I / ,' Gi DWY L ------------• ----0 ------------ CURB DRAIN ----2 100mm 1 100mm COAST HWY -r .. _ ... ___ _ / RELOCATE GATE SUPPORT /FURNISH & INSTALL ADDITIONAL FENCE AS REQ'D MATCH EXISTING MATERIALS. Q .) Dt.'1 .v, -SIGN 1 --- I l I I GATE INLET _-TRACK 1 / I u: TREE WELL ---· --·-------·----' '----- ~,_,,,,.--~--·~\1:.::· --------------.. -, " '- BAYPORT YACHTS 2530 COAST HWY RELOCATE WATER SERVICE ~~OUND TREE WELL & RECONNECT AS REQ'D ',;, 1 2xGM --~-'"----__ , ___ . ~-~,J. 1 FENCE H WM FENCE RELOCATION DETAILS 1 SCALE 1 :100 !' J ·, .. , ___ , 3 ,' ; r _____ : Lt __ 100mm El/I 2 100mm 1 232+50 --1 T SCALE 1:200 -,---------~------------~ -------------~ -\ r----- ___ '\L ---- CONSTRUCTION NOTES= 0-CONSTRUCT 1 00mm ( 4") THICK PCC SIDEWALK PROPERTY JOINT LOCATION/PATTERN. -MATCH ADJACENT PRIVATE 0-FURNISH & INSTALL AP IRRIGATION CROSSOVER PER CALTRANS STD PLAN H-8-SIZE ~ AS NOTED. 1.07m MIN COVER 0-CONSTRUCT DRIVEWAY PER CALTRANS STD PLAN A87 & DETAILS SHEET 6. 0-CONSTRUCT 150mm (6") THICK STAMPED PCC -MATCH ADJACENT PATTERN & COLOR r':\__ CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A, CASE E. SAWCUT, REMOVE ~ & RECONSTRUCT ADJACENT PORTION OF PCC CROSS GUTTER AS REQ'D 0-REMOVE EXISTING VARIABLE DEPTH (178mm to 230mm) PCC PAVEMENT LIMITS AS REQUIRED FOR PLANTING AND IMPROVEMENTS 0-INSTALL PARKING STALL MARKING PER DETAIL 1 SHEET 4. 0-RELOCATE FENCE & GATE ASSEMBLY -MATCH EXISTING INSTALLATION METHOD. SEE DETAIL 1, SHEET 5. 0-RELOCATE PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRAWINGS PLANS STD-922-L AND DETAIL 1 SHEET 4. @-FURNISH & INSTALL 25mm (1 ") WATER SERVICE PER CITY STD PLAN 502-L. @-RELOCATE & RECONNECT WATER SERVICE. RECONNECT TO EXISTING WATER METER. DISPOSITION NOTES= 0-PROTECT-IN-PLACE -ITEM AS NOTED 0-RELOCATE -ITEM AS NOTED ..... sj- ('J -I') 0 -....,_ ('J 0 -....,_ LO c,> 3' -0 0-ADJUST TO GRADE -ITEM AS NOTED R-5823-S 1 .------------------------.--..--------------,-----r------------,------------------------;~ APPROVED MARINERS VILLAGE ] ~;;;,cruis; LANDSCAPE IMPROVEMENTS ;;; t r < r -) r r ' u ' 1--I' ~~MA ~ [:~::~o:;:; ..... _____ --,-~--~~~~-~ __ .. C ...... ____ :::_ 1 c_w_oR~:~~E~-DI=~~~~: _____ CONSTRUCTION DET AIL .. ~S==·~·······•• .. •• 1--~ ____ _ ~~ 1----+------+------~---+--=-~---_-_-~-=-~------+---------.----to ~,: CJV\'-DESIGNED DRAWN n 11 • -,. _ I L9!_CAc' DATE BY DESCRIPTION APP'D CITY OF NEWPORT BEACH C.2 ° -c1tLc;-,,~~~~~c-.c~~-~s-:"'-""i.·--0~3 --------1 ~ MARIE MARSTON, P.L DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 22 _,_-: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1_ ________________________________________ ....1,_ ___________ ....1,_ ______________ ....L. ___ -..1... ___ __.__ ___________ .,__ __ ____,.., 1- J: (!J -a: ~ 0 ..J w ca w w CJ) w z -..J J: 0 l- e:( ~ L GENERAL NOTES= i ! ! L_j WM 3 232+10.408 JOIN EXIST TOP "X" 232+10.886 JOIN EXIST BOT "X" SCALE 1:100 1 i i i4 • I i JOIN EXIST TOP /X" \ .__ 231 +66.164 JOIN EXIST BOr"x" 1. TRENCH REPAIR PER CITY STD PLAN 105-L-C. 3 sco 2. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. ADJUST ALL UTILITY PULLBOXES TO GRADE. 3. REMOVE CONFLICTING EXISTING PAVEMENT STRIPING & MARKINGS. 4. ALL WORK & MATERIALS SHALL CONFORM TO CITY STANDARDS & REQUIREMENTS. 5. EXISTING WATER SERVICES SHALL NOT BE SHUT OFF WITHOUT APPROVAL FROM THE CITY WATER DEPARTMENT. CONTRACTOR TO NOTIFY WATER CUSTOMER FIVE DAYS PRIOR TO SHUT OFF. 6. AC PAVEMENT TO BE REMOVED SHALL BE SAW CUT FULL DEPTH. --·1: 'THE ~OIN·BaWEEN-THEE-XISTING~AND~NEW-PAVEMENTS~SHALL~BE~SEAIJ:i:D,~-- 8. A TACK COAT SHALL BE APPLIED TO ALL VERTICAL FACES OF EXISTING PAVEMENT, CURBS, GUTTERS AND CONSTRUCTION JOINTS PRIOR TO INSTALLATION OF NEW PAVEMENT OR CONCRETE. O'.l -H (D 0 0 N N 232+18.780 JOIN-EXIST TOP "X" 232+30.924 232+ 18.041 JOIN EXIST TOP "X" JOIN EXIST ;BOf "X" 232+33.529 L:· V 1 ... 1 JOIN EXIST BOT "X" DRIVEWAY DETAILS BAYPORT YACHTS 2 0 N N 232+40.339 I i ; --.t-' i~ ~ ..----·---~--- 3 WV JOIN EXIST TOP "X" '\\ f If ! T \ / r -i\ 1 I/ L. ; \j i i ~ 1- u.. w ..J w > 0 ca <( w w CJ) CUR R/W E E 0 LO DRIVEWAY SECTION NO SCALE R/W B 0.45± -1-----i----1.22 ---i-----+--VARIES SAWCUT E E 0 LO DRIVEWAY SECTION A CONSTRUCTION NOTES= 1 PVMT 0-CONSTRUCT 100mm ( 4") THICK PCC SIDEWALK -MATCH ADJACENT PRIVATE PROPERTY JOINT LOCATION/PATTERN. ~ FURNISH & INSTALL AP IRRIGATION CROSSOVER PER CALTRANS STD PLAN H-8-SIZE ~ AS NOTED. 1.07m MIN COVER 0-CONSTRUCT DRIVEWAY PER CALTRANS STD PLAN A87 & DETAILS SHEET 6. 0-CONSTRUCT 150mm (6'') THICK STAMPED PCC -MATCH ADJACENT PATTERN & COLOR {:'\_ CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A, CASE E. SAWCUT, REMOVE \::___;-& RECONSTRUCT ADJACENT PORTION OF PCC CROSS GUTTER AS REQ'D 0-REMOVE EXISTING VARIABLE DEPTH (178mm to 230mm) PCC PAVEMENT LIMITS AS REQUIRED FOR PLANTING AND IMPROVEMENTS 0-INSTALL PARKING STALL MARKING PER DETAIL 1 SHEET 4. 0-RELOCATE FENCE & GATE ASSEMBLY -MATCH EXISTING INSTALLATION METHOD. -------------------__ c..t: -----------------------------------0 -------------·2.'.3i+89.130 231+95.116 I- SEE DETAIL 1, SHEET 5. 0-RELOCATE PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRAWINGS PLANS STD-922-L AND DETAIL 1 SHEET 4. - .-231+74+147 JOIN EXIST TOP "X" 231 + 73.423 JOIN EXIST BOT "X" JOIN EXIST TOP "X" ro JOIN EXIST TOP "X" <( 231+89.886 ,. -~ 231+94.471 ~ -JOIN EXIST BOT ' __ 'X" JOIN EXIST BOT "X"I~ I / 1 1 LIV!i7 @-FURNISH & INSTALL 25mm ( 1 ") WATER SERVICE PER CITY STD PLAN 502-L. @-RELOCATE & RECONNECT WATER SERVICE. RECONNECT TO EXISTING WATER METER. DRIVEWAY DETAILS 1 etric UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DISPOSITION NOTES= [2J-PROTECT-IN-PLACE -ITEM AS NOTED 0-RELOCATE -ITEM AS NOTED 0-ADJUST TO GRADE -ITEM AS NOTED APPROVED R-5823-S MARINERS VILLAGE MetroPoi nte ~" ,, MA1r ., LANDSCAPE IMPROVEMENTS .. ,,_(.;~ ~ \,_ S';; ""-i~ ~ AJ.!,A vf,_..... 5. 7, • O.Z DA TE BY DESCRIPTION APP'D • MARIE MARSTON, P.E. DATE 1----L---'---~R~E~V~IS~IO~N~S~-----'-----+-CH-EC-K~ED----+D-ATE-------1 PUBLIC WORKS DEPARTMENT SHEET 6 OF 22 -r ' en ..,. N ~ "" 0 --...._ N 0 --...._ ! en "' '< TI ~ I 0 ./ " -C) C) .c VJ ./ " C) -TI 0 0 ./ N 0 "" 0 m ~ N --:: '"? EXIST. 2 78mmC, REMOVE 5 DLC & 1 SIC(12PR #19) INSTALL EW 5 DLC & 1 SIC(12PR #19) 41mmC, 1 SIC(12PR #19) ALL DIMENSIONS ARE IN MEf-E~R~s-•oNCESS~OTAERWfSE~SROWN AFA File: 722.005 C-HWYJNT.DWG 9:58 AM 12/12/02 etric Al LEAST TWO DAYS ·~~c.;.;8[:F0Rf-"ce-Y(3t-•-=818 u~mER0ROUMD SERViC[ .6-LERT OF SOUTHER~J CAl.!FORNl1\ 41m C, 1 SIC(12PR #19) 41mmC, 3 DLC 41mmC, 3 DLC 41mmC, 1 SI (12PR #19) t/lR!i 1 ~USTIN·FOUST ASSOCIATE~ INC. TRAFFIC ENCJN££RJNG ANO TRANSPORTATION PLANNING RCE 20258 EXPIRE 9-30-05 I-L,_ w _J REVISIONS GENERAL NOTES 1. ALL WORK, MA TERI AL AND EQUIPMENT SHALL CONFORM TO THE ST A TE STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1999, THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS, 1994 ED. AND THE SPECIAL .. PROVISIONS F:OR THIS.PROJECT .. ___ _ 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR MUST ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO ST ART OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLY ADJACENT DETECTOR LOOPS SHALL BE WOUND IN OPPOSITE ROTATION. ROTATION REVERSAL MAY BE ACCOMPLISHED AT THE PULL BOX BY REVERSING THE LEADS. 5. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, AND CONDUITS IN THE FIELD. 6. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN. PULL BOXES SHALL BE INSTALLED ON A 6" PEA GRAVEL BASE WITH GROUT. NO PULL BOX SHALL BE LOCATED IN OR WITHIN ONE FOOT OF ANY WHEELCHAIR RAMP AND SHALL BE PLACED WITH THEIR TOPS FLUSH WITH SURROUNDING GRADE. 7. ALL NEW CONDUIT SHALL BE TYPE 3, RIGID, NONMETALLIC (PVC, SCHEDULE 80) UNLESS SHOWN OTHERWISE ON THE PLAN. AFTER CONDUCTORS HAVE BEEN INSTALLED, THE ENDS OF CONDUIT TERMINATION IN PULL BOXES AND CONTROLLER CABINETS SHALL BE SEALED WITH AN AGENCY- APPROVED TYPE OF SEALING COMPOUND. 4 2436 3 DLC fj('~ ,.,, : ' SIGN APPROVED PUBLIC WORKS DIRECTOR R.E. NUMBER _____ _ DATE __________ _ 2430 I ! A;J----=--- SCALE: 1: 200 MARINERS VILLAGE TRAFFIC SIGNAL MODI Fl CATIONS < ,-r ~ IT 7 I \I C r '-1 ~ .., I L _____ _ - etric ----- ---- <dP SPARE WIRES: PROVIDE AND INSTALL TWO (2) SPARE CONTROL WIRES FROM AUTOMATIC CONTROLLER "A" TO ELECTRIC CONTROL VALVE "A-4". TERMINATE WIRES IN CONTROL VALVE BOX. 1--........ SPARE WIRES SHALL BE A DIFFERENT COLOR THAN ELECTRIC CONTROL VALVE WIRES. ,,_ ------••••WO WWW"•• VAL VE BOX LOCATION NOTE: ELECTRIC CONTROL VALVE BOX, FLOW SENSOR BOX AND BALL VALVE BOX LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT VALVE BOX LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING OF VALVE BOXES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF VALVE BOX LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. KIRBY & COMPANY EQUIPMENT LOCATION NOTE: FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF FIELD SATELLITE AND BACKFLOW PREVENTER SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. etroPointe d.d. Pagano inc. • ...._ rv t e;;; • ""••• • uai.. dlllliJi ngineers 3151 Airway Avenue, SuiteJ-1 Costa Mesa, C4 92626 IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE-CA 92869 • • (7141 771-9200 FAX 17141771-9202 3GII Nd Ooatllwy,MltT l.lfNllledl,CA D&51 1lll:94N76-1a Fee: 94N76-11115 (714) 438-1095 ----------------- DOMESTIC WATER --·· · POINT OF CONNECTION-- POINT OF CONNECTION-CONNECT TO NEW 25mm(1 ") DISC WATER METER FOR IRRIGATION. WATER METER SHALL BE SERVICED FROM THE CITY OF NEWPORT BEACH UTILITES DEPARTMENT. THE WATER METER WILL BE PROVIDED UNDER THE WATER IMPROVEMENT PLANS. REFER TO WATER IMPROVEMENT PLANS FOR ADDITIONAL INFORMATION AND LOCATION OF WATER METER. EXISTING WATER PRESSURE: SYSTEM DESIGN PRESSURE: PEAK IRRIGATION DEMAND: 4.14 BARS (60 P.S.I.) 3.79 BARS (55 P.S.I.) 1.38 LPS 22 G.P.M. --------- R ------.-- 20mffi(J,14"t(TI1'ICAI)----· --L--------~ ... -===-=•-•·-r ~ ---. --" ------.. FOR IRRIGATION LEGENDS, NOTES AND DETAILS, REFER TO SHEETS L 1.3, L 1.4 AND L 1.5. DIG ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATT9ITION IS DIRECTED TO THE PDSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT 1.0CATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE'. WITH THEIR SERVICE, BE'.F"ORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION Of UNDERGROUND UTILITIES BY CONTA.CTING UNCERGROUND SERVICE ALERT AT 1(800) 422-4133. APPRO\IED 1---1---1---------------4-----1 40mm(l-l/2' 32m -• FS, '.~'." ,- ~1= - SCALE: ~~I 0 2m 5m - 1 :200 10m --- CAL TRANS ENCROACHMENT PERMIT#1202NLC-0507 MARINER'S VILLAGE: IRRIGATION PLAN I l R-5823-S 1---1---1---------------+----I PUBLIC WORKS DIRECTOR R.E. NUMBER _____ _ STATION 229+55 TO STATION 231+10 COAST HIGHWAY DAlE • BY ----DESCRIPTION ••• ·-APP'D REVISIONS DAlE ___________ _ DESIGNED MC CHECKED ddp DRAWN MC· DAlE JULY 19, 2002 PERMIT NO. .. CITYOFNEWPORIBEACH PUBLIC WORKS DEPARTMENT < 7" ' U" ' t:F -~-, ... U' • <S etric --------- ELECTRICAL METER PEDEST Al SHOWN FOR REFERENCE ONLY ELECTRICAL METERER PEDESTAL SHOW FOR REFERENCE ONLY.REFER TO SITE ELECTRICAL PLANS AND SPECIFICATIONS FOR LOCATION OF METER PEDESTAL, POWER SUPPLY REQUIREMENTS AND ADDITIONAL ELECTRICAL INFORMATION. FIELD SATELLITE "A" ONE (1) RAIN MASTER DX2-6 STATION FIELD SATELLITE "A". MOUNT FIELD SATELLITE WITHIN A HYDRO-SCAPE MODEL NUMBER HS16-DX6WMS/HSDX-03/HSDX-RF /HSEV-RADIO-F /HSEV-ANT-F STRONG BOX STAINLESS STEEL VANDAL RESISTANT TOP MOUNT ENCLOSURE ASSEMBLY WITH MASTER VALVE RELAY FOR IRRIGATION MAINLINE PROTECTION. CONNECT FLOW SENSOR TO FIELD SATELLITE "A". FINAL HOOK-UP OF THE 120 VOLT POWER SUPPLY FOR THE FIELD SATELLITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REFER TO SITE ELECTRICAL PLANS AND SPECIFICATIONS FOR POWER SUPPLY LOCATION AND ADDITIONAL ELECTRICAL INFORMATION. CONTRACTOR SHALL OBTAIN CERTIFICATION LETTER FROM HYDRO-SCAPE PRODUCTS CERTIFYING THAT ALL CONTROL EQUIPMENT HAS BEEN INSTALLED PROPERLY AND OPERATES FOR THE CITY'S CENTRAL COMPUTER CONTROL SYSTEM. SPARE WIRES: PROVIDE AND INSTALL TWO (2) SPARE CONTROL WIRES FROM AUTOMATIC CONTROLLER "A" TO ELECTRIC CONTROL ,,------11 VALVE "A-1". TERMINATE WIRES IN CONTROL VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN ELECTRIC CONTROL VALVE WIRES. VALVE BOX LOCATION NOTE: ELECTRIC CONTROL VALVE BOX, FLOW SENSOR BOX AND BALL VALVE BOX LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT VALVE BOX LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING OF VALVE BOXES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF VALVE BOX LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. EQUIPMENT LOCATION NOTE: FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF FIELD SATELLITE AND BACKFLOW PREVENTER SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF FIELD SATELLITE AND BACKFLOW PREVENTER LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. DIG ALERT UNDERGROUND SERVICE ALERT OF' SOUTHERN CALIFORNIA FOR IRRIGATION LEGENDS, NOTES AND DETAILS, REFER TO SHEETS L 1.3, L 1.4 AND L 1.5. DIAL TOLL FREE 1~-413.11 AT LEAST TWO DAYS BEFORE ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACIUTIES NOT KNOWN OR IN A LOCATION OIFF£RENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FAC!UTIES PRIOR TO DOING WORK THAT MAY D>J.IAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEF'ORE EXCAVATING, THE CONTRACTOR SHALL Vli.:RIF'I' THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVJCE ALERT AT 1(800) 422-41.33. YOU DIG l---+----1----------------1-----1 APPRO\'ED ~ KIRBY & COMPANY etroPointe 1---1---+---------------+-----I PUBLIC WORKS DIRECTOR d.d. Pagano inc. ..,.....,..1 n • .. • plu••• • Ulben _., ngineers 3151 Ai,way Avenue, Suite J-1 Costa Mesa, CA 92626 R.E. NUMBER _____ _ IRRIGATION CONSULTANTS 4705 EASl'OW'MANAVENUE IDIINmlhClalltltwr,-T Tc MN71-1'81S (714) 438-1095 DATE ___________ _ ORANGE. CA 92869 .... lloldt, CA t12S1 ,.,. NN71-1'81S -------17141-771-9ZOO-FAX(714J-77l-'1202:-------------=--...:.... __________ _ MC REVISIONS CHECKED ddp DATE JULY 19, 2002 SCALE: ~.___I 0 2m 5m I 1:200 10m ' I I I I ' I J I CAL TRANS ENCROACHMENT PERMIT #1202NLC-0507 MARINER'S VILLAGE: IRRIGATION PLAN R-5823-S STATION 231+10 TO STATION 232+50 COAST HIGHWAY PERMIT NO. PUBLIC WORKS DEPARTMENT 7 GENERAL IRRIGATION NOTES• IRRIGATION SPRINKLER LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE/PCD RADIUS G.P.M. L/S P.S .I BARS PATTERN 1.5mm 0.39 0.025 30 2 FULL CIRCLE 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL --COORDINATE.HIS-WORK_WITH_THEGENERAL __ CONTRACTOR AND __ OTHER SUB:=-_CONTRACJORS ___ ---l----11---,---■--~ FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER [!I TORO 570Z-6P-COM 570Z-6P-COM 150mm (6") POP-UP SPRAY HEAD ----1 I 111-5F-0.5 (5 FT) ~5H::0~25-1.5mm (5-FTt 0:20-0;013 -30--2-HAlF7_---------.. --- ROADWAYS, PAVING, STRUCTURES, ETC. 2. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND 3. 4. ARCHITECTURAL FEATURES. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVE~) AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 25mm(1 ABOVE FINISH GRADE. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR/ OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 9. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION IS EXISTING. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) KIRBY & COMPANY II" 11,.,. etroPointe ~;;½, ~ I Engineers 0 • ■ @ 570Z-6P-COM 5Q-0.10 1.5mm (5 FT) 0.11 0.007 30 2 QTR. 570S PALM TREE BUBBLER FB-50-PC ---0.45 0.028 30 2 FLOOD BUBBL. -~ 570S TREE WELL BUBBLERS 4)FB-25-F( ---1.0 0.06 30 2 FLOOD BUBBL. IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION -RAIN MASTER EVOLUTION DX2 SERIES FIELD SATELLITE MOUNTED WITHIN TOP MOUNT STAINLESS STEEL ENCLOSURE. I 18] c:::::J [SI 8:1 GRISWOLD MATCO FEBCO RAIN MASTER GRISWOLD OW 754 825Y FS-100 2000 SEE IRRIGATION PLANS FOR ADDITIONAL INFORMATION. SERIES ELECTRIC CONTROL VALVE W/HOSEBIBB-SIZE NOTED* SERIES FULL PORT BALL VALVE -LINE SIZE REDUCED PRESSURE BACKFLOW PREVENTER UNIT-25mm(1") BRONZE TEE FLOW SENSOR ASSEMBLY WITH NPT THREADS -25mm(1 ") SERIES MASTER VALVE-25mm(1 ") -FS-RAIN MASTER EV-CAB-SEN FLOW SENSOR CABLE WITHIN 40mm(1-1/2") PVC SCHEDULE 40 CONDUIT -ICW-DENOTES IRRIGATION CONTROL WIRES WITHIN IRRIGATION WIRES CONDUIT-40mm(1-1/2") ---DENOTES PULL BOX. REFER TO PULL BOX DETAIL SHEET L 1.4 FOR ADDITIONAL INFORMATION. BURIED PRESSURE MAIN LINE PIPING -TYPE "K" HARD COPPER PIPE AND WROUGHT COPPER FITTINGS WITH SOLDER TYPE JOINTS -SIZE NOTED BURIED NON-PRESSURE LATERAL LINE PIPING -USE PVC SCHEDULE 40 -SIZE NOTED IRRIGATION CROSSOVER FOR IRRIGATION PIPING AND CONTROL WIRE CONDUITS SHOWN UNDER ROADWAYS AND DRIVEWAYS SHALL BE INSTALLED AS A PART OF THE STREET IMPROVEMENTS. REFER TO STREET IMPROVEMENT PLANS TO VERIFY LOCATIONS OF IRRIGATION CROSSOVERS. r-=::::irtlNDICATES AUTOMATIC CONTROLLER STATION NUMBER ._INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES. 1 I -S ..,INDICATES ELECTRIC CONTROL VALVE SIZE IN METRIC UNITS INDICATES ELECTRIC CONTROL VALVE SIZE IN IMPERIAL UNITS • THE IRRIGATION CONTRACTOR SHALL ADJUST THE THROTTLING STEM AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED 0.34 BARS (5 PSI) ABOVE THE GIVEN OPERATING PRESSURE. CAL TRANS ENCROACHMENT PERMIT #1202NLC-0507 R-5823-S APPRO\/Ell 1----1---1-------------1----l MARINER'S VILLAGE: IRRIGATION LEGENDS AND NOTES 1-----1----1--------------+----+ PUBLIC WORKS DIRECTOR R.E. NUMBER ____ _ ,., ... r~;,::u;e,.,, 3151 Ai,wayAvenue, Stdtel-1 DATE PERMIT NO. ,-Costa Mesa, C4 92626 ------~ ----~---. ··~······ •• ~ . ------- 5/i //!:5 (714) 438-1095 • ""'===~fcc==~~~~~~~=~=========4ccoAlt~ cey=·--cf~==~OESCRIPTION~-====~1--~APP'D~ :,~\r~GN=ED====~,~1R"t;;ccA=WH~==~----1~~~-CIT=Y~OF~NEWP0RT B~E=A=-=C=H=-·=-ii=--:::::·:::L::'.1~-=3:::::_:::::::::::1~=~==°4--~~~~ REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT, !OOF '77 ddp JULY 19, 2002 .,..._._ ,t...;- ., 8 5 i "' w ll. o• o o o• I • • 0 • • • 0 o•o •. • 0. 