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HomeMy WebLinkAboutP_5207_SPROJECT LOCATION-~ PUBLIC WORKS DEPARTMENT VICINITY MAP SYMBOL • POWER POLE OSCO SANITARY SEWER CLEAN0UT @ SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE C FIRE HYDRANT D WM WATER METER BOX & SERVICE D PB PULL BOX D GM GAS METER ®WV WATER VALVE POWER POLE ANCHOR il MONUMENT -x-x-x-FENCE BL0CKWALL ~ TREE 0 {J SHRUBBERY --=.,,,.,,,--= ASPHALT PAVEMENT :: : : ::: :: : :: :: : : BRICKWALK I: • '·. :i CONCRETE l;:////////d BUILDING - - - -EXISTING CONSTRUCTION - ----PROPERTY LINE NEW CONSTRUCTION ---ff.---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G-- -GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM o--¢ STREET LIGHT --u-SIGN NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENB00K SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERllCAL CURVE BLK BLOCK CATV CABLE TV Cl CAST IRON ff. CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERllCAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER 0G ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE S SEWER sea SEWER CLEAN0UT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE W WEST/WATER W/ WITH BASIS OF BEARINGS: 0 NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II C-3805 APPROVED:_____________________ DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ____________________ _ DATE: ______ _ ACTING CITY ENGINEER R.C.E. NO. 19111 LOCATION MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ADELPHIA DAY (800) 427-2200 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 PLANS PREPARED BY: NIGHT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3717 (714) 542-6222 REVIEWED: APPROVAL RECOMMENDED: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAD, (1991.35 EPOCH). COORDINATES AND BEARINGS ARE BASED ON O.C.S. GPS POINTS llRAK AND FVPK. lt11,..,i•I ''•••-ltesi•111 Landscape Architects and Park Planners BENCHMARK: N/A 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 DAVID J. VOLZ, #2375 MARK HARMON DAVID VOLZ DESIGN GENERAL SER'v1CES DIRECTOR DESIGNED: DRAWN: BCC BCC CHECKED: DATE: DATE: GY 4 12 07 APPROVAL RECOMMENDED: GEORGE MURDOCH ACTING UTILITIES DIRECTOR DATE: APPROVAL RECOMMENDED: NEWPORT SHORES COMMUNITY ASSOCIA Tl0N DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONllRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UllLITIES (e.g. WATER VALVES, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. SCO, SURVEY MONUMENTS, FINISHED GRADE. ALL OTHER 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 1 2 3 4 5 6 7 LANDSCAPE AND IRRIGATION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS COl'..ISTRUCTION CONTRACTOR MUST MAINTAIN ALL TRAFFIC SIGNS IN ERECT POSITIONS AND SET SAME SIGN IN PROPER POSITION AT CLOSE OF THE JOB. 2. PREFORMED EXPANSION JOINTS¼" THICK SHALL BE PLACED IN CONCRETE CURB, GUTTER AND SIDEWALK, AT THE BEGINNING AND END OF ALL CURVES, AT THE TOP OF "X" OF DRIVEWAYS AND WHEELCHAIR RAMPS AND AT UNIFORM INTERVALS NOTTO EXCEED 25 FT. 3. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BYTHE CONTRACTOR, UNLESS OTHERWISE NOTED IN PLANS. 4. THE CONTRACTOR SHALL REMOVE PORTIONS OF EXIS11NG SPRINKLER SYSTEMS, ( IF ANY) , IN CONFLICT WITH THE NEW CONSTRUCTION AND PROVIDE FOR THE IMMEDIATE RESTORATION OF A TEMPORARY SYSTEM, BEFORE FINAL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL RESTORE THE SPRINKLER SYSTEMS TO THEIR ORIGINAL COVERAGE LESS THE NEW PAVED AREAS. 5. THE CONTRACTOR SHALL REMOVE ANY TREE ROOTS WHICH HAVE DAMAGED EXISTING PAVEMENTS AND CURBS AND WHICH MAY POTENTIALLY DAMAGE NEW IMPROVEMENTS. ROOTS WITHIN 12 INCHES FROM PAVEMENT, BOTH HORIZONTALLY AND VERTICALLY, SHALL BE REMOVED PRIOR TO THE COMPACTION OF THE SUBGRADE. WHERE THIS REMOVAL MAY DAMAGE THE TREE'S ROOT SYSTEM, THE EXTENT OF REMOVAL SHALL THEN BE DETERMINED BY THE ENGINEER.SURFACE PLANE AREAS AND LOCATIONS ARE SUBJECT TO ADJUSTMENT TO MAXIMIZE REMOVAL OF DETERIORATED A.C. PAVEMENT. 