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HomeMy WebLinkAboutP_5200_S:J: \,) :i m z 0 ~ \!) z i= % :::, . :J: lL i-: IS) I-IS) I)'. ::, . :t: ~ )L 0 -.:: \) oc IO ! i· I • EMERGENCY TELEPHONE NU!MBERS ] • . AGENCY DAY l NIGHT ' SOUTHERN CALIFORNIA GAS COMPANY 1 (800) 624-81513 SOUTHERN·CALIFORNIA EDISON COMPANY 1 (800) 611-19111 • PACIFIC TELEPHONE COMPANY • 611 i CITY OF NEWPORT BEACH (UTILITIES DEPT.) 1 (949) 644-30111 COUNTY SANITATION DISTRICTS · 1 (714) 962-241!1 COMCASf CABLEVISION 1 (714) 542-622j2 .UNDERGROUND SERVICE ALERT 1 (800) 422-41 ~1;3 ' ! i ci ci > id I)'. ADAMS AYF!.. Ot<tANef!.. C,OAi!iT C,OLI..E6 GITYOF I)'. • COSTA () ;:: IO w I)'. > Ml:SA < :t: I)'. < IL. 1 (800) 634-0251 1 (800) 895-0221 611 1 (949} 644-3717 1 (949,. S42-6222 1 (800) 422-4133 YIC,TO\<tlA ST. u.i ~ 1"lTH ST. < ~ ~ < i[ YIG!NITY MAP NOTTO SC-ALE ' ~ITY !oF NED~ N· ' ·e1~ ' iJNIY'f!.l"tSI SISON Ave IJ.C,.J. CHITECT FOR GITY OF NEY'IPO TBEAGH PFlO.JECT 1..0GATION CON TRAC. T NOo 9 '1 8 i NarES: l THE CONTRACTOR SHALL PROVIDE .ALL LABOR TRANSPORTATION, MATERlALS, AND SE:!'<\/ICES NE:CESSARYTO FURNISH AND INSTALL ALL CONSTRUCTION ELE:MENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFE:TY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL T ,.o.KE SOLE RESPONSIBILITY FOi< ALL COSTS INCURRED DUE TO DAMAGE AND/ OR REPLACEMENT OF SAID UTIL.ITIES, INCLUDING DELAYS. 5. ANY D!SCREPA'ICIES BETWEEN THE FIELD CONDITIONS AND THE: CONTRACT DOCUMENTS AND/ OR THE DESIGN INTENT AFFECTING THE ' • . SUCCESSFUL COMPLIETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE CITY (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IHMED"°'TELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL. THE DISCl<EPANCIES HAVE BEEN RESOL.VED BY THE CITY (JOB SUPERINTENDENl) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE' WITH SSP\VC EDITION 2005 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE' IN THEiR BID THE COST OF ALL. DEMOL.ITION AND ANY SOIL IMPORT A'\ID 01< EXPORT NEEDED TO COMPLIETE THIS PROJECT. 20271 ACACIA ST., SUITE 120 NEWPCRT BEACH, CA 92660 TEL. (949) 251-8999 FAX. (949) 251-0899 ~ 00 © IMl a'1i @ © u i1!l 00 @ DATE PARK AND TREE .SUPERINTENDENT DATE BY SECTION 4216/4217 OF THE' GOVE'RNMENT CODE REQUIRES A D!G ALERT IDENTIFICATION NUMBER • BE ISSUED BEFORE A 'PE:RMrT TO EXCAVATE" WIL.L BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBE'R CALL UNDE'RGROUND SERVICE ALERT. TOLL FRE'E' J-800-422-4133 (TWO WORKING DAYS BEFORE YOU DIG) DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROIJND'SERVICEALERT Of SOUTHERN·OALll'ORNIA L..E6END @ SEV'IE.~ a..eANc:ilJi mJ . y,1.,i,TI:=RMETERBOX i::::::ro 5.l..EGTRlCAI... SERVICS PANEl- r£3' G,!,,.$:-,!ETE:R,-400GFM (-:] • !=DIS.ON <.S~l/ND 60X • tJ.TlL!T'T'POI..E © F!RE. H'l"Di'i/.AN.T ~ S-TREET LlGHT • ® BOLLARD LIGHTS ; 0 TRhSH W:T~N~R SHEET INDEX:·· L-1 GOVER SHEcT ~ .... l __ ~~ Bl=NC!+LOC.ATION I . ORINK!N6-f'OUNTA!N L-.2 L-3 PRECISE 6RADE $ DRAINA6E: L-4 EROSION GONT~OL. L-5 GONSTFtUGTION PLAN L-6 CONSTRUCTION DETAILS L-i Slc&N DeT AILS L-e Ll6HTIN6 PLAN L-c:t L-10 .L-1 1 L-12 ELEG TRIGAL. NOTES ·1RRl6ATION PLAN ·1RRl6ATION DETAILS .IRRl6ATION SPEG5. L-1 9 TREE PLANTING·PLAN L= 1 4 PLANTIN6-PLAN APPROVED C-3787 +11, MESA-BIRCH PARK 1 • DATE DESCRIPTION APP'D. DESI E REVISIONS CHECKED DRAWN DATE· 5-30-06 CtlY OF NEWPORT BEACH PUBLICWORKS DEPARTMENT P-5200-S SHEET L-1 OF 15 -·· ···--------· -----··----· ··--------~ GENERAL GRADING SPECIFICATIONS GENERAL REQUIRED INSPECTIONS 1 ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNlCIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2 DUST SHALL BE CONTROLLED BY WATERING AND/OR PALLIATIVE. 3 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4 WORK HOURS ARE UM!TED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. · 5 NOISE, EXCAVATION, DEUVERY AND REMOVAL SHALL BE CONTROLLED '! 1 A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRAO!NG WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOlLS ENGINEER, GEOLOGIST, CllY GRADING ENGINEER, OR THE1R REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2 A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUBGRADE PREPARATJON FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THElR REPRESENTATIVES. REQUIRED FJELD JNSPECTIONS WILL BE OUTLINED AT THE MEETING. PER SECTION 10-28 OF THE NBMC. • GRADING FILLS/CUTS • 6 THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB S1TE AT ALL TIMES 7 PERMITTEE AND CONTRACTOR ARE RESPONSlBlE FOR LOCATING AND PROTECTING UTILITIES. 8 APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9 CESSPOOLS ANO SEPTIC TANKS SHALL BE ABANDONED lN COMPLIANCE WlTH THE UNIFORM PLUMBING CODE ANO APPROVED BY THE BUILDJNG OFFICIAL. 1 O HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE. APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11 POSlTIVE DRAiNAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING ANO SLOPE AREAS. :r 12 FAILURE TO REQUEST INSPECTIONS ANO/OR HAVE REMOVABLE EROSlON l CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL .; RESULT IN FORFEITURE OF THE CONSTRUCTION SlTE CLEANUP DEPOSIT. ;i • , I 13 ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM 1527, ASTM D1527, ASTM 03134 OR ASTM 01785. ,l 14 NO PAINT, PLASTER, CEMENT, SOJL, MORTAR OR OTHER RESIDUE • SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17 .32.020 , EROSlON CONTROL 1 TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 : TO MAY 15. 2 EROSION CONTROL SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15 • 3 BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURlNG THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4 LANDSCAPING PLANS SHALL BE SUBMITT£D FOR APPROVAL, WORK COMPLETED ANO A. CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADlNG ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAlVED BY THE CITY GRADING ENGINEER. ' 5 TEMPORARY D:ESILTING BASlNS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. UNAUTHORIZED CHANGES AND USES: CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL NOT BE RtSPONSIBLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE 'PLANS. ALL CHANGES TO THE PLANS MUST BE lN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS .• ENGINEERiNG NOTE TO CONTRACTOR: :\ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, [ PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS. WERE OBTAU>IED "i BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR : KNOWLEDGE, THERE ARE NO EXISTING UTILITfES EXCEPT ·As SHOWN ON :I THESE PLANS. 'THE CONTRACTOR SHALL ASCERTAlN THE TRUE VERTICAi:! AND HORIZONTAL LOCATlON AND SIZE OF ANY i PUBLIC OR PRIVATE UTIUUES SHOWN OR NOT SHOWN HEREON. CONT611',CTOR AGREES THAT HE SHALL ASSUME SOLE _ANO COMPLflE RESPONSIBILITY !FOR THE . JOB SITE CONDlTION DURING THE COURSE OF CONSTRUCUON OF 1i!ilS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ANO T!-Vllf • THIS REQUIREMENT APPLY CONTINUOUSLY ANO NOT BE UMITED TO NORljtAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY ANO HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM ANY AND }LL LIABILITY. REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE ': OF WORK ON THIS PROJECT, EXCEPTING FOR LlAB1UTY AR1SING FORM TIHE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1 GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2 FJLL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT COMPACTION OUT TO THE FINISHED SURFACE. 3 ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOlLS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXJMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTlTY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPUEO TO THE FILL AREAS. 4 AREAS TO RECENE FILL SHALL BE CLEARED OF ALL VEGETATION ANO DEBRIS, ,SCARIFIED ANO APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5 FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL 6 ALL EXlSTING F1LLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED_ 7 ANY EXISTING IRRIGATION UNES ANO CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED ANO APPROVED BY THE SOILS ENGINEER. ·g THE EXACT LOCATlON OF THE SUBDRA1NS SHALL BE SURVEYED IN THE FIELD FOR UNES AND GRADE. 10 ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE. BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11 THE STOCKPILING OF EXCESS MATERlAL SHA\J_ BE APPROVED BY THE CITY GRADING ENGINEER. 12 LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WlTH CHAPTER 15 OF THE NBMC. 13 ALL CUT SL-OPES SHALL BE INVESTIGATED BOTH DURlNG AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE i~~~i~~f~oG~i~0~1~ i~t~TN~E~~~r~~~~ ~~~ ;~~~6tA~~cEssARY 17 THE ENGINEERJNG GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18 NOTIFICATION OF NONCOMPLiANCE: lf, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST, OF THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEiNG DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK ANO TO THE ClTY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, lF NECESSARY, SHALL BE SUBMITTED TO THE Cl1Y GRADING ENG1NEER FOR APPROVAL. GEOTECHNICAL EJ<IGINEER: NO GEOTECHNICAL IS REQUIRED FOR THIS PROJECT. BENCHMARK . -TO REACH DESCRIPTION AT THE SOUTHWEST PART OF THE INlERSECTION OF MESA DRIVE AND CYPRESS S1REET, 27 TT. SlJJJ'l!tEAST OF 1ttE CENTERLINE Of CYPRESS S1REET, 21.2 FT. SOUlHWEST OF TI-lE CENTERUNE OF MESA DRIVE, 27 FT. SOUTHEAST Of TI-lE CENTERLINE PROLONGATION OF CYPRESS STREET TO TI-lE NORTHEAST, 7.7. fT. NORlHWESJ Of GUY Y<lRE WHERE IT EN1ERS lHE GROUND, (THE MOST NORTHWESTE.RLY OF 1WO GUY WIRES), 3 FT. SOUTHEAST IN LINE WlTH GUY WIRES FROM A POWER Pot£ NO. 1788402E, SET ON A C0Ncm:1E POST, I.El/El 'MTH THE GROUND-, WITNESSED BY A METAL POST 1 FT SOUTHEAST. PRECISE DOCUMENTATION 1 AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS ANO LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WlTH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2 A SOILS GRAOJNG REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARlES OF FIELD ANO LABORATORY RESULTS AND OTHER , SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING ANO THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE ANO COMPLETlON OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. _,--3 A GEOLOGlC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A .FINAL DESCRIPTION OF THE GEOLOGY OF THE SlTE, INCLUDING ANY NEW lNFORMATION DISCLOSED DURlNG THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. GRADING LEGEND ffi TRAFFIC SIGNAL (XX.XX) EX1ST1NG ELEVATION VAULT xx.xx NEW ELEVATION @ TEL. M.H. AC ASPHALT CONCRETE ~ WATER METER FS FINISHED SURFACE -$-BENCH MABK FG FINISHED GRADE ST SIG STREET SIGN BW BACK OF WALK WM WATER METER TC TOP OF CURB MH MANHOLE FL FLOW LINE CB CATCH BASIN BCR BEGIN CURB RETURN ST LT STREET UGHT ECR ENO CURB RETURN PB POWER BOX x.xx GRADE SLOPE @ SMH SEWER MANHOLE EP EDGE OF PAVEMENT 0----0 FENCE t~ •fft.t' TREE PE ROUGH PAO ELEVATION FF FINISHED FLOOR ELEVATION TW TOP OF WALL BW BOTTOM OF WALL SANDBAGS RETAINING WALL C DAYLIGHT • F DJRECTION OF DRAJNAGE 333.33 EL .,.