0 •• • 0. . • . ft". l 4 LEGEND 1. "BROOKS"36HFL 355mmx482mm (14"x 19") CONCRETE VALVE BOX W/ CAST IRON LOCKING UD MARKED "PULL BOX" INSTALL FLUSH WITH SIDEWALK. PAINT COVER TO MATCH SIDEWALK. 2. IRRIGATION WIRES PER SPECIFICATIONS 3. SIDEWALK 4. 5. 6. 7. B. 20mm (3/4") CRUSHED ROCK -150mm (6")DEEP. COMMON BRICK -4 REQUIRED. PVC SxS COUPLING ( TYPICAL ), PVC SCH. 40 CONDUIT. PVC SCH. 40 ELECTRICAL SWEEP ELL (TYPICAL). STEP I STEP 2 STEP 3 STEP 4 8 1. SLIP BASE SOCKET OVER ENDS OF \\1RES. 2. STRIP WIRES APPROX. 3/8" FROM ENDS - T\\1ST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP AND CUT OFF EXCESS WIRE. 4, APPLY SEALER TO OUTSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER . 5. PULL BASE SOCKET OVER CRIMPED CON- NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 8. RAIN BIRD "SNAP-TITE" \\1RE CONNECTOR OR APPROVED EQUAL. * FIELD SPLICES WILL ONLY BE ALLOWED WHERE DESIGNATED ON THE DRAWINGS. f 8 MV 6 • o-o FS LEGEND 1. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. "BROOKS" 36HFL 355mmx482mm (14"x 19") CONCRETE VALVE BOX W/ CAST IRON HINGED LOCKING LID MARKED "MV" INSTALL FLUSH WITH SIDEWALK. PAINT COVER TO MATCH SIDEWALK. 3. TYPE "K" COPPER MAINLINE PIPE. 4. FROM POINT OF CONNECTION. ANGLE PIPE TO SPECIFIED DEPTH USING 45 DEGREE ELLS. 5. SIDEWALK 6. COPPER MALE ADAPTER. 7. TO IRRIGATION SYSTEM. ANGLE PIPE TO SPECIFIED DEPTH USING 45 DEGREE ELLS. B. CONTROL AND COMMON WIRES WITHIN CONDUIT TO FIELD SATELLITE 9. 20mm (3/4)" CRUSHED ROCK -300mm (12") MINIMUM DEPTH. 10. COMMON BRICK SUPPORT - 4 REQUIRED @1-...;:.".;.;T.S.;.;~;;,;;E_C.;;...;;.O.;.;N.;.;N;;,;;E..;;;C...;.T..;;;O;.;,;R;...._ _________ JM __ DBY LEGEND 1. HYDOSCAPE PRODUCTS 16" TOP ENTRY 9. POURED CONCRETE BASE, SLOPE TO DRAIN. SATELLITE ASSEMBLY (HS SERIES) NEMA 3R RAINPROOF ENCLOSURE (UL LISTED). 2. FIELD SATELLITE. 3. POWER S\IHCH RECEPTACLE. 4, TERMINAL STRIP. 5. 1" PVC SWEEP ELL AND CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY. 10. FINISH GRADE. 11. FILL VOIDS WITH CONCRETE SLURRY MIX. 6. 2" PVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. 7. 2" PVC SWEEP ELL AND CONDUIT FOR FLOW SENSOR CABLE AND COMMUNICATION CABLE. 8. 5/8" DIAMETER X 8' GROUND ROD WITH /110 GROUND WIRE AND CLAMP. 28" • 2 3 >--++--ta I!] 6" 10" min. 10 MASTER CONTROL VAL VE FIELD SATELLITE WITHIN TOP ENTRY ENCLOSURE N.T.S. (SCREWED TYPE) N.T.S. ~ Kl RBY & COMPANY d.d. Pagano inc. IRRIGATION CONSULTANTS etric la. ..... adlllclln • plow••• • ...,_..., 4705 EI\STOW'MI\NAVENUE llOII Nadha.tlflly,MIIT ORANGE-CA 92869 ..... Badl,O\ 121151 ~~==~===~~~~~~~~=-"1714)77.l-9200-FAX(714)-771-92«•z.~====·=--~-=-=--~~~-..:;_--'-----=========c2'. 7 II WATER 4 3 r~ I I SECTION LEGEND 1. "BROOKS" 36HFL 355mmx482mm(14"x 19") CONCRETE VALVE BOX W/ CAST IRON LOCKING LID MARKED "WATER" INSTALL FLUSH WITH SIDEWALK. PAINT COVER TO MATCH SIDEWALK. 2. SIDEWALK .3. BALL VALVE WITH LEVER HANDLE 4. LEVER HANDLE -OPENED POSITION 5. 20mm (.3/4") CRUSHED ROCK 200mm (8") DEPTH . 6. COMMON BRICK (2 REQUIRED). 7. COPPER MALE ADAPTER (TYPICAL). 8. 50mm (2") CLEARANCE. 9. TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COPPER PIPE TO SPRINKLERS -ANGLE PIPE 10. LEVER HANDLE -CLOSED POSITION 3 i---------® BALL VALVE N. T.S, 2-0GV-RW LEGEND 1. NON-PRESSURE LATERAL LINE PIPING, 2. PRESSURE MAIN LINE PIPING 3. CONTROL WIRES WITHIN CONDUIT INSTALL ADJACENT TO PRESSURE MAIN LINE. 4. PROVIDE 50mm( 2") DEPTH OF CLEAN BACKFILL. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 6. SIDEWALK ~ -NOTE: ----------IEGEND------- INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEAL TH DEPARTMENT. 1. BRASS 90 DEGREE ELL TYPICAL. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. BRASS NIPPLE-100mm (4") MIN. LENGTH (TYP.) REDUCED PRESSURE BACKFLOW PREVENTER _ _,,__.,.,.,, *300mm (12")MIN./600mm i,, (24")MAX. B -3. BRASS WYE STRAINER W/60 MESH STAINLESS SCREEN. 4. BRASS PLUG. 5. BRASS UNION. 6. SIDEWALK 5 7. BRASS NIPPLE. (TYP.) . 8. FROM POINT OF CONNECTION ADAPT AS REQUIRED. 9, 300mmx300mmx300mm (12"x12"x12") CONCRETE THRUST BLOCK. (TYP.). 10. BRASS COUPLING. SET FLUSH W/CONCRETE. (TYP.). 11. COPPER MALE ADAPTER. 12. COPPER MAINLINE .. 1 BACKFLOW PREVENTER -25mm(1") N.T.S. WATER PLAN 3 \ BFP..STD LEGEND 1. ELECTRIC CONTROL VALVE. 2. "BROOKS" 36HFL 355mmx482mm(14"x 19") CONCRETE VALVE BOX W/ CAST IRON HINGED LOCKING LID MARKED "WATER" INSTALL 3. 4. 5. 6. 7. 8. FLUSH WITH SIDEWALK. PAINT COVER TO MATCH SIDEWALK. CHRISTY'S 1.D.TAG -NUMBERED TO MATCH DRAWINGS. SIDEWALK COPPER MALE ADAPTER. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COMMON BRICK (4 REQUIRED) . CONTROL/COMMON WIRES WITHIN WIRE CONDUIT TO OTHER VALVES. 0 z w 9. 20mm (3/4") CRUSHED ROCK. 200mm(B") DEEP. ~ • --'----+:,---&-,L--,L--7"-tf'~'._.:'.~--12 • MINIMUM BACKFILL DEPTHS FROM SIDEWALK TO TOP OF MAINLINE : 600mm (24") FOR PIPE SIZES 75mm (3") AND LARGER 457mm (18") FOR PIPE SIZES 65mm (2 1 /2") AND SMALLER. 914mm (36") FOR MAINLINE INSTALLED UNDER A.C. PAVING lfa0-..1----{3 . ' ·"'°"-...J.4 I--L--''.IL~-..!1--'--'--'-_j.J 150mm (6") 4 1---------0 TRENCHING N. T.S. TREN-STD ,, 12 ... . 1---+---+--------------+----IAPPROVED 0 B 7 SECTION 10. CONTROL/COMMON WIRES FROM CONTROLLER WITHIN WIRE CONDUIT 11. COPPER PIPE. 12. COPPER 90 DEG. ELL. 13. WIRE CONNECTOR. 14. COPPER MAIN LINE FITTING 15. COIL WIRES PER SPECIFICATIONS. 16. CHAMPION 1-400 20mm (3/4") MALE HOSE THREAD X 12mm (1/2") FIP GARDEN VALVE. 17. BRASS NIPPLE THREADED. LENGTH AS REQUIRED 18. PVC TxS MALE ADAPTER. ELECTRIC CONTROL VALVE W/ HOSEBIBB N.T.S. CAL TRANS ENCROACHMENT PERMIT #1202NLC-0507 MARINER'S VILLAGE: IRRIGATION DETAILS etroPointe ngineers 1---+---+--------------+-----l PUBLIC WORKS DIRECTOR 3151 AinvG}'Avenue, Su.itel-1 Costa Mesa1 C4 92626 (714) 438-1095 R.E. NUMBER _____ _ DATE---------PERMIT NO. R-5823-S ,,.. IJ' l::F t; \ ..., -C: z 5= IT etric @P d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 !,AST CHAPMAN AVENUE ORANGE -CA 92869 (714)771-9200 FAX(714)771-9202 - - ---------- -------------- Kl RBY & COMPANY ....... ad I I n • p11111,i,'8 • U1W11 clodp !1115 Nollh01111tllvip,MIIT i.-lllldt,O\ 112151 Toi: !NN76-1"5 FIie _,_ ---------------- 3 -.,+-1-@ TOP ~EW SECTION LEGEND 1. PALM TREE 2. TREE ROOT BALL. 3. TORO FB-25-PC BUBBLER NOZZLE (FOUR REQUIRED). 4. LATERAL LINE PIPE AND FITTING. 5. FlNISH GRADE OF PLANT PIT 6. DECOMPOSED GRANITE, MULCH OR GRAVEL. 7. TWO (2) MARLEX TxT 90' STREET ELLS. 8. PVC SCH. 40 PIPE. 9. PVC SxT 90" ELL. 10. PVC SCHEDULE 80 NIPPLE 11. PVC SCHEDULE 40 PIPE WITHIN SLEEVE TO CONTROL VALVE. 12. TREEWELL GRATE ® TREE BUBBLER IN GRATE 3 1--~-__,;,,__;;.,;.__ __ ____ N. T.S. TREEWELL-GRATE LEGEND • 1 . POP-UP SPRAY HEAD. 8 1 2 2. WALK OR CURB. 3. PVC SCHEDULE 80 NIPPLE - 1 OOmm( 4") MINIMUM LENGTH. 4. PVC TxT 90 DEG. ELL. 5. LATERAL LINE PIPE AND FITTING. 6. MARLEX 90 DEGREE STREET ~ ELL. 6 4 7. PVC SCHEDULE 80 NIPPLE - 300mm(12") LONG. 8. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. 5 • 25mm (1 ") IN TURF AREAS. 