6. THE CONTRACTOR SHALL OBTAIN FROM THE RESPECTIVE OWNERS THE EXACT LOCATION OF THESE UTILITIES PRIOR TO ANY EXCAVATION WORK. LOCATION OF UTILITIES WITHIN THE PROJECT ARE ON FILE IN THE CITY ENGINEER'S OFFICE FOR REFERENCE. THE CONTRACTOR SHALL ALSO NOTE THAT FIELD MARKINGS MADE BY VARIOUS UTILITIES USING UNDERGROUND SERVICE ALERT ( US/>l SHALL BE CONSIDERED AS IDENTIFIED UTILITIES EVEN WHEN THEY ARE NOT SHOWN ON PLANS. 7. CONTRACTOR SHALL NOTIFY RESIDENTIAL PROPERTY OWNERS 72 HOURS AND BUSINESS ESTABLISHMENTS 96 HOURS PRIOR TO ANY CLOSURE OF THEIR EXISTING DRIVEWAYS. 8. ALL NEW SIDEWALKS SHALL HAVE WEAKENED PLANE JOINTS ORSCORELINES THAT MATCH EXISTING ADJACENT SIDEWALKS. IN LOCATIONS WHERE THERE ARE NO SIDEWALKS 9. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, BUILDINGS, OR OTHER AMENITIES, DUE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S EMPLOYEES AND/OR CONTRACTORS SUBCONTRACTORS. 10. CONSTRUCTION AND INSTALJ.ATION OF ALL ITEMS WITHIN THESE DOCUMENTS SHALL REQUIRE CLOSE COORDINATION BETWEEN TRADES INVOLVED IN UNDERGROUND AND UTILITY INSTALLATION, AND TREE LOCATION. THE CONTRACTOR'S WORK FORCE SHALL CONSIST OF PERSONS SKILLED IN THEIR TRADE COVERED BY THIS SCOPE OF WORK. APPRENTICES AND/OR UNSKILLED LABORERS SHALL BE UNDER THE DIRECT SUPERVISION OF SKILLED TRADESMEN AT ALL TIMES. REFER TO SPECIFICATIONS. 11. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. All RUBBLE, TRASH, DEBRIS OR UNWANTED MATERIALS RES UL TING FROM DEMOLITION OR CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL AND LAWFUL MANNER TO AN APPROVED DISPOSAL SITE. IF DEBRJS REMAINS ON SITE FOR MORE THAN 12 HOURS, UNLESS PRE-APPROVED BY THE CITY, SUCH DEBRIS SHALL BE REMOVED BV THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR 12. THE CONTRACTOR SHALL COORDINATE AND VERJFY ALL IN-RELD LAYOUT, DIMENSIONING OF WORK, GRADES AND ELEVATIONS, AND WORK SCHEDULES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. ANY DISCREPANCIES IN THESE DOCUMENTS SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL NOT WILLFULLY IMPLEMENT ANY WORK DESCRIBED IN THESE DOCUMENTS WHICH IS OBVIOUSLY IN ERROR, INTERFERES WITH EXISTING SITE FEATURES, OR CAUSES PROJECT COMPLICATION OR HARM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SCALE OF THE DRAWING. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL PROPERTY Ur.JES, LOT LINES, AND EASEMENTS PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION 13. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AND AGENCY INSPECTIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY PERMITS, FEES, AND AGENCY INSPECTIONS REQUIRED SHALL BE PAID BY THE CONTRACTOR. IN THE EVENT THAT THE CITY HAS OBTAINED PERMITS, LICENSES OR OTHER AUTHORIZATIONS APPLICABLE TO THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF SAID PERMIT, LICENSES AND OTHER AIJTHORJZATIONS APPLICABLE TO THE WORK THE CONTRACTOR SHALL GIVE ALL NOTICES NECESSARY AND INCIDENT TO THE DUE AND LAWFUL PROSECUTION OF THE WORK FOR THIS PROJECT. THE CONTRACTOR SHALL ALSO ACQUIRE ALL NECESSARY RIGHT-OF-WAY ENCROACHMENT PERMITS REQUIRED FOR TRAFFIC CONTROL AND LANE CLOSURES FROM THE CITY OF GLENDALE. ENCROACHMENT PERMIT SHAil BE OBTAINED BYTHE CONTRACTOR IN SUFFICIENT TIME TO PREVENT DELAYS TO THE WORK NECESSARY TO COMPLETE THIS PROJECT. THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE AND IS FAMILIAR WITH AND HAS PROVIDED FOR THE CONDITIONS THAT EXIST HEREIN AND THAT HE HAS CHECKED WITH THE APPROPRIATE GOVERNING AGENCIES AND HAS MADE PROVISIONS FOR ANY AND ALL REQUIREMENTS OF THOSE AGENCIES 14. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY. CONTRACTOR IS LIABLE FOR ALL DAMAGE OR INJURY CAUSED BY ANY WORK OR STORAGE OF MATERIALS ON THE SITE. 15. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN OUT AND MAINTAIN THE EXISTING AND PROPOSED DRAINAGE SYSTEM DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL li'NES11GATE THE LOCATION OF THE EXISTING STORM DRAINS SO THAT CONFLICTS WITH PAVEMENT, LIGHT PEDISTAL FOOTINGS, AND PROPOSED TREES DO NOT OCCUR IN THE CASE THAT CONFLICTS DO OCCUR THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO MAKE FIELD ADJUSTMENTS SO THAT CONFLICTS ARE RESOLVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UNDERGROUND SERV1CE ALERT OF SOUTHERN CALIFORNIA A MINIMUM OF 2WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION 17. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AS REQUESTED BY THE CITY. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ADHERE TO THE SCHEDULE AS INCORPORATED INTO THE CITY ENGINEER'S ( OR HIS REPRESENTATIVE'S) MASTER SCHEDULE. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SEQUENCE UNLESS NOTIFIED IN WRITING BY THE CITY ENGINEER. 1& THE CONTRACTOR SHALL COORDINATE ALL FIELD OBSERVATIONS WITH THE ENGINEER AND GIVE NOTIFICATION AT LEAST 48 HOURS (TWO WORKING DAY~ IN ADVANCE OF ALL FIELD OBSERVATIONS. IF THE CONTRACTOR CALLS FOR AFIELD OBSERVATION FOR WHICH HE IS NOT PREPARED. HE SHALL BE RESPONSIBLE FOR REIMBURSING THE ENGINEER AT THE CURRENT HOURLY BILLING RATE, PWS ANY TRANSPORTATION COST AND/OR REPRODUCTIONS. SHEET INDEX llTLE SHEET DEMOLITION PLAN CONSTRUCTION PLAN IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE Cl'v1L ENGINEER TITLE SHEET NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S DATE: SHEET 1 OF 7 ---x------1 ,,...-------LJTI LITY SH ED BLOCK WALL 0 GENERAL DEMOLITION NOTES A. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AND AGENCY INSPECTIONS PRIOR TO DEMOLITION. ANY PERMITS, FEES, AND AGENCY INSPECTIONS REQUIRED SHALL BE PAID BY Tl-IE CONTRACTOR. B. ALL ITEMS TO BE REMOVED SHALL BE VERIFIED BY THE CITY REPRESENTATIVE PRIOR TO DEMOLITION. THE CONTRACTOR SHALL MEET WITH THE CITY REPRESENTATIVE PRIOR TO CLEARING AND GRUBBING. C. ALL ITEMS TO BE REMOVED SHALL BY MARKED BY THE CONTRACTOR PRIOR TO INSPECTION. D. ALL DEMOLITION UNLESS SHOWN AS SALVAGE AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DELIVERED TO A LEGAL DUMP SITE. REFER TO SPECIFICATIONS. E. DUST SHALL BE CONTROLLED BY WATERING. F. ALL EXISTING UTILITY STRUCTURES ON SITE SHALL BE PROTECTED AND FUNCTIONAL DURING DEMOLITION AND THROUGH THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THESE STRUCTURES, OR DAMAGE CAUSE TO ADJACENT PROPERTIES DUE TO THE OBSTRUCTION OF THESE STRUCTURES. G. THE CONTRACTOR SHALL INSTALL A MIN. 6' HIGH CONSTRUCTION FENCE. THE COST OF THIS FENCE SHALL BE INCLUDED IN THE MOBILIZATION COST. H. SEE GENERAL NOTES ON COVER SHEET. KEY DESCRIPTION DESIGNATED LIMITS OF DEMOLITION. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PLANT MATERIAL UNLESS OTHERWISE NOTED ON PLAN. REFER TO SPECIFICATIONS. ~--REMOVE CONCRETE AT EXISTING SCORE LINES 0 WATER SERVICE STUB (PROTECT IN PLACE) 0 ~ 0 j Scala: 1/4" = 1'-0" 0 1' 2' 3' 4' 8' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ,---REMOVE ALL VEGETATION FROM FENCE PLANS PREPARED BY: lt11,"'i•I ''•••-ltet1i•111 Landscape Architects and Park Planners 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 EXISTING STORM DRAIN--~ (PROTECT IN PLACE) RE"1EWEO: DA"1D J. VOLZ, #2375 DA\.4D VOLZ DESIGN DESIGNED: DRAWN: bee bee EXISTING UTILITIES TO REMAIN - & 11-13-07 RE"1SED CONCRETE WALKWAY - APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE Cl"1L ENGINEER CHECKED: -+-----+---+----+-------------------------IQATE: DATE: GY 4 12 07 NO. DATE DESCRIPTION OF RE"1SIONS ------- EXISTING POWER POLE TO REMAIN - DEMOLITION PLAN NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S SHEET 2 OF 7 ,,,--------LJTI LITY SH ED G) NOTE LEGEND 0 2 1 NOT USED 0 90% COMPACTED SUBGRADE OR AS SPECIFIED IN THE GEOTECHNICAL SOIL REPORT. 