--PROPOSED SPOT ELEVATION -~-PROPOSED CONTOURS a•-•--(380)-•--EXISTING CONTOURS """"'""""""""'""""'"""'""""""""""""""""'"""=-...,RE,,.v""1s""'1""'o""N""s"""""""'"""".,....F"""""""'"". """":B~E~N':".C~H~· MillRK PREPARE□ FoR: _..;.,..---------=-----'--r-------~~~r-::-=:--r-::-:::-::-""':!~-:-:"'--::-:-~ 11;-: _ __,, _____ _ PREPARED BY: PREPARED UNDER THE SUPERVISION OF: ..!:N~O::,_. 1--~-----'Dc::E:::csc"'R-"lPT'-'-'-10:c:.Ne.-·----+AP-"--'-P'-'-Roc..vccE;c.D-'BY'--: rDA_JE_1 O.C.S. BM No. CM-'.i!1 -71 __:._.J.-----------t----:-'--t--'---1 ELEV = i 63.614 FEE;( {NGVD 29} --4-----------+---~1---4 • SEE "Tq REACH" DE[~CRIPTION ABOVE. DATE LAST REV. CITY OF NEWPORT BEACH ·-PUBLIC WORKS DEPARTMENT • ,, 3300 NEWPORT BOULEVARD NEWPORT BEACH, C A 92659 Tel. (949) 644-3328 MAM SOCALi INC .. 711 WEST 17th STREET, SUITE D5 COSTA MESA. CA 92627 TEL (949) 645-5370 FAX (949} 645-6720 CIVIL ENGINEERING, PLANNING AND SURVEYING PRIVATE DEVELOPMENT & PUBLIC WORKS DATE 0) Q) Q) © ® © (!) © GPLAN GROSS EARTHWORK QUANTITIES SHEET INDEX CUT FILL SHEET 1 TITLE SHEET SHEET 2 PRECISE GRADES 870 CY 10 CY SHEET 3 HORIZONTAL & EROSION CONTROL FAIR DR. VICINITY MAP NO SCALE CONSTRUCTION NOTES CONST. 6--fT WIDE, 4-IN THICK P.C.C. WAU<WAY W/rHICKENffi EDGES PER OETAJL HEREON. DOWEL EXPANSION JOINTS PER LANDSCAPE DWG'S'. SEE \ANDSCAPE DWG'S FOR COLOR, TOOURE AND SCORING PATTERN. WPJ @ 10-fT O.C. CONST. 4-IN THICK P.C.C. PAD FOR PARKBENCH / TABLES. • THICKENED EOGE SAME /!,S WAJ.K!JIAY. . CONST. SHALLOW LANDSCAPED SWALE PER DEfA!L HEREON, ROIJ'fE FLOWUNE AROUND INTERFERING FENCE PltASlERS WHERE OCCURS. CONST_ SIDEWALK ADJACENT TO CURB PER CllY OF NEWPORT BEACH STD. 180-L WIDTH PER PLAN. INSTALL NOS "FLOl'/ELL" STORM WATER LEACHING SYSTEM OR EQUIVALENT PER PLAN AND MANUFACURES DIRECTION. SEE DETAIL HEREON. USE NDS FW/!,524 & NESSASARY COMPONENTS OR EQUIVALENT. INSTALL 4-lN DIA. PCV, SDR-35 DRAIN PIPE. INVERTS PER PLAN. CORE INTO BACK OF EXIST. CATCH BASIN FOR 4-IN DIA. PVC, SDR-35 DRAIN PIPE. GROUT . PIPE JN PLACE. ERECT PERIMETER FENCE PER LANDSCAPE DWG'S. SCALE: .NIA DATE: , JUNE 26, 2006 DRAWN BY: MN CHECKED BY: GRADING NOTES TITLE SHEET. MESA-BIRCH PARK . . - - -.. -', · .... NEWPORT BEACH, CA 92663 3360 , 410 445 530, 3 155 1 620 OR. Sq.fl. Sq.ft. Sq.ft. . . Sq.ft. • EACH LF. EACH LF. CONTRACT NO . 3787 SHEET -L-2 OF 15 ,;.; N "' 0 11 .:':-:.Jx,, ... .,';;;,.,,,-:x._ '"".": • _.__,,,_,,,~~ . '" -------- ii i. ,! , I .I i' I d, -------~----~------------------· ---------- ,___;, ~ i =-1, ro.vr2-l ,,.o•~II. •iSI ·• L□-VELL NDS ll FVAS24 Sol\_ -~L,,1 ""Rff'f; ~~Ft,:,-------, "I•-"" ,T; ' 4' PVC Pipe r -1-,,: ! ·~-lJm~; • :T~~ffL ~~'" ,. f 8" MlnlMUM Sod / Ground Cover NOTE: MUST BE INSTALLED 10' AWAY FROM STRUCTURE OR FOUNDATION NOS -Flo-Welt Installation Detail in Gravel Backfill t!'!09 NOTTO SCALE FENCE PER LANDSCAPE DWG'S. "' ~ "C g ~ 0.. I IMPORTANT NOTICE SECTION 4216/4216.9 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION ·NUi'IBER BE ISSUED BEFORE A "PERMIT TO EXCAVl'.TE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2'300 · TWO WORKING DAYS BEFORE YOU DK,. / / NOJE IQ GRADIW, CQNIBACJPR: THE TOP AND TOE OF THE SLOPES SHOWN HEREON SHAU. BE SMOOlH AND BLENDEO INTO THE EXISTING GRADE. SEE IMPROVEMENT PLANS FOR THE "ORANGE COUNTY PUBLIC FACIUTIES AND RESOURCES DEPARTMENT, MESA ORNE / BIRCH STREET FROM IIMNE AVENUE TO SO. BRISTOi. SIREEI", OATED MARCH 1997, FOR EXISTING IMPROVEMENTS IN BIRCH STREET AND MESA DRIVE. G) CONSTRUcnON NOTES 4:7 4·.\ i-------10.00---- 2.00 6.00 2.00 2% T '-'-'; ~f , .• TYPICAL SIDEWALK SECTION SCALE 1" = 4' CONST. 6-FT WIDE, 4-IN THICK P.C.C. WAfJ/YIAY W/THICKENED EDGES PER DETAIL HEREON. DOWEL EXPAt!Sl()N JOIN1S PER LANDSCAPE DWG'S. SEE IJ\NOSCAPE DWG's RlR COLOR, TEXTURE AND SCORING PATTERN. WPJ O 10-FT O.C. (D CONST. 4-IN THICK P.C.C. PAD FOR PARKBENCH / TABLES. THICKENED EDGE SAME ,.S WAIJI.WAY. CONST. SHAU.OW LANDSCAPED SWALE PER DEJJ\IL HEREON. ROUTE FLOWUNE AROUND INTERFERING FENCE PILASTERS WHERE OCCURS. CONST. SIDEWALK ADJACENT TO CURB PER CITY OF NEWPORT BEACH STD. 180-L WIDTH PER PLAN. @ INSTALL NOS tl.OWEl.1.• STORM WATER LEACHING SVSTEM OR EQUIVAI.ENT PER PIAN AND MANUFACURES DlREcnON. SEE DETAIL HEREON. USE NDS FWl,S24 & NESSASARY COMPONENlS OR EQUIVALENT. INSTALL 4-IN DIA. PCV, SDR-35 DRAIN PIPE. INVERlS PER PLAN. CORE INTO BACK OF EXIST. CATCH Bl,SIN FOR 4-IN DIA. PVC, SDR-35 DRAIN PIPE. GROUT PIPE IN PLACE. • ERECT PERIMETER FENCE. SEE SHEEr L -5 BIRCH STREET MESA DRIVE EXIST. PUBLJC SID _ 6.oo----i-3.0o++--5.oo i---5.oo 7 I J D.G. SHEET L -6 LANDSCAPE SWALE SECTION A-A SCALE 1• = 4' ~ mmsmmm=---=,qmm:m:=:mm:""""""""'""""""'""'111i:m"""'==-=""""F"""""""""""""""':"'""""'"""""""===--mm==mm===r""""" " " " " m m . . . . . , o m c = m m m m m : m : = m m m " " " " ' m m . . . . . , . . . . . , m m . . . . . , , . , . . , , ........... ,=~~~~~~~~=~~-==--=====--=--,F":~-=""""mm:mm=-,r=====-======mm=="""""""""""""""''"""'====r=""""""""-fi ~ ll=""""=mmcmm=mm=mm'""'""""""""'_,mRaE\:m!ISIONS BENCHMARK PREPARED FOR: PREPARED BY: PREPARED UNDER THE SUPERVISION OF: SCALE: f _ NO. DESCRIPTION PPPROVED BY:_ DATE O.C.S. BM No. CM-21-71 CITY OF NEWPORT BEACH MAM SQCAL, INC. · ~~~ 1' = 20' ;;::w ELEV = 63•614 FEIT (NGVD 29) PUBLIC WORKS DEPARTMENT 711 WEST 17th STREET SUITE D5 $ ~\'f; DATE: > SEE "TO REACH" DESCRIPTION ON ' c.___,. __ .. ~--.••'",ut ... JUNE 26,. 2006 3300 NEWPORT BOULEVARD COST A MESA. CA 92627 -,,:::-,z,. __ ~ ~ ~/4~ ...... ,. ~ SHEET 1. NEWPORT BEACH, CA 92659 TEL (949) 645-5370 FAX (949} 645-6720 MICHAEL A.MURPHY~ ~ 7n;TE ,/§, DRAWN BY: MN ~ Tel (949) 644-3328 CML ENGINEERING, PLANNING AND SURVEYlN~ RCE 23132 EXP 12/31/07 ~~ CHECKED BY: ~ ll'J--1--------------+------t---; PRIVATE DEVELOPMENT & PUBLIC WORKS 0 111---f---------~----+·-----j-----j ~ " PRECISE GRADE & DRAINAGE M~SA~BIRCH PARK . NEWPORT BEACH, CA 92663 C-3787 SHEET L-3 .. , OF 15 0 N ;j_ 4' ·N ,n .;; ~ ffi 0 <O 0 '-<O N ' <O 0 '" • u ,,; ,___ :,: v; 0 [L I D 4' 0 --< / . . ~ "' 4' [L "' w > « ID / '-' "' 0 -c'. '0 -":''.. " 0 N 11 " " '""1 r.:l ...:I < Ll UJ ',,i II i H I H ! !/ ; ! ! I ' l I' , I I ! ;; ! ,, ' fi ( ,, ii : /! 1 ! ! H I ii ! i !! l ii / I 1 fl 1' J ;I 1 ;• I I if / i 11 t I i li ! I /l ! i !I I 'I // 1 !f I ' I tt I h l Ii I :/ ; 1: / !I I I I \ \_ \ IMPORT ANT NOTICE SECTION 4216/4216.9 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NU \'\BER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2,300 TWO WORKING DAYS BEFORE YOU DIC:. j I \ \ I ;1 I ;• " ' •! \ fr, I I, )j V \ \ \. PROTECT EXIST. PULL ~OX(S) IN PLACE REVISIONS BENCHMARK ..:.:N~o:.. . .._ ___ _.::cDE:::s:.ccc:.:.Rl'-PT:.:.10:.cN'------+-'-'=Pc.:cP..cR=ov-'E"'-D-,BY_: t-DA_J_E-:i O.C.S. BM No. CM-21-71 e--+------~----t------i--, ELEV == 63.614 FEET (NGVO 29) >----1------------+------i----; SEE ''TO REACH" DESCRIPTION ON e-----4-------------+------i---r SHEET 1 .. PREPARED FOR: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92659 Tel (949) 644-3328 / / PREPARED BY: MAM SOCALJ INC . ----------·---- - --------------'-~ ·--------~~ EROSION CON1ROL NOTES CONST. 2 TIER SANDBAGS ALONG PROJECT PERIMETER PER PLAN & SE-8. CONST. STABIUZED CONSTRUCTION EN1RANCE WHERE SHOWN PER TC-1. CONST. STORM DRAIN INLET PROTECTION 1YPE 2 & 4 PER SE-10. INSTALL SILT FENCING AT PROJECT PERIMETER PER SE-1. SITE SHALL BE KEPT IN WET CONomoN, NOTE TO CONlllACTOR: BMP'S REFERENCED HEREON ARE FROM THE CAUFORNIA STORMWATER BMP HANDBOOK, CONSTRUCTION. A COPY OF THIS HANDBOOK IS REQUIRED TO BE KEPT ON-SITE. THE BMP'S LISTED ARE THOSE ANTCIPATED TO BE NEEDED DURING THE CONSTRUCTION Of THIS PROJECT, HOWEVER ADDmONAL BMP'S NOT LISTED MAY BE REQUIRED DUE TO UNFORSEEN CIRCUMSTANCES. THE CALIFORNIA STORMWA TER BMP HANDBOOK, CONSlllUCT(ON, IS AVAILABLE ON-LINE AT http://www.cabmphandbooks.com LINE TABLE LINE LfNGfH BEARING L1 10.71 SB356'54"E L2 23.16 N07'17'23"E L3 15.87 No1·15'13'W • ' -· LS 11.88 N79' 13' 46"E L6 14.32 N 19·27' 35"E CURVE TABLE CURVE RADIUS LENGTH TAN DELTA C1 40.00 34.17 18.21 43·55'39• C2 30.00 37.65 21.76 71'53'49" C3 10.00 19,93 15.45 114·11'27• C4 30.00 38.88 22.71 74·15•33• C5 25.00 36.13 22.04 82'48'10" C6 30.00 37.53 21.67 71·40'25• . . ·-~- 0 -. ' • . C9 25.00 31.05 17.89 1no·21• C10 25.00 25_53 14.00 58'30'46" C11 47.17 43,19 23.24 52·21'1s· C12 36.00 30.09 15.99 4753•17• C13 58.00 35.28 18.20 34·51'04" C14 50.00 55.61 31.08 63"43'29" C17 30.00 18.61 9.61 35'32'10· .PREPARED UNDER THE SUPERVISION OF: _ 711 WEST 17th STREET, SUITE D5 COSTA MESA, CA 92627 TEL (949) 645-5370 FAX (949) 645-6720 CML ENGINEERING, PLANNING AND SURVEYING PRIVATE DEVELOPMENT & PUBLIC WORKS ~~~·~/4 MICHAEL A. MURPHY, P~ DATE RCE 23132 EXP 12/31/07 SCALE: • 1' = 20' DATE: JUNE 26, 2006 DRAWN BY: • MN CHECKED BY: ~~ -•••-•---•• ,-s• •-------- EROSION CONTROL MESA-BIRCH PARK NEWPORY BEACH, CA 92663 C-3787 SHEET _L-4 OF 15 ~ ., I ' ' ' ' EXISTING CUl<c RAMP --'-'---'-"~----- , / ✓ -· , , , -· , - / ( ' \ b ~ 0--t--r--,_ / ✓ , , , , , ' ' I \ I ; I ; ' ' ' \ : ---~ ' ✓ , -, , ' ✓ / , / ,,,,,-(16 . ...., r ~1 I • t ' 0 i ; . I ' ;! , I J ' ' ' ' ' ' ' OF NC I ' ' I ,' I ' l ' I : \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' I \ / V ,/\ ' ' ' \ \ \ ' \ \ \ ' \ ' ' ' ' , ' ' ' , , ' ' , ' ' ' , ' , , ',, ' ------ ------~ ! 