75mm (3") IN PLANTING BEDS. 41--------© 6" POP UP SPRAY HEAD N.T.S. INPUT 4 t- INPUT 4 - INPUT 3 + INPUT 3 - INPUT 2 + INPUT 2 - INPUT 1 + INPUT 1 - HS12-'JHT HS-BLACK HS:11-VHT ---SENSIJ! TE:RHINALBDARD •PC-DX2ST-INSIDE CONTROLLER \JHITE BLACK TYPICAL C□NNECTiaNS F"□R rL□IJ SENSOR DIRECTI□N OF' rL□IJ EXAMPLE• VALVE B□X SPLICE WIRES VITH Vo\TERPRD:F TYPE CINIECTllRS PRDIIIDEII Upon col'\pletlon of the physical lnsto.llo.tlon of the flow sensor, coMplete the wiring connection froM the flow sensor to the DX2 controller by following the procedure below, I. TURN THE PD\IER □FF AT THE CONTROLLER 2. At the Flow Sensor, Connect the BLACK wire of the Flow Sensor to the BLACK wire of the "EV-CAB-SEN', sensor co.ble, Connect the \/HITE wire of the Flow Sensor to the YHITE wire of the "EV-CAB-SEN', sensor co.ble, "Use the weatherproof connectors provided with the Flow Sensor to Make the splice, 3, At the controller, Connect BLACK wire of 'EV-CAB-SEN" to "INPUT 1 -' of the SENSOR TERMINAL BOARD <PC-DX2ST), Connect WHITE wire of 'EV-CAB-SEN' to "INPUT +' of the SENSOR TERMINAL BOARD <PC-DX2STl, 4, Turn POWER ON o.t the Controller, 5, Set the Ro.In Mo.ster "K' o.nd "OFFSET" vo.lues for the Flow Sensor o.t the controller based on the type o.nd size of the Flow Sensor lnsto.llecl, REFER TD THE TABLE PROVIDED VITH THE FLO\,/ SENSOR FOR CORRECT 'K' AND 'OFFSET' FDR YOUR APPLICATION, 1 NOTE: 2 EVOLUTION DX2 -FLOW SENSOR INSTALLATION N.T.S. • ©-□ • LEGEND 1. FLOOD BUBBLER HEAD. 2. ANTI-DRAIN VALVE. (SEE NOTE BLOW). 3. FINISH GRADE. 4. PVC SCH. 80 NIPPLE. 5. PVC TxT 90 DEG. ELL. 6. MARLEX TxT 90 DEG. STREET ELL. 7. LA TIERAL LINE FlTTING. 8. WALL OR FENCE. • 300mm (12") ABOVE F.G. FOR SHRUB SPRAY HEADS, 75mm (3") ABO~ F.G. FOR BUBBLER HEADS AND 150mm (6") ABOVE F.G. FOR STREAM BUBBLERS. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTIEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VAL~S SHALL BE INCLUDED IN THE BID PRICE 'MTHOUT ADDITIONAL COST TO THE OWNER. PALM TREE BUBBLER N.T.S. PRO.ECT SHRUB_5P F"S10B CAL TRANS ENCROACHMENT PERMIT #1202NLC-0507 APPRO~ l---+----!------------------+-------1 MARINER'S VILLAGE: etroPointe ng1neers 3151 Ai,way Avenue, Suite J~ 1 Costa Mesa1 CA 92626 (714) 438-1095 1----,f---+--------------+----I PUBLIC WORKS DIRECTOR -DATE BY ----DESCRIPTION - - REVISIONS R.E. NUMBER _____ _ DAlE ___________ _ DESIGNED -APP'D -MC CHECKED ddp DRAWN MC DATE JULY 19, 2002 IRRIGATION DETAILS PERMIT NO. _CIT't' __ Qf_J\JJ:VVPORT BEACH PUBLIC WORKS DEPARTMENT SI R-5823-S L 1.5 I /2.0F 2,.2-- ,-,- ~ IT' . - ' I I I PLANTING NOTES 20. Pain T me Waminly Parioct A Waminty. Wamint that all pains planted lllder tlis Contract wil be healthy and h flouishirg cooditiJn of ac!Ml [1cwth ma year from date of fnal Acceptarre B. Delays: NI delays h oomplellon of plan1ing operalkms which exlend the plantirg hto more than ma plan1ing season shall exlend the Warranty Pefiod corresponcir(lf/, C, Concf1iJn of Pants: Pains shllJI be free of dead or ~ fronds v.ith aft fronds of a normal size and color. ExoeSSMJ scarrh;J of the tnrt wil not be pemitted: Landscape Arclitect and City Urban Faesta-v.iR be the sole determhate of the oogee of soarrrg perrritted NI dred ti13tch from older lea""' shaH be rerooved, and an resulti"Q stems are to be a.it back to v.ithn 608cm [2 hchesl of the base of tnrk D. Replaceirerrts: As soon as wea1har concioons perrrit replace, l'litrout oost to OM1ar al dead palms and au pains not n a 11gO!OUS, tl'IM1g condilion, as detemired by iJlndscape Arclitect <iirg and at the end of Wananty Period E. Excl.Jsions: Contractor shall not t:e held respons!Jle for faues cl.B to oogect by Ov.na-, vandaisll\ eta, dutig Waminty Period R(l)(lrt such cordlions U1 wilrg F. Plant estabishment per CalT rans req.iillroonts, 21. P.epacanent of Faled Palms: A General: 1. Plant matE<ials exhl:xlrg concition which are detenri:led as t,e;,g tmcoeptable ciJe to \'l!XI-Omnslip by the Contractor shall t:e replaced at no adcitioral cost to the O#rer. 2 Closely match replacerrents to adjacent specmens of the same species. App~ all requremenlll of the Specifi:;ation to an repiacerna,!s, B. P.epaceroont Qiantities: Contractor shall be hlld responsible for a maxm.rn of two replacerrents for each pain troo dutig warranty poood i1 the event of dscove,y of tisease of faiU"e to th:ive or SlJvTIJS. 22 Mahtm Palm n p1crrb corooon cJut,g nsta11ation and manterance poood Remol<l dead fronds and flowers at the end of the mahtenance poood 23. Root Control Barrier. Root control banier fern, (Polypropylm:l) non-wovoo liter fabric treated v.ith copper hydroxide heat bonded to 1ha fabric; or OQJal 9144cm [36-roh] oo;t,t x 15.24m [50-footl roll Install per marufaollrers latest pmted drections Pl.ANTING NOTES 15. iJlndscape Contractor to receive the site graded to +/· 3 cm (0.10 ftJ Contractor shal obtm a letter of grade cerlilication from Owrer poor to Project execution 16, See specifications for plantirg TBqUl'ffTOOls, material and execution 17. PnMde root control barrilr fabric as shov.11 on dravirgs. Locate adjacent to back of curb or at edge of pavement as applcable. nstall per marufactuel's latest ilstructions. 18. Wasmgtorla robusta Pam, Verify trot an palm tnrk heights are v.ithh 30.48cm [1 foot] of each other v.!len measured from rnsh grade to IYiNI bud g-owth 'l'reapples' shaU be shaped ilto small ~lp1ical shape$ 152m (5 foot] to te&n [6 feet] n total a'1\]1h. All pams shaU be S'/fITll0lrical llillnlt tn.rl< cuvatura or leanilg of the 1Mk !rem the perpendruar. 19. Selectior\ Daivery, hspection & Warranty of Pain Tmes: A Docunentatiorl &mil dorunenfation v.ithn ti1y (30) days after award of Contract that all plant rraterills have beerl ord£.-ed Arrange f"OC9dll1, for 0rdsalpe arcritect rfM!NI of plant materials at tine of subrrission B. Raviev. Stbmit a Mitten raq.iest for ravrm of palm trees and quantity at pace of growth at klast {30) working days prior to ,qm,nt to site. The Landscapa Arcriteot reseMls the right to refuse r~ at ths time ff, in tis ]udgnent a sufficiant cµ,nUly of pants Is not avalable. C. Tagging: Landscape Contractor shall accompal1,' the Landscape Architect for al re;iews and taoong plants at placa of gowth and upon delvery for confornity to specifications, D. Distant mataiat Subnit photographs with a person adjacent to pains for pre1mrary ravrm. &.d1 ravrm shall not i:Tµar the rght of rfMNI and re;,ction <iirg progess of the wor1<. E. Lravaiable Mataiat tt proof Is submitted that a palm spedfro $ rot obtahable, a proposal wfll t:e considered for use of 1ha nearest equvalent size or variaty with correspondirg adjustment of Contract rJice. St.l:lstantate such proof 11 wrllirlJ no later than thlrty(30) clays after award of cootract F, Special Condtions: The above provisions shall not relieve Contractor of tt,a responsibity of obtahhg spedfed materials h advance ff special 9f(l'M19 concitions or oth3r ~s rrust be made h oroer to •~ specified materials. G. Health Certifc,.tion: ProwJe cerlilication of health that pah1s are troo of Pericii.Jn vermoeseri, Gli:lclaaum verrnoesen and fusamm oxysportm to the City Urban Forester and Landscape Architeot for acceptar<:e poor to detivery and pllan1hg PLANTING NOTES 1. Refer to Sheets u., U2, C.1, C2, W.1, TH.1 & TH.2 for traffic controls and utiily locations. tt aob.01 site corrltions vary from what Is sho'Ml on 1ha Landscape Architect's plans, tt,a Conbactor shal contact the Owrer and Landscape Arclitect for ciaction as to how to proceeci 2 Verify locations of all perthent site ~ts hstalled Lllder o1har sections. tt any part of ths plan cannot be fcJlowed due to site condtions, contact the Landscape Arcl'iteot for inslru:ltion prior to ccmmencing work 3. B<aot locations of plant materials stall be approved by 1ha Landscape Arctitect h the field prior to nstallatior. iJlndscape Architect reseMJS the right to adjust pants to exact location h fieki 4 Contractor shall be respcnsille for verif),hJ all plant COU1ls and areas. 5. Provide matchrg forms and sizes for all ~ant materials v.ithn each species and size desgated on 1ha dawi"gs. 6. Prune oo'III; planted trees on~ as drected by Landscape Arctitect 7. Aign and equal~ space, i1 all drections, al strubs so desi;rated per tt-esa notes and da'IN!gs. 8. NI trees ii rows to be ai(Teci 9. T mes shall bear same relation to rnshed grade as at place of growth 10. Landscape fiishad grades {frish grade) of all strub areas shail ba 3.81cm [1-V2'1 below adjlcant rub, pavement or header. tt ProllkB a 608cm [2"] layer of shredded/ composted bark muk:h at proposed tree and shttl plantirg areas. No d'i't debris or trast\ 12 Contractor shall conduct a nirimm of SD< {6) Agrk:ultural SLit- atiity and Fertiity soils tests at Contractors cost T asts are to t:e pet !Olli led by Wallaca Laboratooos, T €1(310) 615-0116 Dr. Garn Wailace or eqia1. Analysis shall noocie reccmrendations for soil preparation and baokfiD rrix, as well as recarroonclations for post mahtenance fertiization Submit sois arafyses and sarrpas of amendirerrts to Landscape Arclitect and City Urban Forester for approwl prior to s01l preparation 13. Contractor ~ respon3bla for the stabilfy of palm planting at all tines. Palms shall be ab>i to stard uprijlt llillnJt support G,Jf palms which do not meet the qu,Jffioation Subrrlt fPJ system for rfMNI end approval prior to hstallatior. Arry clamage ro.ired from lllStable pah1 trees shall be the sola responsibiity of the oontraotor. 