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HomeMy WebLinkAboutR_6061_SCITY OF COSTA MESA PROJECT LOCATIOf'J UPPER NEWPORT BAY CITY OF \_ .-IRVINE ,\ ,!- VICINITY MAP CITY OF NE PORT BEACH NOT TO SCALE PUBLIC WORKS DEPARTMENT CITY OF NE PORT BEACH 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 • -/) I I\ APPROVED:_<::,----'c;·c,")C-<.,:;;.~.;.µ....,1/'--,/ /y,._//...c_-·'--'1,__,,_l,_..,!'-"-"-h-'-·._..1/_) ___ _ PUBLIC WORKS DIRECTOR RC.E. NO. 47961 DATE: /0 ·2~-/5 C-6341 CV C 0 .D en E 0 N N 0 C I r , __ // v: I- Cs L.J ----------------------,,------------------------------------------------------------,----,------------------------- PSOMAS 3 Hutton Centre Drive Suite 200 Sonto Ana, CA (714) 751-7373 Fax (714) 545-8883 10/26/15 DATE APPROVAL RECOMMENDED: ffA11---, MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR MAINTENANCE DATE: l,of«,/13; APPROVAL RECOMMENDED: OR MURDOCH MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR UTILITIES DATE: /O-,:t.6-,-;- APPROVAL RECOMMENDED: DATE: 10 -21$ -15 REVIEWED: ' / --------------, 1---------,~---+-----------------t------1 c-~-~"'~/ IRl~fLEE, RCE 65329 1-------,----+------------------+----1 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS <J) ~"/ er: (') z Lei ./ 0 0 Ll', TITLE SHEET 5s --l------------------r-------------------,----------10 'a SENIOR CIVIL ENGINEER DESIGNED: DRA'M'l: CITY OF NEWPORT BEACH R-6061-S ~ 1-----------1" SB STAFF CHECKED: MH DATE 10 26 15 NO. DATE 1 DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 1 OF 53 ___.. ,__ __________________________________ ...... _____________ ...._ _______ ..._ _______ ...... _________________ ""-'~.::.1...-...... ___ ....., _______________ ...._ __ ....._ _________________ __.. _____ __,:,c PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 1 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET F W O C ALI TY CI O F N E N I A R A H C RT OP B E C-6341 DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 61527 ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION 1 2 3 CITY OF COSTA MESA PROJECT LOCATION NOT TO SCALE 7J VICINITY MAP CITY OF NE PORT BEACH PUBLIC WORKS DEPARTMENT CITY OF NE PORT BEACH 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 APPROVED: ___________________ _ DATE: ______ _ APPROVED: DATE: --------------------------- p s 0 M A s APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: 6 11/13/15 ADDENDUM NO. 1 'll\CfESS/0~ 6 11 /17 /15 ADDENDUM NO. 3: REV ST. SECTIONS, DETAILS ' j, ,,,t ~ "2 s; ~ %~ 3 Hutton Centre Drive 6 ii}~ 'ii: ?' Suite 200 11 /17 /16 RECORD DRAWINGS: SHEETS 3-21,23,26-32 * No. 38832 * Santa Ana, CA MIKE PISANI GEORGE MURDOCH ANTONY BRINE IRIS LEE, RCE 65329 Exp. 3-31-17 (714) 751-7373 Fax (714) 545-8883 MUNICIPAL OPERATIONS MUNICIPAL OPERATIONS CITY TRAFFIC ENGINEER SENIOR CIVIL ENGINEER DEPARTMENT DIRECTOR DEPARTMENT DIRECTOR DESIGNED: DRAWN: 11/17 /16 MAINTENANCE UTILITIES SB STAFF DATE DATE: DATE: DATE: CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED MH 11 17 16 C 0 a E 0 -3i 0 0 >, 0 7 E ~ Ul n n CD .::::, c-.::::, -- a, 3 u -0 I -" f-f-/ Ul f-w w I Ul / O'. (') z w / 0 0 m 0 CD 0 3 w z N SHEET OF / 2 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 2 SHT. NO.DESCRIPTION CITY OF NEWPORT BEACH GENERAL NOTES 1. 2. 3. 4. 5. 6. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, "CALTRANS 2006 STANDARD PLANS", AND "2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CMUTCD)", EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT'S SPECIAL PROVISIONS. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN OF CONSTRUCTION ACTIVITIES AT 811. EXISTING UNDERGROUND STRUCTURES; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES (PIPES, CONDUITS OR STRUCTURES) SHOWN ON THE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7: 30 AM TO 4: 30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS AND/OR PROJECT SPECIFICATIONS. NO WORK BETWEEN 12TH STREET TO 15TH STREET DURING PICK UP AND DROP OFF TIMES. LANE CLOSURE SHALL BE FROM 9: 00 AM TO 3:00 PM MONDAY TO FRIDAY, TRAFFIC SIGNAL OUTAGES FROM 9:00 AM TO 3:00 PM FROM MONDAY TO THURSDAY. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 12. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR FOR APPROVAL. THE CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND PAVEMENT MARKINGS. 13. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED AT CONTRACTOR'S EXPENSE BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 15. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 17. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 18. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 19. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 20. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 21. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET LIGHT CONDUITS, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER. 23. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. 24. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 25. THE CONTRACTOR SHALL BE RESPONSIBLIE FOR CONTROLLING GROUND WATER DURING CONSTRUCTION. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert /4~-.t'"' Call: TOLL FREE 811 SHEET INDEX OJ 0 0 0 0 0 0 0 0-~ ~-[DJ @] @]-§] ~ TITLE SHEET CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP, VICINITY MAP, BASIS OF BEARINGS AND BENCHMARK TYPICAL SECTIONS, CONSTRUCTION DETAILS, STANDARD SYMBOLS, ABBREVIATIONS, AND CONSTRUCTION NOTES BALBOA BOULEVARD FROM 21st STREET TO STA. 81+00.00 BALBOA BOULIEVARD FROM STA. 81+00.00 TO 12th STREET 15TH STREET DEMOLITION PLAN 15TH STREET IMPROVEMENT PLAN 15TH STREET HORIZONTAL CONTROL PLAN INTERSECTION DETAILS SIGNING & STRIPING TRAFFIC SIGNAL LANDSCAPE AND IRRIGATION PLANS NOT USED NEWPORT HARBOR 6 7 8 I- kl NOT TO SCALE PUBLIC AGENCIES AND UTILITIES CITY OF NEWPORT BEACH (UTILITIES) SOUTHERN CALIFORNIA GAS {DISTRIBUTION) SOUTHERN CALIFORNIA GAS {TRANSMISSION) CITY OF NEWPORT BEACH MUNICIPAL OPERATIONS DEPARTMENT CITY OF NEWPORT BEACH STORM DRAINS ORANGE COUNTY SANITATION DISTRICT SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS TIME WARNER CABLE UNDERGROUND SERVICE ALERT AT&T (949) 644-3011 {DAY) (949) 644-3717 (NIGHT) (714) 634-3262 (714) 634-3119 (949) 644-3011 (949) 644-3055 (714) 593-7333 (714) 895-0246 (714) 634-3217 (714) 903-8446 811 (510) 645-2929 BALBOA lu Bou fr: fVARo (/J (/J iE QJ ~ PACIFIC OCEAN ~ (/J iE (/J " iE ~ CD ~ 0 -INDICATES SHEET NUMBER SHEET INDEX MAP CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP. C 0 en E 0 E D. N n N O' " -0 N 0 I _J f-f---/ (/] f---w w ---------------------------------------------------------------------------------------------1:r: PSOMAS~-~-----~~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (/] / Cr' CJ z w / 0 0 Ul 0 cO (714) 751-7373 Fax (714) 545-8883 1---l-------1----------------------+-------l-:--:,=c:::----;-,:-::-,,,.,..,.,--+----------------------,---------tO DESIGNED: DRAWN: ~ 11/17/16 SB STAFF 1---------<fi DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / TWO WORKING DAYS BEFORE YOU DIG • MH 11 17 16 _____________________________________________________________________ ...... __________________________________________ ....._ _______ ...... __ ....._..._ .... ____________________________ __.::;, R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 3 CURB AND GUTTER /AC PAVEMENT JOIN DETAIL ALONG W. BALBOA BLVD ONLY FRENCH DRAIN DETAIL SLURRY BARRIER @ MEDIAN CURB AND GUTTER JOIN DETAIL GRAVEL BOTTOM CATCH BASIN DETAIL 2 2 2 2 2 2 3 3 3 3 3 .. 0:: 5' ~ z 6' X "'1 I 50' 50' VARIES l----'ir'7'7r---t VARIES 5' o:: 25' TO 45' 1' rN VARIES 1 • r§" 25' TO 45' >- : _}::: = = = = J ~ I -::: 1-1113_====~I~~--/[=1•1,f _ SAWCUT EXISTING AC PVMT * TC ELEV PER PLAN IL--r ----------r--JI LI I !L1 J.id--f:,--------i-: ! ! '-: ......,4,_-------------=1-~ :I I "st-1 4 ~ I\ 1 8 L "'_JB D A/C DEEP LIFT NOTES· I~ CONTRACTOR TO VERIFY ALL FORMS PER L ___ _ THIS DETAIL PRIOR TO POURING CONCRETE REMOVE EXISTING PAVEMENT, SUBGRADE AND (AND TOP SOIL AT PLANTER AREAS), EXCEPT FOR AREAS REQUIRING STRUCTURAL SOIL PER THE LANDSCAPE LANS AND DETAILS** • CONTRACTOR SHALL VERIFY ELEVATIONS IN FIELD •• ENGINEERED FILL CAN BE EXISTING SOIL PROVIDED /\ IT HAS BEEN CLEANSED OF ORGANICS & OTHER L_",, UNSUITABLE MATERIALS • LANDSCAPE 1" BELOW TC/HADRSCAPE FLUSH WITH TC N TYPE A CURB AND GUTTER PER CITY STD. DWG NO. STD-182-L (CURB-FACE VARIES FROM 6" TO 8") REMOVE EXISTING PAVEMENT, SUBGRADE AND RECOMPACT WITH ENGINEERED FILL (90% MIN) OVER SUITABLE 90% COMPACTED NATIVE SOIL.•• CONCRETE PAVEMENT NOTES· D * TC ELEV PER PLAN ID "' w ::::,Z u ::J LANDSCAPE 1" BELOW TC/HADRSCAPE FLUSH WITH TC ¾" LIP ~ 2% ,_,_,,,,,,,,,I, 1~ -"-,s;:=='---f-,--..~~~~t==-::;::::::~;~117\:jr=U z ::::. st-"' 4 • .:.l (!) ::c 'l'-1 TYPE A CURB AND GUTTER PER CITY STD. DWG NO. STD-182-L (CURB-FACE VARIES FROM 6" TO 8") REMOVE EXISTING PAVEMENT, {SEE NOTES IN DETAIL 3) SUBGRADE AND RECOMPACT WITH ENGINEERED FILL (90% MIN) OVER SUITABLE 90% COMPACTED NATIVE.*Li CD 0 0 © © 0 CONSTRUCTION NOTES= CONSTRUCT TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN STD-182-L. CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182-L AND DETAIL ON SHEET 3 (WITHOUT AC PATCHBACK). CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182L (WITH AC PATHBACK). CONSTRUCT 9" THICK CONVENTIONAL AC PAVEMENT OVER COMPACTED NATIVE SOIL CONSTRUCT 4" MIN. PCC SIDEWALK OVER SUITABLE COMPACTED NATIVE SOIL PER CITY OF NEWPORT BEACH STD PLAN 180-L. COLOR, SCORING AND FINISH PER LANDSCAPE PLANS CONSTRUCT 7" PCC PAVEMENT WITH FIBER REINFORCEMENT OVER COMPACTED SUITABLE NATIVE SOIL. COLOR, SCORING AND FINISH PER LANDSCAPE PLAN. FIBER REINFORCEMENT PER SPECIFICATIONS. DISPOSITION NOTES NOTES: D REMOVE EXISTING PAVEMENT, SUBGRADE AND RECOMPACT WITH ENGINEERED FILL (90% MIN) OVER SUITABLE 90% COMPACTED NATIVE.** W. BALBOA BOULEVARD ~ ......................................................................................................... ........ \::_) NTS PROTECT IN PLACE (ITEM AS INDICATED) REMOVE (ITEM AS INDICATED) (SEE NOTES IN DETAIL 3) 50' 18' I 17' I PARKING rB[6) I L I J.. B - 50' 12· 0:: >-..J FROM 21st STREET TO 12th STREET NOT TO SCALE <t. 32' 32' 15' 15' VARIES VARIES -- , I .; + 2 ~ B B -- 15th STREET N/0 W. BALBOA BLVD. NOT TO SCALE 38' 38' 17' 21' 21' il:I PARKING X w SW B 6 2 B BASIS OF BEARINGS -VARIES 7 B 15th STREET S/0 W. BALBOA BLVD. NOT TO SCALE 7 B VARIES - COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NORTH AMERICAN DATUM (NAD83), 1991.35 EPOCH. COORDINATES WERE DEVELOPED USING ORANGE COUNTY SURVEYOR'S GPS POINT 7802 AND 6288. BENCHMARK= B.M. #J-782 DESCRIBED BY OCS 2002-FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "J 782 1946", SET IN THE TOP OF A CONCRETE POST. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD, 24.3 FT. EASTERLY OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG NEWPORT BOULEVARD AND 23.3 FT. NORTHERLY OF THE CENTERLINE OF 29TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ADJ 1989 ELEVATION=7.142 NAVD 88 50' 17' PARKING J 2 ~ B - 50' 17' PARKING 2 B 18' I -I r 8(6) CONCRETE FOOTING FOR PAVER PAVER MEDIAN CURB ADJUST TO GRADE (ITEM AS INDICATED) HATCH / LINE LEGEND MEDIAN CURB SAWCUT LIMITS -----RIGHT OF WAY I ,, PROPOSED PAVEMENT I "' ~ a u CENTERLINE SAND LINER ,__ ____ PALM TREE ~ 't "' ;,, ~ ABBREVIATIONS 12· ~ 0:: I~ w I~ DEBRIS I SCREEN .. NDS #900 ~ =="'- 4 3" INLET PVC CURB DRAIN INLET PIPE (LOW FLOWS) S=0.020 MIN. AND OVERFLOW PIPE TO GUTTER (HIGH FLOWS) , x a "' a. a. <( EXISTING 21" SEWER LINE UNDER NORTHERLY CURB OF MEDIAN BETWEEN 18TH & 16TH STREET-DEPTH VARIES, APPROX. 3' TO 4' OF COVER 12" ATRIUM INLET (NDS #991 OR APPROVED EQUAL) .--:7-,MIRAFI 140N (NON-WOVEN) .,.. / GEOTEXTILE FABRIC OR / APPROVED EQUAL WRAPPED TIGHT ALL AROUND SIDES.TOP AND BOTTOM 2· TEST PIPE OF 8" PERFORATED PVC PIPE ANCHORED WITH REBAR 6" BASE OF PEAT COMPOST 1" IRRIGATION LINE ____ -::..._ -- --- FROM STA. 73+04 TO STA 81+00 NTS NEW STORM DRAIN MAIN. SIZE PER PLAN 24"x24" CATCH BASIN GRATE. (GALVANIZED METAL) "' I • . .,,. . . . .. . ., . .4 -4. ---'CAST-IN-PLACE CONCRETE CATCH BASIN WITH LOCAL EPRSSION APRON NEW STORM DRAIN LATERAL. SIZE AND SLOPE PER PLAN NOTES: 1. OVERFLOW ROUTE WILL DRAIN WATER INTO STORM DRAIN PIPE AND AWAY FROM BUILDINGS @ .................................................................................................................................... ........ 