0) 0 0 0 SELF-LEVELING CONTROL JOINT SEALER/ADHESIVE. HAND OR TOOL WORK SEALER WILL NOT BE ACCEPTABLE. SPEED DOWEL #3 STEEL DOWEL, 18" LONG AT 18" O.C. BY GREEN STREAK. (BOO) 325-9504 1/2" x 3" POLYFELT EXPANSION JOINT MATERIAL. REMOVE THE TOP½" AFTER CONCRETE HAS SET SET UP AND SEAL w/SELF-LEVELING EXPANSION JOINT SEALER. REFER TO THE CONSTRUCTION LAYOUT & DIMENSION PLANS FOR THE CONCRETE PAVING COLOR AND FINISH. ALL CONCRETE FLATWORK SHALL NOT EXCEED A (5%) SLOPE IN THE DIRECTION OF TRAVEL OR A (2%) CROSS SLOPE UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE. R=1/2" • TYP. (1 ") IN TURF AREAS 3" 6" 4 ~ I. (2") IN SHRUB AREAS • ' 1111 ,1111 ,11 • ._, 8" I 1 ~1 1 -m-i 1==311 1 1:==:=r -:II' B" '-.11 -_ • SECTION LEGEND 0 2 #3 REBAR, CONTINUOUS 2 0 90% COMPACTED SUBGRADE OR AS SPECIFIED IN THE GEOTECHNICAL SOIL REPORT. SECTION NOTE LEGEND 0 NOTUSED 0 90% COMPACTED SUBGRADE OR AS SPECIFIED IN THE GEOTECHNICAL SOIL REPORT 0) HAND TROWL CONTROL JOINT. 0 DEPTH OF JOINT TO EQUAL (25%) OF SLAB WIDTH. 0 #3 REBAR@ 18" O.C. BOTH DIRECTIONS. (CENTER REBAR IN SLAB)\ ~ REFER TO THE CONSTRUCTION LAYOUT & DIMENSION PLANS FOR '-.':..J THE CONCRETE PAVING COLOR & FINISH. CONCRETE WALKWAY SHALL NOT EXCEED A (5%) SLOPE IN THE DIRECTION OF TRAVEL OR A (2%) CROSS SLOPE UNLESS SPECIFICALLY APPROVED BY THE CITY REPRESENTATIVE. C EXPANSION JOINT B THICKENED CONCRETE EDGE A CONCRETE WALKWAY SCALE: 1"=1'-0' BLOCK WALL 0 0 0 0 ~ 0 □ EXPANSION JOIN1----... TYP. D MOUND (18" MAX.) 3" IMPORTED TOP SOIL EXISTING GRADE EXISTING SOIL TYPICAL SOIL PLACEMENT NOTE: 1. SEE COVER SHEET FOR GENERAL NOTES. 2. EXACT LOCATION OF ALL EXPANSION JOINTS AND SCORE LINE LEGEND 0 GRADE NATIVE SOIL TO 3" BELOW EXISTING GRADE AND CREATE MOUNDS (18" MAX.) WITH DISPLACED NAVTIVE SOIL. 0 PLACE 3" OF IMPORTED TOP SOIL OVER ALL BASE MATERIAL. SCALE: NTS TO BE APPROVED BY CITY ENGINEER. ALL SCORING PER DETAIL 'A'. ALL EXPANSION JOINTS PER DETAIL 'C', 3. IMPORT TYPE 'A' TOP SOIL AS PER SPECIFICATIONS AND SPREAD PER DETAIL D, THIS SHEET. _ __, 3 a:, I I'-- ------------1D1----X-----1 v~~-~ ,qe__J__---=======~-'° EXPANSION JOI NT PA ~ ,..>, \ tl\ 9> 0 I TYP. C) PA 0 I ""'" 0 I - SCORELIN._E ____ ---f--~ TYP. -""'" ..... LO I co \ PA SCALE: 1"=1'-0" CONSTRUCT/ON SCHEDULE KEY DESCRIPTION 0 CONTRUCT 4' WIDE CONCRETE WALIWIAY. © BENCH TO BE SUPPLIED BY CITY. © TRASH RECEPTACLE. 0 DOG WASTE BAG DISPENSER TO BE ATTACHED TO EXISTll'IG SIGN. 0 RECONSTRUCT CONCRETE SIDEWALK PER Cl'IB STD-180-L PA I I PLAN Tl NG AREA GRADE TO DRAll'I / / PA / SCORE LINE TYP. \ '---- --------------......____ \ --...___ --------- --...___ ......____ ---- 12" MOUNDING --- ------ ----- ---- 18" MOUNDING - ----------- -- SCALE: NTS \ \ ~---12 l'--1 -CX) ..... ~ ,<;, ~ \ ' ,, ~~ \ - \ = ..... - \ \ I \ -N N I - C") _, = I ..... I CX) ..... -/ LO ..... / --------------- j Scale: 1/4" = 1'-0" I 3'-1" l\\~=:r==:::::r===r:====1==:z=:==c::::=::Jc:==:r===:r=t=::I=====r:==:::::r:==:::I::==F==I:::==::c:==:::::r:==:::I::~:::::I:::==I:::==::c:==:i=~:z=:==dbc=:==i==:::::::::I==~~ 0 1' 2' 3' 4' 8' 1------¥\....-----15'-0" -------i-------15'-0" -------i-------15'-0" -------1-------15'-0" ------,-----11 '-6" -------6'-0" -- RECORD DRAWINGS THESE RECORD DRAWll'IGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIOl'IS WHICH MAY HAVE BEEN ll'ICORPORATED ll'ITO THESE PLANS AS A RESULT. PLANS PREPARED BY: lt11,,itl ''••I-ltet1it111 Landscape Architects and Park Planners 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 REVIEWED: DAVID J. VOLZ, #2375 DAVID VOLZ DESIGN APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE CIVIL ENGINEER DESIGNED: bee DRAWN: bee & 11-13-07 REVISED CONCRETE WAU<.WAY r:".".