6 ' .... ~ .... 21 ' r I I I I I I --------------------- BIRCH .STREET a '¼).,,..,,. -~~-- .:.:c._---~----------=---=---------~ GENERAL NOTES AND SPEGIFIGATIONS , GENERAL NOTICE TO CONTPKTO:-S 16 o--. 0 -----AU. (.ONTFAGTOR5 MlD SU~ONTR~TORS PE<FO~ING WORK SHOWN ON OR RELATBJ TO THESE PtANS SHALL CONDUCT "TiiEli<OPERAT.ONS SD THAT ALL \ ------.:_ EMfWYEES AAE FFO\/lDBJ A SAFE PLACE TO WORK MD THE P'JB!.!C IS FROTa:TED. All CON1R>'CfORS MD 9..JeGONTAA,'.;TORS SHALL C0t'1PLY WITH lnE "OCCVPATIONAL SAff.Ti AND HEAL1H: R$1JLATIONS" OFTHEUS. OEPARTMENr Of !.ABO~ AND W11H THE STATE Of CALlfORt>.JIA-DEPARl"MENT Of INDUSTruAL R8..AIION5 "CONSl'~Cfl'.JN SAfEfY ORDERS". THECITY / OWNER Srl.All NOf BE RESPONSiBLEIN J.N'( WAY RJR THE CONTRPCTORS A'llD SUOCONW-ACTOR'S COMFll.ANGE WITH SPJD REGUlATl'.JNS P-ND oroER3. CONTf<)CTOR RJRTHER/.GREfS THAT HE SHALL ASSUME 9.0LEAAD COMP'i..ETE RfSFONS!BlLITY FOR J'.JB SITECOND!flONS DURING 1HE COURSE OF CONSTRUCTION Of TH6 PROJECT, !NCWDING SAFBY Of ALL PBSJNS !'ND Pl<OF'ERTY: 11-iATTH!S REQ!JIREMENT SH4LLAPJ:l Y CONT:NL'OJSLY A\ID NOf BE UMiTff) TO N:'J™AL 1 I I I I I WQRl:]-.JG HOL!l<S: .AND Tf-lATTHECONTRACTOR 9-'All DEFEND. INDB1NlfY .AND HOlD --rHE CITY I OWNER.AND HIS REPRESENTATIVE H.ARMLESS FROM PNY AND ALL \ LLA&LITY, i?£AL OR ALLEGED, iN C.01'l\lECil:JN WITH THE PE!o!FORMM!GE OFWOi?.K ON TH:5 W.OJECf. EXGEPiNG FOi< UAB!LITY AR61% FROM THESOLENEGLi.?fNCE j OFTrtEO\VNERORHISRE.Pi<ESENTATIVE. l IT SHALL BElllE (,QNfR.ACfOP.5 RESFDNSI3lLITf TO ASCERf PlN 1HE lDO>.IDN Of ALL UNDERG?DUND ITTU.mES ciR 5Tl<l.lCnJl3 OOM F!EI.D INVESIBATKJNS AND \ ' ' II AVAiVSLf RECOro5 P~OR TO COMMEl\t:lt-r.; ANY EXQWATDN. I I 2. CONCL8E MD REINFORCING STEEL: ) 1 CEMENT FOR CON CRETE SHALL BEA STANDAro BRN>jD MEETING THE ru:QJIREMENl"S fOR lYPE V CB'f.NTOF AS1M SIBJFlG.\TONS G-150 "PORTLAND Gfr'1ENf. ) MiN!MUM COMPRSSiVESTRENGfHOF ALL CONCRETE 5HM.L BE 3,250 PSi IN 28 DAYS. 67/2 SACKM\X WITH A? MAX. SWMP. AT A MINIMUM THICKNESS OF FOUR INQ--IES OVER rSE30 S4ND EASE AND~ COMPl'CfED NATIVE SOIL THE l.N<!GEST ~W SiZE OF C.OAf<SEPGGRffiATE UP TO VI SHAl.L BE \JSEiJ IN THE CONCREIE. / MINMUM CONCl<ETE QEAR COVEPAGE OF REiNFORQNGSTEa SPALL BEP& FOLLO\l/S: FOOTlNGS: CDNCREl'E PLACED AGAlNST EA.RrH . .3 CONC!cETE FI..AGHJ A5PlNST RJ!it-15 EXPOSED TO E/IR'TH .. 'I SlAe.5 .. 1 V2' / ALL REN FORCING STEEL SHALL BE DEFORMED BARS IN ACCOW.ANCEW!TH A.STM A--615 -GR.ADE 60. 22 PNCHOREOLTS.AND M!SG. f-l~A?E TO BE ST.AJNLESS STEEL 316. Al..L l<l:iNFGP£1NG STEEL,A'!CHOR EOLTS, DOWELS, MD OTHER INSERTS SHAU. BE SEQJRELYFA3TENED IN T'r!E FOW!S BERJRE PLJQNG THE CONCRETE. Ail / ' ' ' ' ' , / ' RBN.f&Clt-6 SfEEL SHl\!.L BE SEa.lRELY TIED IN Fl;ICE WITH ff16 DOUBLEANNEA!.ED STEEL WIRE EARS SHALL BE SUWOFJEJ ON WEL!.-OJREDGONCRETE. BlDCKS OR APPROVED MErN. O!AIRS. \Vl!<l: FABRC SHA.ti CONFORM TO "ST#mARDS~FICATIONS FOR WELDW1RE FASR!C FOR CONGRf,TE R8NrORCB1ENr. "ASiM A--185-64". AJ..1CONC!ZE1E flATWORK ANDORSTONESUB-BASESHA.LL RECEWE N0.3 eAIZAT18 INCH60N G!NfER. CHA!RED IN PLPCEALONGCOOEROF SI.JS. ' , ; , ' I , ' ' ' ' ' ' ' ' ' ' ' ' ' ' , ' / / / / I @ / 5 22 ............. 22 \ , ' ; ; ; I ; ; ' ; ; ' ; , / I / ' ; / • ; I I -; • ; , I I ' I I ; , ; ; I I I ' ' I ; ' ' ; , ; • i J ; ; BOLl,ARD LIGHTS (ffPICAL) ' ' 5 , / I ; I ; I ; I , I ' I ' , , --t' 0 tit<P PROJECT HARDS CAPE MATERIALS: t COLORED CONCRETE SHALL BE BY LM SCOFIELD (C-12) MESA BEIGE. CONTRACTOR SHALL Pi<OVIDE ON-SITE CO~'CRETE COLOR SAMPLE FOR APPROVAL SEED"Jl EXPOSED AGGREGATE SHALL BE 70% GAL!FORNIA GOLD, 30% PALMSP<INGS GOLD 112'' CRUSHED ROCK. DECOMPOSED GRANITE WITH BINDING AGENT SHALL BE SUPPLIED BY SOUTHWEST BOULDER AND STONE AT (800) 540-1147. 'DESE::>.T SAND' WITH BINDING AGENT. TWO RA!L CONCR::1 E FENCE BY DESIG~ER CONCRETE FENCE IN BUFF COLOR. (WOOD GREET R/>JL) ALL STONE SHALL BE FAR.'1ER5 I'S SUPPLIED BY MOD!:RN BUIWERS INC. CONTACT MITCH SPENCER AT (949) 456-9710 BENCHES, TABLEAND WAIST CONTAINER BY QUK::K CRETE, 95i-731-6240. DRINKING FOUNTA!N BY HAWS 775-350-4712 (infu@howsco.com) DATE BY DESCRIPTION REVISIONS -------------------------------- CONSTRUCTION SID ITEMS: r.\.1 EXISTING MONUME~T S!GN -REMOVE EXISTING PiLASTER GAP. LOWER STONE PlLASTI:R SQ1HE BOTTOM Of THE RLASTER ~ Q\P IS ONLY 2 INCHES ABOVE THE TOP OF THE WALL GAP. CUT STONE AS REQUiRED. REINSTALL PILASTER C<\P. AS PER DETAILS ON SHEETS l,-7. (:;'\ TWO f?J'JL CONCRETE FENCE BY DESIGNER CONCRETE FENC"i:S (WOODCRETE RAlL) IN BUFF COLOR USE CONCRETE END POST \.V ADJACENT TO STONE COLUMNS. TOP RAIL AT ±2-g' HIGH, POST AT ±39' H:GH SET IN DEEP CONCRETE FOOTING. SEE DETA!L SHEETL-6. r:;\ CONCRETE WALK W/ SEEDED AGGREGATE FINISH AND THICKENED EDGE. CONTROLJOINTS AT ±fl' 0.C. AND EXPANSION \:_,) JOINTS AT18' O.C. 1-tAX. SEE DETA!L SHEET L-6. 0 QUIC~REET WASTE CONTAINER CALIF. SER6 (QR-CAL.2832W) LID H28, C2 SAND COLOR AND A T-5 HEAVY SANDBLAST FlNISH. LID.SWILL BE STEEL PA!NTEJJ BROWN. CONTA!NER TO BE BOLTED TO CONCRETI: PER t'V\NUFACTURER SPEC. ® DECOMPOSED GRANITE WI B!NDING AGENT -AT BASE OF RAIL FE~~E EDGE WITH EPIC Fl.ASTIC 2 X 61.ANDSCAPI: EDGING. AS Pi:R DETAIL SHEET L-6. 0 PICNIC TABLE BY QUICK CRETE MODEL NO. LBT-ADA WITH A SMOOTH C-2 SAND COLOR FlNISH. TABLE TO BE BOLTED TO CONCRETE PER MANUFACTURER SPEC. • 0 DRINKING FOUNTA!N. WIWS MODEL 317/WITH HEAVY SANDBLAST Fi NISH. PROVIDE WATER LINE AND DRAINAGE SUMP. INSTALL PER MFG. SPECIACATION. 0 VIEW BENCH BY QUiCK CR..."TE CLASSIC COLLECTION, PALM SEl'JES WiTH A SMOOTH C-2 SAND COLO< FINISH. BENCH TO BE BOLTED TO CONCRETE Pi:R MFG. SPi:C. 0 CONCRETE PAD FOR TRASH CAN. TRASH GAN TO BE BOLTED TO CONCRETE PER MFG. SPEC. e CONCRETE PAD FOR BENCH AREA. FINAL DIRECTION OF THIS PAD SHALL BE FIELD APPi<OVED TO ASSURE FOR MAXIMUM VIEW POTENTIAL • G REMOVE AND DISPOSED OF OFF SITE ANY REMNANTS OF OLD AC. PAVING/'5 PART OF CLEAR AND G~UB ITEM. B GRADE Si DE SLOPE ALONG BIRCH STREET NOT TO EXCEED 3:1 B REMOlVEAND IJISPOSEOFmlER ROCK AT BASE OF EXISTING SIGN. e DOGGY BAG DISPi:NSER POLE. SUPPLIED BY QTY. '@ EXISTING T.V.lfflLITY i<ISER. PROTECT IN Fl.ACE. e EXiSTING S!DEWALK-PROTECT IN PLACE. B EXISTING t'V\N HOLE. PROTECT IN Pl.ACE. G CONCRETE BOLLARD LIGHT SEE LIGHTING PLAN (ELECTRJGA!.. SITE Pl.AN). INSTALL PER MFG. SPEC. (SPJ-R12 BOLLARD LIGHT) CONTACT BRETT BROWNING@ 800-469-3637. • e STACKED STONE PILASTER42" HIGH BY 24" SQ. WITH PRECAST CONCRETE COLUMN CAP SIMILAR TO EXISTING MONUMENT SIGN Q\P. 30' SQ. BY12' DEEP CONCRETE FOOTING. EIGHT TOTAL. § DRAINAGE SUMP FOR DRINKING FOUNTAIN e i"WATER LINE fROM METER TO DRINKING FOUNTAIN. § EXPANS!ON JOINT. SENERAL: CONTRPCTOR SH/>I.L PRO'v1CE DECK-0-SEP!. EXPAN9.0N 11'6TIC (COIDR TO MATCH AD~ENT HARDSOPE, FINISHED l'.ITH SILICA SAND AB EXPANSION JO!NTS. EXPAN~ON JOINTS SHALL OCCUR WHEJ1E NW CONCl'ETI' PAIi,~ ABUTS EXISTING SICEWALKS AND IN WALKS AT 10' O.C. CONT!<'CTOR SHALL WO~CE OWNER I QTY AB BUILT DR<\l'.INGS FOR ALL UNDERGROUND UTILITIES -IR~GATION CONTROL Wl\1ES, M'JN LINES, VALVF.S, ODIS. ALL TREES PLA'JTED'MTHIN TEN FEET OF HARDSGA!'E Sfll'!.L HAVEPNM'Pf/DVEDROOT 6'"'1<\ER DE\<1CE INSTA!.!.EDAD~ENT TO HARDSCAPEMEA. CONT!<'CTOR SHALL BE iN CHAAGE OF 0B1.'INI,~ AND l'ROCESS!NS S\VJW. ALL CONSHl.CTION SHAl.L CONFOKM TO STANDARD SPEC. FOR PUB UC WO!<l(S CONSTRUCTION, 2003 ED\llON. CONTRPCTORTO Pi'OV!DEA!.L ANEGRA!Jlf!J TO ALLOWWA!.KTOHAVEA MAX. OF 2% CROSS SLOPEANDTOIATEST QT( STA~DARDS. < . IT 15 THE RESPONSIBILJlY OF THE CONTMCTORTO VE~FY ALL 9TE CONDTIONS PRIOR TO SUBM.T71NS CONSTRUCTION ~D. I ...... -.. ...J I I f-0 I @ 5 i I <. SCAL.E: 1" = 10'-0" NOfitTH C-3787 APPROVED DATE APP'D, DESIGNED CHECKED DRAWN DATE 5-30-06 . MESA-BIRCH PARK CONSTRUCTION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5200-S SHEET L-5 OF .15 ------------ ·-·--· . -------~-----------------------~--------------------,--- 14" t 7 24" l r-L--...l-7 ({} - I I I -"l,,trti, I l I I I I I I I ti I l I . I I I I ! ~ i I I 1 1 1 30SQ. 1 ..1. ___ J I h-"lf-------,2 ~f-------,.3 ,.----{6 1. PRECAST CONC. CAP. 2. CHU COLUMN BLOCK - SIZE AS REQUIRED . .3. SEE CONSTRUCTON PLAN FOR FACING MATERIAL. 4. COMPACTED SUB-GRADE 5. D.G. 6. CONCRETE FOOTING W/ M VERTICAL.EA CORNER !l.3@ 16" 0.C. EA. WAY. 7. DESIGNER CONCRETE RAIL FENCE. 8. CONCRETE FOOTING PER MFG. DET.AIL. SCALE r = T-0" I I I I STONE PILASTER L ______ __J GENERAL NOTES AND SPECIFICATIONS • 1. GENERAL NOTCE TO =~ TRACTORS ALL CONTR."'CTORS AND SLIBCONTRACTORS PERFORMING WOR.IC SHOWN ON OR RELATED TO -"THESE PLANS SHALL COND JCT THEIR QPE!<AllONS SO IHAT ,A.LL EMPLO"r'E.ES ARE PROVIDE~.D A SA"E PLACE TO WORK Al'ID THE PUBUC IS PROTECTED . .A!.L =NTRA.CTORS PND SLJBCONTRPCTORS SH.ALL <:OMPL-Y \MTH THE:. "OCCUPATIONAL SAFETY .P\ND HE.AL TH REGULA710NS' OF THE U.S. [)EPARTMENT OF LABOR. AND WITH THE STATE OF C.A!.IFORNLA DEPAR1MENT OF INDUSTRIAL RELA110NS 'CONSTRUC-llON SAFETY ORDERS'. THE CITY/ OWNER SHALL NOT BE RES >oNSBLE IN ANY WAY FOR 71-4E CONTRACTORS AND SUBCONTRACTOR'S COMPLANCE WITH S,AJD l<EGULA710NSAND ORDERS. CONTRACTOR FURTHER faGFtEES THAT HE SHALL ASSUME SCLE AND COMPLETE RESPONSIBILITY FOR JOB STrE CONDmONS DURING THE COURSE OF CCNSTRUC"TION OF THIS PROJECT, INCLUDING SAFE'Y OF .A!.L PERSONS AND PROPERTY: 11-4AT THIS REQUIREMENT SHALL APPLY CON11NUOUS-Y AND NOT BE LIMITED TO NORMAL WORKNG HOURS: A'-JD THAT THE CONTRPCTOR SHALL DcFEND, INDEMNIFY AND HOLD THE QTY/ Ow'NER AND HIS REPRESENTA11VE HARMLES5 FROM ANY AND ALL LIAP,IJTY, REAL OR ALLEGED. IN CONNEcnoN WITH 'THE PER==O~C2 OF WOl<K CN iHiS PROJECT, EXCEPTING FOR LlAB!LrrY A1<1SING FROM THE SCLE NE'GLIGENCE OF THE OWNER OR HIS REPRESENTAllVE. , IT SHALL BE THE CONTR.AC1 ORS RESPONSIBILITY TO ASCERTAIN THE LOCA710N dF ALL UNDERGROUND U17Ll17ES or t STRUCTURES FROM FIELD INVES17GATIONS AND AVAILABLE RECORDS PRIOR TO =MMENCING ANY EXCAVA170N. 2. =NCRETE AND REINFORCING STEEL: CEMENT FO(< CONCRETE Sf-,AJ_J_ BE A STPNDA'<D BRAND MEETING THE REQUIREMENTS FOR TYFE V CEMENT OF ASW, EPECIFICA710NS (::.