2. THE PIT CAPACITY V{CAP)= H X L X W {CUBIC FEET) 3. W SHALL BE GREATER THAN H NTS @2 ..................................................................................................................... ............... NTS AC BC BEG BLVD BW C&G CL CMB CTB DIA OR EC ELEC EX FH FS MAX MIN PB PCC PM POC PROP PVMT RMP R/W TC TS TSPB TYP SD SL SPPWC ST STD SW WM WV • NOTE: ASPHALT CONCRETE BEGINNING OF CURVE BEGINNING BOULEVARD BACK OF SIDEWALK CURB AND GUTTER CENTER LINE CRUSHED MISCELLANEOUS BASE CEMENT TREATED BASE DIAMETER DRIVE ENO OF CURVE ELECTRICAL EXISTING FIRE HYDRANT FINISHED SURFACE MAXIMUM MINIMUM PULL BOX PORTLAND CEMENT CONCRETE PARKING METER POINT OF CONNECTION PROPOSED PAVEMENT RAMP RIGHT OF WAY TOP OF CURB TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX TYPICAL STORM DRAIN STREET LIGHTING STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STREET STANDARD SIDEWALK WATER METER WATER VALVE ALL OTHER ABBREVIATIONS ARE DEFINED IN SECTION 1-3.2 OF THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TYPICAL SECTIONS AND CONSTRUCTION DETAILS C 0 VJ E 0 (I) (I) >, 0 7 E o_ 0 Ul N 0, " "O 0 I Q_ >-f---/ (/] f---w w --------------------------------,.-------------------,.-----,...------------------------------------:r: D NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert /4~-.t'"' Call: TOLL FREE 811 ~ESS~ c\ j_ T-11 ~ '(;, No. 38832 . 3-31-1 p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 11/17/16 11 /17 /15 ADDENDUM NO. 3: REV. ST. D 11 /17 /16 RECORD DRAWINGS SECTIONS, DETAILS (/] / Cr' CJ z w / 0 0 Ul 0 cO 1---+------1--------------------1-------1'-:==:---,:-:,..,..,,.,-,----+--------------------,--------tO DESIGNED: DRAWN: ~ SB STAFF z 1----------1 N DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / TWO WORKING DAYS BEFORE YOU DIG MH 11 17 16 -------------------------------------------------------------------------------------------------------------------------------------------------------------------2 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 CIVIL PLAN FROM 21ST STREET TO STA 81+00 4 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 0 0 + ..--f-- r--.. :r: <( C) f---(/) 0:: w I> 0 wen Z<C __J w :r:W u (/) f--<( ~ -w - ' I NU N u.J 00 N + NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert V ~~f 0:' ' Call: TOLL FREE 0 ~ - 811 21st STREET SAWCUT PER LANDSCAPING PROPOSED WA'IER MAIN REPIJ;ACEMENT PER SEPA~A TE PROJECT (NIC) 2+87.47 BALBOJ BLVD = 10+00.0Q 21st ST SEE DETAIL ON SHEET 9A PLAN 1YP 63+14.68 {;j ,__ • 43.00' LT -~-: q "'? ~1' q::, 0 "' '-' ., "" -,.. 63+74.87 43.00' LT t2 t:X R/W ~ LANDSCAPING, PARKING METERS•, ASPHALT AND BOMINITE (TYP) CURBS, SEWER, STORM DRAIN, CATCH BASINS & MANHOLES (TYP) I I A 16" WATER LINE EX R/W +oo CURBS, SEWER, STORM A DRAIN, CATCH BASINS & MANHOLES (TYP) B ---,, I '...--------1 -,X R/W ------- N\ 7 tA oscJiw~ PARKING- 10.0 RT BEG TAPER ~ ~ \j; <X) +-,-O? u:, u:, \ \ CURBS, SEWER, ST{)RM DRAIN, CATCH BASI S & MANHOLES (TYP) 'i..'i-.... ,~ LANDSCAl?~ING, PARKING METERS*, ASPHALT AN BOMINITE ( R/W CONSTRUCTION NOTES= CD 0 CONSTRUCT TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN STD-182-L. CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182-L AND DETAIL ON SHEET 3 (WITHOUT AC PATCHBACK). CONSTRUCT FRENCH DRAIN PER DETAIL ON SHEET 3 CONSTRUCT SLURRY BARRIER AT MEDIAN PER DETAIL ON SHEET 3 FROM STA 73+04 TO 81 +00. INSTALL PAVEMENT STRIPING PER STRIPING PLAN. DISPOSITION NOTES • PROTECT IN PLACE (ITEM AS INDICATED) REMOVE (ITEM AS INDICATED) ADJUST TO GRADE (ITEM AS INDICATED) RELOCATE (ITEM AS INDICATED) EXISTING PARKING METERS SHOWN TO BE REMOVED: I -------METERS*, REMOVE EXISTING POLES AND FOUNDATIONS, RETURN PARKING METER HEADS TO CITY YARD 40' 20' 65+22.36 BALBOA BLVD = 10+00.00 20th ST SEE DETAIL ON SHEET 9A I ' I I I I I ' ' ' ... L o· 40• ... • ~" ~ I I I I I 20th STREET ... ... ... ... -" ,u ',, , nn' r T ~--~ 80' - -- -SCALE IN FEET SCALE: 1 • ~ 40' " 7 0 ASPHALT AND BOMINITE (TYP) W. BALBOA BOULEVARD r T .25.±.0_0 7 ~ " m C.AJV I ---'- r - I D PALM:,~'-----_,, ...,....._.kl 0 " ' - I ~-~I I I 17th STREET , ,,-, I TT I I ' _>L,---',='r,==,=--c,,.. __ ~,c=,---=---~--~ -~ --1-1 r -- CURBS, SEWER, STORM A DRAIN, CATCH BASINS --M ANHOr ! ~m-) ... T ,--r \ ?; ' ' ' ' ' ' TT I, ' • • < ,, • + • • < 0 1 o"-- "' .... T ; C 1 00 ~-~ ' r T - -:L I )-J I 21 - 0 LO + 0 CX) ....... <CO ~ti I w :r: w (/) Zw __J w (/) :r: u f-- <C ~ •• ALL PALMS TREES ARE TO BE PROTECTED IN PLACE EXCEPT WHERE NOTED. REFER TO LANDSCAPE SHEETS. ••• PLEASE SEE STRIPING PLAN FOR REMOVAL OF EXISTING STRIPING. NOTE: ALL UTILITIES BOXES, VALVES, STREETLIGHT, ETC. WITHIN THE CONSTRUCTION AREA SHALL BE ADJUSTED TO GRADE. HATCH / LINE LEGEND - - -SAWCUT LIMITS -----RIGHT OF WAY FULL DEPTH PAVEMENT AC PAVEMENT REMOVAL LINE / CURVE TABLE (#) DELTA/BRG RADIUS LENGTH TANGENT A 44"04'08" 1146.28' 881.66' 463.93' C 180"00'00" 2.00' 6.28' - D 01"51'04" 194.00' 6.27' 3.13' E 01"51'04" 190.00' 6.14' 3.07' F 180"00'00" 8.25' 25.92' - G 90"00'35" 10.00' 15. 71' 10.00' H 89"56'21" 10.00' 15.70' 9.99' I 84"38'14" 1.20' 1.77' 1.09' J 73"40'34" 10.00' 12.86' 7.49' K 89"38'14" 1.20' 1.77' 1.09' L 82"08'27" 10.00' 14.34' 8.71' M 63'44'52" 10.00' 11.13' 6.22' N 63'44'59" 10.00' 11.13' 6.22' 0 05'14'22" 1139.28' 104.23' 52.15' p 01 ·00•19• 1156.28' 20.29' 10.14' C 0 "" E 0 E Q_ sl- 0 N -0 I u / (/) f---w r--------,--------------,7--,-----,-------------------,---"'T'"---------r-----------------------------l~ (/) 6 11 /13/15 ADDENDUM NO. 1 p s 0 M A s <;;i~ESS~ w J. '"' 3 Hutton Centre Drive ~ Suite 200 No. 38832 Sonta Ana, CA Exp. 3-31-1 (714) 751-7373 Fax (714) 545-8883 C 11/17 /16 6 11/17 /16 RECORD DRAWINGS / Cc ('.J z w / 0 0 '° 0 1--+----+------------------+------l-::-::=:::::---.::-::-:::::-:--+---------------------.---------li:'.i 3: w DESIGNED: DRAWN: 1-----------lti / SB STAFF CHECKED: DATE: ________ ...,_ ___________________________________ ,1,,,_ _____ __,J'--------==--------..L...:...J_.:.....:_.i.:.:,::.::.:::,,.;,;,,:,:.:...:......:...==-----------L:.:.:.:.:.:::L __ ...1!,!:!,L___,l1Lllfill _______________ .l..:'.~-....:'.'.-_J::e TWO WORKING DAYS BEFORE YOU DIG DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF MH 11 17 16 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 CIVIL PLAN FROM STA 81+00 TO 12TH STREET 5 3 3 3 3 3 3 3 3 3 3 ..., I< , - _____I l 1- C t= r - ~ ~1 16th STREET 14th STREET \ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 811 M-- \ M 40' 20' o· 40' SCALE IN FEET SCALE: 1 • = 40' - M 80' CONSTRUCTION NOTES= CONSTRUCT TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN STD-182-L. 15th STREET (i) ® CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182-L AND DETAIL ON SHEET 3 (WITHOUT AC PATCHBACK). 13th STREET r-------- 95+ 5, . 44 BALBOA ~L VD = 10+00.00 13th ST SEE DETAIL ON SHEET 9 '' - V) V) n './\NDS , APIN , '~~ ~~~~~~ I ~---, CURBS, SE~R STORM B ~S 'HALT AND 0 DRAIN, CATqH BASINS B , ~INITE (1'11~ --:o & MANHOLE$11: (TYP) L LI i ~~-.• II a:: ' '' ,, c- 12th STREET ' . . I I I I ~ I I --~ Iii ~ j CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182L (WITH AC PA TH BACK). CONSTRUCT 9" THICK CONVENTIONAL AC PAVEMENT OVER COMPACTED NATIVE SOIL INSTALL PAVEMENT STRIPING PER STRIPING PLAN. DISPOSITION NOTES 0 PROTECT IN PLACE (ITEM AS INDICATED) [fil REMOVE {ITEM AS INDICATED) [I] ADJUST TO GRADE (ITEM AS INDICATED) [§] RELOCATE (ITEM AS INDICATED) • EXISTING PARKING METERS SHOWN TO BE REMOVED: REMOVE EXISTING POLES AND FOUNDATIONS, RETURN PARKING METER HEADS TO CITY YARD (TYP) •• ALL PALMS TIREES ARE TO BE PROTECTED IN PLACE EXCEPT WHERE NOTED. REFER TO LANDSCAPE SHEETS. ••• PLEASE SEE STRIPING PLAN FOR REMOVAL OF EXISTING STRIPING NOTE: ALL UTILITIES BOXES, VALVES, STREETLIGHT ETC. AT THE CONSTIRUCTION AREA SHALL BE ADJUSTED TO GRADE. HATCH / LINE LEGEND - - -SAWCUT LIMITS -----RIGHT OF WAY FULL DEPTH PAVEMENT AC PAVEMENT REMOVAL LINE / CURVE TABLE (#) DELTA/BRG RADIUS LENGTH TANGENT A 45"01'14" 5' 3.93' 2.07' B 44"55'03" 3' 2.35' 1.27' C 45"05'26" 5' 3.93' 2.07' D 44"59'15" 3' 2.35' 1.27' K 00"08'17" 5738.65' 13.83' 6.91' - - --1------~ 7 , .. ,.. .. t 4 f u r-_J 1rso = 7 O ':SL _J L T _l_ 1} J L T '} I },"1ll:=~:::;-i I i ))':'x L ,- 1 ·-,v C 0 '" E 0 E Q_ l[) 0 N en 5 c) l[) 0 I N 0 I u / (/) f--w w ---------..... -----------------------------------------------------------------------------------1:r: p S O M A S ,__6_+-1_1_/_11_/_1_s-+-R_E_co_R_D_D_RA_w_1_NG_s ___________ --+-----1 ~ <;;i~ESS w J. '"' ~ No. 38832 Exp. 3-31-1 c, 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 z w / 0 0 l[) 0 cO 1---l------l----------------------+------lr:-::=-,::::----r-::-::-,,,..,.,---+----------------------,---------tO DESIGNED: DRAWN: ~ 11/17/16 SB STAFF >-----------1fi DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / TWO WORKING DAYS BEFORE YOU DIG • MH 11 17 16 ____________________________________________________________________ ....., ______________________ ..... __________________ ....._ __ ___, _____ ....., __________________________________ __.:a; R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 DEMOLITION PLAN 15th STREET 6 3 3 DISPOSITION NOTES 0 PROTECT IN PLACE (ITEM AS INDICATED) [[] REMOVE (ITEM AS INDICATED) IT] ADJUST TO GRADE (ITEM AS INDICATED) @J RELOCATE (ITEM AS INDICATED) • ALL EXISTING PARKING METERS ALONG 15TH STREET WITHIN PROJECT LJMITS TO BE REMOVED: REMOVE EXISTING POLES AND FOUNDATIONS, RETIJRN PARKING METER HEADS TO CITY YARD •• ALL PALMS TREES ARE TO BE PROTECTED IN PLACE EXCEPT WHERE NOTED. REFER TO LANDSCAPE SHEETS. HATCH / LINE LEGEND ----- I I-z 0 a: LL B z _J <( < a:: w () C z < :,: 0 .Id CD ~ "" ::, (.) LJMITS OF SIDEWALK DEMO HANDRAI[ SAWCUT LIMITS RIGHT OF WAY REMOVE AC PAVEMENT REMOVE CONCRETE PAVEMENT B B * CD z ~ t "" '-" ::, rn (.) ::; '-" z "' a:: < Cl. !z 0 a: LL z <( w >-8 ~ " ...J <( B B A B ~ 11 I lsAwcu STA 9+91 4, I 5.29' L A 11 11 i' 0 a: ~ w ...J => ~ c3 [D ...J ca ' ~, ~ I I 11 A B -'-'Z :j * CD ~ <<< ~ t "" t ZZ....J< a c., c., 0.. a.. "' "' ~ ::; PER D A A APE PLAN X ::; .... Cl ::; A 0 _J w "" _J CD < z < < Cl. ~ el Cl. .., ::; _J _J < < :::i w Cl. :;;! CF z ""' w LO Cl w iii w "" AµLj. vAut; :,: z (.) '-" i'5 "' CD B B ~ ~ w t "' t i a w ~ Cl iii B A B C B B A :,: ::, :,: I~ Cl. ~ "" (.) (.) ::i! ~ ~ t w (/) (/) a::: V) _J w LLJ LLJ LLJ z z < z ~ w w "" I :::JO-< CD Cl. CD I"' ~ ::, • 0 _J :::l '-" ~ :5~Cl. ::, ~ c..<w Cl. u Cl. I w ~0< L a:: _J (.) ::, "' w "' (.) w "" C, Vl c,Z ~z:5 -- CURB _J ;; "' •.• . •.•·.· .• ·.·• ·. . .· . ·. .••. :g \-9 .•...•• \ .. ·• •.• •• • · · · • · • •. It •• ·• ••• • •• •. • • • =i -· • • • 0 ::E w 0 a:: "' .... .,; i'5 "' + ~ ,.... z ~ 0 F (.) o□□ ;5 8 V, z > '-" w CD A CURB B HANDRAI[ LJMITScO SIDEW~- D M _J < "" Cl z < :,: Cl z < CD "" :::, (.) B NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 811 * ~ ~ t Cl _J ::; < '-" F z z w "' :::l Cl a:: "' < ~ w Cl. "" i5 "' 8 .Id ~ < B A B a "' :l:: .:J\/'lli ...n.. (.) ~ n .Id~ 0 Cl. z V):::, Cl. n We i t < ;o ~Z: CD ~ Cl z "" ~ CD O 0:: >-M cl I=! (.) ::, w Cl w w :::l '-" u iii < u ::, ::, ::, ...J )> < B ...J -C B <( I-Z" ~I LL z <( w () 0 ~ © 20' 10' o· 20· 40' - -- -SCALE IN FEET SCALE: 1" = 20' :--: w ~ ·o ::; '-" z z "' '-" a:: "' < Cl. B B .. ·._:·-.··._· .. ·._ •. _____ • __ j Y-.,'"7'---4. B L..L-"" /ACifl'A VEMENT • __ ,_-:/,, .---/, / l:Etoo / __ ,,,,+-/ -. -_/ ,'---;'" ,-~. ~ , ,• , -· --____. ---+-/ --------t------ < · ~-•• MH / ..c.=im::8-f-,.:...;..,~§"!!H-fa....""--7"'-~~➔~~-· ,-,'.......+-+----+---+---+---+---+'--1 CD "" ::, (.) B •.• -_. ·.-·.·--.· / . F:01CA8~t °"" c:E :;;!~ u =. -<~ ~>Ii.I u (.) w (.) G:l < . • . "" v1 i-_·· .. • ••. •. aiLaoA at vo :.. ~ 15 I • . 11 _f!:£5 • .. • •• .. ·.·•• ', . . 15TH ST ·.· • '• ... •. a._ . • • • -_ ••.• ~ .-__ .· .. ·_·_ -_-_-. ~~-~-·-.·-.·: _.·. ·._·._·._--._ .. _·._-.. -_.·._· •. _ ... __ · .. •.• ... •. __ .· .. •.•. __ ._. • • • ••• ·_ A A 3 < Cl. B B w t l!l "" 3 ::, ::, _J ~ (.) ~ < < Cl. Cl. B 15TH STREET PLAN .A t,;-9-..a.a;-==""""-1 1 ~ ~ ~ t 0 .... ~ Cl. _J ::, w ~ a:: ::, ;; Cl w \i;! :;;! V, w ~ 0 Cl. w Cl. (.) Cl. V, I "' >-w ...J ...J <( D a, (D [Il t 0,: ::, u '-" z "" "" < Cl. B B B B Cl. ::, < "" (f) V, w (.) (.) < B w => z ~ !z w ::; ~ < Cl. VJ B Cl. "' ::, < "" V, V, w -(.) □ < B A BIKE RACK PER L S PLAN D ~ PULL BOX C q C 0 '" E □ E 0. (D 0 N co -::::._ r---- -::::._ en 5 c) (D 0 I n 0 I u / (/) f--w w ,----------.... ----------------.... -------------------------------------------,--------------------------------1:r: 6 p s 0 M A s <;;i~ESS w J. '"' 3 Hutton Centre Drive ~ Suite 200 No. 38832 Santa Ana, CA Exp. 3-31-1 (714) 751-7373 Fax (714) 545-8883 c, 11/17 /16 DATE 11/17 /16 RECORD DRAWINGS (/) / Cc ('.J z w / 0 0 '° 0 (D 1---l-------1-----------------------1-----.J--:-==::----r:-::-,=---f-----------------------,---------tO 3: w z DESIGNED: DRAWN• SB STAFF >---------IN / NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED• DATE: SHEET OF TWO WORKING DAYS BEFORE YOU DIG ._ ___________ .._ _____________________________________________________ ._ ___________________________________________________________________________ ___. ___ ._ _______________________________ _.:a; MH 11 17 16 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 CIVIL PLAN 15th STREET 7 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 !z 0 a: LL z <( w 12.05 BW JOIN 11.9 FG > 11.42 TC 11.08 FS w Jd>IN 2 6 10.67 BW VERIF'ir 11.41 TC8"CF 9 -8 FS ,-.. 