14 Contractor shail be respon3ble for all coordmtion v.ith subcontractors as recµrad to acoompish planting operafurt LANDSCAPE GRADING AND DRAINAGE t Refer to Sheets U.1, U2, C.1, C2, W.1, TH1, TH2 for traffic controls ard utity kleatlons. tt actual site corrltions vary from what $ shown on the Landscape Arclitect's plans, 1ha Contractor shall contact the Ov,ner end Landscape Architect for cfrection on how to proceed 2 Tl'e Contractor shal request hspection as req.ired 48 murs 11 advance of partorning wori< 3. The debris created by landsoape gradi'>J operations shall becoma the property of the Contractor and stall be klgal~ clsposed off site. 4 The Contractor shail notify undergound ser.ice alert (U.8A 1-800-422-4133) 48 hous prior to any excavation 5. Al gradirq operations shall conform to Chapter 20 of the Uiform Bu1drg Cooo. 6. Feld velify e,asthg undergou1d utiitles. The Contractor shall be rasponsitJa for verify,g the aob.01 kleation ard alevation n the field prior to bajrnrg conslruJ1ion Tha Contractor shllJI protect al al<lstlng utfrtias and shall be responsible for any damage to existing utitias erxxx.ntered c!cmJ constiootion 7. Fhll 0rdsalpe gradirg shall be approved by the iJlndscape ArcHtect h the field prior to hstallatlon of planting. PLANT LEGEND SYMBOL NAME BOTANICAL NAME COMMON NAME TREES ROOTBALL SIZE GENERAL NOTES 1. Bose information, including the location of property lines, easements, buildings, roods and curbs have been taken from the Civil Engineer"s drawings. Refer to Clvll Engineering drawings for additional information. 2. Refer to sheet E1.t & E1.2 for irrigation electrical connection. 3. Verify site information, including property lines, roadway curb and gutters, utilities and other information affecting the scope of work included on these drawings. If actual site conditions vary from what is shown on the planting plans, The Contractor shall contact the Owner and the Landscape Architect for direction. 4. Excavation in the vicinity of utilities shall be undertaken with care. The Contractor bears full responsibility for this work. Any damage to utilities caused by any person, vehicle, equipment or tool related to the execution of the Contract shall be repaired immediately at no cost to the Owner. 5. The Contractor shall notify Underground Service Alert (U.S.A. 1-800-422-4133) 48 hours prior to any excavation. 6. All debris created by landscape construction operations shall become the property of the Contractor unless otherwise noted and shall be disposed of off the job site daily in a monner acceptable to the Owner. DETAIL HEIGHT SPREAD REMARKS • WAS ROB Washingtonia robusto Mexican Fon Palm .91m x ,91m x .91m 4,5,6,7 /L23 [3' X 3' X 3'] As Shown Matched/Skinned/ 30.48cm [12~] min. trunk caliper @ 1.22m [ 4 -0"] from F.G. SHRUBS D UG TEX Ugustrum joponica 'Texanum' Wax-Leaf Privet 15 Gallon ll RHA CLA Rhophfclepis lndlca 'aara' GROUNDCOVER [ I CAR GRE Corissa m. 'Green Carpet' Indian Hawthorn 15 Gallon 'Green Carpet' Natal Plum 5 Gallon 1/L2.3,1/L2.4 76cm O.C. 61cm (30" O.C.) {24") 1/L2.3,1/L2.4 76cm O.C. 61cm (30" O.C.) (24") 1,2,3/L2.3 61cm O.C. 45cm (24" O.C.) (18") 40cm (16") 40cm (16") Full to ground Fu!I to 9round 30-46cm Con Full, Triangular Spacing (12-18") \ LANDSCAPE LEGEND KEY 00, • ITEM Hydrant Utilities Align Proposed Tree Fence Property Line Match Line Centerline DETAIL/REFERENCES See U.1, U.2 Refer to Plant Legend See C.2 -·-·-Lim it of Work Existing Traffic/Street Light to Remain 0 Parking Meters City Std. Plan STD-920-L NOTE: CONTRACTOR SHALL EXCAVATE AND BOX nvo (2) EXISTING PALM TREE CLU~PS (MULTI-TRUNK FOOM) 1HAT ARE LOCA1ED IN 1HE MEDIAN BETV/i:EN RIVERSIDE AVENUE AND TUSTIN AVENUE. PRO~DE AND INSTALL PALM TREE CWMPS IN MINIMUM 60-INCH SIZE WOOD BOXES (60-INCH \\!DlH X 44-INCH HEIGHT X 50-J! INCH BASE AND BS-INCH DIAGONAL) PER STANDARD NURSERY PRACTICES AS APPROVED BY MARa LOMELI, 1HE Cl1Y PARK AND TREE SUPERIN1ENDENT. ONCE BOXING OPERATIONS ARE COMPLETE AND APPROI/ED, MOI/E BOXED PALM TREES TO THE CITY YARD FOR STORAGE. SCALE: ~'-- 0 2m 5m 1 :200 10m R-5823-S Base Information Provided By: 1----1----1-----------------+-----IAPPROVED MARINER'S VILLAGE: KIRBY & COMPANY 305 North aiast Hwy, Sul1l! T Laguna Beach, CA 92651 Tel: 949-376-1695 Fax: 949-240-9986 etroPointe PLANTING PLAN STATION 229+55 l---+--+----------------+----1 PUBLIC WORKS DIRECTOR ngineers R.E. NUMBER____ TO STATION 231+10 COAST HIGHWAY ~ :J151-':AirwayAvenue;cSuiteJ-1I~-~--~--~-~---~~i======t===="'i'==============~~-'-1-~~4~~~~~0 ~~~~~~~~~~~~~~=-=;~==~~~=== Costa Mesa, CA 92626 DATE----------CAL TRANS ENCROAGFfME:NT-PERIV11Tl\:JO.f2()2~l\l[C:b507° (714) 438-1095 1---+---+-----------------+----I DESIGNED DATE BY DESCRIPTION REVISIONS APP'D LAK/KES CHECKED LAK/MRM DRAWN AFH/CSW DATE JULY 19, 2002 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L2.1 SHEET/;, OF 2.'2-- 7 I \ \. i 0 , ,. 0 lJ I " • \ r r LANDSCAPE LEGEND PLANT LEGEND KEY llEM DETAIL/REFERENCES SYMBOL NAME BOTANICAL NAME COMMON NAME ROOTBALL SIZE "' Hydrant TREES Cl"' Utilities See U.1, U.2 • WAS ROB Woshlngtonio robusto Mexican Fon Polm ,91rn x .91m x .91m .,..--.,, -Align (3' X 3' X 3'] • Proposed Tree Refer to Plant Legend SHRUBS Fence See C.2 Cl UG TEX Ugustrum Japonlca 'Texonum' Wox-Leof Privet 15 Gallon ---Property Line ---Match Line ll RHA CLA Rhophlolepls indfco 'Claro' Indian Hawthorn 15 Gallon ,t---Centerline GROUNDCOVER -·-·-Limit of Work CJ CAR GRE Carissa m. 'Green Carpet' 'Green Carpet' 5 Gallon +----Existing Traffic/Street Light to Remain Natal Plum 0 Parking Meters City Std. Plan STD-920-L Kl RBY & COMPANY etric landscape archlrecture • planning • urban design ~~=·=·=·=-=···=···==·• ""305NortheoastHwy,Sulle.f Tel:~949-376-1695 Laguna Beach, CA 92651 Fax: 949-240-9986 DETAIL Fo: ACING ) 4,5,6,7/l23 As Shown 1/L2,3,1/l24 76cm O.C. (30' 0,C,) 1/L2.3,1/L2.4 76cm O.C. (30" o.c,) 1,2,3/L2.3 61cm O.C. (24" 0.C.) HEIGHT fjb!ij" 61cm (24") 61cm (24") 45cm (18") SPREAD 40cm (16") 40cm (16') 30-46cm (12-18") REMARKS Matched/Skinned/ 30.48cm (12"] min, trunk caliper 0 1.22m [ 4-0"] from F.G, Full to ground Full to ground Can Full, Triangular Spacing TO SHEET NOTES REFER L2.1 FOR SCALE: 1 :200 0 -0 2m 5m 10m R-5823-S I I I I I I I I I I ·"- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPROVED 1----+---+-----------------t-----1 Base Information Provided By: MARINER'S VILLAGE: : PLANTING PLAN STATION 231+10 1 etroPoJnte -----+------------PUBLIC woRKs DIRECTOR TO STATION 232+50 COAST HIGHWAY i ng,neers R.E. NUMBER-----I 3151 Airway Avenue, Suite J-1 I l=~~=~.-cc:'.'.___ff;J~;Z~i"'o,,,,,'if"-__ 92 ~ 62 ~ 6-~-~~-1--~ -=-= _-:::. _-:::.··t-~~·-=-::t=~--:::::·;·-;· ;;.;;.;;--.;-.;--==-;;.; .. ;;;;;;;;;;;;;;;==t=-·;;;;-.;;;;--~--~·{DDEAE:siTEim:N-@-DD-~~::::_~==-===-c=f-.iii-R~~, .. ~F·=~~~==--:----;-Jr=:C::A:::;:L:;;T::;RA~N:;S;::-;E=N::C:-;R;O:;:A:;;C:;H;M:;;:E;:N;T-;:;-P;::E:,R:M:;;l:-;T:N::O=i.[ 1 : 2 _ 0 : : 2 : - ; : : N : ; : : L : C : : ; - : 0 : 5 0 : : - 7 - i 1 ·~~~~ii~-~~~-~- DATE BY DESCRIPTION APP'D LAK/KES AFH7~;w ~ClTY-oF-NEWPORT BE~c11~--t2;2--- REVISIONS CHECKED LAK/MRM DATE JULY 19, 2002 PUBLIC WORKS DEPARTMENT SI-IEET {4,0F ~ I I I I I I I I _____________________________________________________________________________ J i l t r 4_ PALM ____, ______ _L.,_ EXISTING CALTRANS CONDUIT TO BE RELOCATED REF. C.1 AND C.2 EXISTING CURB TO REMAIN, PROTECT IN PLACE ROOT CONTROL BARRIER-~ EXISTING WATERLINE 6" 8 cm (3") COAST HWY. <S--: ------'=~"'----- 76 cm (2'-6") 6 WAS ROB WITH TREE GRATE SCALE: N.T.S. etric SIDEWALK TIREE GRATE 152 cm X 152 cm (5' -o• X 5' -0") CONCRETE PAVEMENT REF, C.1 AND C.2 liQIE; 1. INSTALL TREE GRATE AND ROOT CONTROL BARRIER PER MANUFACTURER'S LATEST PRINTED DIRECTIONS. 