-150 "POITTLAND CEMENT. MINIMUM CCMR<ESSIVE sn,ENGTH OF ALL CONCRETE SHALL BE 3,250 PSI IN 28 DAYS. 61/2 . SACK MIX W171-4 A 5· i""AX SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OV=R 1' SAND BASE AND 90% COMPACTED NATh/E SCIL. . THE LARGEST PRACTICAL SIZE. OF COA'<SE .AGGREGATE UP TO 1/Z Sl--f.PLL BE USED IN THE CONCRETE. MINIMUM CONCRETE CLEA'< COVER.AGE OF REINFORCING STEEL SH.A!.L. BE AS FOLL.9'WS: FOOTiNGS: CONGRE:1 E PLACED AGAINSI !:;AJ<TH. .. 3· CONCRETE PLACED "GAINST FOR,'1S EXPOSED TO EARTH .. 2' SLABS .. 1 1/2' ALL ~INFORC!NG STEEL SI-ALL BE DEFORMED BA.RS iN ,ACCORDANCE \1/ITH ASTM A-615 - GRADE 60. ALL BARS AT SPLICES IN CC)1'JCRETE SHAU-LAP AS FOLLOWS: GRADE 60 IS 60 C)l.AMEiER LAP. ALL REINFOi<CING STEEL. Al<CHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN TH= FORMS BEFORE PLAONG THE CONCRETE. • REINFORQNG STEEL Sl-'ALL BE sECURELY 11ED iN PIACE WITH 1116 DOUBLEANNE!"-LED Sccl"L v./lRE:. B,O,,.RS SHALL BE SUPi':'JOITTED ON VvELL--CUR.ED CONCRETE BLOCKS ORAPi.~~D METALCH"JRS . .A!.L CONCRETE SHALL BE P .ACED OVER 90% COMPACTED NATM= SCIL PROJECT HARDSCAPE MATERIALS: COLORED CONCl'<ETE SHALL BE BY LM SCOFIELD (C-12) MESA BEIGE. CONTRACTOR SHALL SUBMIT CONCRETE COL.OJ'< SAMPLE FOR ,APPROVAL. SEEDED EXPOSED AGGREGATE SH.ALL BE 70% CALIFORN\.-" GOLD. 30% PALMSPRINGS GOLD 1/2" CRUSHED ROCK. DECOMl?OSED GRANITE SHALL BE.SUPPLIED BY SOUTHWEST BOULDER AND STONE AT (800) 540-1147. "DESERT SAND" WrTH BINDING AGENT. Designer Concrete Fences 4925 Sepulveda Blvd. Sherman Oaks, CA 91403 us 818-990-3362 818-990-3382 fax info@designerconcrete.com GENERAL: CONTRACTOR Sl-'ALL PRCVDE DECK-0-SEAL EXPANSION MAS17C (COLOR TO MATCH ADJACENT HARDSCAPE, FlNISHED WITH 9UCA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR WHERE NEW CONCRETE PA'v1NG ABUTS E><JS17NG SIDEWALKS AND W.A!.KS AT 18' O.C . =NTRACTOR Si-'ALL R<OVIDE OwNER / QTY AS BUILT DRAWINGS FOi< ALL UNDERGROUND UTIUTIES • IRRIGA110N WIRES AND ANY SPEAKER WIRES. ALL. Tl<EES PL...At-.JTEP WITHIN FIVE FEE"T OF 1--!P-J<.DSCAi::-E SHALL ,.-iAVE A ROOT BAJ<RIEJ< DEVlCE INSTALLED ADJACENT TO HA'<DSCA!"E AREA SEE TREE PLANTNG DETAlL SHEET L--15. CONT!V>CrOR Sl-'ALL ElE IN CHA'<GE OF R<CCESSING .A!.L PERMITS WHERE NEEDED. ALL CONSTRUC"TION SHALL CONFORM TO .A!.L LOCAL =DES AND ORDINPNCES. CQ",,JTRACTOR TO PROVIDE .PLL FINE GR.ADING TO ALLOVv' WALK 10 HA.VE A MAX OF 2°.,6 CROSS SLOPE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETNG BIDS. ACCESS PLATE SHOWN REMOVED FOR CLARITY srua our ---1:.._ NOTES: ,. u SCREWDRi\/ER STOP (SY OTHERS) 1-1/2" IPSWASTE (BY OTHERS) 1/2' IPS SUPPLY 30" SQUARE CONCRETE SL.AB "'I .. .. .. • ~ ___gz:___ RECESSED ACCESS PLATES 18" MOUNTING PLATE 1/2'-13· UNC MTG BOLTS FINISHED GRADE 11-1/2" 12-1/2" CONCRETE. PECESTAL ~ , .. I F RECESS 14" ) 34-1/4' .• .. · ,. • ' T --MIN. ' 112•-ts•~u':::,::-c """;IQ'---------'~ ANCHORS HAWS PEDESTAL MOUNTED DRINKING FOUNTAIN [J} REfERTO 56?4/VRKSB74 OPERATION AND MAINTENANCE MANUAL FOR PUSH BUTTON AND VALVE INSTALLATlON/MA!NTENANCE INSTRUCTIONS. 1. PROVIDE MIN. OF 1/2' OVl<RHANG FOR STUCCO FACED WALLS. 2. PROVIDE MIN. OF 3/4" 0\/ERHANG FOR STONE FACED W.ALLS. 3. WALL C,AP OR PILSATERLCAP. (: ., .~ WALL/ PILA.STE!< CAP OVERHANG SC.A!.Ecl':2'-0' DATE BY 1. SEGOND POUR EXPANSION JOINT .2. 11 4 REBAR AS STEEL DOl"IEL 5 . 4. SPEED DOl"IEL SLEEVE (e,oo) 551 -5555 5. Flf'.ST POUR 6. GOMPAGTED SOIL i. POL YFEL T FOAM EXPANSION. e. SELF-LEVELIN~ DEc.tc.-0-SEAL EXPANSION MASTIC. COLOR TO MATCH CONG.. FINISH l"IITH SILICA SAND FOR GONCJRETE PAVING COLOR AND TEXTVRE, see CONSTRUCTION PLAN. EXPANSION JOINT I SPEED DOY'lEL DETAIL 8" I 1 2" " MIN. 1. TOOLED OR SAV'ICUT CONTROL JOINT -MIN. 1 /e," V'IIDE X 1 /3 DEPTH OF CONCRETE V'IHERE SHOV'IN ON PLAN. 2. CONCRETE V'IALK. 3. THICKENED EDGE 5" THICK FO!s?. V'IALKING SURFACES 4. FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETV'IEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OYER COMPACTED "IS% SUBGRADE. TYPICAL CONCRETE THICKENED EDGE (ALL HAR.DSCAPE) I V-CONCRETE l<AIL FENCE. SEE SHEET L-5 I I ~--EXISTING SiDEWALK I ' I ' I I I I I ~--DECOMPOSED GRANITE 3" THICH MINiMUM Wli'rl BiND!NG AGENT. SLOPE SIMILAR TO SIDEWALK. PRCMDE .EPIC PLASTIC EDGING _ON\ EA. SIDE OFD.G. WHEN NOT ADJACENT TO SIDEWALK SCALEP: N I I ' D.G. ,3/4" BELOW S.\1/.: ; I ' I ANISH D.G. FLUSH TOP OF EDGING 1 X 6 EPIC PLASTIC lANDSCADE EDGE STAKE@ 3 Ff. O.C. LANDSCAPE SWALE. WHERE OCCURS. MIRASGAPESOIL SEPARATOR/WEED BARRU:R UNDER D.G. DECOMPSED GRANITE BASE OF RAIL FENCE APPROVED DATE C-3787 MESA-BIRCH PARK CONSTRUCTION DETAILS DESCRIPTION· APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5200-S REVISIONS CHECKED DATE 5-30-06 ---------- 1'-0" • 0 I ,.... _______ _ ---------- --·-----------·---- --REMOVE 1 COl.JRSE OF BLOCK AND LOWER EXISTING CAP r-----------'----EXISTING SLUMPED BLOCK WALL. WITH PLASTER PARGE COAT AND CONCRETE -STREET ELEVATION PLAN VIEW CAP TO REMAIN RE-STUCCO TO MATCH EXISTING. ,,---REINSTALL EXISTING CONCRETE PIER CAP ,,---REMOVE ALL EXISTING SIMULATl:D STONE VENEER. NEW LEDGE STONE VE:!NEER, DRY STACK INSTALLATION. BATTERED WALLS TYP. 3 SIDES REMOVE EXISTING "BAYVIEW HEIGHTS" SIGN. NEW SIGN IN 7• HIGH RAISED BR<:JNZE LETTERS ("PALATINO LINOTYPE" FONT SHC)WN) EXISTING. "RESIDENTIAL $. EQUESTRIAN NEIGHBORHOOD" SIGN TO REMAIN a-----NEW CONCRETE FOOTING TYP. ,3; SIDES. -----c.:--=-":___ ___ EXISTING RIVER ROCK TO BE REt-10VED. r------NEW BATTERED LEDGESTONE VENEER ;----EXISTING 16" SQUARE C.M.U. PIER (REMOVE TOP COURSE) ~----------EXISTING RADIUS SLUMPED BLOCK WALL, WITH PLASTER PARGE COAT, SCALE: 1/2" = 1'-0" AND CONCRETE CAP TO REMAIN(PARGE COAT: OMEGA :1;62 "PECAN") J DATE BY 12· ~---------NEW BATTERED STONE VENEER. Tl"P. 3 SIDES ~---------(1) 1:f:5 VERT. PER SIDE ,.----------R.l!MOVE.EXISilNG STONE VENEER ~-EXISTING PIER REINF. ~--NEW VERTICAL. STONI:. VENEE!<. TO E:.XISTlNG BLOCK WALL ---EXISTING 16" SQUAi<.E C.M.U. PIER WITHSOLIO GROUT ~-----1----SOLID GROUT OR MORTAR FILL CAVITY BEHIND VENEER -"-~--":.,_."--..2a'--{--....c.__-_-~=EXISTING CONG. FTG. EXISi. FTG. REBAR '-------~-(1) NEW 1:1:5 X 15" EPOXY DOWELS lN SIMPSON 'SET EPOXY PER SIDE, (3 TOTAq '------(1) CONT. ;1:5 HORIZ. '---------NEW CONG. FTG., ,-YP. 3 S!DES NEW VENEER $ FOOTING 1 APPROVED DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE 5-30-06 - MESA-BIRCH PARK . CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT .__________.. ___ _ C-3787 P-5200-S • SHEET L0 70F 15 ,, \ \ ' ' ' ' , , ' , , j , • ' ' ' ' j m ,, ,,, .. i,,,,-",,,,' / . CJ 70 -~ ,, ,- , ,, ----,, ,, I I ' I I I I J ' ' ' ' I -, I \SJ , , , • ' I , , , , ' ,, 1 ~, I \ • l \ , , , ' / l m ' I m . f l l r ' ;\ I I I I , MATCH LINE'' ..... , , ' , ' ' ' ' ' ' ., x /\ ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ' , I , I : \. : ,/ \ / ' , ' ' I ' ' \ ' ' \ ' , ' ,' . , , , , ', ' ' '' ' ' ' ,,, , ', ' ,, ' ', C 0 ',, ' , ' ' , ' ' ' , , , , , , ' ' ' ------------ ! I ------- ~ ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ~ I ' , , , , f / ,, ' ' , , , ' ' l ! 'I ., I ,' I ' I ' ' ' ' BIRCH STREET NEW PEDESTAL METER ER CITY STD. 206-L MYERS CABINET MODEL NO. ~EUGX-M100 C/SS) ~EE DETAIL SHEET L-9 \\ I I )) /4 , I i , I I • , ' ' ' ,-, I ' , , ' ' 1; REPLACE ALL CONCRETE SIDEWALK . IMPACTED BY THE WORK.---... (i} 01-._ff MATC.!j LINE 0~ o/<f NOTES: I ' ' ' ' ' ' j .-LEGEND:' ·: 0-0-0 LAMP POLE AND PULL BOX -~ PB • PULL BOX • ALL ELECTRICAL WORK SHALL CONFORM TO CITY OF NEWPORT BEACH STANDARDS STD-202-L, STD-204-L, STD-205-L AND STD-206~L. . ' CONDUIT RUNS-SHALL FOLLOW SIDEWALK. -• -- Southland Energy Consultants . "Looking To The Future! "en-~ 8592LaCasita Avenue Fountain Valley, CA 92?08 -- 714.848.3756 FAX 714.848.0489 / email: sc1@south18!1denergy.com / APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE 5-30-06 -----------P.O.C. SCEPULLBOX VERIFY ALL SERVICE REQUIREMENTS WITH SCE SERVICE PLANNER: RYAN VERGARA 714-895-0242 7333 BOLSA AVENUE WESTMINSTER, CA 92683 @ SCALE: 1" = 10'-0" NORTH C-3787 MESA-BIRCH PARK ' LIGHTING PLAN P-5200-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-8 OF 15 I SYMBOLS 0 INDICATES TYPE, SEE FIXTURE SCHEDULE lower cose o, b, c, d, etc. indicotes switch 1 INDICATES CIRCUIT 0-0-0 LIGHT POLE --CO CONDUIT RUN IN WALL, CEILING OR UNDERGROUND TO BE PERFORMED UNDER THIS CONTRACT AND CONSTRUCTION PERMIT. r A-1,3 CONDUIT HOME RUN TO PANEL "A", CIRCUITS 1 AND 3 1 /2" CONDUIT 2#12 THHN, CU OR AS NOTED II I 1/2" CONDUIT 3#12 THHN, CU OR AS NOTED 111 I 1 /2" CONDUIT 4#12 THHN, cu OR AS NOTED 111 II 1 /2" CONDUIT 5#12 THHN, cu OR AS NOTED 111 111 1 ;2· CONDUIT 6#12 THHN, cu OR AS NOTED Iii 1111 1/2" CONDUIT 7/112 THHN, CU OR AS NOTED Q) JUNCTION BOX, SIZE AS REQUIRED □PB PULL BOX D PEDESTAL GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORD WITH THE 2001 CEC AND ALL APPLICABLE STATE, COUNlY AND LOCAL COOES APPLYING TO THE PROPOSED CONSTRUCTION. THE MOST RESTRICTIVE CODES SHALL APPLY IN CASE OF CONFLICT. Z. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIREMENTS INCLUDING ANY REVIEW FEES REGARDING FIRE LIFE SAFElY 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE AND CONDITIONS. SUBMITTAL OF BID INDICATES THAT CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT AND CONSTRUCTION PERMIT. 4. ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED, LABELED, AND INSTALLED AS PER UNDERWRITERS LABORATORIES, OR EQUAL ALL MATERIAL AND EQUIPMENT SHALL BE DELivERED TO THE SITE NEW, BEARING APPROVAL BY U.L, NEMA OR OTHER APPROPRIATE AGENCY. 5. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM MEETING THE CRITERIA HEREIN AND THE INTENT OF THESE PLANS AND SPECIFICATIONS. 