10.7f FL ... • Ill .73% •7 ' !il 2.0(!% 1 .06 TC 9 56 FS "",, 9.32 TC 8.82 FS • ~ 8.59 FL 8.93 W 8.29 FF 8.911 s -~ ~ CRQWN LINE ;!I "' ~ • C (!)J io, ~ z / -< Ill ' I. I ·Co::r---: ,% ·1 ,I I , j~ u ~ ~ w ...J :::::, g ~ m ...J ;:ti <( CJ 7.5 re 7.0 FL V) V) 7.96 TC 7.46 FS ---1-~_:2; _ _.__'¥.'1--b''he,,, -_---=-==== 'llf==-----------1<-..,;:.a·=· • - 8.19 TOP 7.53 BW 8.26 TOP 7.56 BW 8.31 TOP 7.61 BW 8.30 TOP 7.75 BW BUILDING --~-~ I 12 1 JOIN EXST 6 A R/W 8.6 I _ 7_62 ·<P . .1 0.88% J L -,-.'r'r..,.,11'F~7;c_1~2'-T£G~:li 8.20 TC " II (3.00) INV /27 70 PL VERIFY ~ ~ TC EXST. INV m FS .88 FS ;::: / . I IX) 'i [ 1/ 8.62 TC 8.12 FS BW --; "' \\ TC FL NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert /4~--t'"' Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG 2 CD ® © (j) CONSTRUCTION NOTES= CONSTRUCT TYPE B PCC CURB PER CITY OF NEWPORT BEACH SID PLAN SID-182-L. CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH SID PLAN S10-182-L AND DETAIL ON SHEET 3 (WITHOUT AC PATCHBACK). CONSTRUCT 4" MIN. PCC SIDEWALK OVER SUITABLE COMPACTED NATIVE SOIL PER CITY OF NEWPORT BEACH STD PLAN 180-L. COLOR, SCORING AND FINISH PER LANDSCAPE PLANS CONSTRUCT 7" PCC PAVEMENT WITH FIBER REINFORCEMENT OVER COMPACTED SUITABLE NATIVE SOIL. COLOR, SCORING AND FINISH PER LANDSCAPE PLAN. FIBER REINFORCEMENT PER SPECIFICATIONS. CONSTRUCT SIDEWALK ACCESS RAMP WITH TRUNCATED DOMES PER CITY OF NEWPORT BEACH SID PLAN 181-L-8 {CASE H UNLESS OTHERWISE INDICATED ON PLAN) CONSTIRUCT 10" PVC (SDR-25) STORM DRAIN PIPE CONSTRUCT JUNCTION STRUCTURE No.1 PER CITY OF NEWPORT BEACH STD. 310-L @ CONNECT TO EXISTING STORM DRAIN PER STD. PLAN FOR PUBLIC WORKS CONSTRUCTION (SPPWC) PLAN No. 335-1 (CASE PER PLAN) CONSTRUCT 24"x24" GRATE INLET CATCH BASIN PER DETAIL ON SHEET 3 ADJUST ELECTRICAL VAULT, ELECTRICAL CABINET, ELECTRICAL PULL BOX, STREET LIGHT PULL BOX, TRAFFIC SIGNAL PULL BOX INCLUDING (CONDUITS & WIRING), OR METER BOXES, MAIL BOXES, CLEAN-OUTS, ETC TO GRADE. LOCATION SHALL BE MAINTAINED UNLESS OTHERWISE NOTED. CONSTRUCT PCC LI-CHANNEL PER DETAIL ON SHEET 3 CONSTRUCT ALLEY APPROACH TYPE D PER CITY OF NEWPORT BEACH SID. PLAN STD-143-L MODIFIED PER PLAN. COLOR, SCORING AND FINISH PER LANDSCAPE PLANS CONSTIRUCT RESIDENTIAL DRIVEWAY TYPE I PER CITY OF NEWPORT BEACH SID. PLAN STD-162-L. COLOR, SCORING AND FINISH PER LANDSCAPE PLANS CONSTRUCT TRUNCATED DOMES PER CITY STD. PLAN 181. REMOVE EXISTING FIRE HYDRANT, LATERAL AND VALVE, CAP AT MAIN, AND INSTALL NEW FIRE HYDRANT AT LOCATION SHOWN PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-500-L. CONSTRUCT MOUNTABLE CURB TYPE 81 -6 PER SPPWC STD. PLAN 121-2 CONSTRUCT PAY STATION FOUNDATON PER LANDSCAPE PLANS AND DETAIL BW '° 8 'c,, 6 o_ 7.55 BW 2 HATCH / LINE LEGEND - - -SAWCUT LIMITS -----RIGHT OF WAY PROPOSED PAVEMENT TRUNCATED DOMES PER CITY STD. PLAN 181 20' 10' O' 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' ~ESS~ c\ j_ T-11 ~ '(;, No. 38832 . 3-31-1 SAWC T 15TH STREET PLAN p s 0 M A s D 11/13/15 D 11 /17 /16 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 11/17/16 DATE NO. DATE BW JOIN EXST AT R/W ADDENDUM NO. 1 RECORD DRAWINGS DESCRIPTION OF REVISIONS "" ~I :::1 I PARK N MTR 0 PV <( I 'IJPV ,-.. .O<D INV ~ S=0.020 9 ~j --, (!) N =0.0 z ..., < 8.00 TC fL II:: -V.50 J-'G ~~ f,.00 l~V ;o FL N OPTICS CAB 6 SHOWN FO >-REFERENC w "' I "" :::11 1"\ \\ REPcACE- <(I .<5' WATERLINE D uJ_ WITH PVC DESIGNED: APPROVED CHECKED: SB MH JOIN 6 9.00 FS HP CROWN LINE DRAWN: STAFF DATE: 11 17 16 m I □ 8 -- 13 6 C 0 '" E 0 ;, <I) '" >-, 0 7 E o_ n N N <D z:.. r--- ------- ~ ~ ('.) s 0 r--- 0 I n 0 I u / (/] f--w w :r: (/] / Cr' ('.) z w / 0 0 Ul 0 cO 0 s w z N SHEET OF / 2 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 HORIZONTAL CONTROL 15th STREET 8 1 1 1 1 1 3 3 CURVE b. C1 C2 C3 C4 C5 C6 C7 ca C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 !z 0 ff Z " <( w () 0 3: o□□ 135'00'00" 83'06'28" 111 '35'13" 54'21 '23" 54•33'54" 53'51 '26" 54·03'57" 135'00'00" 90'00'00" 135'00'00" 90'00'00" 90"00'00" 98'23'58" 81"36'34" 45'00'00" 90·00·00" 90'00'00" 73'20'23" 106'39'37" 98"21' 42" 81 '37' 46" 45'00'00" 106'36'06" 73'23'54" 45•00'00" NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG CURVE DATA RAD LEN TAN 2.00' 4.71' 4.83' 15.00' 21.76' 13.30' 2.00' 3.90' 2.94' 3.00' 2.85' 1.54' 20.00' 19.05' 10.32' 20.00' 18.80' 10.16' 3.00' 2.83' 1.53' 2.00' 4.71' 4.83' 10.00' 15.71' 10.00' 2.00' 4.71' 4.83' 1 o.oo' 15.71' 10.00' 2.00' 3.14' 2.00' 3.00' 5.15' 3.48' 25.00' 35.61' 21.58' 3.00' 2.36' 1.24' 2.00' 3.14' 2.00' 2.00' 3.14' 2.00' 1 o.oo' 12.80' 7.45' 2.00' 3.72' 2.69' 3.00' 5.15' 3.47' 25.00' 35.62' 21.59' 3.00' 2.36' 1.24' 3.00' 5.58' 4.02' 10.00' 12.81' 7.45' 3.00' 2.36' 1.24' I CURVE DATA CURVE b. RAD C26 90'00'32" 25.00' C27 90'00'00" 3.00' C28 90·00·00· 2.00' C29 90·00'00· 10.00' C30 65'25'02· 10.00' C31 115'55'00" 2.00' C32 45·00'00· 3.00' C33 77'29'52" 25.00' C34 102'29'36" 3.00' C35 92'16'09" 2.00' C36 87'43'51" 10.00' C37 64'38'17" 10.00' C38 115'21' 43• 2.00' C39 95'15'54" 3.00' C40 84'44'06" 25.00' C41 50·00·00· 5.00' C42 90·00·00· 2.00' C43 73•23'54• 10.00' C44 106'36'06" 3.00' C45 90·00'00· 3.00' C46 50'00'00" 5.00' C47 90·00·00· 3.00' C48 30'18'19" 25.00' I- LEN 39.27' 4.71' 3.14' 15. 71' 11.42' 4.05' 2.36' 33.81' 5.37' 3.22' 15.31' 11.28' 4.03' 4.99' 36.97' 4.36' 3.14' 12.81' 5.58' 4.71' 4.36' 4.71' 13.22' TAN 25.00' 3.00' 2.00' 10.00' 6.42' 3.20' 1.24' 20.06' 3.74' 2.08' 9.61' 6.33' 3.16' 3.29' 22.80' 2.33' 2.00' 7.45' 4.02' 3.00' 2.33' 3.00' 6.77' <( 0 0 a: CD ~ ...J w <( ...J CD ::::> .Q ~ CD :? I I'll I n I "-r 1~ 11:)0' ~ / 1' 0 I 50 ' 50' / I 20' 10' !z 0 a: LL Z"' <CI w>-Ow 0 ...J . ...J ~<( z Cl 40' - -- - • I]< I ~5~• s . r I I p s 0 M <;;i~ESS w J. '"' 3 Hutton Centre Drive ~ Suite 200 No. 38832 Santa Ana, CA J.. A s SCALE IN FEET SCALE: 1" = 20' Exp. 3-31-1 (714) 751-7373 Fax (714) 545-8883 c, 11/17 /16 DATE I I I I >-I "" w PARK~t MTR -1 :::1 I 0 BPV <C I .,,!ffPV p ~ () \ c:5 -'"!Ii 8.5' 14. g'\ ;-.. 76 i5~ I ~ I ' ' ' ·w -I ----rw ~'" ~ ! ~ '-~ C; ' S" ~ r0"' ~ 11 +70.42 40.00' RT I 6 11 /13/15 ADDENDUM NO. 1 6 11/17 /16 RECORD DRAWINGS DESIGNED: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: - - w_ ., .. f I ill I v .. I \ DRAWN: SB STAFF DATE: MH 11 17 16 QJ I . I I J I I I I I I I I I I -C45 □ v i I 0 3+26, I_QJ 40.13' I 13+03.37 53.70' RT 32.00.'.__ I I I I I X '~ - J -;, 13+40.41 / 38.00' RT ~ - SHEET OF C 0 "' E 0 "' (I) Q) >-, 0 7 E 0. <D 0 N <D .0::::.. r-- '------ (') 30 0 CTJ 0 I n 0 I u / (/) f--w w :r: (/) / Cc (') z w / 0 0 '° 0 <D 0 3: w z N / 2 R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 CIVIL PLAN INTERSECTION DETAILS 9 3 3 3 3 3 3 3 3 ----E ------E ---- 0.29% '.;.! Si (0.37%) -1 l"$- CA-N --J __ --..'.:!_ :ft;jy _J -----T T T ----T 12 --Riw W. BA BOA BOUL~VAR ------------------------ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 811 ~\ 0~ M------------ ~ I I II I \ ~ I --/ I -76~ ·"" I - ~~-LT I l I 0 L...J I ' ___J -' z,53'.... Ft I --~ -----~--------------TT ____ ... ---' " " -- !~1------ 7 i 7 - - - l l I VJ I I I I 15' 15' L__,,_'.........::::::::::::::'......_.Q~_J~__.,.J___¥~25 (~.23%) {)0----- PALM A 14' 14' 100+00.0 BALBOA BLVD = 0+00.00 12th ST A AC PVMT A -I PALM EX R/W --SL ------, cui,sT.--:c_L -T __ (0.4%) -~EXR/W CONSTRUCTION NOTES= CD 0 (j) ® ® @ @ @ @ @ CONSTRUCT TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN STD-182-L. CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182-L AND DETAIL ON SHEET 3 (WITHOUT AC PATCHBACK). CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN STD-182L (WITH AC PATHBACK). CONSTRUCT 9" THICK CONVENTIONAL AC PAVEMENT OVER COMPACTED NATIVE SOIL CONSTRUCT 4" MIN. PCC SIDEWALK OVER SUITABLE COMPACTED NATIVE SOIL PER CITY OF NEWPORT BEACH STD PLAN 180-L. COLOR, SCORING AND FINISH PER LANDSCAPE PLANS CONSTRUCT 7" PCC PAVEMENT WITH FIBER REINFORCEMENT OVER COMPACTED SUITABLE NATIVE SOIL. COLOR, SCORING AND FINISH PER LANDSCAPE PLAN. FIBER REINFORCEMENT PER SPECIFICATIONS. CONSTRUCT SIDEWALK ACCESS RAMP WITH TRUNCATED DOMES PER CITY OF NEWPORT BEACH STD PLAN 181-L-B (CASE H UNLESS OTHERWISE INDICATED ON PLAN) CONSTRUCT 10" PVC (SDR-25) STORM DRAIN PIPE CONNECT TO EXISTING STORM DRAIN PER STD. PLAN FOR PUBLIC WORKS CONSTRUCTION (SPPWC) PLAN No. 335-1 (CASE PER PLAN) CONSTRUCT 24"x24" GRATE INLET CATCH BASIN PER DETAIL ON SHEET 3 CONSTRUCT FRENCH DRAIN PER DETAIL ON SHEET 3 CONSTRUCT PCC U-CHANNEL PER DETAIL ON SHEET 3 INSTALL PAVEMENT STRIPING PER STRIPING PLAN. SAWCUT AND REMOVE EXISTING RAMP, SIDEWALK AND CURBS AND CONSTRUCT NEW ACCESSIBLE CURB RAMP WITH RETAINING CURBS AND TRUNCATED DOMES PER CITY OF NEWPORT BEACH STD. PLAN 181-L SAWCUT AND REMOVE EXISTING PORTION OF CONCRETE RAMP AND INSTALL TRUNCATED DOMES PER CITY OF NEWPORT BEACH STD. PLAN 181-L DISPOSITION NOTES 0 PROTECT IN PLACE (ITEM AS INDICATED) ~ REMOVE (ITEM AS INDICATED) 17th STREET I 12th STREET @] ADJUST TO GRADE (ITEM AS INDICATED) @] RELOCATE (ITEM AS INDICATED) \ 25 CASE J u I----------------~.__J~-io --- + ~"' B CXJ r--r--z co a, "' "<SQ.== ~~f.==1~~a -=-----u, $:t:1 - ~ u} ' \ \ 19th STREET 20· 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1 " = 20' - 72+k.40 BCR 489 LT 72+33. TC/7.37 FL 3!Ul'---L END TAPER B 7.70 TC/7.29 FL 72+24.93 45.0' LT BEG TAPER JOIN EX (7.57) TC/(7.25) FL EX R/W (0.2%) 31.00 LT (7.61' E1'2+38.41 ECR 7.71 TC/7.31 FL 7 =ccc---Ci),lV _____ 0 -TCATV Q N I ONST CL STRIPING & RESTOR SURFACE 72+62.42 BALBOA BLVD = 72+48.321 51.0' LT JOIN EX I I I I (7.53) TC/ 17.3 ) 1 ..... "';;!;F'i'=F"",--,--;==;==;==;=!=;==;==.!f----l -'\.,---------/------, ________ _ ------· ~ t!:.,3~+jlO,),:la]l91!,Cr.6]ATV:L::;;:;:===;==--_C.:: CAJ\/ -----:::r . o' ITT, JOIN EX TC 8.05') 10 EC I 72+90.89 PCC 9.9 RT ---'c'.,1------,-.t-~ 8.14' TC 6' 72+99.51, 45.0' RT END TAPER, JOIN (7.84) TC/(7.44) FL (0.35%) BEG TAPER EX R/W I -- - r -. §-- ~ E OLJ ~vv ••• PLEASE SEE STRIPING PLAN FOR REMOVAL OF EXISTING STRIPING. HATCH / LINE LEGEND - - -SAWCUT LIMITS -----RIGHT OF WAY FULL DEPTH PAVEMENT AC PAVEMENT REMOVAL 95+5k.45 BALBOA BLi = I I I Ii I ~~L w I ' 10+00.00 13t ~,, 6 I ~ r ' . ,. / . .__ ,\I I ) C/111, I I , , ,I@ fri ~--"._,/u t --> " I '1, i ~I ~ ' . ·; < C " D l,11 D h -' '--. ./ nu, ,mil i ~ -ro,v-e:- !r l.00' LT ' ib ~ND TAPER -I '.49' Tt 6+14.68 1/4 95+91.t l ~ 2.00 LT 9.00' LT ':-PVMTI li3 I( 3) c i> IAt'tt< 1 JOIN EX ~ ii ou11, t}I '~ • "'2) ~.47') TC (7.55') r1 as as 1 "\. as 1 96+25.19 ~I "-. -~ 2.00' LT as - ~ r -.i r,;-iMi\o,c 22 I I ~'" ;t. -"' ---+=-{-0..',,5%)_.__;i...-r c)(l:,1:NG CB -A ~I -~ ,I' ", ~6'-~0v ~ '-._ (6.99 ) FL LJ =" -;;:---i'J .c/ ,L ' . ~ I.• '.l;;i ~ -LJ > 0 ' 0 ,J >· ' • 's'l ._J_, ~T ' -,-' --' -~ ' ' ' ----"rCONST--CL H " T T '\C&,. Bl '\ ~ L ~ /1 v -'\ !lp-+c-2-4,96 T ---- I ± 2.00' LT A I w ~ • l,C > I Ill (6.92') FL " u ~ II E -E -- E ----z:;;---------------E -"" f-----) .. __ -TX f---BJ7 / ,, y ,... ""\ ' ~- (0.28%) -- ~' --"" < / '---. ' r • ~I ' ' I ' : ~ -~ I -- C 0 "" E 0 10+00.00 18th ST b . BAL : OA BOULEY AR 14' 14' 7.82 TC/7.46 FL 72+96.93 ECR 39.1 RT 7.83 TC/7.47 FL 72+76.41 BCR ~ I y ( =EX R/W ) I "- v~~-\;', (0!.28% ~ 0 \ = 1 • I I r1 _D__ '?;'; . A ,_' ,_ ,/ I I I 18th STREET 49.4 RT 8.00 TC/7.50 FL 72+76.42 56.4' RT JOIN (8.02) TC/(7.52) FL w. BlLsoA BOULEVARD 14.70'.__ 13.3l J I 2: I 13th STREET 6 (') 30 0 m 0 I "' 0 I u / (/) f---w w ---------..... -----------------------------------------------------------------------------------1:r: p S O M A S ,__D_+-1_1_;_17_/_1_6-+-R_E_co_R_D_D_RA_w_1_NG_s ___________ -+-------1 ~ <;;i~ESS w J. '"' ~ No. 38832 Exp. 3--31-1 c, 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 z w / 0 0 '° 0 cO 1----l------l------------------------+--------lr:-::=-c::::-----r-::-::-,,,..,.,---+----------------------,--------tO DESIGNED: DRAWN: ~ 11/17/16 SB STAFF >--------------1fi DATE NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / TWO WORKING DAYS BEFORE YOU DIG • MH 11 17 16 ____________________________________________________________________ ....., ______________________ ..... __________________ ....._ __ ___, _____ ....., __________________________________ __.:a; R-6061-S 53 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY IMPROVEMENTS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION C-6341 CIVIL PLAN INTERSECTION DETAILS 9A 3 3 3 3 3 3 3 --. Q D ~ D X ~- NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert V ~~f 0:' ' Call: TOLL FREE 0 ~ - 811 TWO WORKING DAYS BEFORE YOU DIG 65+ 22. 