=c-:::::-----=-~'::"".":=--....;;.;,_._-+----+-----------------------1 DATE: CHECKED: GY DATE: 4 12 07 NO. DATE DESCRIPTION OF REVISIONS ------- CONSTRUCTION PLAN NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S SHEET 3 OF 7 ,,,-------LJTI LITY SHED EXISTING ELECTRICAL SERVICE (SEE NOTE ON TijlS PAGE) ELECTRICAL P.O.C. IRRIGATION LEGEND /RR/GA T/ON NOTES: SYMBOL F, H, Q, VAN {Z$ ~ ~ . .; -!} t ,e, ,, y t * ... ~ t ~ 't' V ..., ,.. ♦ 'v ~ ... ~ ~ ~ & ----- ws MANUFACTURER DESCRIPTION 1812 RAINBIRD 22 SERIES SHRUB 12" POP-UP SPRAY 1812 RAINBIRD 15 SERIES SHRUB 12" POP-UP SPRAY 1812 RAINBIRD 12 SERIES SHRUB 12" POP-UP SPRAY 1812 RAINBIRD 10 SERIES SHRUB 12" POP-UP SPRAY 1812 RAINBIRD 8 SERIES SHRUB 12" POP-UP SPRAY 1812 RAINBIRD 5 SERIES SHRUB 12" POP-UP SPRAY LANDSCAPE IRRIGATION WATER METER-(EXISTING) AUTOMATIC VALVE -RAINBIRD PESB, SIZE PER PLAN BACK FLOW PREVENTER -(EXISTINIG) PATTERN RADIUS F,H,Q 20' F,H,Q,VAN 15' F,H,Q,VAN 12' F,H,Q,VAN 10' F,H,Q,VAN 8' F,H,Q,VAN 5' GPM PSI 3.22, 1.61, .81 30 3.70, 1.85,.92, .92-3.70 30 2.60, .1.30, .65, .65-2.60 30 1.58, .79, .39, .39-1.58 30 1.05, .52, .26, .26-1.05 30 .41, .20, .10, .10-.41 30 1. FIELD CHECK EXISTING STA TIC PRESSURE AT THE POINT OF WATER SERVICE CONNECTION PRIOR TO THE START OF /RR/GA TION SYSTEM WORK DO NOT PROCEED WITH WORK IF EXISTING STA TIC PRESSURE VARIES FROM THE DESIGNED MINIMUM OPERATING PRESSURE SHOWN ON THE PLANS BY MORE THAN 10%. 2. /RR/GA TION PLANS ARE SHOWN SCHEMATICALLY ONLY. THE LOCATION OF ALL ITEMS OF WORK REQUIRES PRIOR AGENCY APPROVAL. COORDINATE, WITH THE CITY REPRESENTATIVE, THE FINAL LOCATION OF /RR/GA TION CONTROLLER PRIOR TO INSTALLATION. 3. /NSTALL MATERIALS, PARTS, AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, EXCEPT WHERE MORE STRICT REQUIREMENTS, AS DETERMINED SOLELY BY THE CITY REPRESENTATIVE, ARE SHOWN OR INDICATED. BRING ALL CONFLICTS TO THE A TTENT/ON OF THE CITY REPRESENTATIVE FOR RESOLUTION. 5. DO NOT USE TEFLON TAPE ON THREADED PVC CONNECTIONS UNLESS OTHERWISE APPROVED BY THE CITY REPRESENTATIVE. IRRIGATION CONTROLLER-RAINBIRD ESP-12LX+ TO MATCH PHASE I (SEE NOTE 4) PRESSURE MAINLINE -SCHEDULE 40 -MINIMUM 24" BURY LATERAL LINE-PVC SCHEDULE 40 -MINIMUM 12" BURY SLEEVE -PVC SCHEDULE 40 -MINIMUM 36" BURY WIRE SLEEVE NOTE: 1. PLACE ALL VALVES IN GREEN PLASTIC VALVE BOXES BY CARSON BROOKS. RECLAIMED QUICK COUPLERS SHALL BE PLACED IN PURPLE ROUND VALVE BOXES. 2. PROVIDE 2 SETS OF COLOR CODED SCHEMATICS INCASED IN "HEAVY GAUGE" NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PREFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED I.D. # ---------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ~JON. DATE BLOCK WALL P.0.C. ELECTRICAL WIRING CLEAR PLASTIC FOR IRRIGATION. 3. CONTRACTOR SHALL CONTACT ASSOCIATION ELECTRICIAN DANNY KOPP (949) 631-7779 FOR CONNECTIONS TO EXISTING SERVICE. 0 Scale: 114" = 1'-0" w TOACCOMODATE ---re__,,~ E, CONTROL POINT OF CONNECTION CONTROLLER STATION VALVE SIZE GALLONS PER MINUTE ...---CAP EXISTING LATTERAL LINE IN THIS AREA AS DIRECTED BY CITY CORE DRILL HOLES TO ACCOMODATE SLEEVES FOR MAINLINE, CONTROL WIRES, AND LATERALS ..r--tt-_X---□r---X--_, 3/4" 4. CONTROLLER SHALL BE WALL MOUNTED ON UTILITY SHED WITH STAINLESS STEEL FASTNERS. V D 1' 2' 3' 4' 8' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. PLANS PREPARED BY: lt11,"'i•I ''•••-ltet1i•111 Landscape Architects and Park Planners 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 RE"1EWEO: DA\.1D J. VOLZ, #2375 DA\.4D VOLZ DESIGN DESIGNED: DRAWN: bee bee V I\ --- V & 11-13-07 RE"1SED CONCRETE WALKWAY \ \ \ - 3/4" V APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE CIVIL ENGINEER \ Phone 714 593-3300 CHECKED: -+-----+---+----+-------------------------IQATE: DATE: GY 4 12 07 NO. DATE DESCRIPTION OF REVISIONS ------- 3/4" 3/4" IRRIGATION PLAN NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S SHEET 4 OF 7 D E NOTE: HEAT BRAND LID 1" LETTERS ~-PLASTIC VALVE BOX 90% CLEAN BACKFILL AS REQUIREn-----~ REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. BALL VALVE FINISHED GRADE 7 12" RECT. W/ LOCKABLE LID COLOR: GREEN IN LAWN TAN IN SHRUB AREAS PAVING CLEAN GRANITE SAND UNDISTURBED SOl~---- MAINLINE AND----_.;f-tt;;;+#~'7";n-"M77'½'½1/J CONTROL WIRES IN SCH 40 SLEEVES LATERAL LINES IN SCH 40 SLEEVE NOTES: IN ROCKY SOILS INSTALL PIPING IN SAND BED PVC LATERAL-ANGLE TO SPECIFIED DEPTH WITH 45 DEGREE ELLS. 6" FEMALE ADAPTER-~ 24" WIRE LOOP SCH BO PVC NIPPLE (TYP.) _ _, 3/4" CRUSHED GRAVEL---~ 12" DEEP LANDSCAPE FABRIC -------~ SCH BO PVC UNION---------~ BRICK SUPPORTS-----------~ (4 REQ'D) MAINLINE ------------------~ SLEEVE INSTALLATION C REMOTE CONTROL VALVE ~-----LOW VOLTAGE WIRES ~--OUTER CASE OF CONNECTOR TWIST WIRES FOR PROPER CONNECTIO CRIMP SLEEVE INSTALLED-------' WITH RECOMMENDED TOOL CONNECTOR INSERT -------------' FILL OUTER CASE WITH SEALIER PRIOR TO FINAL ASSEMBLY WIRE CONNECTORS GENERAL IRRIGATION NOTES STATIC PRESSURE MINIMUM STATIC PRESSURE SHALL BE 60 PSI AT THE METER. WATER METER IS EXISTING. CONTRACTOR SHALL VERIFY PRESSURE READING PRIOR TO STARTING WORK AND REPORT TO CITY REPRESENTATIVE IF PRESSURE IS BELOW 55 PSI. IF PRESSURE EXCEEDS 100 PSI CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A LINE SIZE WILKENS 500 SERIES PRESSURE REDUCING VALVE. IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. THE CONTRACTOR SHALL LOCATE ALL VALVES, LATERAL LINE AND MAINLINE IN PLANTING AREAS. SLEEVING SLEEVES SHALL BE PLACED UNDER ALL DRIVEWAYS AND WALKS WHERE SCH. 40, MINIMUM BURY 24" DEEP. MINIMUM DISTANCE PAST EDGE OF DRIVEWAY OR CONCRETE WALK SHALL BE 24". WATER AND WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. PRESSURE COMPENSATING SCREEN CONTRACTOR SHALL INSTALL ONE (1) RAINBIRD PRESSURE COMPENSATING SCREEN PER HEAD IN ALL IRRIGATION INSTALLATIONS. USE OF THE SCREENS WILL AID IN RADIUS REDUCTION, OVERSPRAY CONDITIONS AND FOGGING IN ALL PRESSURE SITUATIONS. RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. PLANS PREPARED BY: lt11,"'i•I ''•••-ltet1i•111 Landscape Architects and Park Planners 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 NOTES: CLEAN COMPACTED-----------~ BACKFILL ~II \1 I I II UNDISTURBED SOIL:----11 :111 MAINLINE AND CONTROL WIRES 1. TAPE CONTROL WIRES EVERY 1 O' 2. IN ROCKY SOILS INSTALL PIPING IN SAND BED 3. 24' DEPTH REQUIRED FOR ALL DOMESTIC MAINLINES B PIPE INSTALLATION REVIEWED: DAVID J. VOLZ, #2375 DA\.4D VOLZ DESIGN -Ill 24" -Ill 111 DESIGNED: DRAWN: & bee bee 11-13-07 REVISED CONCRETE WALKWAY A -.----------POP-UP SPRINKLER HEAD SEE LEGEND FOR SPECIFICATION ,-------FINISHED GRADE TOP 1 1 ,2• W/ F.G. IN TURF AREAS TOP 1/2 ABOVE F.G. IN SHRUB AREAS ~-SCH. BO NIPPLE, LENGTH AS REQUIRED ~-1 MARLEX STREET ELL AND 1 PVC THREADED ELL (90) ~-SCH. BO NIPPLE {6" MINIMUM) ~-MARLEX STREET ELL OUT OF LATERAL LINE FITTING ~-LATERAL LINE, DEPTH AS SPECIFIED IN LEGEND POP-UP SPRINKLER APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE CIVIL ENGINEER HEAD TO BE INSTALLED: 2" FROM ALL CURBING 4" FROM ALL WALKWAYS 12" FROM ALL BUIUDINGS AND WALLS SWING JOINT ASSEMBLY TO BE SIZED PER SPRINKLER INLET SIZE IRRIGATION DETAILS NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 P-5207-S CHECKED: ---1------t-----1----+------------------------IDATE: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 7 GY 4 12 07 NO. DATE DESCRIPTION OF REVISIONS ------- ( 0 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS 0 MAGNOLIA 'LITTLE GEM' DWARF MAGNOLIA 3 24" LOW BRANCH BOX UTILITY SHED MAYTENUS BOARIA MAYTEN TREE 3 36" STANDARD TREE BOX * ARCHONTOPHOENIX CUNNIGHAMIANA KING PALM 1 24" MULTI