6. ALL ELECTRICAL DEVICES, EQUIPMENT, CONDUITS, ETC., LOCATED OUTSIDE SHALL BE SUITABLE FOR THE USE INTENDED. 7. PROVIDE SEPARATE GROUND WIRE IN ALL FLEX AND NON-METAWC CONDUITS, /112 STRANDED GREEN IN FLEX. 8. ALL WIRING DESIGN IS BASED ON 60 DEGREES C CONDITIONS. 9. ALL CONDUCTORS SHALL BE COPPER AND RATED 600 VOLTS. SIZES /18 AWG AND LARGER TO BE STANDED AND /110 AND SMALLER SHALL BE STRANDED. USE TYPE THHN, THWN, THW. 10. ALL WIRING SHALL BE IN METAWC CONDUIT UNLESS OTHERWISE SHOWN ON THE PLANS. RIGID GALVANIZED SHALL BE USED IN/OR UNDER CONCRETE SLABS ON GRADE, WI-IERE EXPOSED TO WEATHER, AND WI-IERE EXPOSED TO MECHANICAL DAMAGE. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND FITTINGS WI-IERE EXPOSED TO WEATHER. SCHEDULE 40 PVC CONDUIT MAY BE USED AT UNDERGROUND LOCATIONS. 11. ALL FEEDERS RUN IN NON-METAWC CONDUITS SHALL HAVE GROUND CONDUCTOR /18 SOLID COPPER RUN WITH CURRENT CAPACllY CONDUCTOR SIZED IN ACCORD WITH APPLICABLE CODES. THE CONTRACTOR SHALL MAINTAIN UNIFORMllY AND CONTINUllY OF THE GROUNDING SYSTEM. 12. GENERAL CONTRACTOR AND RELEVANT SUBCONTRATOR SHALL BECOME FAMILIAR WITH ALL ELEMENTS OF THE CONSTRUCTION DRAWINGS. ANY ERRORS, OMISSIONS OR DISCREPANCIES, SHALL BE BROUGHT TO THE ATTENTIONS OF SOUTHLAND ENERGY CONSULTANTS PRIOR TO ANY WORK. IF CONTRACTOR FAILS TO DO THIS, THEN CONTRACTOR ASSUMES FULL RESPONSIBILilY FOR SUCH ERRORS, OMISSIONS AND DISCREPANCIES. __________ , __________ ---- FIXTURE SCHEDULE TYPE WATTS LAMP DESCRIPTION 55 QL AMERON 22C+10 1'11TH 55W QL LAMPS AS PER CNB STD-202-L PANEL SCHEDULE PANEL: A VOLTAGE 120/240 PHASE 1 WIRE 3 ® 26 (2) 13 LITHONIA TCE 2/13 DTT 120 LPI SIGN FLOODLIGHT WITH ADJUSTABLE DTT MOUNTING KNUCKLE, 1/2" NPS THREADED STEM OR APPROVED EQUAL MOUNTING: PEDESTAL ENCLOSURE MAIN BREAKER: MLO BUS: 60 WATTAGE LOAD A B SITE LIGHTING 2 POLE FOR LIGHTS 250 250 SITE LIGHTING (SIGN) 26 - SPACE SPACE SPACE WATTS 276 250 g a.. ~ d WATTAGE ~ a:: A B a.. '-' LOAD 8 20 2 1 SPACE 15 1 SPACE SPACE SPACE SPACE 0 0 A B 276 250 526 TOTAL A, B, C TOTAL LCL X .25 =131.5 TOTAL WATTS SINGLE LINE DIAGRAM NEW PEDESTAL METER/MAIN WITH DISTRIBUTION NEMA 3R PER CNB STD-206-L r----------- 1 I I I M LARGEST MOTOR X .25 = 0 TOTAL LCL I I I I I I 1:._60A ~2P 657.5 TOTAL LM NOTE: I I I I I I I ------+-3#5-3/4" C PANEL -------4---l I • -~OCKA BLE DOOR Li------------ ALL CIRCUIT BREAKERS SERIES RATED FOR TO S.C.E. ----~ P.O.C. 42K AIC - w--+---1/18 COPPER GROUND: 3/4" CONDUIT UFER GROUND 250-50fc) PROVIDE (2) GROUND RODS SEPARA'lto BY 12 TO 20 FT. ALL ELECTRICAL WORK SHALL CONFORM TO CITY OF NEWPORT BEACH STANDARDS STD-202-L, STD-204-L, STD-205-L AND STD-206-L 0 0 0 ~ IT> E E Q_ co .,,- r--z 0 "' "---ro 0 ~ <( u o' ,_ u w ..J w "' a: <( Q. I u a: m I <( <J) w "' ./ <J) "' QC'. <( ? O' C ~ ru ru ·" IT> C-3787 ~ --..-----------------.. A .. P"'PR"'o"'vm""'"'-------------------------1 ~ MESA-BIRCH PARK ELECTRICAL NOTES ~ "O ru ~ 0 .c ? DATE m I--.J-.---1--------------1--i::::.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J. ___________________ -ll? t-o_A_TE~s_v~ ____ o_ES_cR_1P_110_N ____ ___LAP_P'o_ ..... 0=ES1=G=NE~o--+o~RA=WN--"'M=GR"--'-AC1=tA CITY OF NEWPORT BEACH P-5200-S i '------------------------------------------------------------------------------------------------ - ' - - - - - - - - - R E _ V I _ S 1 _ 0 N _ s ________ c_H_ECK_ED __ .... 0_ATE,:;:29~AU:;;;G.,::2;::;00:,:.7i..._P_u_B_L_lc_w_o_R_Ks_o_E_PAR_TM_E_N_r_ ... SHEET __ L_-9_0F_1_s_,: --------------------- i .. - / / -- , 15 GPM r ,, 20 10 GPM ; I r I , I I , I ,;i;J ~ \ ' I -----t' \ I ' ' ' ' ' ' I I I I I , I I I I ' ' .) -- ,\ , , - .' 1 ' ' ' l I I J ffl1 . - Iii () f 1 I ~ <f. I i , I 'I • \ ' \ ,E-• ' I ,,. ~, \ .,. v,· !~ '"" \ \ \ "" v.r 3 24GPM 1" •' MATCH LINE,, ..... 18 [;e 22GPM 11/2" ....... - • ' ' 30GPM I ' ' 1" ' 16 ,. ,,, 22GPM • 11/2 ', I!<- ' ' v,· ' '. v.r V, ' -- ~w I V2" ' ' /~ r ,_,,,. i.w· 318GPM ' .. ' 1-l,W v.,·\\ " ~, ~-v,· V,' 10· I ' " ' r,, I , ' ' r ' I ~-' ,,. : i<E' ' ' v,· ' ' ' ' ' \ ' ' ' ~, r , 112· I l/2" ' v,· I vi· ' , 1E' ~· , ,o· I ~ " ,,,. ""' ~---~------~---- fa Ji![ 1/T \ 0 / r / ,I // .,,. 4- 12 GPM \ //,~ r / - ~ ...... 71 }2GPM a ,,,. v.,· I I I I r ............. TREE BUBBLER 10 24GPM r --~ 11--112· r ' -if\: 112· vi· 1 0 0 ' BIRCH STREET CONTROLLER LOCATION ~ -. ........ -" v,· 7/ , I " r 311; T XJGPM 1 " '---,="'---··-...... .-.--- / I / , , , , /, 112· d § . ,::;. I I ' ~ I I ~ W / , 1 I f / 1/l / I I ' , , I , , I I I / , I I I I / , I I I I ,/ r" ' . ii,, i / j i ' ! I ' ' I I , I ' I I I I I 22GPM ! I , /r , r, I , ' 6 XGPM / ! I ! 12' POP UP SPRAY HEAD VALVE NO.-ffi APROX. GPM _.. 20 GPM VALVE SIZE --1" RAINBIRD 50i2-PL-PG-SAM-SS 12' POP UP PA<T C;RCLE ROTOR DLUS SERl::S W/ CHECK VALVE GRISWALD () RAINBIRD 9 !'-""'iATCO GRISWALD [El RAINMASTER 0 RAINBIRD MAiN LINE LATJ=RAL MATCH LINE ..... SEE CONSTRUCTION PLAN FOR rwATER SUPPLY TO DRINKING FOUNTAIN BACK.FLOW, MASTER VALVE, FLOW SENSOR LOCATION SEE LEGEND ABOVE. DATE BY DESCRIPTION REVISIONS DWPRV AUTOMATIC IRRIGATION CONTROL VALVE: -SIZE:AS INDICATE:D. 4-4-QUICK COUPLING VALVE 754-SERIES BRASS EALL VALVE UNE SIZE (2') 2000 SE:RIES MASTER CONWOL VALVI= (2') NORJ-AALLY CLOSED EVOLUTION DX2 FLOW SENSOR RWS-BCG TREE RCOT WATERING SYSTEM W/ BUBBLER, CHECK VALVE AND GRATE. PVC SCH. 40 (PVC SCH 80 UNDER PAVEME'-IT) PVC CLASS 315 APPROVED DATE APP'D. DESIGNED CHECKED DRAWN DATE 5-30-06 TREE BUBBLER 2 12-GPM 22GPM r SCALE: 1" = 10'-0" NORTH MESA"BIRCH PARK. iRRiGATION PLA"-1 C-3787 P-5200-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEETL-10 OF 15 fM:'i~ ~ti ::t ... T( ~~f-. -.,;,11--.i· • -is\!/',:! ------· ---------------------------------- i -.. 3"CLEAl< ALLS!DES - - 11 111111111 11111111 1111111111111111 I " 11111111 111111111. .... _ 1 ... 111 1111 __ I __ !. !!ACKFtOWPR&'ENTERASSEHBlY • PHER iO IRR.'GATON PLJi-l-G FOR MFG. A"ID MOGEL 2-RESIJ!M SEAT FA\.L V.14.VE-lW0 TO""tAL 3. BRASS WYE STM!NER-REFER TO 1~&4.TI0N SlmF;CAn:JNS FOR PDCHIJNAI. IW0Rl1'\110N 4. Bl¼S59QDEGREEELLTYPlC.AL 5. BRASSUNION. 6_ fn'REACIDEl¼SSNIPPLE-LENGTHPGREG.-UIW 1. FINISH GRADE. 8. CCNC!?.ETETHfllST BlOQ::-lTX IYX 12' 9. TO tRR!GAOON SYSTEM-SEE PIJWFOR SIZEA'-lD TY!E 10. P\/C~HOO~PDPPTERTYF.IC6l 11. e.AASS COU~ll-,jG, SET l'LUSH \IATHCCNGREfE. 12. TO ll<Rl5ATl:J-N RJINT OF CONNECTKJN, WA1ER.5CL'RCE_ 13_ 4" l}fl1( CONCRErE PAD 14. 5001'6 eox PJa.fl.OW W:l.OSU~ (SBOC-3:JCR) POl\.tER COA1WDAAK Gi<ffiJ Sf.A!Nl.ESS STEEL BAGKFLOl/'4 PREVENTER HEAT BRANDED 'M.V. 1. :24• COILEO Wll<e LeAC!=R. :2. WATE:R ~OOF Wll<f= CONNecro~. 3. v,.o.,i_ve IOSN1"JFICATION T,t.,.G. 4. E=LeCTRtC MAST!=!<. V,4,!_VE. - FU;FE.I< JO ll<l<IGA110N 1..E:GEND FOR MAI\IUF=AC'TU!<E:R _,4,,NO MOOl:L. s. v.A1-ve eox wm; cove.1<. 6. FlNl:51-1 GR.ADI=-V.A.LVE BOX TO BE: FLUSH Wlll-t GRACI: IN TURF AAE.A.S AND 2" ,.,s.aove G~E: IN GROUND CO'V'5R. / SHRUB AAEAS. 7. BAASS NIPPL.E:.. (CLOSE:). a. BRASS UNION 9. 6~S eALL. V.Al...VE: 10.C OMMON RED Bl<ICK -FOUR {4) 1<5QU!RE:D. 11. Pl<l=SSURI= HAIN LINE PIPING--REF5R. TO IRRIGATION LE.GE=.ND FOR. T'r"PE: AND SIZE:. 12. PEA GRAVEL., MINIMUM OE:PTH OF 12 lNCHE=.S. '!3. PVC: MAIN LINE PIPING -TO 1R~G. V.A-LVES. RE=Fel< TO ll<J2.IGA110N L.l=GENO FOR 1YPS. ,A.NO SIZE. 14,PVC: SCH 40 MALI= ADAPTSR. 15. V.A-LVE BOX EXTENSION, ------------------~ ---------------· ---· ----------------------------------- 1. .24" COILED Wfl<E LaAOER. 2. WATER PROOF WIRE CONNECTORS. S. VALVE IDENTIFIC:A110N TAG. 4. S.ECTRIC CONTROL V,AJ..VE - REFER TO IRRIGATION LEGEND FOR MANUF..A.CTURER AND MODS.. .9. VALVE BOXWITH C:OVERAND LOCKING BOLT. HEAT BRAND-VALVE NO. ON LlD. 6. FINISH GRADE-VALVE BOX TO BE FLUSH wrn; GRADE IN lURF AR~S AND 2· .ABOVE GRADE IN S,t<QUND COVER I SHFtUB P-J<.EJ>-s. 7; BRASS NIPPLE:, (CLOSE). a. PVC SCH 40 ELL. g_ PVC SCH eo NIPPLE, L.ENGIH AS-REQU!12.ED 17 HEA.T BR.ANDED V.ALVENO. ,----1_14 10.GOMMON R:ED BRICK -FOUR (4) REG!Ull<ED. 11.PRESSURE MAIN LlNe PIPING -REFER TO IRRIGATION LEGEND FOR 1YPE AND SlZE. 12.SCH eo NIPPLE (2 INCH LENGTH. HIDDEN) ?ND SCH 40 !:?.LL. 13.PRESSURE MPJN LINE FITTING-, TEE OR ELL. 14.PVC SCH 40 M,A.LE ADAPTER. 15.Pv'C LATERAi... LINE PIPING -TO SPR!Nt:::LERS, REFEi:t TO l!<l<IG-ATION LESEND FOR TYPE AND SIZE. 16.PEA GRA.VEL, MINIMUM DEPTH OF 6 INCHES. 17. BR,A.SS BAL-L VALVE 18. B"RA.55-UNION • 19. TAG EACH VAL.VE WITH NUMBER REMOTE CONTROL VALVE 6" I !"IN., I ! I I I 5 1----.JI. 'i?iliip~~&.: .:, .. .. 12· MIN. I. HAAD5C,APE EDGE /YiHl=l"'E APf'LJ<,A6LI=). 2. TRl=Nc.H !3.ij,TE:RAI. LINE PIPING. 4. PF<l:SSVl<E MAIN LINE PIPING. S. C::.ONTl<OL Yilf<ES. TAPE AT 6 FT. o,::,. PROVIDE I e,• EXPANSION C::.OILS AT TURNS. 6. <,LEAN, APPROVED 6""-l<FILL MATEFtlAL. "I. FINISH GRAPE. . Ftl=l"EFl TO IFlf<IGATION SPl=<,IFl<,ATIONS FOFl ADDITIONAL INFORMATION. TRENGHIN6 REMOTE CONTROL MASTER VALVE WITH BALL VALVE t UNION WITH BALL VALVE$ UNION HEAT BRAND B.V. ON LID 1. FINISH e.RADE 6. BAASS NIPPLE 2. 2" IN 6.C. FLUSH IN LAY'IN i. BRASS UNION 5. VALVl:BOX 8. 1 GU.FT.PEA.CSRAVE(MIN) 4. PVG MALE ADAPTER (TYPJ 'I. BRIGtc: OR GONG. SUPPORTS. 5. BRASS BALL VALVE 10. PVG MAINLINE AND FITTIN6S. 1. FINISH 6RADE 2. 2" IN 6.G. FLUSH IN LAY'IN 9.VALVEBOX 4. Y'IATER PROOF GONNEGTOR 5. 24" LINEAR L.EN6TH OF Y'IIRE, C.OIL.ED. " 6. BRIG!<( 1 OF 4) "I. PVC Sl"IEEP ELLS, 8. 1 GU. FT. PEA GRAV!: (MIN) 'l. 6F.AY PVC SCH 40 l"IHl:N SPl:GIFll:D DIRl:GT BURIAL OTHl:RY'!ISI:. f'.UN AL.L l"IIF<l:S ADJAGl:NT TO IRRIGATION MAIN LIN!: Y'lHEN POSSIBLI:. '4'\ 1 O" F<OUND VAL.VI: BOX., Hl:AT 6f'.AND "QGV" 1 2" MA~ "-V ON LID IN 2" Hl6H GHAF-AG Tl:F-S. 1_•e,_",,,,M.,,.IN_.JF=====u:...._1.r®'......';:;;;;2::.,_....:®:..FINISH 61'<-ADI: - =1111 illTIT I, 111-'II I ! 111 'I I 11111~/RM •'111-~-I -=!Tif I 11 -1111==11'1~~~ ··~1-111 1,,1-1111 I! -1111-·1 ll!i -,,---111 11-,1 '!l-~.:..,1·11-· I• 1_·'-· I Ii i I 11 ! • 111~1111 TITT -- ®3 QUIG!< GOUPLIN6 VAL VI: 1111= 0 BRASS NIPPLI: (LEN6TH AS F-1:Q.) 1111 ® SF-ASS "10 Dl:6. ELL. I' ® BRASS NIPPLE -6" LON6. (,', BRASS "10 Dl:6. STRl:ET !:LL. I' "-V ® MAIN LIN!: FITTIN6 @ 1 GUBIGFT.OFPEA6F-AVEL @ MAIN LINE PIPING BRASS BALL VALVE Y'IIRE PULL BOX/ JUNCTION BOX 0 J/'!AL!