40 BALBOA BL VD = 10+00.00 2oth ST BOULEVARD -,.,._ I I \ I I \ \ \ L-----. i\ I I\ \ 14th STREET __Q_ I I f1!i- \ ' ' ' ' I I I CJ I ~ --" < \ ~ "'· -:i I ' ' \ I 20th STREET 20· 10' o· 20· --111-ITS- I 0 -w ---= ---------CATV -16 'W-_ ·--CAN- T -=-, ---------r =--- E ---------.... ------T -----E ------------E ---- - 40' -21"S-~ ----E- CA fI=c=== - - -- -SCALE IN FEET SCALE: 1 • = 20' - ' 7 1 -------==-------==: -----==: ---------------=: W. BALBOA BOULEVARD 1 Tr -I I row I 0+00:{)~ST !Js I \ \ \ \1......--~L \ -- E STRIPING I 16th STREET 21st STREET i \11 \1 ~ I I ~ \ BOLLARDS A TRAF. SIGNAL A McFADDEN PLACE I I I I ---------( -------- --------E --------~ ---= -~ _8 --=-- CONSTRUCTION NOTES= INSTALL PAVEMENT STRIPING PER STRIPING PLAN. SAWCUT AND REMOVE EXISTING RAMP, SIDEWALK AND CURBS AND CONSTRUCT NEW ACCESSIBLE CURB RAMP WITH RETAINING CURBS AND TRUNCATED DOMES PER CllY OF NEWPORT BEACH STD. PLAN 181-L SAWCUT AND REMOVE EXISTING PORTION OF CONCRETE RAMP AND INSTALL TRUNCATED DOMES PER CllY OF NEWPORT BEACH STD. PLAN 181-L DISPOSITION NOTES 0 PROTECT IN PLACE {ITEM AS INDICATED) ~ REMOVE (ITEM AS INDICATED) @:) ADJUST TO GRADE (ITEM AS INDICATED) @] RELOCATE (ITEM AS INDICATED) ••• PLEASE SEE STRIPING PLAN FOR REMOVAL OF EXISTING STRIPING. HATCH / LINE LEGEND - - - -SAWCUT LIMITS -----RIGHT OF WAY FULL DEPTIH PAVEMENT AC PAVEMENT REMOVAL <;;i~ESS w J. '"' ~ p S O M A S ,__6_____,_1_1 ;_17_/_1_6 -+-R_Ec_o_R_o_o_R_Aw_1_NG_s __________ -+--------< No. 38832 Exp. 3-31-1 c, 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 11/17 /16 DATE NO. DESIGNED: DRAWN: SB STAFF DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MH 11 17 16 SHEET C 0 '" E 0 3: ai (I) >, 0 7 E Q_ -0 N cO c::::._ " c::::._ -- ('.J 5' 0 -a,: m 0 I -tj- 0 I u / (/) f---w w :r: (/) / Cc ('.J z w / 0 0 '° 0 cO 0 3: w z N OF / 2 SIGNING AND STRIPING GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. ALL LIMIT LINES, CROSSWALKS, AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROJECT. 2. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 3. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. 4. REMOVE ANY CONFLICTING STRIPING PER CITY STANDARDS AND RESTORE PAVEMENT SURFACE. 5. REPAINT ALL EXISTING PAINTED CURB AND PARKING "T'S" ALONG THE PROJECT LIMITS FROM STATION 62+75 (21ST STREET) TO STATION 99+60 (12TH STREET). FIELD VERIFY AND MATCH EXISTING COLORS. STRIPING CONSTRUCTION NOTES: G) REMOVE AND REPLACE SIGN AND POST. @ 4" SOLID WHITE LINE. G) REMOVE EXISTING SIGN AND POST. (2) INSTALL PAVEMENT MARKING. @ INSTALL NEW SIGN ON EXISTING POST. @ INSTALL NEW SIGN AND POST. @ 12" WHITE CROSSWALK WITH 12" 45' WHITE DIAGONAL @ 6' SPACING. Q2) REMOVE EXISTING SIGN AND REPLACE WITH NEW SIGN. @ RELOCATE SIGN ON NEW POST AS SHOWN. @ 12" WHITE CROSSWALK/LIMIT LINE AS SHOWN. @ 12" YELLOW CROSSWALK WITH 12" 45' YELLOW DIAGONAL @ 6' SPACING. ~ PROTECT EXISTING SIGN. , , I 13 PARKING 8: 3~AM 12: 3OPM I IIEllAIS • -- RJOA(CA)(MOD-1) EX R/C W. BALBOA BOULEVARD EX. R1-1, EX. SNS, EX. R6-2 I I EX. EX. EX. SIGN LEGEND PARKING 8: 3OAM ID 12: 3OPM • 'tEJ£3JA1'S • -- PARKING 8: 3~AM 12: 3OPM .... . -- PARKING 900 12" AM 10 PM MONDAY -- RJOA(CA)(MOD-2) RJOA(CA)(MOD-J) RJOA(CA)(MOD-4) I \ EX. R/C ----------1 0 --------------TYPE K -1 EX. R/C EX. R/C PARKING 1 NEWPORT PIER BUSINESS DISTRICT EX. R5-1 4 EX. R6-2 EX. R/C (CA) EX. R/C EX. R/C EX. R/C BETWEEN PARKING r's (TYP.) EX. R/C _j_ ~ C L 0 L I I \ 19 EX. R61 (MOD) W. BALBOA BOULEVARD PARKING 9:,::,:.12~ l\JESDAY -- RJOA(CA)(MOD-5) EX. PARKING 900 12'' AM TD PM l\JESDAY RJO(CA)(MOD) .> ~ :t,. ~ t ~ EX. R/C EX. R/C I LEGEND SIGNALIZED INTERSECTION 4 EX. RJ-18, 9 TYPE K-1 (CA) R6-1~ -- ( EX. R/C BETWEEN PARKING T'S (TYP.) TYPE K r 7 C T EX. R/c~----- EX.RC ~ / ~ ---------EX. R/ C ----- R/C I EX. R30A(CA)(MOD-1) 4 EX. BUS STOP W. BALBOA BOULEVARD L ... ... 19 M4-4, R3-3, R6-2, ~:;,{ --TYPE K-1 R 6 ----t.2, .J L R3-3 (MOD) NEW R/C :W. BALBOA BOULEVARD I I I I I I I I EX. RJOA(CA)(M~f:_-3) ~ --LE_x_. RJOA(CA)(MOD-4) ---.cv~--ct t--t -H ~---f.::=___'.:EX. R/C LEX. S2-1, ------------X. S4-3P EX. R/C '---_,,, ______ --R30A(CA)(MOD-4) 1 NEW R/C EX. R/C NEW R/C EX. R30A(CA)(MOD-3) 4 EX. R1-1, EX. R/C EX. R5-1, 4 EX. 6-2 1 r T 11· ~ I 1 I -I I .L I f-"=i-t-r-rn I ~ -=-·---·--·-----!-. __ '_!J_ __ - -_-.::..___g__ :-: r T EX. R/C --- EX. R/C + EX. R30A(CA)(MOD-1) .L J EX. R/C --- EX. R30A(CA)(MOD-1) EX. BUS STOP EX. __ [13-4~ 21 TYPE K-1 (CA) 9 1 r J I TYPE K-1 (CA) 9 EX. R3-18 EX. R/C EX. R/C I-w w 0:: I- en I I- 'Q' ...... I-w W. BALBOA BOULEVARD w 0:: I- en I I- ...... ...... 4 EX. R1-1, EX. SNS ----------- 1 SW24-1 (cAr -- ' 0 · 11 ~ NE;.W R/C_ _/ = · EX. R1 C EX. R/C .L .L EX. R30A(CA) (MOD-4) EX. R/C-._______ ~ ~ ,_ , ~EX. SW24-2 (CA) EX. SNS, EX. R1-1, EX. R30(CA)(MOD), EX. R38(CA)(MOD) EX __ R30A_(fA) ~ T (MOD-5) a R.307'.{-CA) ;.;;;; (MOD-5) l r -, l r -, l .L J I .L J I .L J ----EX. f!JOA(CA)(MOD-4) R30A(CA)(MOD-5) EX. R/C BETWEEN PARKING T'S (TYP.) r -= =-< ~EX. R30AfCA) -, l r (MOD-5) -, l r -, J I J I .L ____ EX. f!_~_OA(CA)(MOD-4) R30(CA)(MOD), 1 3 MIN. & 1 HR LIMIT SIGN 4 I J EX. R/C EX. R/C ,_ UJ UJ {E (./) iE ~ ,- EX. R/C-_,,, I 21 I I I I 4 EX. SNS 10 SW24-2 (CA) R/C ------ NEW R/C -'----EX. R3-4(MOD) ---@TYPE K-1 (CA) ____ EX. BUS --STOP ---f------.--J l r .L EX. EX. R/C 4 EX. R/C ,_ UJ UJ {E I I I (./) I iE I C\/ ,- I I I EX. R/C 4 EX. SNS EX. R/C --- EX. R.3-18 EX. R2-1(30), EX. R6-2 EX. R1-1, 4 EX. R30A(CA)(MOD-1) EX. SNS EX. R/C 0 20 40 80 SCALE: 1''-40' (I) (I) "' 0 L -" E 0 n N m 0, s u (/) (/) I 0 u r--. ;;: 7 / N -n IXJ I _c "" _o :, I]_ u <( / Q_ E G) ~ / 0 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. C-5541 g r----::::::~::::::---,--;:::;;::;::;:::----------T>~n-""."'."-::-:--::-:---r===--=::-:=::------------"T--,---------r-----------------------------1~ 1"-""P-PA-8' w 11/17/15 RECORD DRAWINGS 15TH STREET/ BALBOA BOULEVARD i Underground Service Alert ,o:E '0c Call: TOll FREE 811 TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWINGS These Record Drawings hove been prepared based on Jlformotion submitted, J1 part, by others. ""11e this lnfromatlon Is bellewid to be rellable, City of Newpcrt Beach ls not responsible for its accuracy, nor the errors or omissions which moy hove been Incorporated into these plans as a result. TERIS"=-REVITALIZATION ROADWAY IMPROVEMENTS ! 1700C&m0fll".4,enw,8"ito,f(J() SBnl8 Ang, GA 1J'll(}!H;M1 Pllor>,:fll4!1)27M-(6(J kl<: /949}270--!J4</1 10/22/2015 PAUL FRISLIE, PE RCE NO. 72982 DATE SIGNING AND STRIPING PLAN BALBOA BLVD FROM 12TH ST TO 14TH ST AND 17TH ST TO 21ST ST G.) "' 0 L _y l---+-----+------------------+-------l-::-::-::::::-:=::----,:,::-:-::-:-,----t-----------------------.---------1/ DESIGNED: NK DRAWN: JS CITY OF NEWPORT BEACH f--R_-6_0_6_1_-_S----lj NO. DATE DESCRIPTION OF REv1SIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 53 / PF 10 26 15 u SIGNING AND STRIPING GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. ALL LIMIT LINES, CROSSWALKS, AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROJECT. 2. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 3. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. 4. REMOVE ANY CONFLICTING STRIPING PER CITY STANDARDS AND RESTORE PAVEMENT SURFACE. 5. REPAINT ALL EXISTING PAINTED CURB AND PARKING "r's" ALONG THE PROJECT LIMITS FROM STATION 62+ 75 (21 ST STREET) TO STATION 99+60 (12TH STREET). FIELD VERIFY AND MATCH EXISTING COLORS. STRIPING CONSTRUCTION NOTES: G) REMOVE AND REPLACE SIGN AND POST. @ PAINT CURB GREEN WITH TIME LIMIT IN WHITE LETTERING. @ 4" SOLID WHITE LINE. G) REMOVE EXISTING SIGN AND POST. @ DOUBLE YELLOW LINE (DETAIL 21). @ INSTALL 4" BLUE DIAGONALS AT 3' 0. C. (J) INSTALL PAVEMENT MARKING. @ 12" WHITE LIMIT LINE. @ INSTALL NEW SIGN ON EXISTING POST. @) INSTALL NEW SIGN AND POST. GJ) CHANNELIZING LINE (DETAIL 38). (U} 72" WHITE CROSSWALK WITH 12" 45" WHITE DIAGONAL @ 6' SPACING. @) INTEGRAL COLORED CONCRETE PAVING PER LANDSCAPE PLANS. Q2) REMOVE EXISTING SIGN AND REPLACE WITH NEW SIGN. @) REMOVE SIGN AS SHOWN. @ RELOCATE SIGN ON NEW POST AS SHOWN. @ 12" WHITE CROSSWALK/LIMIT LINE AS SHOWN. @ EXISTING PAVEMENT MARKING. PROTECT IN PLACE. @ PAINT CURB BLUE. ~ PROTECT EXISTING SIGN. @) PAINT CURB RED. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ~~," Call: TOll FREE 811 SIGN LEGEND PARKING PARKING 8: 3OAM 8: 3OAM ro • 12: 3OPM 12: 3OPM I IIEllAIS • --• 'tEJ£3JA1'S • -- RJOA(CA)(MOD-1) RJOA(CA)(MOD-2) -----EX. R30A(CA)(MOD)~ w i ' + i ' T 7 r T 7 r T R3-18 R2-1 (30), 10 R6-2 7 PARKING PARKING PARKING PARKING 8: 3~AM 900 12" 9:.::,:.12~ 900 1200 AM 10 PM AM TD PM 12: 3OPM MONDAY l\JESDAY l\JESDAY ..... -------- RJOA(CA)(MOD-J) RJOA(CA)(MOD-4) RJOA(CA)(MOD-5) RJO(CA)(MOD) LEGEND 0 SIGNALIZED INTERSECTION EX w "PUBLIC RESTROOMS" SIGN LI"} 0.: I >--~cri~ EX. "PUBLIC DOCK" SIGN, 4 WARNING S/GN(2) 7AM T 6PM (35') 10 ST. NAMES, R1-1, 7"-,,.,,..-""c:___-.--!_?30A(CA)(MOD-1) 12' 15' 15' 17' s· 10 R30A(CA)(MOD-3) EX. NOTICE SIGN, "PUBLIC 4 RESTROOMS" SIGN (2) "NO A THROUGH STREET" SIGN, 18 0 8 0 --------~ R7-710 NEW R/C 15' s' 13• 11' I EX. R30A(CA)(MOD-2) ~ I 3 3 ~-, (TYP~.) _ __, IJ.:'.'.:.-J'...---~R~ POLE COMPLETE -in a.: ~--j co~ ~--J 1 0 R1-1 - 0 7--tt+-----++------ I I' 18' 17' 3' ---1 0 10 R30A(CA)(MOD-3) .--+----,RS POLE COMPLETE 1- UJ UJ 0::: I--en I I-- LO ...- W. BALBOA BOULEVARD ~ (TYP.) R30(CA)(MOD-3) 9 , , EX R/C .._ ... ... ... YPE K-1 EX. R30A(CA)(MOD-3) r T 1 r T .L a ' .L EX. R30A(CA)(MOD-1) ... ... ' r T a ' ... ... ... EX. R30A(CA) 4 ---(MOD:.:3) ' r T ' r ... ... ... EX. EVA CUA T/ON SIGN 18 ... ... ... 0 MIN. LIMIT OM 7AM TO PM (~22') .NEW E?/C JOIN EXISTING STRIPING ~ -------- ----c-~--"-1---11 EX. R30A(CA)(MOD-3) N I T ' r «) ___Jj □ 0 EX. "DO NOT BACK INTO SPACES" SIGN 4 NEW R/C EX. NO SKATEBOARDING SIGN (2) 4 ~~ EX. "DO NOT BACK INTO SPACES" SIGN 15 MIN. LIMIT 2 FROM 7 AM TO 6PM ( ~22') 3 (TYP.) I NEW R/C EX. S4-3P, 4 EX. R2-1, EX. S4-2P NEW R/C REMOVE EX. R30A(CA)(MOD-3)~ R/C --i--------- -Lf) - - JOIN EXISTING STRIPING 9 R99(CA) N N 18 EX. NO SKATEBOARDING SIGN \.'./,--,L-lc-s;.lf<;"'C,' EX. "oo NOT BACK INTO SPACES" SIGN -cr-,L,-,.1'.-;s, 9 A T ' r =-------=--- .L ' W24-3 (CA) 1 11 h-____ TYP.) 65') R1-1, 5 7 "NO PARKING IN ALLEY" SIGN (80') 4 EX. "DO NOT BACK INTO SPACES" SIGN 0 20 40 80 SCALE: 1"=40' (l) (1) "' 0 L -" E 0 n N a, "' $ D 1/l 1/l I 0 u r--- -tj- --, / N -n OJ I _c m _o :J 0.. u <{ / 0. E (l) ~ / 0 C-5541 8 r---::~~==---T---:::::==:---------7r:--~r:-::-::-:--r::::;=::--:::--:-------------r--T--------.---------------------------,~ Pl.ANS PREPARED BY: ~ w 1 /13/15 ADDENDUM NO. 1 RECORD DRAWINGS These Record Drawings hove been prepared based on iiformotlon submllted, n port, by others. 1'1111e this infromotion is belieVl:!d to be reliable, City of Newport Beach is not responsible for Its accuracy, nor the errors or omissions which may hove been Incorporated Into these plans as a result. lTERIS°=-w 11/17/16 RECORD DRAWINGS 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 0 D 0. 0. 0 / (l) (l) "' SIGNING AND STRIPING PLAN 1700C..,,ogioA__,.,Suit,,100 0 SonlaAn~,C11=5-5/i51 !..... -~) 27Q-9480 ..:::£. BALBOA BLVD FROM 15TH ST TO 16TH ST FIIX: (949) 270--9481 / cfJOL-,') Q 10/22/2015 j DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6061-S NK JS L..!.TW~O~W~O?R~KIN~G~D~A~YS~B~E~FO~R~E1Yo~U~D~IG:.._L _______________________________________________ _L __ ..::::::~:::.--...1~P~A=UL::.:.:FR:IS:Ll:E,~P~E...::R:CE:.:.::N0:·~7:29:8:2_....::D:A:TE~-L.:::::;.L....:::.:.:.'.:.....J.~::::.::..:::.::'.:..::~::::----------J.::::::::.::~---....l:ll._...1~2LJ1!. ____ .:..::::.:::::.::.:.:.:::.:::::..:::.::::..:..::.:.:.:::.::.:.. ___ .L.::::~..!.!..::..~~~ NO. DATE DESCRIPTION OF RE'v1SIONS APPROVED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET 11 OF 53 PF 10 26 15 AWG SIZE 12CSC VEH-PED CONDUCTOR SCHEDULE 1,6,6P 4 2 8,4P 3 8,8P 6 PROPOSED PHASE DIAGRAM ._ __ - -__. ¢1 (N) ¢2 NOT USED ¢3 I l . ¢4 1 ===c:Tc:;O~TAc:;L~CA~B;,;L;E;S======~~~~~~~*=~~~~~~ * SPLIT PHASE OPERATION ;= ¢1 1 (N) = NEW PHASE WARNING SIGN -------.!i.!1 TYPE B DLC 10 12 12 ¢2 4 4 ¢4 2 2 2 2 ¢5 2 4 2 2 TOTAL 2 2 5 5 2 14 I LUMINAIRE 2 2 2 2 2 2 2 ISNS I MONUMENT LIGHTING 2 2 0 1 <( I!'