TRUNK TO MATCH EXISTING SHRUBS SYMBOL 0 0 ~\\\Ill~ 0 ::::. ?' ~ / ~~ ,,f, "" 411111 \\~~ ~ 0 0 J1' Scale: 1/4" = 1'-0" 0 z • 0 1' 2' 3' 4' B' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. BOX BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS CHONDROPETALUM TECTORUM CHONDROPETALUM 14 5GAL ESCALLONIA 'NEWPORT DWARF' ESCALLONIA 49 5GAL PENNISETUM 'RUBRUM COMPACTA' DWARF RED FOUNTAIN 11 1 GAL GRASS PHOENIX ROEBELENII PYGMY DATE PALM 25 15 GAL MULTI TRUNK PHILODENDRON BIPINNATIFIDUM SPLIT LEAF 15 5 GAL PHILODENDRON PRUNUS 'BRIGHT 'N TIGHT' CARLON IA CHERRY 20 15 GAL HEDGE 0 ■ ■ ■ ■ ■ PLANS PREPARED BY: lt11,"'i•I ''•••-ltet1i•111 Landscape Architects and Park Planners 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 ■ GROUNDCOVERS & VINES SYMBOL BOTANICAL NAME ~~ BERGENIA CRASSIFOLIA P7Z1 DYMONDIA MARGARETAE 0 GERANIUM SANGUINEUM R9W TRACHELOSPERMUM JASMINIOIDES ■ ■ ■ REVIEWED: DAVID J. VOLZ, #2375 DA\.4D VOLZ DESIGN DESIGNED: DRAWN: & bee bee 11-13-07 REVISED CONCRETE WALKWAY COMMON NAME WINTER BLOOMING BERGENIA SILVER CARPET CRANESBILL GERANIUM STAR JASMINE ■ QTY. SIZE REMARKS 306 1 GAL PLANT 12" 0.C. 4257 LINER PLANT 4" 0.C. 16 1 GAL 35 1 GAL PLANT 18" 0.C. 0 ■ ■ APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE CIVIL ENGINEER CHECKED: -+-----+---+----+-------------------------IQATE: DATE: GY 4 12 07 NO. DATE DESCRIPTION OF REVISIONS ------- ■ - • ■ PLANTING PLAN NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S SHEET 6 OF 7 G 0 0 0 LEGEND ~ ~~----(4 + ♦ + + + + ♦ + + + + ♦ + + + + ♦ ~ + + + + + + + + + + + + + + + + • ♦ + + + • ♦ + + + • ♦ + + + • ~ddddddddddddddddd EDGE OF SIDEWALK, CURB, PAVING OR WALL. • • • • ~TYPICAL • • • • PLANT MA 7f:RIAL 2 INCH DEEP MULCH FINISH GRADE PREPARED BACKFILL (SEE SPEC/FICA TIONS FOR TYPE AND DEPTH) N07f:: LOCA 7[ PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOW'/. REFER TO THE PLANT LEGEND FOR DISTANCE (D). G 0 0 0 © © 0 © © , LEGEND < 2 X DIAl/£IDI CF ROOTBAll. 1, 5, OR 15 GALLON SHRUB 1 2 INCH LA YER OF MULCH -TAPER MULCH AT BASE OF PLANT. J INCH WA 7f:R BASIN FINISH GRADE AM£NDED SOIL FOR PLANTING -REFER TO SOILS REPORT PLANT PIT EXCAVATION -SEE DETAJL A, THIS SHEET. PLANTING TABLETS -SEE SPEC/FICA TION FOR QIJANTITIY PER SHRUB ROOT-BALL NATIVE SOIL N07f:: ATTACH GUYS TO MAJOR 7RUNKS ONLY. --3 LEGEND G (J) ¾ INCH BLACK RUBBER HOSE 0 (1) 2x6 INCH LONG GALVANIZED S7f:EL 7URNBUCKLE 0 %2 INCH BRAIDED CABLE 'MTH ½ INCH X J FOOT LONG PVC 7UBING 0 (J) DUCKBILL EARTH ANCHORS MANUFAC7URED BY \I.I. T. PRODUCTS (619) 673-1760 © ROOTBALL -- PLAN A f • ■ •••••••••••• • ■ •••••••••••• <( • ■ ■ ■ ■ ■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ ■ ■ ■ ■ ■ ■ PLAN VIEW A (DIAMETER) ............ ••••••••••• PLAN VIEW CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX 0 0 0 A B WIDTH DEPTH 12" 12" 26" 22" 36" 24" 48" 28" 54" 33" 66" 44" 84" 60" LEGEND BOX TREES: PLANT PIT SHALL BE SQUARE AND DIMENSIONED AS IND/CA TED IN CHART. CONTAINER PLANTS: PLANT Pl T SHALL BE ROUND AND DIMENSIONED AS IND/CA 7[0 IN CHART. ROOTBALL D I TRIANGULAR SPACING DETAIL NOT TO SCALE Cl SHRUB PLANTING NOT TO SCALE B I TREE GUYING (36" BOX AND LARGER) NOT TO SCALE A I PLANT PIT DIMENSIONS NOT TO SCALE PLANTING NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE SPECIFICATIONS, AGENCY STANDARDS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" LATEST EDITION AND ALL APPLICABLE GUIDELINES AND STANDARDS HAVING JURISDICTION OVER WORK. 2. NOTIFY ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY ENGINEER IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 4. REPORT DISCREPENCIES IN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ENGINEER. CORRECTED DRAWINGS OF INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPENCIES. 