< OF-CURB 1. FINISH CSRADE 2. APPROVl:D BAGtc:FILL. 9. POP-UP SPAAY HEAP 2 Ill 11=111=11t m::cl~ 4. PVG SGH eo Nll"PJ..E -4" MIN. LEN6TH 5. PVG T X T '10 DE6. ST"-1:ET ELL.. 6. PVG SGH eo -6" LON6 i. MARU:X STREET !=LI.. 8. LATER.AL LINE PVC. TEE 'I. LATERAL LINE PIPI:, SIZE AS NOTED ON PLAN 10. HARDSGAPE SURFACE (Y'IHERE APPLIGABLI=) POP-UP ;,PRAY HEAD 1. FINISH GRAD!: 2. APPROVED BAG!<FILL 9. POP-UP ROTOR 4. 9/4" PVGSGH 80 NIPPLE-4" MIN.LEN6TH 5. PVC TX T "10 Dl:G. STR-1:l:T !:LL. 6. PVG SCH 80 -6" LONG i. 6/4" MAR.LEX STR.El:T !:LL. 8. LATl:R.AL. LIN!: PVG Tl:!: 'l. LATER.AL LIN!: PIP!:. SIZI: AS NOTl:D ON PLAN 10. HAR.DSGAPI: SUR.FAG!: (l"IHl:R-1: APPLIGABLI:) POP -UP ROTOR HEAD GUICK COUPLING VALVE -IN BOX HEAT BRAND PRV ON LID 1. FINISH 6RADE 2. 2" IN 6.C.. FLUSH IN LAY<N 9. VALVE BOX(Sl:l= SPEC.S.) 4. PVGMALl:ADAPTER(TYP.) 5. BRASS BALL VALVE 6. BRASS NIPPLE i. BRASS UNION 6. 1 GU. FT. PEA e.RAVE (MIN) 'I. BRIG!< OR C.ONC.. SUPPORTS. 10. PVG MAINLINE AND FITTIN6S. PRESSURE REDUCIN6 VAL VE DATE BY DESCRIPTION REVISIONS I "' ~ q, 0 ilO'll~5 ~"m OC'>,,:? 6 Q~ t~ oo- -~ ~@ I I l________,J !-Ji 4-INCH GRATE \J W ROOT WATERiNG SYSTEM• RAIN BIRD Q RWS-BCG (INCLUDES BUBBLER, CHECK VALVE AND GR.ATE) 0 BUBBLER G) FINISH GRADE 0 CHECK VALVE @ PEA GRAVEL BACK FILL 0 1/2-INCH PVC SCH 80 NIPPLE 0 1/2-INCH 90-DEGREE ELBOW 0 SWING PIPE, 12-INCH -SWING ASSEMBL y @ 1/2-INCH MALE NPT INLET 0 PVC SCH 40 TEE Qi< EL @ 1...1\TER.AL PiPE @ 4--iNCH_ BPGKET WF..AVE CANISTER ROOT WATERING SYSTEM C-3787 APPROVED DATE APP'D. DESIGNED CHECKED DRAWN DATE 5-30-06 MESAsBIRCH PARK IRRIGATION DET ,AJLS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5200-S SHEET 1--11 OF 15 ---------------·---------------------------~-------------------------------------------- IN THE EVENT THERE IS FIELD MODIFICATION CONTRACTOR SHALL USE THE FOLLOWING CHARTS FOi< SIZING ll<l<IGATION EQUIPMENT. LATERAL P.V.C. PIPE SIZING CHART GPM 0 TO 10 11 TO 15 16 TO 25 26TO 40 41 TO 60 61 TO 90 91 TO 120 PIPE SIZE GPM3/4" GPM1~ GPMl 1/4" GPMl 1/2" GPM2" GPM2 l/2' GPM3" GUIDE FOi< SIZING AUTOMATIC VALVES GPM 0 TO 15 16 TO 30 31 TO 50 51 TO 70 71 TO 100 VALVE SIZE GPM3/4" GPMI. GPM1 l/4" GPMl 1/2" GPM2" GUIDE FOi< SIZING PIPE SLEEVES MAIN/ LATEl<ALMIN. SCH 40 PVC SLEEVE PIPE SIZE 1/2" 3/4" 1· 1-1/4. 1-1/2· 2· 2-1/2' 3• 4" REQUIRED ,. 1-1/4" 2· 3" 3" 4" 4" 6' 6" GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS AL.I.. CONTRACTORS AND SUBCONTRACTORS PE.RFORMINS WORK SHOWN ON OR REL.ATE.D TO THESE PL.ANS SHAI..I.. CONDUCT THEIR OPE.RATIONS 50 THAT AL.I.. EMPL.OYEES ARE PROVIDED A SAFE PL.ACE TO WORK AND THE PUBL.IC 15 PROTECTED. AL.I.. CONTRACTORS AND SUBCONTRACTORS SHAL.L. COMPL.Y WITH THE "OCCUPATIONAL. SAFETY AND HEAL. TH RESUL.ATIONS" OF THE U.S. DEPARTMENT OF L.ABOR, AND WITH THE STATE OF CAL.IFORNIA DEPARTMENT OF INDUSTRIAL. REL.ATIONS' ·coNSTRUCTION SAFETY ORDERS·. THE CITY SHAL.L. NOT BE RESPONSIBL.E IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPL.IANCE WITH SAID REGUL.ATIONS AND ORDERS. CONTRACTOR FURTHER ASREES THAT HE SHAI..L ASSUME SOL.E AND COMPI..ETE RESPONSIBII..ITY FOR JOB SITE CONDITIONS DURINS THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCI..UDINS SAFE.TY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHAI..I.. APPI..Y CONTINUOUSI..Y AND NOT BE L.IMITED TO NORMAL. WORKINS HOURS: AND THAT THE CONTRACTOR SHAL.L. DEFEND, INDEMNIFY AND HOI..D THE CITY AND ITS REPRESENTATIVE HARML.ESS FROM ANY AND AL.I.. L.IABIL.ITY, REAL. OR AI..I..ESED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINS FOR 1..IABIL.ITY ARISINS FROM THE SOI..E NESL.ISENCE OF THE CITY OR ITS REPRESENTATIVE. IT SHALL. BE THE CONTRACTORS RESPONSIBIL..ITY TO ASCERTAIN THE LOCATION OF AL.I... UND!=RGROUND UTILITIES OR STRUCTURES FROM FIEL.D INVESTIGATIONS AND AVAII..ABI..E RECORDS PRIOR TO COMMENCINS ANY E.XCAVATION. AL.I.. EXISTINS EQUIPMENT SUCH AS VALVES, SPRINKL.ERS, AND DRAINASE DEVICES WHICH ARE NOT REUSED OR REL.OCATED ON THE SITE SHAI..I.. REMAIN THE PROPERTY OF THE CITY. IRRIGATION SPECIFICATIONS A. GENERAL 1. IT IS THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKL.ER SYSTEM WHICH WILL OPEl<ATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDINS TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION. 2.THE WORK INCL.UDED IN THESE SPECIFICATIONS SHAI..I.. CONSIST OF THE FURNISHINS OF AL.I.. LABO!<, TOOL.5, MATE.RIALS, APPI..IANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTAL..1..ATION OF A LANDSCAPE SPRINKL.ER SYSiEM, AS HEREIN SHOWN. NO SUBSTITUTIONS SHAI..I.. BE MADE WITHOUT PRIOR ACCEPTANCE BY CITY AND/OR SOVERNINS ASE.NCIES. MATERIAI..S NOT APPROVED MAY BE !<EJECTED BY CITY OR SOVE.RNINS ASENCIES AND REPL.ACE.D WITH REQUIRED MATERIALS AT CONTRACTORS EXPENSE. 3.THE SYSTEM SHAL..L.. EFFICIENTLY AND EVENLY IRRIGATE AL.I... AREAS AND BE COMPLETE. IN EVERY RESPECT AND SHALL. BEL.EFT !<EADY FOi< OPERATION TO THE SATISFACTION OF THE CITIES AUTHORIZED REPl<E.SE.NTATIVE. 4. AL.I.. L.OCAI.., MUNICIPAL. AND STATE 1..AWS AND !<UL.ES AND REGUL.ATIONS SOVERNING OR RELATINS TO ANY PORTION OF THIS WORK Al<E HEREBY INCORPORATED INTO AND MADE A PAl<T OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHAI..I.. BE CARRJED OUT BY THE CONTRACTOR 5.THE CONTRACTOR SHAI..I.. Pl<EPARE ASBUII.. T DRAWINSS TO SHOW THE EXACT 1..0CATIONS OF AL.I.. ITEMS INSTAI..I..ED. ANY DIFFERENCE BE.TWEEN "AS BUii... T" AND DRAWINSS SHAL.L. BE INDICATED ON PL.ANS PROVIDED. 6. SHOUI..D IT BECOME EVIDENT THAT UNKNOWN OBSTl<UCTIONS, Sl<ADE DIFFEl<ENCES 01< DIFFERENCES IN THE Al<EA DIMENSIONS E.XIST THAT MISHT NOT HAVE BEEN CONSIDERED IN THE ENSINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOUL.D BE BROUSHT TO THE ATTENTION OF THE CITIES AUTHOl<IZED l<EPRESENTATIVE FOR REVISION PRIOI< TO INSTAL..L.ATION. IN THE EVENT THIS NOTIFICATION 15 NOT PERFOl<MED, THE CONTRACTOI< SHAI..I.. ASSUME FULL. RESPONSIBII..ITY FOi< ANY Rl=VISIONS NECESSARY. 7. IT IS THE l<ESPONSIBIL.ITY OF THE IRRISATION CONTl<ACTOR TO FAMII..IAl<IZE HIMSEI..F WITH AL.I.. Sl<ADE DIFFERENCES, LOCATION OF WATEI< METERS, CATCH BASINS, ETC. HE SHALL. COOl<DINATE. FOi< THE L.OCATION AND THE INSTAL.I..ATION OF PIPE 51..EEVES AS MAY BE REQUIRED. 6.MATEl<IALS 1. AL.I.. STATIC PRESSURE MAINS SHALL. BE PVC SCHEDUI..E 40. 2.AI..I.. SPl<INKL.ER LATERAL. PIPINS SHAI..I.. BE PVC SCHEDUL.E 40 . .3.AL.L. PVC FITTINSS SHAI..I.. BE HISH IMPACT SCHEDUL.E 40. 4AL.L. ADDITIONAL. CONTROL. WIRINS SHALL. BE COL.OR CODED AND SIZED PER VAL.VE MANUFACTIJRE.R'S RE.COMMENDATIONS, 14-SAUSE. MINIMUM WIRE SIZE. AL.I.. VAL.YES TAS WIRINS SHALL. C.INSTALL.ATION 1. SPACING OF SPRINKLER HEADS AND L..OCATIONS OF VAL.YES AND BACKFL..OW PREVENTION DEVICES SHAI..I.. BE AS INDICATED ON THE DRAWINSS. ANY DEVIATION FROM THE Dl<AWINSS MUST HAVE THE APPl<OVAI.. OF THE CITY. 2.Tl<ENCHE.S FOR PI..ASTIC PIPE SHAL.L. Pl<OVIDE. A MINIMUM EAl<TH COVER OF 18' ABOVE THE TOP OF THE BARl<EI.. OF THE PIPE FOi< AL.I.. 'MAINI..INE.· PIPING AND 12" MINIMUM OVER AL.I.. ·1..ATEl<AI.." PIPE I..INE.S. 3. AL.I.. MAINI..INE.S IN THE SYSTEM SHAI..I.. BE PRESSURE. TESTED FOR L.EAKS AS DIRECTED BY CITIES REPRESENTATIVE. 4. COMPACT TRENCH BACKFII..I.. TO A l<E.I..ATIVE. DENSITY EQUAL. TO ADJACENT UNDISTUl<BE.D SOII..S TO Pl<EVENT SE.TTI..E.ME.NT. 5.THE. CONTRACTOR SHAL.L. NOT AI..I..OW NOR CAUSE ANY OF HIS WOl<K TO BE COVEl<ED OR ENCI..OSE.D UNTIL. IT HAS BE.EN TESTED AND PROVEN SOUND. 6. CONTRACTOI< SHAL.I.. KEEP THE PF!EMISE.S CI..EAN AND FREE OF EXCESS EQUIPMENT, MATE.l<IAL.S AND l<UBBISH, INCIDENTAL. TO WORK OF THIS SECTION. NOTES: THIS DESISN IS DIASRAMMATIC, AL.I.. PIPINS AND REL.ATED IRRISATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CI..ARITY ONL..Y, AL.I.. EQUIPMENT TO BE INSTAI..I..ED IN PL.ANTED AREAS. ANY CHANGE OF EQUIPMENT/ MANUFACTURER, ITS DETAIL.ED INSTII..I..ATION AND OR QUANTITY OF SPRINKLER HEADS SHALL. BE BROUSHT TO THE PROJECT ENSINE.E.RS ATTENTION. SUCH CHANSES SHAL.I.. BE ITEMIZED IN Wl<ITINS Pl<IOI< TO INSTAL.I..ATION. INSTAL.L. AL.I.. MATE.RIAL.5 AND EQUIPMENT AS SHOWN IN DE.TAIL.5. USE TE.FL.ON TAPE OR TEFL.ON PIPE DOPE ON AL.I.. PVC MAI..E PIPE THREADS, ON AL.I.. SPRINKI..ER SWING JOINT AND VAL.VE ASSEMBI..IES. AL.I.. SPRINKI..EI< HEADS SHAL.L.. BE SET PERPENDICUL.AF! TO FINISH GRADE OF THE AF!EA TO BE ll<RISATED UNL.ESS OTHERWISE DESIGNATED ON THE PL.ANS. AL.I... POP-UP TYPE. SPRINKL.ER HEADS INSTAI..I..ED IN SHRUB OR GROUND COVER AF!EAS SHAL..L.. BE INSTAL..L..ED 50 THAT THE TOP OF THE SPRINKI..ER HE.AD IS 1" ABOVE FINISH GRADE. 120 VOL. T EI..ECTl<ICAI.. POWER OUTI..E.T AT THE EXISTING AUTOMATIC CONTl<OL.L.ER L.OCATION SHAL.I.. BE THE POJNT OF CONNECTION. IT SHAI..I.. BE THE l<ESPONSIBII..ITY OF THE CONTRACTOR TO MAKE THE FINAL. HOOK-UP FROM THE E.I..E.CTRICAI.. OUTI..E.T TO THE NEWI.. Y INSTAI..L.ED AUTOMATIC CONTl<OI..I..ER. CONTRACTOF! SHAI..I.. NOT WIL.L.FUI..I.. Y INSTAI..I.. A SPl<INKI..EI< SYSTEM AS SHOWN ON THE Dl<AWINGS WHEN IT IS OBVIOUS IN THE FIE.I..D THAT OBSTl<UCTIONS, GRADE DIFFE.l<E.NCES OR DIFFERENCES IN THE Al<EA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEF!ING. SUCH OBSTRUCTIONS OR DIFFEF!E.NCE.S SHOUL.D BE BROUSHT TO THE ATTENTION OF THE CITIES AUTHORIZED RE.Pl<E.SE.NTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PEl<FOl<ME.D, THE: CONTRACTOR SHAL.L. ASSUME FUL.I.. RESPONSIBIL.ITY FOR ANY l<E.VISIONS NECESSARY. CONTRACTOI< I OPERATOR SHAL.L.. ONL.Y APPL. Y SUFFICIENT WATEI< TO PROMOTE HEALTH GROWTH OF THE PL.ANT MATE.RIAL.. AT NO TIME WII..I.. THE CONTRACTOI< I OPERATOI< APPL.Y WATER AT A RATE OF! FF!EQUENCY WHICH CAUSES RUNOFF OR SOIL. SATUl<ATION. CONTRACTOF! SHALL. ADJUST EACH SPl<INKI..EI< TO MINIMIZE OVEI< SPl<AY ONTO WAL.KS, OR ROADWAYS. WHENEVER ANY ITEM OF "DISTl<IBUTION £ CONTROL. EQUIPMENr IS SIZED SMAL.L.ER THAN THE MAIN 1..INE: OR LATERAL.1..INE: PIPING ON WHICH IT 15 PL.ACED. THE REDUCTION IN PIPE SIZE SHAL.L. ONI.. Y OCCUR AT THE: THl<E.ADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF E:QUIPMENT. WHEN VEl<TICAL. OBSTRUCTIONS (STREET L.IGHTS, TREES, UTIL.ITY VAUI.. TS, ETC. INTERFERE. WITH THE SPRAY PATTERN OF THE SPRINKLER HE.ADS SO AS TO Pl<EVE.NT Pl<OPEI< COVE.RAGE, THE CONTRACTOR SHAL.I.. FIEI..D ADJUST THE SPl<INKL.E.R SYSTEM. CONTRACTOR SHAI..L. Pl<OVIDE PART CIRCI..E NOZZL.E. SPRINKI..E.R HEADS Al<OUND SUCH OBSTRUCTION TO ACHIEVE PROPEF! COVERAGE.. THIS ll<l<ISATION SYSTEM SHAL.L. BE INSTAL.L.E.D BY A COMPETENT CONTRACTOI< EXPERIENCED IN IRRIGATION INSTAI..I..ATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAUL.IC DEMANDS. THE CONTRACTOR SHAl..1.. FIEL.D SE.LE.CT AL.I.. IRRIGATION NOZZLES AND Al<K PATTERNS TO OBTAIN OPTIMUM HEAD TO HE.AD COVERASE. WITH THE MINIMUM OF OVER SPRAY. APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED. DRAWN MESA-BIRCH _PARK li<!