. u "' A -A ECR EVP CABLE 2 2 4 POLE LOCATION DETAIL CCTV CABLE CAT5 (WIRELESS ANTENNA) 6 SMFO IN 12/10 MICRODUCT I -1R CONDUIT SIZE 3" 3" 3" PERCENT FILL (%) 12 19 25 1 12 1 11 17 ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS EXCEPT WHERE SHOWN: R = REPULL ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. G/C, 30 MIN. LIMIT FROM 7 AM TO 6 PM (~90') r-w w a: .,_ Cl) I .,_ LO ~ ALL CONDUITS ARE NEW EXCEPT WHERE SHOWN:-(E) = EXISTING / EX. R30A(CA)(MOD) EX. EVACUATION SIGN, POLE COMPLE / l __'.'30(CA)(MOD) ~ -~-----'I----~'° ---zy .JI.. .L EX. 1.5"C, I I I POLE CO PLEf R1-1 R30A(CA)(MOD) MATCH LINE SEE BELOW RIGHT D 0 <D 3"C, 1#10 TRACE WIRE (FUTURE COMMUNICATION) & PULL ROPE R1-1 "ADOPT A BEACH" SIG "PUBLIC DOCK" SIGN, WARNING SIGN(2) POLE SCHEDULE POLE DAT A SIGNAL i--=L'-"U-'-"M"'-1 N;_:_A=I R=E-+------'-P---=O;=LE=-----+-~S~I G~N~A---=L~M~O~U_N_T~I N_G __ -+------c-p P_B----',-B---cP---cB~---i TYPE EIGHT MA MA LED* A B POLE MA PED i/J QUAD IISNS ** 26-4-100 30' 35' 15' 130W 3 8.5 SV-1-T 2 MAS SP-1-T 4/-E/-15th St 1-A 1 o· 11. 5 4 TV-1-T SP-1-T 6/-S/- 17-3-100 30' 15' 15' 130W 1.5 5 SV-1-T MAS SP-1-T 6/-s/-Balboa Blvd*** 1-A 1 o· 9.5 5 TV-1-T SP-1-T 8/-W/- 26-4-100 30' 35' 15' 130W 5 8 SV-1-T 2 MAS SP-1-T 8/-W/-15th St 1-A 1 o· 3.5 4.5 TV-1-T SP-1-T 2/-N/- 17-3-100 30' 15' 15' 130W 4.5 5 SV-1-T MAS SP-1-T 2/-N/-Balboa Blvd*** 1-A 1 o' 10.5 4 TV-1-T SP-1-T 4/-E/- ALL EQUIPMENT IS NEW INCLUDING ALL MOUNTING BRACKETS, HARDWARE AND FRAMEWORK EXCEPT WHERE SHOWN: (E) = EXISTING, (R) = REMOVE *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-H3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISIONS. **IISNS SIGNS SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. ***SINGLE PANEL IISNS SIGN WITH BLANK BACK SIDE. D 6J ,.--...,,.--,,---v-,,.---.._,----./----._'.,' UBL/C RESTROOMS" SIGN 0 15' 35' ( 4) 7 8' 13' ( 4) "" s I N 1 o· 32' 17' 11' 18 18' 7 >, L 3"C, 1#10 TRACE WIRE (FUTURE COMMUNICATION) & PULL ROPE EX. CONDUIT, 48-SMFO, 6-SMFO, 1-#10 TRACE WIRE ..,._,,,-+--+--R30A(CA)(MOD) RS SIGN & POST 8 EX. CONDUIT, 6-SMFO, 1-#10 TRACE WIRE 8 CB RS POLE COMPLETE R99(CA), R7-8b '° 2 2 MONUMENT LIGHTING HOOKED UP IN EX. STREET LIGHTING SERVICE PEDESTAL ST. NAMES, R1-1, J;;;;'RJ"\i~ lit~?':,'!~~:------R 30A (CA )(M 00-1) MATCH LINE SEE ABOVE LEFT BALBOA BOULEVARD 140' TO 7 (2) LIMIT LINE 2-¢6 (~1 ~ CONSTRUCTION NOTES (THIS SHEET ONLY) DJ FURNISH AND INSTALL NEW #6 PULL BOX. [lj FURNISH ANO INSTALL NEW #5 PULL BOX. IT] REMOVE EXISTING PULL BOX. [TI RELOCATE EXISTING DOME CCTV CAMERA ANO EAST FACING WIRELESS ANTENNA TO NEW POLE. @J RELOCATE EXISTING OPT/COM 721 DETECTOR TO NEW POLE. COMPLETE ALL CONNECTIONS FDR INTENDED OPERATIONS . []J FURNISH ANO INSTALL LEAD DETECTOR LOOPS PER CITY STANDARDS. IT] FURNISH ANO INSTALL TYPE E DETECTOR LOOPS PER CITY STANDARD. []] [[] PROTECT IN PLACE. FURNISH ANO INSTALL 3" PVC SCHEDULE 80 CONDUIT WITH PULL ROPE FOR FUTURE USE. NEW 2-DLC 0 T.,,--v--v---v---'v'--..,,.--...,--...~y---.._,...~----.._,----(1,.--...,.--.._,.--v---v-----.,.-v,....._,----..., 7 T co 7 , T '-1,A._..A..._,,._..r~-'---1--,,..__./'1_......._./'~ 7 (5) 7 , T 1-\06 ' ( ~) V ___, ' : 7 [ill INSTALL CAL TRANS TYPE D BICYCLE LOOP DETECTOR. 50-_ 0 1-¢5 1-¢2 (5) 7 2-¢2 140' TO (2) 7 LIMIT LINE N N GENERAL NOTES (FOR THIS SHEET ONLY) 1 . CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO WHEEL TRACKS). CROSSINGS ARE ALLOWED. 2. LOCATIONS OF WORK ELEMENTS SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE CONTRACTOR. 3. PULL BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 4. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 5. THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UTILITIES. 6. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK. 7. A 12" (305 mm) VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' (1,524 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 5' (1,524 mm) (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, G/C, 25 MIN. LIMIT FROM 7 AM TO 6 PM (~25') SIGN & RS POST UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 5' (1,524 mm) CLEARANCE FOR ALL OTHER FACILITIES. G/C, 25 MIN. 8. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS ACCORDANCE WITH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERl'llSE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 9. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 10. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. LIMIT FROM 7 AM TO 6 PM (~22') Underground Service Alert ~4),'" Call: TOll FREE RECORD DRAWINGS These Record Drawings hove been prepared based on iiformotlon submllted, n port, by others. 1'1111e this infromotion is belieVl:!d to be reliable, City of Newport Beach is not I I 6 (3) 11• / N N 1-¢1 J ...l '° EX. 1.5"C, NEW 2-DLC ~ c--:, = = = ,------~ c--:, = = = ,------ --f-' ------.-~-'s------_____,,._ __ \ EX. G/C '-. '°" EX. OCTA BUS STOP 3 MIN. LIMIT SIGN EX. R30A(MOD) EX. MIN. LIMIT SIGN T =--= = ~ =--= = ~ ' ' ' ' -e- [_i] FURNISH ANO INSTALL BATTERY BACK-UP SYSTEM IN SEPARATE ENCLOSURE. MOUNT ONTO EXISTING TYPE P CABINET. Ii] EXISTING ASC/3 CONTROLLER ASSEMBLY IN EXISTING TYPE P CABINET TO REMAIN. MODIFY ANO CONNECT ALL WIRING TO CONTROLLER CABINET FOR THE INTENDED OPERATION AS SHOWN IN THE PROPOSED PHASE DIAGRAM. [j] COMPLETE ALL CONNECTIONS WITH MONUMENT LIGHTING WIRES TO EXISTING PHOTOCELL IN SERVICE CABINET. [±j FURNISH ANO INSTALL REAR GALAR SHIELD PER MANUFACTURER SPECIFJCA TION. POLE COMPLETE RS - AB SEE DETAIL 'A" 8 CB ~--'r _J (2) B co s I N 11. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 12, 17' 18' 11' 13' __ 17_'_7 1 ~~ ',l,___ __ ~38c._' __ -----jo-J,-'<:t-t-::-::.-"'38'-'------+"41=-22''---1. II]] 9 (FUTURE) ' 1 oo' 12. TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. CONTRACTOR SHALL LOCATE ALL TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENCHING OR BORING. PROVIDE 3' (914 mm) SEPARATION BETWEEN NEW CONDUITS AND ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS AND 3' (914 mm) FROM ALL TRAFFIC SIGNAL CONTROLLERS AND PULL BOXES. ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED. co B- l 0 N 13. AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED CONDUCTOR, IN ADDITION TO OTHER REQUIRED WIRES FOR FUTURE USE AS PULL/TRACE WIRE. 14. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED CONDUCTOR, IN ADDITION TO OTHER REQUIRED WIRES FOR FUTURE USE AS PULL/TRACE WIRE. CONNECT WIRE IN PULL BOX WITH SPLIT BOLT CONNECTOR. 15. ALL NEW CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS. 9 (FUTURE) 16. PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTRACTOR SHALL CLEAN THE EXISTING CONDUIT WITH 6 POLE RS COMPLETE DETAIL "A" SCALE: 1 "=1 O' / 1213 11 '" Q) -0 L "' E 0 -tj- N m <.D ~ ~ 0, " u (/) f- l 0 u r-~ "" ---, / I}!; 0 0 / (/) z <( _J o_ / 0 <( u / ~ '" '" L ~ (/) b L.___I _·, ~,.'-==r--. , ........ '--...--,F===-:__~ A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN PULL A MANDREL THROUGH. SC u 0 '" m ~ L 0 SCALE: 1"=20' C-5541 0. " Q) z 0 u r-~::::::--r-:::==:----~7T"":'":::::-r:;;:-;:;;-;::-:;;;------~-r---~----:-:=-:===:-::-:-:=:-~:--::::-:-:----i~ ~~,-~-•Y w 11/17/16 RECORD DRAWINGS 15TH STREET/ BALBOA BOULEVARD ~ ITERIS'=-REVITALIZATION ROADWAY IMPROVEMENTS f 1700C..,,ogioA__,.,Suit,,100 SonlaAn~,C11lnlll5-5/i51 -~) 27Q-9480 FIIX: (949) 270--9481 0 TRAFFIC SIGNAL MODIFICATION ;;- BALBOA BOULEVARD AND 15TH STREET :;;, 811 responsible for Its accuracy, nor the errors or omissions which may hove been Incorporated Into these plans as a result. 1-----l-----1----------------------l-----r;-;;-;:;;:-:7;-;;:--~;;;;-;-;;;:;:---t---------------------7-~--;;-~~----;:~1:Q cfJO~) Q 10;22;201s DESIGNED: NK DRAWN: Js cITY oF NEWPORT BEACH t--R_-6_0_6_1_-_s----j ~ L~~~~~~~~~~.1 _______________________________________________ ...JL __ ::::::::::::::.... __ LP~A=UL::.:.:FR:IS:Ll:E,~P~E....::R:CE~~N0~.~7=29:5:2_....::D~A~TE~-L.::N:OJ._~D~A~TE:......LD:E:S:CR:IP~T~IO~N~O~F~R:E~Vl:Sl:O~NS:.... _________ ...J~A~P~PR~O~V~ED:.L.c_H_Ec_K-ED_:....,!P~FJ...DA-TE-~:10~2~6w1~5L.. ____ P_u_s_L_lc_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ L,..sH_E_E....,;T1~2;,_o_F_.;;,,,,;53;,..J~ TWO WORKING DAYS BEFORE YOU DIG R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 FOR ADDITIONAL CONSTRUCTION INFORMATION NOT MENTIONED IN THESE GENERAL CONSTRUCTION NOTES, REFER TO SPECIFICATION SECTIONS. CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF CALIFORNIA BUILDING CODE, GREEN BOOK, AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. GENERAL CONSTRUCTION NOTES: AB ANCHOR BOLTS ABBREV ABBREVIATION (S) AC ASPHALT CONCRETE AD ACCESS DOOR ADA AMERICAN WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ALT ALTERNATIVE APPR APPROVED APPROX APPROXIMATE(LY) AWL ABOVE WATER LEVEL BD or BRD BOARD BLDG BUILDING BLK BLOCK BM BEAM BOB BOTTOM OF BEAM BOC BACK OF CURB BOH BACK OF HOUSE BOT BOTTOM BOW BOTTOM OF WALL C/C CENTER TO CENTER CB CATCH BASIN CER CERAMIC CEM CEMENT CIP CAST IN PLACE CJ COLD (CONTRACTION OR CONSTRUCTION) JOINT CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CSK COUNTERSINK DET DETAIL DF DRINKING FOUNTAIN DG DECOMPOSED GRANITE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIR DIRECTION DBL DOUBLE DN DOWN DO DOOR OPENING DR DOOR DWG or DRWG DRAWING EA EACH EOP EDGE OF PAVING ELEC ELECTRICAL ELEV or EL ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST or (X) EXISTING EJ EXPANSION JOINT EW EACH WAY EXT EXTERIOR FAD FIELD ART DIRECTED FIN FINISH FIXT FIXTURE FF FINISHED FLOOR PROJ PROJECTION PTD PAINTED PTF POUND TO FIT PTM PATCH TO MATCH PVC POLYVINYL CHLORIDE QT QUARRY TILE R RISER R or RAD RADIUS RP RADIUS POINT RD ROOF DRAIN RE or REF REFERENCE REFL REFLECTED REINF REINFORCE REQ'D REQUIRED RES RESILIENT RM ROOM RO ROUGH OPENING SCH SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SIMUL SIMULATED SMH SEWER MANHOLE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TBD TO BE DETERMINED T & G TONGUE & GROOVE THK THICK TOC TOP OF CONCRETE or CURB TOF TOP OF FOAM TOP TOP OF PARAPET TYP TYPICAL TOW TOP OF WALL TR TOP OF ROCK UNO UNLESS NOTED OTHERWISE VAR VARIES VEH VEHICULAR VERT VERTICAL VIF VERIFY IN FIELD W WIDE W/ WITH W/OUT WITHOUT WC WATER CLOSET WD WOOD WI WROUGHT IRON WKPT WORKING POINT WL WATER LEVEL WP WATERPROOFING FO FINISHED OPENING FOC FACE OF CONCRETE FOS FACE OF STRUCTURE FG FINISH GRADE FRC FIBER REINFORCED CONCRETE FH FIRE HYDRANT FRP FIBER REINFORCED PLASTIC FD FLOOR DRAIN FS FINISH SURFACE FSD FULL SIZE DETAIL FT FEET FTG FOOTING GA GAUGE GL GLASS GALV GALVANIZE(D) H HIGH HDWD HARDWOOD HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IJ ISOLATION JOINT INSUL INCH IN INSULATION INT INTERIOR INFO INFORMATION LEV LEVEL LT LIGHT LTG LIGHTING LTWT LIGHT WEIGHT MAINT MAINTENANCE MAT'L MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MET METAL MFR MANUFACTURER MH MAN HOLE MISC MISCELLANEOUS MO MASONRY OPENING MIN MINIMUM (N) (NEW) NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OFI OWNER FURNISH ITEM OFCI OWNER FURNISH / CONTRACTOR INSTALLED OFOI OWNER FURNISHED / OWNER INSTALLED OPN'G OPENING OPP OPPOSITE PED PEDESTRIAN PA PLANTING AREA PC PORTLAND CEMENT PCP PORTLAND CEMENT PLASTER PL PLATE PIP POURED IN PLACE PLAS PLASTER PLYWD PLYWOOD POS PURCHASING OPERATING STATION PR PAIR PREP PREPARATION ABBREVIATIONS: ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. NOTIFY OWNER'S REPRESENTATIVE, FIRST, TO REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. PAVING AND SEALANT MOCK-UPS ARE REQUIRED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION, REFER TO SPECIFICATION FOR COMPLETE MOCK-UP CRITERIA. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. VERIFY PROPERTY LINES PRIOR TO COMMENCING CONSTRUCTION WORK. REFER TO NEWPORT BEACH'S STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS AND OTHER STRUCTURES. DETAILED LAYOUT INFORMATION IS AVAILABLE IN ELECTRONIC FORMAT. THE LAYOUT OF ALL THE ELEMENTS OF THESE PLANS ARE LINKED, AND LAYOUT OF THE HARDSCAPE ELEMENTS IS DEPENDENT ON CORRECTLY POSITIONING THE PLANTING ELEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ELEMENTS CONSISTENTLY WITH ALL OF THE PLANS. CAD DRAWINGS IN ELECTRONIC FORMAT WILL BE MADE AVAILABLE AT NO CHARGE. SHEETS 14 THRU 52 ILLUSTRATE PAVEMENT SURFACE TREATMENT, JOINTING, AND OTHER AESTHETIC TREATMENTS. SEE CIVIL PLANS FOR VERTICAL AND HORIZONTAL CONTROL. NOTE: QUANTITIES SHOWN ON PLANS FOR OWNER INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES SHOWN FOR ALL MATERIALS SPECIFIED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 1. THE CONTRACTOR SHALL FULLY COORDINATE WITH OTHER CONTRACTORS AND GOVERNMENTAL ENTITIES WITH JURISDICTION ON THE SITE AS REQUIRED. 