5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY ENGINEER IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUCTION WITH DAMAGED UTILITIES. 6. ALL EXISTING LANDSCAPED AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER. 7. FINAL LOCATION OF PLANT MATERIAL WILL BE SUBJECT TO APPROVAL BY ENGINEER PRIOR TO EXCAVATION AND INSTALLATION. 8. FINISHED GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. FINISH GRADE WILL BE MINIMUM 1 INCH BELOW FINISHED HARDSCAPE IN LAWN AREAS AND MINIMUM 2 INCHES BELOW FOR PLANTING AREAS. DRAIN AWAY FROM WALLS. INSURE SMOOTH TRANSITION FROM EXISTING TO NEW GRADE. 9. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 10. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO ENGINEER MIN. 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. ENGINEER MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS WHEN PREVIOUSLY REVIEWED BY THE ENGINEER. RECORD DRAWINGS 11. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. 12. PLANTING QUANTITIES ARE GIVEN FOR CONVENIECE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 13. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING. 14. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. 15. PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND LARGER. REFER TO SPECIFICATIONS. 16. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. 17. ALL "NON-TURF" PLANTING AREAS SHALL RECEIVE (2 INCH) LAYER OF WOOD MULCH. SUBMIT SAMPLES OF WOODEN MULCH FOR ENGINEER APPROVAL. REFER TO SPECIFICATIONS. 18. DURING THE LENGTH OF THE MAINTENANCE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABIL TY. 19. NO SHRUB SHALL BE PLANTED WITHIN 24" OF A IRRIGATION HEAD. 20. SOIL CONDITION: THE CONTRACTOR SHALL BE RESPOSIBLE TO PROVIDE AN AGRICULTURAL SUITABILITY TEST. THE RESULT OF THE TEST WILL DICTATE THE TYPE AMOUNT OF AMENDMENTS AND THE METHOD OF INCORPORATION IN THE PLANTING AREA. PLANS PREPARED BY: lt11,"i•I ''•••-ltet1i•111 Landscape Architects and Park Planners THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THE INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 17050 Bushard Street, Suite 300 Fountain Valley, California 92708 e-mail drawings@dvolzdesign.com Fax 714 593-3330 Phone 714 593-3300 RE"1EWED: DA"1D J. VOLZ, #2375 DA\.4D VOLZ DESIGN DESIGNED: DRAWN: bee bee & 11-13-07 RE"1SED CONCRETE WAf.KWAY APPROVAL RECOMMENDED: ANDY TRAN, RCE 63670 ASSOCIATE Cl"1L ENGINEER CHECKED: -+------t---+----+------------------------IDATE: DATE: GY 4 12 07 NO. DATE DESCRIPTION OF RE"1SIONS ------- PLANTING DETAILS NEWPORT SHORES STREET END IMPROVEMENTS -PHASE II CANAL STREET C-3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5207-S SHEET 7 OF 7 CLUB HOUSE I NEW BYPASS VALVE VAULT 62nd ST PUMP STATION REMOVE EXISTING POWER POLE & OVERHEAD LINE '"-, REMOVE EXISTING ~ CONTROL PANEL ·X ----O-x---D------x--O-x--······--0-->;-·--C <; o f-----------¥------1 .. ~ oc PARK NG I LOS 62ND ST PUMP STATION -SITE IMPROVEMENT PLAN SCALE: 1''=10' -0" APPROVID t---+---+---------t-------1 umunES [NGINUR DATE DESIGNED DRAWN DY CS CMECKEO MTE MR FEB 03 62ND ST PUMP STATION SITE IMPROVEMENT PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMO<EfE"\ } EXS \ .---,~---,,-..,.-,--....: \ \ 0.JRBATPL '---- '---- EX.ISTlt..JG MEl..AlEUCA TREES TO Rt::.7'1,6,11-1 - EXISTIMG PALM TRee:s ro Rl;Mll,11,1 RE;t-VVE (;Xl'3l"MC B~CJ::5 ,..\NDRi;Pl..../'Ct; \\11TH LPND'.3C..AA..JG REMQ\/e EXISTl•IG LPND5CAPE .AND l-1f:J-"1..AC,E CANAL STREET EXtSTI-IG A...ANlER W.AJ.L -----c __ i ___ ----. --~-.-. ----. EXISTING WALK l:'.X.19ilNG F"ENC€ I=,====;~==,- l;X!SlNGPPL.M l~E510KEMAJIJ ~ 1,..AJ,1D:3CAA; OCRM ). L I ,I ~-"' . · TENNIS COURT :i .,_ ; CANAL STREET ~SllNCPALM DiEE:~ TO Ra-tA!M 0 D 10 CLUBHOUSE " .., 1, .., < - f;Xl311MG icE;A .. ,ANT TO BE R(;MO\IED ___ .,,.- NORTH GG"1.e-. 1·-,er-er 90 4-0 !50 60 ORAWH BV: O.P. SHEET NO. L-1 OF -