<IGATiON SPECS. C-3787 P-5200-S REVISIONS CHECKED DATE 5-30-06 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-12 OF 15 Fi<EMONTODENDl<ON CAL.IFOi<NICUM ! I J _, Fi<EMONTODENDl<ON CAL.IFOl<l'-IICUM JUGLANS ' ' I CAL.IFOi<NICA ,-,- L '(0NOTHAMNUS . -i=LOl<IBUNDUS I I ✓ I I ✓ / I / I " I ' ' ' , i I I I I I 'I I ' I ) / I / ' " ' ' I HATCH LINE", ' ' ' I ' ' ' ' ' ' \ ' ' \ NAT!VE TURF ' ' ' ' ..... .,,, ... ' JUGLAN CAL.IFOl<l'-IICA NA T!VE TLJi<F 0 • t: 1 ONOTHAMNUS FLOi<IBUNDUS~"'" CEl<CIS OCCIDE - QUEi<CUS KELL-OGG! ------- Ec><1SING S!DEW,ALK .......... 01 7h ,__ ~ --------~--~-;.---:=.,-,,.._,e___________ ---p---- / / / , , -------------------------------------------- ' ' ' , , , • ' ' ' ' ' ' ' ' ' ' ' ' ! ' ' - I ' I ' I I BIRCH STREET HETEi<OMELES Ai<BUTIFOL!A I I I I I / / I I / ' I I I I " ~ QUEl<CUS ,, AGi<IFOLJP,-- CEi<CIS / OCCIDENT Al,.IS I I , I I I I I _, I I I J , I I I I ' I ' ) ' ! I I I ; , I I I ,'JUGLANS C,A,LIFOl<N !CA .... --·· .--·· _/ / __ ... ---·· .--··· __ ... ·•• _,.. .-·· I I I / / / / ,,- HATCH LINE DATE BY DESCRIPllON REVISIONS TREE PLANT!N5 SPECIFICATIONS NOTE: CONTAACTOR SHALL INSThL CENTURY PRODUCTS ROOT BAARJER !J\VP-SE~ESADJ!CENTTO Ws:WSCAPE FOR8FT. MIN.ANDA'cOUND1'COT eALL 0,T SUFFICIENT DISTANCE TO ALLOW-PROPER BAGKFll.L) \1/HEN TREE PLANTING !S \l.1THIN 4 FEIT OF AW HAAJJ5CAPE. ~4--632-7083 SELECT TREES CAREFULLY. TREES SHALL BE STl?AiGHT AND OF UNIFORM SHAPE WITHOUT DAMAGED. CROOKED, OR MULTIPLE LEADERS. TREES W!TH ABl?ASIONS OF THE BARK SUN SCALDS. DiSFISURING KNOTS, OR FRESH CUTS OF LIMBS OVER 1/2 INCH WHICH HAVE NOT BEEN PRUNED AND PAINTED OR _ OMPLETELY CALLUSED, WILL BE REJECTED . ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THE LENGTH OFTHE SIDES AND THE DEPTH AS SPECIAED BELOW. COMPACTED SOlL AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCA~!FYNG OR ANOTHER APPROVED MITHOD. ms SHALL BE BACKFILLED IMTH GPSl SOILTO THE REQIJ\RED GRADE, AND THE BALANCE OF THE PIT FILLED IMTH 'PREPARED SOIL', THOROUGHLY SITTLED BY WATER APPLICATION. BOTANICAL. NAM!: COMMON NAM!: li!+!i!--=ii_:---CERCiS OCCIDENTAUS Wl:STERN REDBUD 24"BOX -~-FREMONTODENDi<ON C,AL1FORNICUM 24"BOX ~-,f----HETEROt-1.ELES Al<BUT!FOUA 24" BOX -1---LYONOTHAMNUS FLORIBUNDUS A 24"60X ---H---PLAT.ANUS SPECIES 36' BOX r-~\-QUS',RCUS AG!<JFOLL', 48"60X --+---QUERCUS KELLOGGII 48"60X ill----f--JUGL.ANS CAUFORNICA 24" BOX CEi<CIS OCCIDENT ALIS ...... =MMONFLANNl:LBUSH TOYCN FEl<.NLEAF IRONWOOD MEc><JC.AN SYCAMORE COAST LIVE OA'< C4-.UF. BLACK OAI<'.. SO.CALIF. BLPCK WALNUT SCALE: r = 10-0" NORTH C-3787 APPROVED DATE APP'D. DESIGNED CHECKED DRAWN DATE 5-30-06 MESA~BIRCH PARK TREE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-52OO-S SHEET L-130F 15 , , ,,. ,,. .,. -- I , , , / / ,, I I , , I 51 I , / I I ,/ , ' ' ' ' ' ' I I ' , I ' ' , ' ' ' j ' ' ' ' , I ' ' ' I I ~ " MATCH LINE,, ,.,,.. ------------ te CAREX 71.JMULICOLA --- • r, }, ... ,I.,; ' \ 111 '" ' \ ' ~1/, \ ' '" ' 111 \ :..t,•~ ' '" ~,.1,,, ~,IA 111 GARE:.X P.-ANSA111 :..!~ ••. ,I/~ ,,, '" ,, ' '" e,,I ✓-,:--:V::<:I '" ~1/, '" 1-,, ~..1/, ' " ~1/, ' " 0 M CARE,:<71.JMUUCO M M , BIRCH STREET J J ' ' , J ' ' J --- BP M BP BP BP BP BP _.-··· .··•• I I I J I I I I I I , , , / , / , I / / ,/ \ ----·--------~- 0 0 ________ BAC~ Et:--.ICEI IA® CIS71.JS@ ~ ~ HEUCHEf½@ Ml"O\NTHU~. Ml"O\NTHUS • DWF. KNiP!,OflA ~ STIPA. PENNlSETJM P--oNSTEMCN @ MIMULUS@ ~ 1~~. ~1~. ' J ~ MATCH LINE ..... SOILS REPORT ATTri.S CO!'-CUJSION OF ROUGH GRAV-NG PNPG!<Of'.DMC SOi!E REPORr .~HALL BE PREPAQ.EC BY THE CONTRACTOr<ANDfaJ..L !<.8::0MMENDAT\ONS PROM SUCH REPORT Sl--'ALL 6E ;N;:o;;:po12AIW BY ""il-!E COl'sITT2ACTOR INTO INSTAL!..ATON OF ALL P'i-A."-ITTNG A~. APPROVED DATE PLANT PALETTE SHl<U6S 6OTANICAI.. NAME ROMNEYA COUL. TE~I MUHLENBEl<GlA f<IGENS ALCE VERA B/>CCl-'ARIS P!LULA% 1\1'\N PEAKS' ENCELA CALIFOl<NICA QSTUS COBA.RIENSIS CEN><OTHUS G~SEUS HO~ZONTAUS ECHIUM FASl'uOSUM 5GPL 5GAL 5GAL 5GA!... 5GAL 5GAL 5GAL 5G,4L COMMON NAME 1~71UJA POPPY DEEi<GRASS MEDIONAL ALOE PROSTRATE COYOTE BLISH =AST SUNFLOvV=I< CARMEL CREEPER PRIDE OF MADEi~ HEUCH~ SANGUlNEA 'FIREFLY lGAL FIR.EFL Y COR.-A.L BELLS MiSCA"ITHUS TRANSM:'JRl?OS1NENSIS 5G.AL EVERGREEN MADEN GRASS MSCA'ITHUS SINENSIS YAKU Jlrt-: 5GAL DWAl<F MADEN GRASS KNIPHOFlA UVARlA 5GAL. RED HOT POKER MAHONlA REPENS 5GAL CREERNG MAHONlA SENl=CIO REPENS lGAL STlPA TENNUSSli"1P-. 1GAL W1ND W1SP GRASS PENNiSETIJM 58.ACEUM 'DWAAF RED" 1GAL 'UTILE. !<ED. FOUNTPJN GRASS PENSTEMON H'YBRID GAL PENSTEMON M!MUL.US SPEC!ES MONKEY FLOWER SAL\AA SPECIES (CL.EVELANDII. GREGGII, CHA"!AERIOIDES, MELLIFERA) 5 GPl. ARCTOST.APHYLOS UVA-URS! 'POINT REYES l GAL @'XJ'O.C. CAl<EX PANSA PLUGS. @50.C. POINT !<EYES MA'-iZ"-NITA CA.l<EX TUMUUCOLA 1 GAL @2a O.C. BERKELEY SEDGE SEE SHEET 12 FOR HYDROSEED MD< SCALE: 1" = 1O'-O" @ NORTH MESA-BIRCH· . .PARK \_ PLANTIN6 PLAN C-3787 DATE DESCRIPTION APP'D. DESIGNED DRAWN P-5200-S Pl,..ANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR EQUIPMENT. MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTlNG. AND MAINTENANCE AS SPECIFIED. ALSO PROVIDE THREE SOILS TlEST AS DIRECTED BY TlHE CITY ENGINEER A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTlNG UNTIL I1<1<.GATION WORK AROUND PLANTlNG AREA IS COMPLETlE AND TESTED. 2. PREMOISTEN -SPECIAL CAl<E SHALL BET AKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSUl<.E THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS. SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITlE. 4. PREMISES SHALL BE KEPT CLEAN AND M.AINT .AINED FREE OF CONSTRUCTION UTTER ALL EMPTY CONT.AINEl<.S. EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITlE UPON COMPLETlON OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS -ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CUL llVATlED INTO TOP 8" OF ALL PLANTING Al<.EAS. 2. HU MATE -PLUS GRANULAR SOIL CONDITlONER BY Tl<.I-C'. 3. COMMERCLAJ... FEl<TILIZER -COMMERC!PsL FEl<.TlLIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR -SOIL SULFUR SHALL BE .PGRICUL TUR,AL GRADE. 5. POLYMER -POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POL YMEl<.S FORMAllON AS MANUFACTURED BY TERRA SOl<B. 6. MULCH -MULCH SHALL BE A SHREADDED BARK MATERIAL AS PRODUCED BY AGUIN.AGUA 0"-4" FOREST FLOOR 7. PLANTING TABLETS -PLANllNG TABLETS SHALL BE 21 GRAM .AGRIFORM BLUE CHIP PLANTlNG TABLETS. 8. PLANTS -ALL PLANTS SHALL BE HEAL THY, OF NORMAL GROWTH. WELL ROOTED. FREE FROM DISEASE. INSECTS. INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAYING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY llME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTlON AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE.SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SKALL BE REMOVED FROM TlHE SITE IMMEDIATELY. SPECIAL CARE SHALL BET AKEN TO INSUl<.E THAT PLANTS IN CONT .AINEl<.S ARE.ADEQUATELY WATERED. 9.PLANTlNG MIX -ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES. UNLESS OTHERWISE NOTED BY TlHE SOILS REPORT, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUIT ABLE EXISTING SOIL. PLUS POLYMERS PER TlHE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL PLACE MYCORRHIZAE TABLETS AT BELOW RATES ADJACENT TO ROOT BALL. USE 2 TAl;:,S FOR PLANTS UP TO 1 GAL. USE 4 TABS FOR PLANTS UP TO 3 GAL. USE 8 TABS FOR 5 GAL. PLANTS. TREES, USE 10 TABS PER ONE INCH OF TRUNK WIDTH (20 TABS MIN.) FOR ALL CAREX SEDGE AREAS CONTRACTOR SHALL SPl<E.AID "TURF SUCCESS TM" MYCORRIHIZAE GRANUALS SOIL AT A RATE OF ONE POUND PER 150 SQ. FT. TO THE AMMENDED SOIL SUl<.FACE USING A SEEDER OF SPREADER TlHE GOAL IS TO CREATE PHYSICAL CONTACT BETWEEN THE SEDGE ROOTS AND GRANUALS. CONTACT FRED GUNDERMAN OF PLANT !<.EVOLUTION, INC. AT (714) 990-8172. C. INST AL.LATION 1. SOIL CONDlllONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CUL llVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: (UNLESS OTlHERWISE NOTED BY THE SOILS l<.EPORT) 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (MEAS WITH SLOPES GREATER THAN A 3:1 RAllO ARE EXEMPf. 2.TREE AND SHRUB PLANTING a) EXCAVATE PITS WITlH VERTICAL SIDES FOR ALL PLANTS. SHRUBS. AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTlH OF BALLS. AND 1WICE THEIR WIDTH. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE TlHE SITlE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5GAULON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTlNG HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTlHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATlER THROUGHLY f) IMMEDIATELY AFTER PLANTlNG, STAKE ALL TREES TO PREVENT DAM.AGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS. TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER -IMMEDIATELY AFTER PLANTlNG. WATER SH.AILL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERLAJ...S IN THE PLANllNG HOLE ARE TlHOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVEi< AREAS PLANTlNG PITS FOR GROUND COVEl<.S SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHAUL BE FIRMLY PRESSED AROUND EACH PLANT. AND THE EXCESS SOIL l<.EMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING. OR WITHIN ONE HOUR 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF THREE INCHES OF .AGUINAGUA O" -4" FOREST FLOOR TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETON OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCHES DEEP.) AREAS LESS TlHAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHEIVE THE REQUIRED 3" DEPTlH, 5. MAINTENANCE AND GUARANTEE 60 DAY PLANT ESTABLISHMENT FOLLOWED BY A 90 DAY MAINTlENANCE PERIOD. ALL PLANTING SH.ALL BE MAINTAINED (BY CULTlVATING, WEEDING. WATERING. FEEDING, SPRAYING AND PRUNING) FOR90 DAYS AFTER COMPLETION OF PLANT ESTABLISHMENT AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT Lrv'ING OR IN POOR CONDITION AS DETERMENED BY TlHE CITY ENGINEER AFTER 60 DAY PLANT ESTABLISHMENT SKALL BE REPLACED. A FINAL INSPECTION SKALL BE MADE BY THE OWNER OR HIS OR HER REPRESENTAT1VE TO VERIFY THE FOLLOWING: HEAL THY. PES1 FREE PLANT MATER!PsLS, V!Psl3LE WEED FREE GROUND COVERAl<.EAS; STAKING OF TREES, ETC HYDROSEED MIX SHORT HYDROSEED MIX SPECIES AGROSTIS PALLENS CLARKll's BOTT AE PURE LIVE SEED LBS / ACRE 4.0 DESCHAMPS!Ps HOLCIFORMIS ESCHSCHOLZll's CALIFORNICA HOl<DEUMINTEl<CEDENS KOELEl<.IA MACRANTHA LASTHENll's CALIFORNICA LAYll's PLATYGLOSSA LUPINUS NANUS MELICA CALIFOl<.NICA MUHLENBEl<.GIA MICROSPPERMA NASSEL.LA LEPIDA PHACELll's CAMPANULAl<.ll's VULP!Ps MICl<.OSTACHYS hydroseeding slurry: Conwed 100% Wood Fiber AM-120 Mycorrhizal lnoculum Ecology Controls M-Binder 15-15-15 Fertilizer 1.5 3.0 1.5 2.0 3.0 0.5 0.5 1.5 6.0 3.0 3.0 7.5 5.0 35.5 CONTACTS $. S SEEDS FOR HYDROSEED MIXAT 805-684-0436 www.ssseeds.com WEED KILLING SPECIFICATION 2000 60 150 200 1. IF LIVE PERENNIAL WEEDS EXIST WITHIN THE WORK SITE AT BEGINNING OF WORK, THE CONTRACTOR SHALL SPRAY A NON-SELECTIVE SYSTEMIC CONTACT HERBICIDE IN A MANNER AS RECOMMENDED BY THE PRODUCT'S MANUFACTURER SUCH CHEMICAL. SHALL 13E RECOMMENDED BY A LICENSED PEST CONTROL ADVISOR A'"'D BE APPL!&D BY LICENSED APPLICATOR SPRAYED PLANTS SH.ALL REMAJN INTACT FOR AT LEAST FIFTEEN 05) CALENDAR DAYS. 2. .ALL WEEDS Sf-'ALL 13E REMOVED BY EITHER MOWING OR GRUBBING OFF ALL PLANT PAl<TS AT LE-"6T 2 INCHES BELOW THE SOIL'S SURFACE, OVER THE ENTIRE AREA TO BE Fl-Ai'-rrED. · 3. PRE-PLANT WEED CONTROL: AFTER THE COMPLETION OF SOIL PREPARATION AND THE ESTA13LISHMENT OF FIN.AL GRr'-DES PRIOR TO PLANTING. THE CONTRACTOR SHALL IRRIGATE THE PLANTING Al<EAS FOR 2 TO 3 WEEKS OR .AS DIRECTED 13Y THE ENGINEER OR UNTIL ALL WEED SEEDS HAVE GERMINATED. THEN APPLY POST EMERGENT CONTACT WEED KILLER WHEN SUFFICIEl'IT WEEDS HAVE GERMINATED. THE CONTRACTOR SH.ALL THEN ALL0\1/ TWO (2) ADDrTIONAL WEEKS FOR THE WEED KILLER TO DISSIPATE BEFORE STAl<TING ANY PLANTING OPERATIONS. REMOVE RESIDUAL FOLIAGE AND ROOTS. REPE6I_EOI< t".!Jt,!._I!::iR!;E_Q:("J,,g,S.e,t,!)2_ 6;2_t,!!;;"!;S,SAl<Y _. 4. THE CONTRACTOR SHALL ,'""l,AJNTAIN THE srr-e WEED FREE Uts.lTIL CTY ACCEPT A~CE. 1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES: STAKE SHALL CLEAR ROOT BALL BY 2· TREATED W/ COPPER NAPTHANATE. PLACE AT RIGHT ANGLES TO PREVAILING WINDS. f .3. VENTILA,.TED 11<.UNK GUAR.D !,=~:=!,j, _ _.=:•,L IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. v?'.1!!,-lill11-.1!1!!'ii,il!!11 -1-~ If lWICEROOT 13ALLWIDTH I~ 5. 4" HIGH WATERING BERM. _Ill 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER I,'. MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR.TO PLANTING. TREE PLANTING DETAIL NOTE, ALL TREES PLA"JTED WtTHiN FN'E FEET OF HAl"DSC,APE SHALL HAVE A ROOT BARRJER DEVICE' INSTALLED ADJACENT TO HARDSC,APE AREA. ROOT 13A'<RIER SH.ALL 13E BY CE,'JTURY PRODUCTS (CP-12) 714-632-7083. 1!!=1111.:.......m 2X EAU. D"- 1. CROWN. OF PL.ANT TO BE 1' ABOVE FINISH GRADE 2. 4-' HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH 1111-11 --1;• 4. JIJ ]l] jf DO NOT USE BARK CHlPS WHERE PL..,A.N CALLS FOR MULCH COVER FEgTILIZER AND MYC0RR.HIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFll..L PER SPEC. N0iE: UNTANGLE MATTEO ROOTS BY LOOSENING ALL 1<.ooTs AT EDGE OF ROOT BALL WITH WATE:R FROM HOSE. DO NOT CRACK ROOT BALL .. SHRUB PLANTING DETAIL -1-219. o.c. -¥PAC.ING NOTE: ALL MASS PLANTED SHRUBS AND GROUND C.Ov'ER SHALL BE PLANTED AT EGUAL SPAC.ING (TRIANGULAR) UNLESS OTHERY'IISE INDIC.ATED ON PLANS. SEE LEGEND FOR SPACING REGUIREMENTS. MULC.H ALL PLANTING AREAS PER SPEC.. 6ROUND GOVER AND. SHRUB SPACING DATE BY DESCRIPTION REVISIONS ---·------------------------------------ LEGEND 1. SPECIMEN TREE. 36" BOX OR LAi?.GER 2. B!JICK PVC HOSEW!TH vo· BRAIDS) GALVANIZED STEa GUY CABLE, USE GAL VA"JIZED CABLE CLAMPS AND rLJRNBUCK.Lt:., MINIMUM 3 GlJ(S. 3. 1/2"DlA X T LONG \VH!TE'?VCWAAMNG DEVJCE-TO BE INSTAUED IN PUBLICA'<.f.P6. 4. WATER BAS!N-MiN!MUM 4-" DEPfH. MULCH TO 2" DEPTH AND DEEPWAT£RT!<t£ l,"'iMED!ATELY UPON PLAvrlNG. RCl'10VE BASiN AT END OF MA.t,ffEN.ANCEPERJOD. 5. RNISH GRADE, GP.OWN OF TREE MUST NOT BE P':.ANTED BB.OW THIS LEV'"'d.. 6. A'1MENDED-BACKRLL MIX-SEE SPEQAGA.110NS. TAMP AND SETTLE 6ACKF!LL BEFORE FLA.i\fflNG SO TI-IAT TREE POES NOT SINK AFIER PLANTING. OOTTOM ff UNDER TREE SHALL BE \V ASH CD SAND. UREE ROOTWL-MUSTNOiBEROOT B:JUND. LOOSENAWTISHTPACKED ROarS. B. E,~F!Y 3" ClAMETER P"cRFOR-'ITED PVC ~N FlPE FOR .AIR AND WATERING, P1.PCE MiN. 3 PER TREE. 9. FERTIUZ"tJ< TAl3i.ETS -SEE SPEQFlGATIONS 10. t-'ODEL 68 DUCKB!LLEAATHM'CHORWITH vs· BR.AlDED G.ALVANi!:DSTEELCABLE. INSTAU. PER MFG. 5PECIACA110NS. 11. ROOTBALL DEPTH PLUS 8" FORWASHE:D SAND IF BEDROCK I.S ENCOUNTERED :D!G AN AOOITIONA.cL 18". I\VTE: All TREES PLANTED WITHIN FIVE FEET OF HA!<DSCAPE 5H,\ll HAVE A l<OOT BARR:ERDEVICE INSTALLED AD.iPC!:NiTO HAACGCAPEAAEA. , TREE PLANTING DETAIL -------12. 12" (ZJ AUGURED HOLE X 6' DEEP FILL \VITrl W.ASHED SAND. ROOT BARRIER SH.ALL BE 13Y CENTURY PRODUCTS (CP-12) 714-632-7083. 4 1. LANDSCAPE PLANTING MULCH, REFER TO PLANTING SPECIFICATIONS. 2. 1 X 2 X 14" LONG "EPIC PLASTIC" STAKE AT 6 FT. O.C. 3. 1 X 4 "EPIC PLASTICS" -BEND A BOARD LAWN EDGING. 4. 3" MIN. DECOMPOSED GRANITE W/ BINDING AGENT. NOTE: SCREW BEND A BOARD TO STAKE WITH 1 1/4" STAINLESS SCREWS (1WO PER STAKE). DECOMPOSED GRANITE EDGE 2X BALL DIA. 1. C.ROll'IN OF PLANT. .2. 4" Hk&H TEMPORAl'.'T' BASIN. 5. EXISTING &Fl.ADE 4. PI..ANTIN6 TABS (SEE SPEC.SJ 5. BAC.KFIL.I.. MIX (SEE SPEC.SJ 6. Dl6 HOI..E A MIN. OF 1 1 /2 X THE DEl"Ttl OF TtlE Pl-ANT c:;oNTAINER i. COMPACTED BAC.l<Fll..1.. PER SPEC. NOTE, UNTANGLE MATTED ROOTS BY LOOSl=NING ALL ROOTS AT EDGE OF Roorr BALL Y'IITH Y'IATER FROM HOS!=. DO NOT GRACI< ROOT BALL CONTRACTOR S!:fAU.. PROVIDE l=ROSION CONTROL Y'IHEN SPEGIFIE:D. SLOPE PLANTIN6 DETAIL C-3787 APPROVED DATE APP'D: DESIGNED CHECKED DRAWN DATE 5-30-06 . --· .. MESA-BIRCH PARK PL.ANTING SPECS. AND DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-52OO-S SHEETL-15 OF 15 IRWD BOUNDARY PROJECT LOCATION UPPER BAY VIEW PARK, BIRCH STREET NEWPORT BEACH, CALIFORNIA BASIS OF BEARING: VICINITY MAP N.T.S. UNDERGROUND SERVICE ALERT DiAL TOLL. FREE 1-800-227-2600 AT LEAST TWO DAYS BEFO!~E YOU DiC UNDERGROUND SER½CE ALERT OF SOUTHERN CAUFORNtA THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS G.P.S. NO. 6169 AND G.P.S. NO. 6158, BEING N40".37'42"E NOTICE TO CONTRACTOR= PURSUANT TO A$St.MBLY 8!1.L .1019. NO <".XCAVATION PF.:RMff iS VAUD UNlf.SS THF.. FO!..LO\MNG IS Pf.RFORMFD: 1. UNDERGROUND SERV!CE ALERT HAS BEEN CONTACTED AND HAS PROVIDED lNQUiRY l.O, NC, ___ _ 2. "fHE. lJNDERSiG:NfO AGREES 10 CON'TACT AND OtHA!N AND INQUIRY U). NO, FROM UNDERGROUND Sf..RV1CE. ALERT (i-800-422-4-13Jj ATLE.AS'! 2 (1WO) WOfV:KiNC DAYS PRIOR "TO 11-E COMMENCEMENT 0~ EXCAVATlON, S!GNED DATE DESIGNED: AOD DRAWN: SJB CHECKED: AOD IRRIGATION SERVICE I NEWPORT BEACH, CALIFORNIA \ -------- UPPER BAY VIEW PARK EXIST. FH INSTALL 2" IRRIGATION SERVICE I EXIST 6" AC DW ____ , STA 10+82.76 ---- IRWD ASBUILT NO. 01095 / BIRCH STREET SITE PLAN ---- -~ ~\ ·, ) I I /1 ~y WATER CONSTRUCTION NOTES: G) INSTALL 2" COPPER IRRIGATION SERVICE PER IRWD STD W-2 (1 EACH) METER TO BE APPLIED AND PAID FOR SEPARATELY INSTALL 2" RPPD BACKFLOW DEVICE PER IRWO STD W-7 QUANTITIES : EACH 1 EACH STANDARD WATER NOTES 1. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TD THE DISTRICT'S "PROCEDURAL GUIDELINES ANO GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. 2. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. 3. A PRE -CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. 4. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. 5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPOER LOCATION AT NO COST TO THE DISTRICT. 6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, ANO ALL VALVE STEM TOPS HAVING 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-23. 7. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 1 □-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42~INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL FIRE HYDR_ANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTIONS. 9. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 200, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN Tl-IE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. 11. WHERE METERS ANO METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. 13. 14. 15, 16. 17. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES BY USE OF 4" GRINDER. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FDR ALL VALVE LOCATIONS BY USE OF 4" GRINDER. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT INCLUDING CHLORINE ODOR, TO BE ACCEPTABLE. 18. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE. 19. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. 20. 12" BUTTERFLY VALVES WILL BE TESTED WITH THE OPERATOR INSTALLED BEFORE INSTALLATION AND WITNESSED BY IRWD INSPECTOR. IRVINE RANCH WATER DISTRICT APPROVED BY REVIEWED BY 1ooF' ESTI WATER FACILITIES DATE DATE DATE OWNER= CITY OF NEWPORT BEACH MIKE SINACORI 949-644-3342 IRWD CODE ~19 AL DYSON CONSUL TING 76 MONROE 2" IRRIGATION SERVICE MESA BIRCH PARK NEWPORT BEACH, CALIFORNIA IRVINE, CALIFORNIA.92620 949-466-1788 SHEET 1 OF 1