2. PROVIDE EXPANSION JOINTS IN ALL LOCATIONS WHERE CONCRETE PAVING ABUTS STRUCTURES, TYPICAL. EXAMPLES WHERE JOINTS ARE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO ALL COLUMNS, POSTS, WALLS AND BUILDINGS. SEE DETAIL 4, SHEET 22. 3. ALL TRANSITIONS, EDGES AND JOINTS TO BE CLEAN, SMOOTH AND LEVEL, TYPICAL. 4. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING HARDSCAPE AND PLANTING INDICATED BY THE PLANS TO REMAIN. 5. SEE HARDSCAPE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND COORDINATION. 6. SUBMIT SAMPLES OF ALL MATERIALS TO OWNER FOR APPROVAL, PRIOR TO INSTALLATION OR USE, SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. HARDSCAPE NOTES COMMENTSJOINTFINISHCOLOR A PAVING TYPE DESCRIPTION PATTERN 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 INTEGRAL COLORED CONCRETE PAVING C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer SAWCUT FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] Existing Wall, Protect in PlaceQ LIGHT SANDBLAST Existing Fence, Protect in PlaceR S T U V B C D E F G H MESA BEIGE SEE PLAN - [AT 15TH STREET CROSSWALKS AND DRIVEWAY] SAWCUTAGGREGATE EXPOSURE W/LT ACID WASH TEXTURE WHITE CEMENT, BLUE COLOR, BLUE GLASS SEE PLAN -----NOT USED INTEGRAL COLORED CONCRETE PAVING SAWCUTLIGHT SANDBLAST MESA BEIGE SEE PLAN [AT 15TH STREET SIDEWALKS] CONCRETE PAVING SAWCUTACIDWASHNATURAL GREY SEE PLAN [AT 15TH STREET SIDEWALKS] CONCRETE PAVING SAWCUTACIDWASHNATURAL GREY SEE PLAN [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER -TM GRIND SEE DETAIL 3, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION CATINA BLEND RUNNING BOND (PARALLEL TO CURB EDGE) - AQUA-VIA BY ACKER-STONE ---- Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer 3'x6' Tree Grate, See Detail 1, Sheet 23 MATCH SHAW & SONS SAMPLE: 15-046 SEE DETAIL 4, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION - SEE DETAIL 4, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION - SEE DETAIL 4, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION - [AT BALBOA BLVD. MEDIANS] CONSTRUCTION ITEMS BY OTHERS SEE DETAIL 4, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION SEE DETAIL 4, SHEET 22 PROVIDE 4x4 MOCKUP PER SPECIFICATION PAVING FINISH SCHEDULE Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 1 MODEL NAME & NUMBER 24"W x 34"H x 73"L SIZE (WxHxL or DxH) Aluminum Texture COLOR Forms+Surfaces MANUFACTURER 2 30"Dia. x 45"H 3 FURNITURE SCHEDULE SLDIS-136, Side Opening with Center Arm Forms+Surfaces Wood Slats Aluminum Texture - 10.6"Dia. x 41.9"HForms+Surfaces Silver Texture Powercoat - Bench -Cordia, SBCOR-72BW Trash Rcpt.-Dispatch, Bollard - Triada, LB TRI COMMENT NOTE: Custom Removable Bollard, Refer to Detail 8, Sheet 23. Bollard installed w/o Lighting components Existing 2"x 6" donor plaques to be permanently mounted on Cordia benches. Contractor to provide shop drawing detailing mounting and location of plaque on wood slats. Plaque to be flush with wood slats. Refer to to Sheet 18 for location of benches with plaques. Surface Mounted per Manufacturer's Recommendation. Refer to Note 1 Below. Surface Mounted per Manufacturer's Recommendation NOT USED ----- 1. CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] 3 3 13 CONSTRUCTION NOTES AND LEGEND 2 2 3 0 0 ~ 0 0 0 0 0 0 'lj/1/j'; • /! /,' 1,•;:;i• '</'/" ·-·01//,/,/ '/1/1/' , I '/; /' I , 0 0 □ 0 0 □ 0 □ 0 ~ ( •• •• . . -• • . \.. . -. 0 0 0 0 0 0 0 n o-............... .,..,.) ---- - u 0 0 0 0 0 0 0 0 0 0 0 0 ,$, 0 0 NOTE: ~ Record Drawings prepared from As-Buills information provided by Con racior, NO WORK SHALL BE DONE ON THIS SITE Rabben/Herman L 11/17/15 ADDENDUM NO. 3 Revised Paving Type B description UNTIL BELOW AGENCY IS NOTIFIED OF 1.-j>l-lOSCAP.,- INTENTION TO GRADE OR EXCAVATE. ~<:i "'. H£~~e:s: L Underground Service Alert 11/17/16 Record Drawings 0' ,, W'fi ~ -' =•~· Call: TOLL FREE .._CJ I _ ,1 ,g, ~ , ~ ~UJ"\. --, B-31-17 , .. -, 1 / '-I;,. 1072s"J1¾,~ cj DESIGNED: DRAWN: --1 Dot. ~ ,,.<" o'<' R/Hdo MU O, CAl..1' NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF TWO WORKING DAYS BEFORE YOU DIG DH 10/26/15 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 1 5 W. B a l b o a B l v d . 20 t h S t r e e t 19 t h S t r e e t 21 s t S t r e e t 14 HARDSCAPE PLAN Gre e n S c r e e n S e c t i o n B Ref e r t o D e t a i l 7 , S h e e t 2 3 Gre e n S c r e e n S e c t i o n A Ref e r t o D e t a i l 7 , S h e e t 2 3 Sawcut Existing Paving (Typ) Existing Palm Do Not Disturb Existing Palms Do Not Disturb Sawcut Existing Paving (Typ) COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] B C D E F G H MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer 3'x6' Tree Grate, See Detail 1, Sheet 23 CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 3 Refer to Enlargement Plan Below For Typical Layout of Sidewalk Planter and Vine Pockets Sawcut Existing Paving (Typ)Sawcut Existing Paving (Typ) 2 2 3 3 3 3 3 NOTE: /'', / ''~,,_ / I __,, u, Eq.Eq 71-6 11 I; ;j /1 , I 7'-6" /;:[ 'f _;~,,,j REFER TO CIVIL PLANS FOR CENTERLINE OF TREE GRATE ENLARGEMENT-LAYOUT OUT OF SIDEWALK PLANTER WITH VINE POCKETS NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 20' I 10' o' 20' / I I 40' - -- - ,-; 1 1 /~,. ;_; TWO WORKING DAYS BEFORE YOU DIG SCALE IN FEET SCALE: 1" = 20' I I i 0 / ,,/ I/ Ii i / I I I I I • • • • I • NOTE: • • • • • • ,/ / / / / / / / / / / / / / / i / ,/ / / / i / I I • • • • • • • • • • • • • • • / . • i • • • • • • / . • • • • • • • • • • / / '/ i • • • • • / / I I ,' / / i i / / / I I Record Drawings prepared from As-Builts information provided by Contractor. Rabben/Herman NO. 11/17 /15 11/17 /16 DATE I I l 0 0 6 0 0 0 0 0 0 :yj;,;~;;/1;;/;;:;;;;:;;;~ -~ ~ I ---- ADDENDUM NO. 3-Revised Paving Twe B description Record Drawings DESCRIPTION OF REVISIONS ---- APPROVED ~ -7 I I I I I I • I I I I I I I I I I I • I I I I I I I I I I I I I I DESIGNED: DRAWN: I I I I I I I I I I I I R/Hdo MU CHECKED: DA TE: DH 10 26 15 I I I I I • I 0 0 0 0 0 0 0 0 0 lo 18 0 0 0 0 0 0 118 0 '10 I I I I I l J L SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 1 4 MA T C H L I N E S E E S H E E T 1 6 W. Balboa Blvd. 18 t h S t r e e t 15 HARDSCAPE PLAN Existing Palm Do Not Disturb Existing Palm To Be Relocated Per Tree Planting Plan COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 2 2 3 3 3 L l __ _J■------, __ _ • D ■~ _,.,/ ■' ■' ■ ■ ■ ■ i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE ~::~ 1 1 TWO WORKING DAYS BEFORE YOU DIG ------ C) -=-- I l ,_ l 20' 0 0 0 0 0 0 0 10' o' 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' J ~ 7 _I = 9 "' J NOTE: J ,- I f- l L, Record Drawings prepared from As-Builts information provided by Contractor. Rabben/Herman NO. I I T I I I I I I I /,>-TTllll t /I' i/ , I I I \ N p _j_ = r _J +--' ' J_ \ CJ CJ / J_ _L 15'-ff" ,--,-1 0 ' 15'-0" = 9 ~ 20'-0" - I -I-i------..r )y\ ------- ' '//; " ~~:'r-l-'--£'1¥,-1/rf/f//'//j}/r/J/,/,X'_1///l;////lli///l !I. r/J//lf./h////J.f!/1 1/,..;~/1//,/'////,j ,/, , ·_//1 //,'. ',;t//, '/11;/1//l/,///'j//f/l/f "//////,il//11/,/i,i//,1/,/1///,1 // n,,1,1/u••f,1///IJ/J; u ,1, Ur":' .. I,. • •• • /'//.'J.%ij/·'½ ' fl. ', /; " ,'i;'.;~{:0?f1/%::(;y: _11/I;, 1// _,;/!/· :1,,'. PA 1:f /J ;1:/ 1/1/// l,;'. _i/'. , / i/,' , / , ,//, PA 1/ _ //1/, /;'.,l,(;/l;I,, //I;/(,//½ /// ,;;;:; /////// 1/////1 ;/,/,,//,I//// //1/I ··,~ rA J,1//////P//, ,, '(1 11;'.(!;e;!!!<(' Eq. Eq. B N .... __ --! F l,,~ Eq. Eq. l, 0 j ' R-Sleeve (Typ) 11 -1 11/17 /15 11/17 /16 DATE J 0 0 ~ 0 0 0 0 ADDENDUM NO. 3-Revised Paving Twe B description Record Drawings DESCRIPTION OF REVISIONS Eq. E . Eq. l, 0 APPROVED _l 1-1 R/W .,., ·1 7 - Eq. Eq. l, 0 t:- 0 0 ;;, i// '' //JI/ .,,/ 1/,) ·h:i:l0lf//(,1/,{'1)1. . DESIGNED: DRAWN: R/Hdo MU CHECKED: DA TE: DH 10 26 15 ~ ).., /--'.. I m \,!,!) I - I = 0 ' "' n ;,W • 20'-0" - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,-, -----------,-----·\_,, -+ - -I I --:r \->"' '/ _j<" --~~-------<-_-__ _ ■ cl ■ 1 5'-0" ■ ■ ■ ■ ■ ■ ■ ■ --,- --- = 0 ' " F-,,~·/,t /,, -;; // Ii/ //I :1/ /////// I //1/>1 /,/;J:l{fl//'/{;{:?',o/J;1///j,~/'}/ /i1/,1I1 LL?:i/,'.i/,,/;/,1/,-/,; '.L'./?I;/ 1Jj:fj>(f1il;: ,I ,I./, l/ ------p~ {'j;;;/):{f;,;if ?/{?//1////:;;{/,; : ")-l'A ,/l.,.;1//1;/;:/,j-;;, X/,;'1/;Y, ;;<-::;:;, / l'°· Eo-L OD _l_ I l Eq. Eq. l, 0 I - I ·I 1 -1 ~ I I ,-Fl ,.L:::..... ·--" ,, ' ' C, C \ '' ' . -,/ '--.._ __,/ I ' I -■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ---■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _l_ CB: ~ SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] MA T C H L I N E S E E S H E E T 1 5 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE MA T C H L I N E S E E S H E E T 1 7 W. Balboa Blvd. 17 t h S t r e e t 16 t h S t r e e t 16 HARDSCAPE PLAN Existing Palm Do Not Disturb Existing Palm To Be Relocated Per Tree Planting Plan Existing Palm To Be Relocated Per Tree Planting Plan C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 2 2 3 (2 I = 15'-(f" -,-0 ci. 20'-0" N I ' ~ - 15'-0/' -/}!///.{_I ·_ I.' ?l l//;;;;,>;:0/:;z,1/.1r' !./1//1 /1/////' !/'I / i/;;//i, ///II, //@''\%;/ i/)X;; ,, ,',ti/ -1/1 ;1,//:;,;,;l;:'//. ;;I;; LC." -•• il,/,~/>'.'.X,:,;;:.;,, ;/11/:':\y , /I//; en /,.,/,._ // ,;,, ., ·I _L CB'. ,., l I _I I -I I Eq. Eq. J., (.) Eq. Eq. J., (.) I 1 I I I I I I I --==-i~=~p .@ ____ _ ) ) • i i NOTE: I r I I I I I I I I I ■ -, ::"/;1 i L Record Drawings prepared from As-Builts information provided by Contractor. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE (-j 1 1 /~,. C_/ TWO WORKING DAYS BEFORE YOU DIG -- ' l J ' /---------/ = --15'-0" ' N 0 ' 20'-lr' l<:l•-1--+-----+- PA S /;,/ ,<'. • • • . i /1///i /, i/1,1/ ~'1J¼-X'jf1?·!;),;:,_ 1_'/,f /· / I/ ,j///1///// ///I I //11>.J M ';'f/1 {<tQlf?.%:1:J};f;, 1,? ,;; /1. 7lA ' V ',///>i//,/1/';// "-. 7' r I I I - @ 20' 10' o' 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' Ill 0 0 0 0 0 0 0 __J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , Eq Eq. J., Eq. (.) L_ T o· ' C. -~ _, 15'-0" Eq. Eq. J., (.) '··:><_,,.,_] "--"~/----~- 0 0 0 0 0 0 0 L = 0 ' 2U'-0" Eq. J., Eq. (.) I Rabben/Herman 17 =1 NO. - -------, - = 0 ci. -· ~ 151-011 0 ' 41'-5" Eq. Eq. J., (.) I +'------ i' -- J I I -- 0 0 G - 0 0 0 0 11/17 /15 ADDENDUM NO. 3-Revised Paving Twe B description 11/17 /16 Record Drawings DATE DESCRIPTION OF REVISIONS APPROVED ' ' ' ' I I I R/W I 0 - 0 ~0; lf//l//j//J//i//1/, /,;;;;;;/,1,;,;'.;;/X-? DESIGNED: DRAWN: R/Hdo MU CHECKED: DA TE: DH 10 26 15 ,;:-~~ I I~ I I I I 7 ' I I I I I I I I I :1 I :1 ■ ~-----=-------c:: SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 MA T C H L I N E S E E S H E E T 1 9 W. Balboa Blvd.W. Balboa Blvd. 15 t h S t r e e t 16 t h S t r e e t MA T C H L I N E S E E S H E E T 1 6 17 HARDSCAPE PLAN Refer to Sheet 18 for this Area Existing Palms Do Not Disturb Existing Palms Do Not Disturb Refer to Enlargement Above for Layout Enlargement Scale: 1"=10' 2 2 3 3 I- .. ,,< ---~L" / \,, I /" 1, 1 /I __ j' ,----- I ■ ■ ■ ■ ■ ■ ■ :1 ■ :1 ■ I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. TWO WORKING DAYS BEFORE YOU DIG -1- 1 I 7 u J 0 0 0 0 0 20' I I I I I - i I ~ ' l C ·1·''r-----r1·~-L~ ~ /,/ _/. X X 10' o' 20· 40' - -- -SCALE IN FEET SCALE: 1" = 20' '1 .-----,-----~------~I .J I _J r L____J n '~.;; = 0 T • "" i -, l ,--L d d NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Rabben/Herman NO. "- ., ' ___fe, ~ I @ I _fe ... ci. ~ e @ y -----e i LI,. ... ~~I / 12'11 i;;_, <C ;l' if f 'I <C l;c ' II 11' <C ... 11/17 /15 ADDENDUM NO. 3-Revised Paving Twe B description 11 /17 /16 Record Drawings DESIGNED: DRAWN: R/Hdo MU DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: DH 10 26 15 0 0 0 0 0 r I -------, I /; I ~> -'•,, ./·::.~-----'=ic=~ 1----- R/VV ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1,_ C)■ ■ ■ ■ ■ ■ ■ ■ ■ = N 9 "" ' : -' ------■ ■ l■ ■ ■ ■-- ■ ■ ■ --=-----------,--®/W=-=====-:====== , ■--~_ L_ 7 R/W :-- ____r-- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 1 MODEL NAME & NUMBER 24"W x 34"H x 73"L SIZE (WxHxL or DxH) Forms+Surfaces MANUFACTURER 2 30"Dia. x 45"H 3 FURNITURE SCHEDULE SLDIS-136, Side Opening with Center Arm Forms+Surfaces 10.6"Dia. x 41.9"HForms+Surfaces Bench -Cordia, SBCOR-72BW Trash Rcpt.-Dispatch, Bollard - Triada, LB TRI W. B a l b o a B l v d . W. B a l b o a B l v d . 