15 cm (6") palmsocb 4 SCALE: N. T.S. EXISTING CURB TO REMAIN, PROTECT IN PLACE EXISTING CALTRANS CONDUIT TO BE RELOCATED REF. C.1 AND C.2 NOTE: 30cm (12• MIN.) 1. STORMDRAIN 76 CM (2' -6") BELOW FINISH SURFACE FROM STATION 229+93.29 TO STATION 230+59. TO BE FIELD VERIFIED. 2. INSTALL ROOT CONTROL BARRIER PER MANUFACTURER'S LATEST PRINTED DIRECTIONS. COAST HWY. 91 cm ROOTBALL (3'-0°) ' EQ. 1,, , ~ :-.. - 30cm (12° MIN.) SHRUB <i2. I 1' EQ. I I <_,JU' -,'l .. !" ,I ' PALM <i;. I I I I I 5 cm (2") MULCH OR TREE GRATE FINISH GRADE OF LANDSCAPE CONCRETE PAVEMENT REF. CIVIL If. I I I I SHRUB pdmdm.dwg I i I ~---5 cm (2") BARK MULCH ---LIG TEX, TYP. SIDEWAUK I -1 EQ, 1.15m {45") EQ. CONCRETE PAVEMENT REF. C.1 AND C.2 7 l 'ill,! 2 x DIAMETER • ' OF ROOTBALL 0 SHRUB 0 5 cm (2") DEEP LAYER OF MULCH (DO NOT INSTALL ON ROOTBALL) G) 5 cm (2") WATER BASIN 0 FINISH GRADE OF LANDSCAPE G) SET TOP OF ROOTBALL 2.5 cm (1'') ABOVE FINISH GRADE 0 BACKFILL MIX PER SOILS REPORT APPROVED BY LAND. ARCH. 0 COMPACTED SUBGRADE xx:shrub.dwg _,,,-DIMENSION IS LESS THAN / 'D' -FIELD DETERMINED /~ • • c:, I • • D 1 2 D 2 D I \ I I PLACEMENT ALONG IRREGULAR EDGES se---~------?"''-----1 /2 'D' SETBACK FROM PLANTING AREA EDGE (lYPICAL) NOTE: FOR DIMENSION OF 'D' SEE SHRUB SPACING ON PLANT LEGEND 2 SHRUB & GROUNDCOVER TRIANGULAR SPACING DIAGRAM N.T.S. /i/i'{JSJ)JUal.r/wg C . EDGE OF. CURB. Q // \\ I \ PAVING OR FACE OF WALL OR FACE OF HEADER • • • • ---- D • • • NOTE: LOCATE PLANTS AT EQUAL DISTANCES (D) FROM EACH OTHER AS SHOWN FOR DIMENSION OF 'D' SEE SHRUB AND GROUNDCOVER SPACING ON PLANT LEGEND 01--:-c~~L~-: ~N~-2-_B_P_L_A_N_T_E_R _____________ W,-,,-Roa _____ _ . 3 SHRUB & GROUNDCOVER TRIANGULAR SPACING DIAGRAM N.T.S. lit,pSfJJ(tlr.rlvp KIRBY & COMPANY "1ndscapearcliirecture_~ planning • uri>an design . 305 North Coast Hwy, Suim T Laguna Beadi, CA 92651 Tel: 949-376-1695 Fax: 949-240-9986 Base Information Provided By: etroPointe ngineers l----+--+-------------+-----1 APPROVED l---+--+-------------+-----1 PUBLIC WORKS DIRECTOR R.E. NUMBER ____ _ R-5823-S MARINER'S VILLAGE: PLANTING DETAILS 3151 Airway Avenue, SuiteJ-1 .___...,.···· '17f;j~':-o/o'ff192626,-·=··~· ·~·-···-··~-==1r~D-A=TE~3~_8=Y~~f~~~~~~~D-E=S_·=CR~IP_··=TI_·O=N:::::~::::1::A_""PP:'D.:f;;;;~~G::::;:i;;::::===;:~;:;R::~~~c'.'.'.'.sw~~~:j•~~C~A~~~l~T~Y~t),l~~~c£~F~t),l~~~-~~D~;~c~p~Ho~M~:~;~T~B~p~:~:~~~ll;!~~N~O~.J!i2~0~2~:~2k;L~~34-0~5~og1J. I=-=~~= REVISIONS PUBLIC WORKS DEPARTMENT SHEET/50F1.J,.. CHECKED DA TE LAK/MRM JULY 19, 2002 l C I \ \ etric ---. ----- .,-.._ (X) ......._____ Er-----lD . '""""" ~ '""""" KIRBY & COMPANY landscape archirecture • planning • urban design ... ·---.. -·· ·~~====~~- 305 North Coast Hwy, Suire T Tel: 949-376-1695 Laguna Bead,, CA 92651 Fax: 94!1-240-9986 1.5m ( 4' -11 7 /8") ~-CAST IRON FINISH NOTES· 1. TREE GRATE OPENING TO BE 41cm (16"). 2. GRATE CAST IN 4 PIECES. ALL CASTINGS WILL BE OF HIGH QUALITY IRON; ASTM A-48 CLASS 35B OR BETTER; HARDNESS 170-223 BRINNELL. 3. CASTINGS WILL BE COPE AND DRAG SYSTEM, WITH THE FACE OD THE CASTING BEING IN THE DRAG PORTION OF THE MOLD . 4. COPE ANO DRAG PRECISELY TO AVOID EXCESSIVE FINING AND MISALIGNMENT. 5. MODS WILL BE MADE OF #120 OLIVINE SAND OR FINER, TO 'tlELD REQUIRED SMOOTH FINISH. 6. CASTINGS WILL BE FREE OF BURRS, SLAG, AIR POCKETS, BLOW HOLES AND FLASHING. 7. CASTINGS WILL BE SQUARED AND FLAT, EXCESSIVE WARPING OR SHRINKAGE NOT ACCEPTABLE. 8. CAST SECTIONS WILL ALIGN EVENLY W11H GAP PIECES BEING NO GREATER 1HAN 9.5mm (3/8"). ALIGNMENT OF DESIGN SHOULD BE CONTINUOUS WHERE APPLICABLE. 9. WELDING OR GRINDING ON EXPOSED SURFACES IS NOT ACCEPTABLE. 10. CASTINGS SHALL HAVE OPENINGS OF 9.5 mm (3/8") OR SMALLER AT SURFACE OF CASTING AND SHALL HAVE A MINIMUM FRICTIONAL COEFFICIENT OF 0.6 WET OR DRY. 11. REFERENCE DETAIL 2/L2.4 FOR BOLT TREE GRATE TO FRAME, TYP. 12. SUBMIT SHOP DWGS. FOR REVIEW BY LANDSCAPE ARCHITECT. 1 LIG TEX EQUAL SPACE EQUAL SPACE 228.6CM [7'-6"] SHRUB LAYOUT IN PALM PLANTER SCALE: N. T.S. 7mm (1/4") 20 UNC.---------,,-\\.-..--' TREE GRATE---~ 2.5 cm X 2.5 cm X 7 mm 1.6 mm (1" X 1" X 1/4") L-FRAME\ (1 16',--')~-..---~--1 \ I \ I \ I )----i I I I I I I I I I I I I ~--EXISTING CONCRETE PAVEMENT TO REMAIN r----ROOTBALL, TYP. WAS ROB EXISTING CURB TO REMAIN 2 NOTE: SUBMIT SHOP DWGS. FOR REVIEW BY LANDSCAPE ARCHITECT. BOLT TREE GRATE TO FRAME Base Information Provided By: etroPointe ngineers 3151 Airway Avenue, Suite J-1 SCALE: N. T. S APPROVED 1---t----t-------------+------t 1----+-----+------------+----l PUBIJC WORKS DIRECTOR R.E. NUMBER ____ _ 80lT.dwg R-5823-S MARINER'S VILLAGE: PLANTING DETAILS 3 ;i, 7' z n ~ < r r ~ l'T 71 ' I.I' • Cf : ,... I t.,. I \,I .__·,.,· •• ~f7f!j' ;;§";.o/{if022f126~--· =· ---·--0-=·-·=---=·-·-=· -i===p-"'··•-=······c'C·r· e2·=--=·=o-~ac·"=···=· =-=·· =~-~===--t~-----J:::DA:;TE~~~--~·. :::::---~-. ~~==-=· ~·· ~-~-~· ·~-~C~A~··· SL T~RA~_~l\l~St.e!E~N~C:!:R~O~. /\~C::'.c:H2 .. ~lv1~_E:1;_N~T~P5:Er;R~M~IT1..2:N~O::·:,..1~2::'.0'.=22-N~L~C::-~0~50~7~ ~~~~=~= 1---t----t-------------t-----! DESIGNED DRA\\N DATE BY DESCRIPTION APP'D REVISIONS LAK/KES AFH/CSW CHECKED DATE LAK/MRM JULY 19, 2002 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L2.4 SelEET 17,? OF t-'J- ' 1v \ ' I-I 11 ~ [() 0 I lfl Q_ I-lzl tf) {p CJ 1w Q'. 1> <c :::, I I <:) I ----- • iij V / ,.. Ct:: (01 ~ ~ I I I _J -- I r ! ~ • " _, ol T -- c.~~ V ~ • V . "1 I -- 2i'f~ V -------------------------- ---------------·-------------------------------- - -------------------1 -----------1--, ' ,----'' _J ' ~ "'--' ,.._____,. • " •Th ~-~ ~-~ 0 :•n V -"--"' .:,_ I, --1 I-I + (BJ I I ' -------------- 230+50 ' ~~/::, ~}!:::, I ' I ~ I V ' j ~1111•-• lr: ... iw1Sa:-aran 1■rrn111■111t11ra1WraJ11rll!Jn11:■111111111.,.1■ta111T11111111R111111111mtw m111mmrmtlllllra1R111tw11mo,■1■1aa1■1au1:w.,■,■l&1ai••••• .. • .. ••• .. •••••••••••••·•1■1■1■1■1■ ■za1a1■,= aa.a.a.a1az,a1■ ■1■w1:1■.■1■.a.c1a1■1ma1■1■.asaa1■1■1■1aa1■a•1■1WIW1a1■1■miaa111••••=•••••••■1aza:az■a:z::a:aza:a1■1=ta1■1■■1■1■1■1■■1•••·••••••••=••••••••••·a:i•■1■1■1■,••immi•i■l■l■l11J■1■,all.s1■1■ a■1■.a.■1■■,1119:t11m!11l111a1mm:"1"'■1a .. ,a..,a.anm""1■1Hd■mn1a1ffla.■mn1■1na ................ ,■""••• .. ••w .... a:a,,.,a,.,.....,,....,...,,. ... """"..,_ .... .,_ .... .,..-_ _,,, __ .,.,,,_..._ ..... ,.,,.;i.,_._.,.,,, __ j,,.. LIM T OF WORK - [Kt . KONSORTUM 1 ~fflr• 01e~·· ~~~~~~·~--~-~--~-~~~~-c...ci--m1~.,.'i:li<,~""". -~· ~~"-'-,, lmnt, Ciilifomla 11'281', (,49) 22!-04!2 Fu (040) '21-o'30 Rnymond 11', Swartz P.B. Kl lob f: 2139-00-252 I / KIRBY & COMPANY o, E1561 ,~~~·····~··· ~··· ·~-~"'-F',F'~~"f-~~~·~--• am:lifci:lpe~rchltl!eture .~ploffn1n-g.'7lrbilifaesrg~~~~~-~-~--""-~··~~~ 305 North Coast Hwy, Suite T Tel: 949-376-1695 Laguna Beach, CA 92651 Fax: 949-376-1685 0 ' I I etroPointe ngineers LIMIT OF WORK SITE PLAN GENERAL NOTES: 1. MINIMUM CONDUIT SIZE Sl-lALL es 1" (250 mm)-U.O.N. 2. MINIMUM CONDUCTOR SIZE 51-!ALL es "IIZI AUX,,, -U.O.N. 3. ALL SITE 6RANCl-l CIRCUITS el-lAL.L INCLUDI: A Nl:C SIZED 1:QUIFMl:NT GROUND CCNDLICTOR. 4. ALL ELECTRICAL. EQUIPMENT MOUNTED OUTDOORS Sl-lALL eE WE:ATl-lER· PROOF CNEMA "alR). 5. ALL Dll'<l=CT LIGHTING 51-lALL BE DESIGNED / INST AL.L.ED TO ENSURE: ALL DIRECT RAYS ARE: CONFINSD TO Tl-lE SITE AND AVOID OVl:R-SFIL.LING OF L.IGf.lTING TO eu~UNDING PROPERTIES. AL.L L.IGl-lTING FOR T!-11: PROJECT Sf.lAL.L COMFL. Y WIT!-1 ALL LOCAL LIGl-lTING ORDINANCES. Ii>. Al.!. UNDERGROUND CONDUITS ON OTHER RACSWAYS S!-IAL.L. ee INSTALLED TO MEET Tl-IE MINIMUM =Yl:R REQUIREMENTS OF N.E.C. TABLE 311l>c>-!:>. 1. CONTl'<ACTOR TO F<OUTE ALL CONDUITS AF<OUND TF<EES ANP FLANTEF<S. APPROVED 0 . ' PLAN NOTES• m NEW METER FSDEST AL • SES DF<AlUING5 C.I AND C.2 FOR MOF<E INFORMATION. 0 3" (1/i>2 mm! c. (;,) "'l 4 (1) • 4 E/G TO SCE FICK-UP POINT. 0 I" (2!:>4 mm) c. (3) "IIZI 4 (I) 'IIZ' TO IF<RIGATION CONiROLLER / 1-IE[I \ CAL TRANS ENCROACHMENT PERMIT #1202-NLC-0507 R-5823-S MARINER'S VILLAGE: 1----+--+--------------+-----tPUBLIC WORKS DIRECTOR ELECTRICAL SITE PLAN R.E. NUMBER ____ _ ,, ;,s I \.r 1:::1' r-.: ls- ' I.I' ~ 31:i]cAiFW11)1-Avenue,&tileJ-1~~~~'F'="'-"'i--ec•ec••--cc··•·•·cc:•••4•• ·cc-cc-cc--cc-cac-"'-=====·:;:-·-c::--ca-·•cc-·••-'°'-~"°~ . .ce--=¥-ca--cc-ccc-cc-'9c:":'=~~~~~~~~~~~,~~~~~~~·~-~-~--~--~·····~-~···~-~···~--~-~---=°~=~~~~~~~~4~~~~~~~~~~ Costa Mesa, C.492626 DATE___________ PERMIT NO. (714) 438-1093 CITY OF NEWPORT BEACH E-1.1 1----1---+-------------+----I DESIGNED DATE BY DESCRIPTION APP'D DRAWN REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET/7oFJ:/- -w [1ij z z _J _J I I -0 l"O I-f-<( <( :?! 