15th Street Ba y A v e n u e W. O c e a n f r o n t A l l e y 15th Street COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 18 HARDSCAPE PLAN Refer to Sheet 17 for this Area Existing Tree Do Not Disturb Existing Palm To Be Relocated Per Tree Planting Plan Existing Palm To Be Relocated Per Tree Planting Plan Al l e y Al l e y Al l e y NOTE: REFER CIVIL DRAWINGS SHEET 8 AND SHEET 21 FOR LAYOUT OF 15TH STREET. NOTE: REFER CIVIL DRAWINGS SHEET 8 AND SHEET 21 FOR LAYOUT OF 15TH STREET. NOTE: 1. Existing 2"x 6" donor plaques to be permanently mounted on Cordia benches identified in plan below. Contractor to provide shop drawing detailing mounting and location of plaque on wood slats. Plaque to be flush with wood slats. w/Donor Plaque w/Donor Plaque REFER TO SHEET 13 FOR COMPLETE FURNITURE SCHEDULE REFER TO SHEET 13 FOR COMPLETE FURNITURE SCHEDULE 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 0 0 0 0 R/VV J ........ ,. I ~I ®\ Prorect In Place NI f8 .p t®1 Q ®'\ Q yp. F ·-\ 1-,--- PA PA PA PA A ,/4) A ' I PA J PA B PA PA I PA L A G [2] B PA ::c l _________ :z _ ,· '-,.. ~.c -"3-~-.c-~~-----~-~-~ r 3'-0" I, r ii I I I I I, I ( ii lei ---------1--II ' \~ 1--'-'--n~ r,(MHMi Ty p B Nr: --..· -""'' yp. ~ K A -==-=---- -------== ---- = .---=le ~. -- -• v---: I~ t.-,, I -, --__ ,'i,--"',.,,I ~'\ ,, -• ·:---<---1:-./-'\~c-, -:~:: -L~ -., i~:~L ~-L=~~+-=--~J_P~~-=--=--~- l';---=====c==='=====ct'--"--;------.--'----;:::,;llk,--'-~=l=f=t---'-=-~1-:-c· '==='==='=l-==--="-:'-7i=,¥==="-----;'====7cc:~,---' -t-"-'-r=-'<µL.-lh~==1111n yp. - I l/~v---Typ ~ExistingPlanting,_)T ~ l•-@{P~ F1\_ 1 1 p. ~ Protect In Place _ - : \_;l -=-----=--=-_:::---~-~~--= ' -, __ ---------- r l _J NOTE:' :0 11' • I 1 • I ,,-// -·, _! z 3'-0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Record Drawings prepared from As-Builts information provided by Contractor. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' Rabben/Herman NO. E Typ. G ! G / A T J E PA PA / PA 0 I 0 0 ~ 0 0 0 0 11/13/15 ADDENDUM NO. 1 11/17/15 ADDENDUM NO. 3-Revised Paving Type B description 11/17 /16 Record Drawings DATE DESCRIPTION OF REVISIONS □ □ □ ~ ExistingTurf, Prot --'-\ \ c------J ·-.-->t<·A--,, PA E Typ. G -~--== -_------== ==---_ -1- I I A i B PA PA 0 0 ~:/%f;j;{;;;{;/j/8;1 DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 4 B L Typ. G \ E Typ. "@ L_ I SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 MA T C H L I N E S E E S H E E T 1 8 MA T C H L I N E S E E S H E E T 2 0 14 t h S t r e e t W. Balboa Blvd. 19 HARDSCAPE PLAN Existing Palms Do Not Disturb Existing Palms Do Not Disturb Existing Palms Do Not Disturb 2 2 3 3 ■ I I I I I I I I I ■ / _J' I " ---o r I I I I I I I I I l ' ' T • ,-i C '-~,,,/ //'r/'/U ; /.' ~ ~ -?_// I/ / //// I c, > • ,J<.~-,., ,)1/f//j;/i//' , /N/"il/t/////////'; •1',//1// /. r,/i;///u/r . , •PA ~;;:f;;; ",, =·· ' . /1//IMI/•?/; 1rsd'//;J_1_;y-p-. ,'6"';;;;7--N \Ji,. ' u I_ \ \\ I \ \;\ I ---■---\ -.\, I ~ \ T 7 , f ' // H _J L I i/',F, , , r r; Typ. 6 T ) I \\ I \\:, (ji) ffi)==--· I ~. ~0 ■1 .~===:::;;~~~=-======spiJg1•_~ 1 ~~~==+-, ~--~-·,~ ~ ---0 '-' C /./ ---===---. '·..;, i \ _.-r' L I I I I I I I I I I I I I I ■ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -L NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. \·c.,</ \>,.:;/ 0 0 0 0 0 0 0 20' o· = 0 ' 20' 40' Underground Service Alert ~· ~ Call: TOLL FREE --- TWO WORKING DAYS BEFORE YOU DIG SCALE IN FEET SCALE: 1" 20' I ___ J I ' - -a I I I ' I I I I '-7 I I I I I I I I ' ' I I I I I I ~~!~~ Drawings prepared from As-Builts information provided by Contractor. Rabben/Herman NO. 0 0 0 0 0 0 11/17/15 11/17/16 DATE ADDENDUM NO. 3 Revised Paving Type B description Record Drawings DESCRIPTION OF REVISIONS 0 0 DESIGNED: R/Hdo APPROVED CHECKED: DH ■ DRAWN: MU DAlE: 10 26 15 r--1 I ' I I I I ' I I I I I ' I I I I I I ' SHEET I I ' I I I I I I ' I I I I I ' I I I I I OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 COLOR A PAVING TYPE DESCRIPTION INTEGRAL COLORED CONCRETE PAVING [PRIMARY LOCATION(S)] B C D E F MESA BEIGE [AT 15TH STREET CROSSWALKS AND DRIVEWAY] WHITE CEMENT, BLUE COLOR, BLUE GLASS -NOT USED INTEGRAL COLORED CONCRETE PAVING MESA BEIGE [AT 15TH STREET SIDEWALKS] CONCRETE PAVING NATURAL GREY [AT 15TH STREET SIDEWALKS] PAVING FINISH SCHEDULE NOT USED - CONCRETE PAVING WITH EXPOSED SPECIALTY AGGREGATE [AT 15TH STREET CROSSWALKS] C Curb by Civil Engineer HC Curb Ramp & Detectable Warning by Civil Engineer Striping by Traffic Engineer Existing Paving, Protect in Place Existing Cabinet, Protect in Place B A E D G F J H L K M N P Zero Height Curb & Detectable Warning by Civil Engineer Existing Curb, Protect in Place Pavement by Civil Engineer Existing Wall, Protect in PlaceQ Existing Fence, Protect in PlaceR S T U V Curb/Gutter by Civil Engineer Street Light/Traffic Signal by Traffic Engineer Not Used Existing Light Pole, Protect in Place Existing Bicycle Rack, Remove and Reinstall Per Plan Existing Manhole, Refer to Civil Engineer Gutter by Civil Engineer CONSTRUCTION ITEMS BY OTHERS Catch Basin by Civil Engineer Sign by Traffic Engineer Proposed Location of Future Concrete Pad for Pay Station W X Y Z Existing Stand Pipe Vent, Protect in Place Fire Hydrant, Refer to Civil Engineer Existing Power Pole, Protect in Place Existing Steps, Protect in Place aa Existing Mail Box, Remove and Reinstall Per Plan 3 FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. G H CONCRETE PAVING NATURAL GREY [AT BALBOA BLVD. SIDEWALKS] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE - [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 13 FOR COMPLETE PAVING SCHEDULE 1 CONSTRUCTION CALLOUTS Neighborhood Entry Monument, See Detail 11, Sheet 22 Dock Entry Monument, See Detail 6 & 12, Sheet 22 Concrete Mowcurb, See Detail 2, Sheet 22 Green Screen, See Detail 7 & 5, Sheet 23 2.5'x5' Tree Grate, See Detail 2, Sheet 23 Pay Station Foundation, See Detail 9, Sheet 23 2 3 4 5 6 7 8 Trash Enclosure, See Detail 6, Sheet 23 3'x6' Tree Grate, See Detail 1, Sheet 23 3 MA T C H L I N E S E E S H E E T 1 9 13 t h S t r e e t 12 t h S t r e e t W. Balboa Bl v d . 20 HARDSCAPE PLAN Existing Palms Do Not Disturb Existing Palms Do Not Disturb Existing Palms Do Not Disturb Existing Palms Do Not Disturb 2 2 3 3 3 3 3 3 r----- r------------,_ -- / I I I I I I ii I I I / / I I I I I I I I ' I I I I I I I I I I 'I I' I I I I I I I I 'I I I I I I I I I I I I ' I I I I I I I I I I 'I I I I I I / / / / 'I I' I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I i I I ii ii I I I/ ,I O 1---i i • ii O / i 1 ! ■ '1 :, 0 : : . . I • • • • '. • •, • : / i // ! / 00 / I '; I ! • I / // ; Q •: I 7 I I I I I I ' 7 I I I V _j I I I I I ' '--------, I ---- I I I 0 0 i 0 -C ' I ' 0 I I I I I I I I I I ' I I ' I I ' I 0 I I -I I I ' I I I I I I ' I ' I ' ' I I I ' I I 0 ' I I I I ' I I ' ' I I I I ' ' ' ' I I ' ' I I I I I I I I I I I ~ -7 I I ' 0 0 '///, ?1 --- I----------------/ I I I I I -------------I ' // I I •• ••• , • --• . · .. I • •• • • . I // I O O O O 0 • • • • • • • • • : • , , , • , • , 1 , L . . . ,; i/ 1 ~--\-■-IC--\ '-----;;-"--/ '------RIW ••••• -·-• • -• p -'---··--o ·-__., --·~ -~, cq __ I BIW ----J_C.:_~'-_: ! -------------==~-' r_~-·ci· . :· .. , / O . . . -T. • C / '\ 1 ' 1 I I " ;_ ' --·-•• -• ·, ._ •. --·--c,---., • ~ • ' "• " ' --f _J.J ~ , , ~ ,, --------L_ ,. / r~ -----~T~----=~-~ , l --l_l_ _[I I I I I __ / I I I ' I I I ~ ' I I I I ' I I I I I I I I I I I ' I I I ' I I ' I I I I I I ' I I I I I ' I I I ', ' I I I I I ' I I I I I /_J, I r-' I I ,---- / I ~, I 1 ___ 7 I I I I ' I I I I I I / I I I I _, I ' ' ' I r' I '' ,.. :--/'' ~···0;1 ~ r / ,1 - I/ I /v/ •--•• 0 0 O v )1 •i ••• • / •/ /,,, £ (, •• (• ,1, I. (Tv 1 p) i~/ /n--·I ' ii • :, • /) -_, ••, ,,i " IRRSleeve ,, , /, I '' ,'/ I: / 1V / /1 1 ~ 'O O -_ o;o r/ 1 1 i,1/ /i' 1 1 t> H • ' '· • •• • • ' ,, • • • •• • -' • . . N ' . • • ·• ·• • ' ' ' /[,~ ;\ 7 N I //~///// /),J1_~ I • •• • • :// • ,: -, • 11/ / )Hy©, I • -··-" ---------,- • • ! ••••••••••••••••••••• •• •• ••• •••• •••••• f /ID i,C __ -_·"---_?,,--------~-,-,,,--------,L ----+,',~~[/ . ·~···········.·.,•,i,.·.:_?_:i_~_'' 1 ,i'- • • • wr : --ww 1 : ---;L __ , \ ____ ,/,--------,r~~ )N. • 1 1 1-•-r< \ T r -•· • • • T --, ,,, --"'"' ----, --------r --=-----,,;) -I /-\,-----p----J----i~--{ __ .,..~/:..!'I,, ... ,.,.,..._ ---- T (D__ 1 I ',, 1t/////1i __ -, F I I/ -'" 0 0 C / 0 / • -/ • --------. ■1■ ' --------7 •~ ~~• ®ri,_, I • • •• • 0 • O / C •• C. . . . •• •O O (ff O "ii'-,/ __ • • • • • • ' • . • • • • • • I ' I I ----■----------, _ ------, I I I I I / I I I ■ I I I I I ' -I I I I I I ~ I :1 I I ----7 I ' !1 I I I I I I I I I '---- I I I I I J I I E ON THIS SITE 20 - BEFORE YOU DIG I o· I I I I I I I I ' I I __ ---------I 40' 20_· --SCALE IN FEET • SCALE: 1 • = 20 ' I ,-- I I l ___ ----------J NOTE: . Record Drawings ,- I I I ' prepared from As-Builts information 'ded by Contractor. prov1 Rabben/Herman L L NO. 11/17/15 11/17/16 DATE ADDENDU · M NO 3-Revised • gs Record Drawin DESCRIPTION OF REVISIONS 8 description Poving Type DESIGNED~/Hdo DRAWN: MU CHECKED: APPROVED DH DATE: 10 26 15 ' ' ,- --J -------J I I I I I / / I ' / / I I I I I _, I - SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 15th Street Ba y A v e n u e 15th Street Al l e y Al l e y Al l e y 21 15th STREET LAYOUT PLAN W. O c e a n - fr o n t A l l e y SCALE: 1" = 10'-0" W. B a l b o a Bl v d . 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 J + CJ1 8'-9" ' CJ1 = _,__ _____ + 00 ' ... 0 = 11'-2';-/ ... 0 ' ... 0 = 51-6 11 + I l i '.-7" I I I/ I I -I] I "·. ·\, 11 "' NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert -· Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 5' 5' CJ1 ' 5' a, = 5' 6' 5' CJ1 .;, 5' Eq. • 2'-1" lS'-7 11 16'-0" 00 ~ = 2'-0" Eq. 20' 5' 1'-9" [y] /; /-fi---~. .,_ \1,,,,, o· 5' 5' = a, ' 00 ... CJ1 .;, 5'-6' 5' 5' 3'-4" + CD 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' CJ1 ' a, = = in ' in 5' 5' = "' ' "' "' :u•-711 \I // l I/ 1~1- I I --7' L I Eq. 2:~9-"J J /II I El ... CD ' ... ... = Eq. 5' 5' 5' 7' 1 '-3" 7' 14'-" 7' R/W I ' -,- BENCH LAYOUT NOTE: .... "' = 12" 5' 6' -f CJ -,-- .... "' = Eq. Eq. LJ / I SCALE: -9 a '8 19'-3" 8' 13'-" ea 1" = 10'-0" 23'-0" 7' 8' 10' 19'-6" I_.----, \_ \/ -/ ---------e--,d/,....~ )_ \- 23'-0" c::::::::J c::::::::J w CJ1 IJ.l'--=t-1'--="~,.,.-,t 8' 7' 8' ·-6" 10' ---- Record Drawings prepared from As-Builts information provided by Contractor. Rabben/Herman 11/13/15 ADDENDUM NO. 1 11/17/16 Record Drawings DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: DH 10 26 15 19'-6" I ,-----, ' \ 17'-6" \, 8' 7' \ 16' .,., a, ... ~\ '?'\-'.lhl,-( :: _I -''"'-=~~·n+-+----l \ 19'-6",,\ I n \ \ I T _,.-- 1_< _ ' Cl------+ 11 I ! I / ,I> / en :~ -+-_,,._= // w --+-~--w 1 -4 II -+-.....,_ BENCH & BIKE RACK LAYOUT SCALE: 1" = 10'-0" SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 2 3 5 4 12 *NOTE: THICKNESS, SUBBASE AND GEOTECH'S RECOMMENDATION. REINFORCING INFORMATION PER 1/4" ISOLATION JOINT -CAULKED SAWCUT CONTRACTION JOINT TO MATCH ADJACENT PAVING, SAND POLYURETHANE CAULKING - COLOR PREMOLDED ISOLATION JOINT FILLER. 1/8" SAWCUT JOINT CONCRETE PAVING 2 4 3 1 LEGEND: OCCURS IN CONCRETE ONLY - (10' o.c. MAX.) #4 x 18" EPOXY COATED BAR WITH SPEED DOWEL CLOSED-CELL POLYURETHANE BACKER ROD. 6 7 5 7 3/16" CONSTRUCTION JOINT W/ SAWCUT 6 1 OCCURS IN CONCRETE ONLY - (20' o.c. MAX.) 1 2 1 54 3 1 8 CAULKED JOINT ENLARGEMENT OF TYPICAL 3 3/16"1 2 5 4 8 SLEEVE OR EQUAL @18" O.C. EXPANSION JOINT - SAWCUT AND CAULKED SEE PLAN FOR LOCATION 3/16" 6 1 72 4 3 CURB, WALL, BUILDING OR OTHER FIXED EDGE.8 OCCURS AT ALL FIXED EDGES or 1/4" PAVING JOINTS NOT TO SCALE DTSC-JOINT AFTER CAULKING. DEPTH TO BE 1 1/2" IN 4" PAVING, 2 " IN 6" PAVING #4 REBAR EPOXY COATED CONTINUOUS 6"x 4" P.I.P. CONCRETE MOWCURB TOOL ALL EXPOSED EDGES 1" LEGEND: 1 CONCRETE MOWCURB NOT TO SCALE DTC-EDGECONC 1 6 2 3 3 EXISTING TURF PLANTING AREA 4 5 5SURFACE OF PLANTING BED6 TOOL JOINTS AT 4' O.C. - 2" DEEP7 2 3 7 1 5 SKETCH PLAN SECTION 1/2" AT SHRUBS8 8 4" MULCH AT ADJACENT SHRUB AREA 4 22 CONSTRUCTION DETAILS NEIGHBORHOOD ENTRY MONUMENT 3/4" = 1'-0" DTC- 3'-41 4" 4'-0" 1'-1112" 3'-0" 1'-1112" 1'-0" SECTION 1'-8" EQ.EQ. FRONT ELEVATION 12" 1" 112" 134" 1" 1" 2" 134"134"12" 34" 512" TUBE STEEL FRAME - ELEVATION 1'-0" 2'-9" 8" 4'-0" 3'-414" 1'-11" TUBE STEEL FRAME - PLAN 6 9 1/2" X 1/2" THICK IPE WOOD SLATS. ATTACH TO TUBE STEEL POST WITH GALV. STEEL LAG BOLTS. WOOD SLATS ATTACHED TO MONUMENT FRAME WITH S.S. SCREWS FROM WITHIN THE STRUCTURE FOR THE FRONT AND SIDE FACES. WOOD SLATS ATTACHED WITH S.S. SCREWS & IPE WOOD PLUGS FROM THE OUTSIDE FOR THE BACK FACE OF MONUMENT. LEGEND: 1 2 3 4 5 ALUMINUM ACCENT FIXTURE COVER WITH FINS, COLOR: SILVER TEXTURE TO MATCH BOLLARDS 3"X 3" TUBE STEEL FRAME AT THE BASE 3"X 3" TUBE STEEL BARS @ CORNERS OF FRAME 3"X 3" TUBE STEEL POST W/WELDED END CAP 6 1 3/4" X 2" TUBE STEEL FRAME AT TOP WELDED TO 3X3 VERTICAL TUBE STEEL BARS 8 3"X 3" TUBE STEEL BAR ON THE FRONT SIDE 7 TRANSLUCENT FIXTURE LAMP COVER/ACRYLIC LENS 15 2 2 3 2 1 2 3 1012 11 14 4 1 21 1 17 20 1 4 LIGHT FIXTURE COVER -ENLARGEMENT LIGHT FIXTURE COVER - SECTION 18 18 4 4 1 16 1 PLAN LIGHT FIXTURE COVER - PLAN 14 2 2 3 16 1 5 19 7 7 10 10 9 9 13 19 5 2121 16 11 13 1"X 3" TUBE STEEL HORZ. BARS ON THE FRONT SIDE TO SUPPORT SIGN 10 1/4" THICK, STEEL PLATFORM SCREWED TO TOP OF 3X3 VERTICAL TUBE STEEL BARS 9 12 JUNCTION BOX 11 14 TAMPERPROOF COUNTERSUNK SCREWS 13 LUMENPULSE LIGHT FIXTURE, MODEL # LMDM 48V 30K WH NO CN CRC 2" ELECTRICAL CONDUIT, REFER TO SHEET 12 MONUMENT SIGN, REFER TO DETAIL 5, THIS SHEET. 