2 -7 J I ____ , ---- (~-~ . ))~ I ◊I I I g -I ; -•--,-•111111raia191111 1■111•-1'"•m-•■,_,,., _,_mm,,mrm-,lll-■m-m•_.••""'••.,. .. • .. •••""''•'·-1 ---+--.,_..,...,._m.-rm~:aJl!lllma111■ramra1■111111111 .... rarai■r:a-m1■11JM1111■1111 ... ,a.aa1a1■1w1• COAST HIGHWAY -----------~1..--------------""'1:s:. - V ~[EID \j V ~I [i] -SMH I/ II sco I LIMIT OF WORK I--I f-+ rJ EMH -I -I I--I f---1 rJ EMH 4 I--l --L------------------------------==-=-====-:::::::==-=-====-=-=~-;-------------□,~---::;;::=:-----..;--r---------,T"-------------;;-,--------,rr--------;;-i5T,,------ o ~ PM° n !-'MO I!] § opM OPM r-M~ -i{J!-W• \I J/ qiJ \I / r., 0 PM SITE PLAN GENERAL NOTES= 1. MINIMUM CONDUIT SIZS SMALL 6E I" <2~ mm!-U.O.N. 2. MINIMUM CONDUCTOR SIZS Sl4ALL 6E °'"' AIJ.la. -U.O.N. !l. AL.L SITE 6"1ANC14 CIRCUITS Sl4ALL INCLUDE A NEC SIZED EQUIFMl=NT GROUND CONDUCTOR. 4. AL.L ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SMALL ee LUeATI-11:R- FROOF (Nl=MA ".,RJ. S. ALL DIRl=CT LIGI-ITING 5!-IALL. 135 DESIGNED / INST AL.LED TO l=N5LIRE ALL. DIRECT RAYS ARE CONFINED TO TI-II= SITE AND AVOID OYER·S>PIL.LING OF Llc.14TING TO 5LIRROUNDING FROPl=RTIE5. ALL LIGl4TING FOR Tl-lE PROJECT Sl-lALL COMPLY UJITI-1 ALL LOCAL LIGl4TING ORDINANCl=S. 6. ALL UNDEF<l:iROUND CONDUITS ON OTI-IER FcACl=WAYS 5!-IALL ee INSTALLED TO MEl=T Tl4E MINIMUM COYl=R REGlUIREMENTS> OF N.l=.C. TA6LE ll=-s. 1. CONTFcAC:TOR TO ROUTE ALL CONDUITS AROUND TREES AND PLANTERS. 1-----1----+------------+----I APPROVED PLAN NOTES: m NEW Ml=TER FEDES>TAL -61=1= DRAWINGS C.I AND c:.2 l'OR M~ INFOF:MATION. m 3' (1i&2 mm> C., (3) "2 ' (I) • 4 E/G TO SC£ PICK-UP POINT. 0 1" (2S4 mm) C., (!l) "liZ> f (I)""' TO l!'<RIGATION C:ONTROLLl=R. CAL TRANS ENCROACHMENT PERMIT #1202-NLC-0507 R-5823-S MARINER'S VILLAGE: Kl ~ t/4 ~~1) ',/, ,l'~ KIRBY & COMPANY ' I I I ' ' • t t r l I I l \ rT1 rn -,:-. m f"'r-, -7" -§; r "' .... rr, ..._ s:; 2: t; ~ ~~ KONSORTUM 1 Ii Qc N□. E1s610 ~ ~tcFi<J-Ccc-~~~~~~~~~~--~--~--·cc,· m1°St:ff..i,c1r,tvcSu1w:IF'°---~~~1+~~~~4"~~~"'r~~~9,onascapeafcttltectar~751ann1fig •7!1'bcin~eslg·-,"'-, -~----~~~~~,~~~~ '""•· C.Jll,ntl, 0261< * Exp, 1U31/0 * ~ (9'0) "'1-0l32 Fu (DIO) 221-0llO "' 305 North Coast Hwy, Suite T Tel: 949-376-1695 etroPointe ---------------1----1Pueuc woRKs DIRECTOR ELECTRICAL SITE PLAN ~ ~~!1!;!!uud'i'~~~~i;;;;i;;;;;i;;;;;;;;;;;;;;;;~~~;;E==¾:=~~R::;;.E~. N~U;:;:M:;BER~=====r~~~~~~~~~~~~~~~~~~~~~~~,~~~,~~~~~~ Costa Mesa, CA92626 1-----+----+------------+----I DATE----------PERMIT NO. Ra,.,.ond W. Swartz P.E. ,_,.,_ Laguna Beach, CA 92651 Fax: 949-376-1685 Kl Jab f; 2199-00-252 CA\..\ E-1.2 (714)438-1095 '===-----r::-:'""".,-----+-----------------.--------1 1--l)-ATE--1-B-Y-1-----D-E-SC-RIP_TI_ON _______ AP_P_'D--I DESIGNED DRAl'M CITY OF NEWPORT BEACH REVISIONS CHECKEI) DAlE PUBLIC WORKS DEPARTMENT SHEET/ f3 OF 22-- ' I , 17.25" EXACT LOCATION PER CITY REPRESENTATIVE , I ELECTRICAL SYMBOLS LIST fti~-l~; MOMS F<1.N TO PANEL. LETTI:R DESIGNATES FPNEL. NUMeER INDICATE!6 CIRCUITS>. ½ A-1◄:3◄& MOME RUN TO PANEL. LETTER DESIGNATES FPNEL, NUMElERS> INDICATE lj'"H II If ) DEDICATED CIRCLIIT& WITM SEPARATE! NEUTRAL&. ~A-1+:3+& HOME RUN TO PANEL. LETTI:R DESIGNATES FPNEL, NUMElERS> INDICATE! 1jtttllllll> IOOLATED CIRCUITS WITH SEPARATE NEUTRALS AND IOOLATED GROUNDS. ----eRANCH CIRCUIT WIRING, 2 '12 IN V2" <121 mm) =NDUIT OR AS NOTE!D OR SYMeOLIZl:D Ill 11:1" n21 mmJ C-.3'12 111 Ill Ir.I" n21 mm) c-1&'12 1111 Ir.I" (121 mm) c-4'12 Ill 1111 :3/4" (l!lJZ> mm) C-1'12 11111 Ir.I" n21 mmJ c-&"12 1111 1111 :3/4" (IW mm> c-e~2 Ill Ir.I" (121 mm) c-2~2 • 1~2 1/Gr. CONDUIT r.uN CONCEALED ElELOW GrRADE, :3/4"C MINIMUM WITH =oE SIZED EQUIFMENT GROUND. ---~] CONDUIT &TUe OUT, CAP 4 MARK. • I TO SCE VAULT TOP VIEW MOUNTING PEDESTAL PANEL "MPA" MAIN C.6. E>0Al2P BUS E>CZlA ----:/~ CONDUIT &rue OUT, CAP • MARK. z LINE :is I I LOAD ~~ ----CABINET DOOR TO FACE SlREET CABINET__,.,.,.....,.- SIDEWALK \_26.25" X 24" X 12" THK. P.c.c. PAO NOT TO SCALE / 2" PVC 11 L.. _ CONDUIT tJ==-== PULL BOX, SEE SlD-204-L FOR SPECIACA TIONS L--CONDUIT &-24" GROUND ROD CIRCUIT CONDUITS AS REQUIRED LOCATION PER MANUFACTURES SIDE VIEW SPECIFICATIONS MYERS CABINET MODEL NO. MEUG20X-M100 c/ss WITH WINDOW ANO METER SOCKET {STAINLESS STEEL} 1 PHASE 3 WIRE 120-240 VOLT 100 AMP MAIN CIRCUIT BREAKER AND SPACE FOR SIX 2 POLE CIRCUIT BREAKERS INSTALLED PER MANUFACTURER'S SPECIACATIONS. z NOT TO SCALE 20.25" METER-~• READING • 1• • PLA1E ~~ NOTES: 1. ALL ANCHORING HARDWARE, MOUNTS, NUTS, BOLTS AND BASE SHALL BE STAINLESS S1EEL 2. PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL SIDES, UNLESS OTHERWISE NOlED. 3. ME1ER FACES STREET. !'-ADDRESS: 2" HIGH, BLACK "1NYL SELF-STICK NUMBERS/LET1ERS :is • • 26.25 26.25" FRONT x 24" SIDE -I t======l 3• (TYP} [ ½" BOLTS SUPPLIED J 3" (TYP} Wini BASE----- 771-.. : · .·. ·;· , .. ,. I __ ,._.:.._ ..:. --_,,.:___,_ -~ - r':Hr~. _Jt;~,~N;~~ 2!~;1~, (X) . _ ]! > 7 '. ~. ~: ' : :, • -~ ·:·: :.('.-: • '.. ~-:'.~:= :'.-: ::: ·:·'.~;' :·:~·: ·_ ~;: J' 2" CONDUIT TO --....._ LOAD-SIDE PULL ----..._ BOX / LINE-SIDE CONDUIT FROM EDISON VAULT PER SCE SPEC. d FRONT VIEW (4) ½" X 6" ANCHOR BOLTS WITH 1' HOOK NOT TO SCALE PLAN NOTES, BASE DETAIL NOT TO SCALE l'i""l PROVIDE CONCRETE FOUNDATION (21¾:l!Z) • 28 DAY5J b.!,l AND FER REG'S. OF MFR. VERIFY EXACT 51ZE OF FOUNDATION WITl4 MANUFACTURER AND STFaJCTLIRAL ENC:ilNEER FFi?IOR TO ROUG14-IN. PROVIDE FAD MOUNTED BASE WIT14 ANCl40R BOL re EMBEDDED IN CONCRETE SUFFLIED 6Y Tl4E FEPESTAL MANUFACTURER. l":;"l DISTANCE 514ALL 6E 8" MAX. IF Tl4E DISTANCE 15 !..=J GiREATER TI-IEN 8" A RETAINING WALL SI-IALL BE INSTALLED. 12r2>/24r2> VOLTS I PHASE WATTAGE LOCATION ¢A ¢6 &FACE - S>FACE . <=ACE -SPACE - &FACE -$PACE - WATTS ¢A -23':lfZ) TOTAL WATTS -::IE>SIZ> HIGH ¢ WATTS = 23Sr2> UNDE~OUND FLILLSECTION FER 5.C.I='.. REGlUlfi!l:Ml:NTS 3" (7fb2mmJ C., 3 "2 4 l"6 TO FOINT OF CONNECTION A$ SHOUN ON FLAN10-•- L T G -. -. . . 3 R E C -- - - - - METER PEDESTAL ELEVATION / PANEL SCHEDULE/ SINGLE LINE DIAGRAM KIRBY & COMPANY WIRE A.LC.RATING E,!:, ,fZ)fZ)fZ) M B C C B M R L WATTAGE I K I I K I E T s R R s C R C C R C C G ¢A ¢8 LOCATION - - 1 2 21Zl/l -. -:31Zl0 IRRIGrATION CONTROLLER - - 3 4 21Zl/l ---- --5 6 21Zl/l ------7 8 21Zl/l ---. --9 10 20/1 ----$FARE --11 12 21Zl/l ----SPARE ¢8 -l:ilrz>rz> AMPS -IS LCL -NIA HIGH ¢ AMPS -2(2) HIGH ¢ LCL -NIA fb'f>fl)IZ)IZ) AIC RATING. (121Z)/241Z)v, 14',3UJ) Ir- I I I I I I I - -7 M ) 61Z)A 2F ~ PANEL - I I I I GND. eue Ci: 1---314" (l':l!Z)mm) C., I "8 TO DRIVEN GROUND ROD FER ·- N.E.C. "2&0-83 N.T.S. 1 1----+--+-------------+----I APPROVED ► H.I.D. GROUND MOUNTED FLOODLIGI-IT. 1B) METER PEDESTAL [i] FIElER OPTIC ILLUMINATOR ANNOTATION SYMBOLS a:) PANEL CALLOUT, "A" INDICATES FPNEL130ARD OR EQUIPMENT DESIGNATION. W DETAIL. CALLOUT, "!l" INDICATES DETAIL NUMeER "E·l" INDICATES SHT. NLIMeER. '57 m REFERENCES A FLAN NOTE, REFER TO NOTE!& ON S>HEET, OR A& DIRECTED. _ffi REVISION REFEl<ENCE, l<EFER TO NOTE& ON S>HEET, OR AS DIRECTED. CAL TRANS ENCROACHMENT PERMIT #1202-NLC-0507 R-5823-S MARINER'S VILLAGE: - ,:; 7 I \ u i Cl ,.. ' I., ' \J 171 lr Nz ;_ 6' ,... fT ,... 2 IT etroPointe i---1--+-----------1---1Pusuc woRKs DIRECTOR SINGLE LINE DIAGRAM J; ;5~]!'!;:!!aurl-i'-····-· -~-f;;;;;j;;;;;j;;=:=:=::=:==:==:=:=:::E::::::~~=~~R~.E.~N~u~M~BE~R====-=l-~----~--------~--------1----;~---~ Costa Mesa, CA 92626 DA1E -----------PERMIT NO. (714) 438-1095 1----+--t-------------t----l DESIGNED DAlE BY DESCRIPTION APP'D REVISIONS • CHECKED DRAWN DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT E-2.1 SHEET/1 OF ~2- I : I W: 0 Q)W a:> W,<( .....:J -, . -a: SCALE: 1 :500 ~ ,/., ; ! •• ·~ ! i i i .• • ' ~~,' • ·-'··---··~· !•1== 3.3 MIN •• (3.35) -----~------- -- (3.35) -~-d;,c,=-}:-i?l;tw:~ ...... .:..... ____ ,, ......... ,., .. COAST HIGHWA¥ SCALE: 1 :500 i i j • ...... .. .... ••• ................. • • .. 1.1.11c1c11···--1.cc.·1 ••••• -··7 I I I i i ·-~- i ; -, __ i} == I/IClillClf:=·11ICl.==1:c"·l=·1·•--· ............................ .. ---:-;:---. --- I /: ·--~~~ U' : ,.-·• : -·~ ;~?Jt;; '7 ' i _.i PHASE 1 -WORK HOURS :, L' Sf} ....... .,/ _ 1 LAN0s9AP~ & HA~ _$CAPE IMjROVEME~TS .• _ 1 1 1,, ( ·1 : . ... I • '. I .,. • •• I i •. \ I! !r Ice:: • //l ! ,?!'.~?;; I i z l : . -1/ ;·--, ! '.'11•.i/!1i.. • ,~ if.· ! f • ~'j~ :' I : ~~:::! I i{.111/i :/:.. . . .1 /ii! :::)i <( .. i• ... i,, . • r ,~t,·r .• • , • ,;/', 1-!I ·.. ,'i, . . t t~cl, ,--·-·--+····-'·• -~;wAif~-· ;7.7~:-ww-.-. ·: ~ ,~~;: ,.1-:: .:~!'. ):,· Jr -=== i4---==:-· .•... -~~~~~li ... J_I~~ .. ~ .............. , ..... ◄ ◄ ... .... 3.3 (3.35) (3.35) • ·_:_:c· • • -__ -<:;_::.·---a.,--.,·------·--···-- '(!• INSTALL WARNING LIGHT (TYP ALL BARRICADES) •• 1.~l+OO ---'---,---- ---~--I I I II I'll 1111 • ._ .. --•·•• • COAST HIGHWAY 150m J.\r-1 .. . .. :..iH~ 150m ------------------------•• , . ----- ------------<-, •• PEDESTRIAN WALKWAY DELINEA TOR PLACEMENT A NO SCALE / I __ ,_! .............. ~ WORK AREA 7 1.2m r (3.3m) ~i--(3.3m) --i~ MEDIAN~ I 1 3•5m7 I I PHASE 1 NON WORK HOURS LANDSCAPE & HARDSCAPE IMPROVEMENTS CONSTRUCTION TRAFFIC CONTROL GENERAL NOTES 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO "CALTRANS STANDARD PLAN T11" LATEST EDITION, SPECIAL PROVISIONS AND THE ENGINEER. 2. TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THE CALTRANS "TRAFFIC MANUAL, " LATEST EDITION, STANDARD PLANS A20(A-D) AND A24(A-E) AND THE SPECIAL PROVISIONS. 3. ALL EXISTING INTERFERING/CONFLICTING SIGNAGE SHALL BE COVERED OR REMOVED TO THE SATISFACTION OF THE ENGINEER. ITEMS REMOVED SHALL BE REPLACED AT END OF CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS. 4. CONSTRUCTION SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED. 5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE DIRECTED BY FLAGMAN AND APPROPRIATE SIGNAGE, AS DIRECTED BY THE ENGINEER. 6. FLASHING BEACONS SHALL BE USED AS DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR SHALL MAINTAIN ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUTION. 11. CONSTRUCTION ACTIVITY WITHIN THE WORK AREAS SHALL BE NIGHT WORK AND LIMITED TO THE HOURS OF 9:00PM TO 6:00AM. DURING NON-WORK HOURS THE PUBLIC SHALL BE PROTECTED FROM ALL EXCAVATIONS TO THE SATISFACTION OF THE ENGINEER. 12. TRAFFIC LANES SHALL BE RE-OPENED AT THE END OF EACH WORK PERIOD. 13. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION TRAFFIC CONTROL, TEMPORARY SIGNING AND STRIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONCLUSION OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. 14. CONTRACTOR SHALL NOTIFY THE CITY'S POLICE AND FIRE DEPARTMENTS TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION. 15. THE CONTRACTOR SHALL COORDINATE WITH CALTRANS, 24 HRS PRIOR TO COMMENCING ANY WORK WITHIN A SIGNALIZED INTERSECTION. 16. ACCESS TO DRIVEWAYS ADJACENT TO THE WORK AREA SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL CONES OR DELINEATORS MAY BE REQUIRED TO DELINEATE THE DRIVEWAY ACCESS ROUTE THROUGH THE WORK AREA. • ---P-0°~,-~:BEY----------tEXIS;~;- DELINEATOR (TYP) LINE (TYP) DELINEA TOR PLACEMENT B LEGEND NO SCALE • • POST TUBE DELINEATOR fE«I FLASHING ARROW BOARD .. DIRECTION OF TRAVEL TYPE II BARRICADE ~ PORTABLE SIGN I = I TYPE II BARRICADE WITH SIGN vm WORK AREA R-5823-S APPROYED MARINERS VILLAGE 8. CONTRACTOR SHALL INSTALL TEMPORARY NO PARKING SIGNS AND SHALL COVER PARKING METERS AS REQUIRED. Di MetroPointe c"•~OF~s::~~ LANDSCAPE IMPROVEMENTS ... ... N ~ "' 0 '-N 0 ....... U) CJ> ;: " I / "' -.. Q) .c (f) / "' <I) . ;j; .,. ;z r 7 .., ,:: r r ii IT , ' u Cl C ' l,J -I...; ;:i:: 7"' ' :;,. ~.,, .,., r, 8 ~ E r N C ....... I'-> t'" 9. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, .......... MINIMUM. HEIGHT OF 2.1m, \1/EIGtiTED WIIf-1 SANDBAGS. 10. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. etric DIAL TOLL FREE a1fll~ngineers (1;}~""' "';.?,!f, pusuc woRKs DIRECTOR _ ..... 1A"~2,~~~(')7.:?JOQ 9ill 3d;,;/J.t":s«J,1!Ji;"J2~uiteJ-1 t RCE 38796 '.ti , .. ~-~i~~c.1~~---·-···~·~··-··-.. ·-···----~~~-~l~~~-··~·I •n~=····~·~-~·-~R.-E-N~U-M-BE-R--~-------~-----------~l~~-~~T-R--A-· ~--F-· .. ·-·····-··~-l~C-~C-~O~-N-T--R-0-~L--~-~] l'>c.°"~'""/ I LUI-> I I iV Ur\ I --(114)431!-l • •• ~-Exp,cc(J3/.J1/.0'·· ·* -~ vn oc-• • 'ff~··---1~-~~~~ BEFORE YOU DIG t,;.-!}).~,~~ ~---1---1---------------1---4--D-ES-IG-N-ED----~D-R_A_WN ____ --11--------------------...--------1 8. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~~-~• -/ht,v:4.._,~~~~$,,..,.-,.,,.z._,01,~ ~ -DATE BY DESCRIPTION APP'D CITY OF NEWPORT BEACH TH.1 m MARIE MARSTON, P.E. DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 20 OF 22 ~ 1..----------------------------------------------------------------------'---------------------'----------------------....Jl....-----....1.-------'----------------------'----------', ----<:-,,,I -------- ··"- I I ! I I I ____ J , -----------''-f,! , ! znt-oo • ' =---·=v~ ~-_= __ = __ =_-.1 i ----____ __,}'---' il"iJ~:~~r I , :I ' l,.'~)1 -11.- ,·-:,11•·)1 i Gl ~--:--;_-,-----, , F~~-~ --=l·_~-=::: _:_,~;J_\:_z __ -_,___ __ I r- 1 l __ _ , ' : ___ J ~~-- ,,.,';_".-\5:":. ---2· -;:, " r SCALE: 1 :500 ~-r-_r __ ~ - 1 ," , -----1---',==='::i,.'._--,L ---------------------------------------- ,cf--(3.35) 11111 (3.35)- ,,,-~ --(3,355' ====-=-i=--------------+ 2:lOHKl ,_ ,;,---___ ---+= (3.35) (3.35} • • • • • • COAST HIGHWAY , - ----------------------·-- COAST HIGHWAY ------_______ ,, ---------------------------------------------------------•--; '-·---- C.1 • (3.35) • • i '. : • ""/{" --, i (3.35) ,,.,00 ! i ======-I"_=_= __ =_= __ =_= __ ,--__ =__ -, , ,----, -, ----------{., ' '>."::::>:';," i \ .,, ' t ---------~ SCALE: 1 :500 ! ' i i ' PHASE 2 IRRIGATION CROSSOVER ' 1-, 1: . I Ii I: -._ /• --------------, ------------- PHASE 3 IRRIGATION CROSSOVER COAST HIGHWAY , r 1 -_'-/-' ' >--:--1,,,:;;0-, ,--·->:{:/?~<- c~8i~1) ! i --------------------~==,-,==='c"=====-------------====------------==== ___ --_--:_~-:::~ ;:J,1 --------, ---, • ,_ ~._] ___ LL,--"'•-):(~::)~t::~ I I I I ! i i ! , ' i ' ' ' / {,-' , _', ! •:; \ •"' '•!' ,C•-.· ,_ -- m(,s),6~~::~0iCT' ' "/,~",' .. __ =--______ -==-----___ =--:-__ :::-:=--__ "' " 3: ;p 7' 2 r, ;II V 1 \ C , \ \ E ;::z 6 r N R-5823-S -o ,------------------------..----,----,-----------------,----'"T---------------'"T--------------------------------1~ APPROVED JJ_trfc DIAL TOLL FREE 1-800-227-2600 -1r,,.~~++~----rArl'rT,.,EA"""SrTWOuAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,(Jff.,f,,u,.--~ MARIE MARSTON, P,E. DATE MARINERS VILLAGE 1l " LANDSCAPE IMPROVEMENTS ~ PUBLIC WOR~~E.D:~~;~: ____ TRAFFIC CONTROL i cc//c-•l•--~l•--•l~--~-------~--~-,•---'+.e=~-~~---~-----4•--~-------------------------~---1 Ur·----+"-~-~--DATE _______________ N 1---+--+---------------+---➔===-----.==.,------t-----------------------,,--------,~ DESIGNED DRAWN CITY OF NEWPORT BEACH TH.2 ~ DATE BY DESCRIPTION APP'D REVISIONS CHECKED DATE i------------i ~ PUBLIC WORKS DEPARTMENT SHEET 21 OF 22 ;::!-L-----------------------------------------------------------------------------...a. ______________________ .,_ ________________________ .._ ______ _. _______ ...._ _____________________ ._ ______ __.-, w w Cl) l ...... C18 I , l ---,.l.-+---------,- :;-,\ . -----------------·-----~-----~------~ I I • ◄ (3.35) ·111111 • (3.35) ~-oo • 11111 ·ci:35) •• • -.. ,,---f-----• SCALE: 1 :500 (3.35) (3.35) • ~J1•00 . . . .. I .. _:> \:t • ·:--:··-:·· . . . . . . . .. .. -••~-...----~•--◄•>---••--•---~---··_· .. • .... -_· ---·-·.:_ .... -t11DJI!► (3.66) MIN GOAST HIGHWAY --IDJI!► (3.66) MIN ·---------------------------------------~ -------~ '-----~----- ., .......... -·······. .... . 11 / • • PHASE 4 (3.35) (3.35) 56m EiUFF'ER ~;t+oo ------------- 98m TAPER COAST HIGHWAY LANDSCAPE & HARDSCAPE IMPROVEMENTS I- LL WW z ..J -w ..J > 50 I-co << :::!?! w w Cl) C18 R-5823-S Il MARINERS VILLAGE MetroPointe LANDSCAPE IMPROVEMENTS APPROVED • l -l -::c: ? ;i:: ,.,., ., 'T r E z 7" C: r DIAL TOLL FREE J~ngineers Pusuc woRKs DIRECTOR 1-800-227-2600 3151AinvayAvenue, Suite!-] It RCE 38798 -t-9) R.E. NUMBER ---TRAFFIC CONTROL lihc--'f-+-~~~~~==-=~~-1 :;ost,rMesa,--64-9262'fr---..,•-;-\.-~E,-p-. 0-3-/3_1_/#0_5_)*_,//...!:===l====t================!====l--------=======-i~------'!~_!.!._~___!~!..::'~-~".....::~_!_~.!._!_'~~~c._----+-----c------- AT LEAST TWO DAYS (714) 438-1095 \,_ DATE __________ _ BEFORE YOU DIG o!:,, c1v11. ~.,.,~ ;{)a,:._ ~ S',-Z.-1!>3 ~~,o DATE BY DESCRIPTION APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH TH.3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MARIE MARSTON, P.E. DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 220F 22