16 MONUMENT CONCRETE BASE W/#4 EPOXY COATED REBAR 15 18 8" X 6" CONCRETE STRIP W/#4 EPOXY COATED REBAR CONTINUOUS 17 20 COMPACTED SUBGRADE 19 STAINLESS STEEL ANCHOR BOLTS 1" 21 FINISH GRADE NOTES: CONTRACTOR SHALL SUBMIT SHOP DRAWING OF TUBE STEEL FRAME, CONNECTIONS, FIXTURE COVER, LIGHT FIXTURE ATTACHMENT AND WATERPROOFING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. ALL TUBE STEEL TO BE GALVANIZED. ALL IPE WOOD TO BE SMOOTH SURFACE AND SEALED WITH OIL BASED FINISH. REFER TO SHEET 12, CONSTRUCTION NOTE 13 FOR INFORMATION ON PHOTOCELL. 1. 2. 3. 4. 21 16 11 8 6 POST FOOTING- SECTION 7 Eq.Eq. CONCRETE FOOTING 13 PAVER DETAIL SCALE: 1"=1'-0" DTC- LEGEND: 1 2 PRE-CAST CONCRETE PAVER. REFER TO PAVING SCHEDULE FOR PAVER TYPE. LAYOUT RUNNING BOND PATTERN PARALLEL TO CURB EDGE. 3' or 4' Wide Median (Refer to Plan) 8 1 83 4 9 NO. 8 AGGREGATE IN OPENINGS 3 2" THICK BEDDING COURSE NO. 8 AGGREGATE 4 6" THICK NO. 57 STONE OPEN-GRADED BASE 6 PAVER ADJACENT TO PLANTER AREA TO BE MORTARED ONTO CONCRETE FOOTING PAVER EDGE CONDITION WHEN PAVER IS NOT ADJACENT TO CURB 1 3 9 10 7 47PLANTER AREA WITHIN MEDIAN 8 6 EXISTING CURB AT MEDIAN 9 COMPACTED SUBGRADE 10 GEOTEXTILE FABRIC 10 2 5 6" MIN. WIDTH X 12' DEPTH CONCRETE FOOTING 2 5 11 DOCK ENTRY MONUMENT PILASTER AND BASE 3/4" = 1'-0" DTC- SIDE ELEVATION P.I.P. CONCRETE FOOTING/BASE, COLOR: SCOFIELD FRENCH GRAY (C-14), LT.SANDBLAST FINISH LEGEND: 1 3 5 6 7 LIGHT FIXTURE, REFER TO DETAIL 6, THIS SHEET. MONUMENT SIGN, REFER TO DETAIL 5, THIS SHEET. 2" ELECTRICAL CONDUIT, REFER TO SHEET 12. 8 2'-1" 4'-3" 2'-3" SQ. 9 12" X 8" X 12" PRECISION BLOCK, GROUT SOLID PRE-CAST CONCRETE CAP, REFER TO DETAIL 6, THIS SHEET. FINISH SURFACE10 FINISH GRADE11 COMPACTED SUBGRADE12 SECTION PLAN 1" ENLARGEMENT SMOOTH PLASTER FINISH. COLOR: IVORY WHITE2 ISOLATION JOINT, REFER TO DETAIL 4, THIS SHEET 2'-1" FRONT ELEVATION 5 1 2 7 9 10 12 3 11 3 1 2 5 6 5 6 8 2 3 3 8 2 2'-1" EQ.EQ. 6 (4) #4 REBAR, EPOXY COATED13 #4 REBAR, HORZ., EPOXY COATED14 13 14 3 14 10 10 12" 4 4 ANTI GRAFFITI COATING 4 7 NOTES: REFER TO SHEET 12, CONSTRUCTION NOTE 13 FOR INFORMATION ON PHOTOCELL.1. DOCK ENTRY MONUMENT CAP SCALE: 1"=1'-0" DTC- LEGEND: 1 3 24" X 24" PRE-CAST CONCRETE CAP, COLOR: SCOFIELD FRENCH GRAY (C-14), LT. SANDBLAST FINISH. LIGHT FIXTURE WITH ALUMINUM GUARD AND TRANSPARENT DIFFUSER, MODEL: MARINER 10-9475-Z5-M2 BY LEDS-C4. 5 DOCK ENTRY MONUMENT PILASTER, REFER TO DETAIL 11, THIS SHEET. 6 2" ELECTRICAL CONDUIT, REFER TO SHEET 12. 7 1/2" OVERHANG PLAN SECTION ELEVATION 2'-2" NOTES: CONTRACTOR SHALL SUBMIT SHOP DRAWING OF CAP, LIGHT FIXTURE/JUNCTION BOX ATTACHMENT AND WATERPROOFING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. 1. 1 3 5 1'-5"4" 12" 2 2 RECESSED NICHE FOR JUNCTION BOX 1 75 3 7 4 JUNCTION BOX 4 6 3 1 6 2" 6 MONUMENTS SIGNS SCALE: 1"=1'-0" DTC- LEGEND: 1 2 1"X 1" ALUMINUM FRAME, PAINT COLOR PANTONE 282U (DARK BLUE) 1/4" THICK ALUMINUM BACKGROUND, PATONE 285 U (BLUE) 3 3/4" DEEP FABRICATED ALUMINUM LETTERS PAINTED WHITE 1'-6" ELEVATION 3 1 3" HIGH FONT 5" HIGH FONT 3" HIGH FONT 2 SECTION ELEVATION 4" HIGH FONT 4" HIGH FONT 4" HIGH FONT 1 3 2 NOTES: MOUNT SIGN TO STEEL SUPPORT FRAME ON NEIGHBORHOOD ENTRY MONUMENT AND PILASTER ON DOCK ENTRY MONUMENT. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF SIGNS AND MOUNTING DETAILS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. 1. 2. 1'-6" 3 1 2 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG ; in ~ i I I ,; ii~ ..C...- 1 I·, I I 1--•: 111 :_ L l._:_ _J :_: -\_ .: 11 I I "'·:;:--' i.:_ : _.'. "'1"!---; I ,, d " _ • "i' ;. I I, 1 1 ~ ,,,..-- '~ .. I - < □ □ '\ ' <D \ 0-., ~ 1 • 9 .. • "i' ~ "1 ~ . . 0 0 ' ' "' "' I , r-=-- I I SQUARE I ·.ir· ~ :.., ~-...., . •. :'-._ ·~ I I I • "' 0 0 0 . 0 t .. . . • • • . .. ii r-·\\ . . . . -- • ·- I -{ ~o --........_ • --~ ....._ - / I \ "-"- / / I \ ", / I \ \ I \ I \-----~/ " / -✓-:--- • . . . . . 0 0 0 0 0 0 0 0 0 8 -... § 0 = "9 ... of----------of--------- 0 0 0 0 0 0 0 '. ·• ...... ·=. ~ :; -: -.. = 0 ... I I 0 "7,');-----~,...,,·:_7Ir-~-~,q;:==~;::::::--< :; I I I,; I -. /'l5'/f·,cc•\~\ '/,, \\,\ 'I' ·I ' I ,,1, ', \'-. \ /" \10, ,;//.1/)-· •~; ... ~ .. "--::::::::.-- --0 I of---------- 0 0 0 0 0 0 0 0 0 0 of--------- c=I----+---------------====1=== DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DH DA lE: 10 26 15 SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 6 5 23 CONSTRUCTION DETAILS TREE GRATE IN MEDIAN (3'X6')3/4" = 1'-0" DTC- 3'x6' TREE GRATE W/12" TREE OPENING LEGEND: 1 2 3 4 5 TREE GRATE FRAME 1/4" THICK X 2" STEEL TAB AND CONCRETE ANCHOR BOLT CONCRETE FOOTING FOR PAVER/GRATE FRAME MEDIAN CURB 3/8" NELSON ANCHORS ATTACHMENT A - ENLARGEMENT 6" PLAN SECTION TREE GRATE ATTACHMENT A (CURB ADJACENT) 7 8 1" SAND SETTING BED TREE/ROOTBALL ATTACHMENT B - ENLARGEMENT TREE GRATE ATTACHMENT A (CURB ADJACENT) PRE-CAST PAVER 9 4 3 1 2 3 9 1 3 7 5 3 17 8 6 5 2 1 3 2 3'X6' TREE GRATE: IRONSMITH -MODEL 7230 MARKET STREET NOTES: TREE GRATE MATERIAL/FINISH: DUCTILE IRON/RUST CONDITIONER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TREE GRATE FOR REVIEW AND APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION. INSTALL GRATES WITH BOLT DOWN HARDWARE. 1. 2. 3. 12" Sq. Opening 6 TREE/ROOTBALL TREE GRATE IN SIDEWALK (2.5'X5')3/4" = 1'-0" DTC- 2 1/2' x 5' TREE GRATE W/12" TREE OPENING LEGEND: 1 2 3 5 TREE GRATE FRAME 1/4" THICK X 2" STEEL TAB AND CONCRETE ANCHOR BOLT 3/8" NELSON ANCHORS PLAN SECTION ENLARGEMENT PLANTER AREA7 4 1 4 3 4 1 2 4 6 2 6 4 SAWCUT EXISTING SIDEWALK FOR TREE WELL 7 1 TREE GRATE: IRONSMITH -MODEL 6062 MARKET STREET NOTES: TREE GRATE MATERIAL/FINISH: DUCTILE IRON/RUST CONDITIONER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TREE GRATE FOR REVIEW AND APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION. INSTALL GRATES WITH BOLT DOWN HARDWARE. 1. 2. 3. 12" Opening 1 2 LEGEND: TRASH ENCLOSURE 1/2" = 1'-0" DTC- NOTES: CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS OF TRASH ENCLOSURE, GATE ASSEMBLY, LOCKABLE GATE LATCH, HEAVY DUTY BALL BEARING HINGES, AND CONNECTIONS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION. ALL TUBE STEEL TO BE GALVANIZED. ALL IPE WOOD TO BE SMOOTH SURFACE AND SEALED WITH OIL BASED FINISH. 1'-0" EQ.EQ.EQ. 12'-6" 6'-0"3'-3"3'-3" ELEVATION 1 2 4 5 6 7 2" SQ. TUBE STEEL GATE FRAME AND DIAGONAL BRACE. 9 1/2" X 1/2" THICK IPE WOOD SLATS. ATTACH TO POST WITH GALV. STEEL LAG BOLTS. 3X3 TUBE STEEL POST WITH WELDED END CAP. HEAVY-DUTY SELF-CLOSING GALVANIZED HINGES- WELD TO POST AND GATE FRAME. TWO PER GATE. STAINLESS STEEL GATE LATCH, .475 DIA BOLT WITH PADLOCK. REFER TO GATE LATCH ENLARGEMENT. CONCRETE FOOTING 8 TRASH BIN-FOR REFERENCE ONLY 9 10 SCORE JOINTS 11 ISOLATION JOINT, REFER TO DETAIL 4 SHEET 22 CONCRETE PAD PLAN SECTION SCALE: N.T.S. GATE LATCH ENLARGEMENT 3 2" X 2" TUBE STEEL TOP AND BOTTOM SUPPORT RAILS WELDED TO POSTS. 13'-2" 12 EXISTING CONCRETE 13 FINISH SURFACE 14 COMPACTED SUBGRADE 1 2 64 3 13 55 3 7 9 2 11465 10 2 3 1 3 2 1 11 9 14 1 13 7 2 1 3 1 8 12 1. 2. 3. 612" GREEN SCREEN SECTIONS SCALE: 1"=1'-0" DTC- SECTION A 1 5 9 2 8 10 7 6 59 SECTION B LEGEND: 1 2 3" THICK GREENSCREEN PANEL 18" SQ. VINE POCKET, SAWCUT INTO EXISTING PAVING 3 VINE, REFER TO DETAIL I, SHEET 51 EXISTING TUBE STEEL FENCE, PROTECT IN PLACE 4 EXISTING POST, PROTECT IN PLACE 5 EXISTING SIDEWALK 6 EXISTING PARKING LOT 7 8 P.L.P.L. 6" 6" 10 6 2 3 3 1 #5105 EDGE TRIM AT BOTTOM EDGE OF PANEL #5104 CHANNEL TRIM AT TOP EDGE OF PANEL 4 9 10 GREENSCREEN POST W/POST CAP, REFER TO DETAIL 5, THIS SHEET FOR POST FOOTING DETAIL. 1 8" C CHANNEL WELDED 1 8" C CHANNEL WELDED 18" PRIVATE (Back of Sidewalk)PUBLIC P.L. GREEN SCREEN POST & FOOTING SCALE: 1"=1'-0" DTC- LEGEND: 1 2 3" SQ. STEEL TUBE GREENSCREEN POST W/POST CAP, COLOR: GREEN #5133R SNAP CLIPS W/ STAINLESS STEEL TEK SCREW, TYP. - 3 PER SIDE 3 GREENSCREEN PANEL, REFER TO DETAIL 7, THIS SHEET FOR PANEL HEIGHT. 4 CONCRETE FOOTING W/#4 EPOXY COATED REBAR5 EXISTING SIDEWALK6 EXISTING PARKING LOT7 8 P.L.SECTION SECTION 1 6 5 4 7 1 3 8 5 3 2 18" X 18" VINE POCKET SAWCUT INTO EXISTING SIDEWALK FINISH GRADE 18" BELOW FS 6 BEYOND 7 8 BOLLARD DETAIL NTS DTC-BollardDetail ROTATE COUNTER CLOCKWISE TO UNLOCK ROTATE CLOCKWISE TO LOCK WEIGHT: 45.96 LBS SHEET MGJ 09/11/2015 TRIADA REMOVABLE LED BOLLARDDO NOT SCALE DRAWING Triada Bollard-REM-CS 1 OF 10 REVDWG. NO. B SIZE NAME DATE DWN FINISH: PC MATERIAL: CAST AL PROPRIETARY AND CONFIDENTIAL SOURCE: M DESCRIPTION: SCALE: N.T.S. UNLESS OTHERWISE SPECIFIED,DIMENSIONS ARE IN INCHES TOLERANCES (UNLESS OTHERWISESPECIFIED): FRACTIONAL:“1/32 ANGULAR/BEND:“ƒƒTWO PLACE DECIMAL “.030THREE PLACE DECIMAL “.020 BASE PLATE INSERT THIS SCREW TO LOCK REMOVE THIS SCREW TO UNLOCK REMOVABLE BASE PLATE ATTACHED TO BOLLARD BODY REMOVABLE BASE PLATE ATTACHED TO BOLLARD BODY BASE PLATE FORMS + SURFACES 9 PAY STATION FOUNDATION SCALE: 1"=1'-0" DTC- SECTIONPLAN LEGEND: 1 2 24" SQ. X 24" DEEP CONCRETE FOUNDATION FOR PAY STATION PEDESTAL. (4) 5/8" DIA. L-BOLTS, 2" TO 3" ABOVE CONCRETE. REFER TO LUKE II PEDESTAL PAY STATION MANUFACTURER FOR STANDARD MOUNTING PEDESTAL BOLT PATTERN. 3 COMPACTED SUBGRADE. SECTION 1 4 FINISH GRADE 2 4 32 5 3" MULCH LAYER, SEE SPECIFICATIONS. 5 1 1 3 3 3 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ---=-" Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 0 ... !;j: 0 =!: c::: 0 ... ~><. ">:___ 0 ,.><~ >::, >< 0 'v ,. '· 0 .,,><, .:>, >{" 0 ,• ~ jt 0 --0·7 0 ;x.·, r:,~, ·,. / ..,Y, = 0 ' = 'Q" <0 ' -r 0 ,.><~ >< = 0 ~/ • •✓, --' .., '.>, ~ -"'>.----"-, ,, ll = i{ ) , a:, '\' = = 0-----N---N --- ~ ..r f---------1 1l~·H1:;"'fl['!H'~',':F':h jc" ,__ ___ -----i :--•;,}-"i~11~'.!,\:·1:L£',;1fiDu1" "11 ~ vinH PFRt,rs~rnr, ·s ,,-,1wF1 I I I c..> I:!:! ::::; ~ cc -::) c::: ...... , . I. I--_._ I . . I I• , I "l "-,-:~ -I , ,s' , ,., I' ~ , I , r ,1 ' I , 1 , , -I , = -"'-----,,, T 4-"'-' _-., -18-" S-Q. _____..,~ 0 0 0 0 0 0 0 0 = 00 ... -<0 - I , • • :~. ____,.___ '=-"=~""· =' =~~·== 1'" 'I 0-----0----- 0 0 0 0 0 • 0 : 24" 'I= i=ii -1-1 l I -:;I I I I I _I: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0----- Rabben/Herman D 11/13/15 ADDENDUM NO. 1 /j, 11/17/16 Record Drawings NO. 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LU" J.LLUUOJ H.JULLL OJU 7rraa,n· ~~1,,-,rnnn ;a·7ncrr7n~ ,rraa,n· rna,,·crnnn .a·,ncrr,nn accooa□c ccoaacccccaa aoca□cccaaa□ accooa□c OLL"" CLI _LILLI" SO_ L LUU CC C" _ SUL LLJ C SUL JLL""JU.ULU"JJ.LLUUOJ H.JULLLJOJUL OULL 0----- 0 0 0 0 0 0 0 "" "" "' "" "' a□coo accooc□cc a□coo accooc□cc a□coo accooc□cc a□coo accooc□cc 7nraa 7rraa-nr- JUL"" JLL""-UL- c□ccoca cccaa c□ccoca cccaa c□ccoca cccaa ~ c□ccoca cccaa -n;-a,7 CCC77 o ~ ~~rn ~ml'.~~'. =□c =□ = rn rn 1--1--.:1 ~~~:: ~~~:::~C:"LJULJULULJUO O.ULUJO.LL ~~rn ~m;;~ ;:rnrnmm nmn nl;n ~ '. a□coo accoo_c cocaccaccccaca ac □cca cc JUL"" JLL""-U -"LJU JULULJUO O.UL 0. ~~~:: ~~~::;~ ;:r~~ ~~[□CJ □J J:□ ai; JUL"" JLL""-U -"LJU JU 0. 1.+....---1~·,cc, ,cccc·, ·cc,, ,, , • ...:--...J aoc,o acc,oco ceca, ac ~ 0----- ~-' --=!=="~ • '\' , ______ , ... l DESIGNED: DRAWN: R/Hdo MU CHECKED: DA lE: DH 10 26 15 SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 5324 IRRIGATION NOTES AND LEGEND EV-CAB-SEN CHANGES OF DIRECTION - REFER TO SIGNAL CABLE PULL BOX DETAIL 3, SHEET 35. (NOTED IN INCHES) AS SHOWN ON DRAWINGS - PROVIDE SCHEDULE 80 FITTINGS FOR ALL PIPING SIZES - REFER TO DETAIL 1, SHEET 35. DOMESTIC WATER METER - SIZE AS NOTED ON DRAWING - REFER TO POINT-OF-CONNECTION NOTE ON SHEET 30. FLOW SENSOR SIGNAL CABLE AND CONDUIT - SHIELDED CABLE INSTALLED WITH 1.25-INCH MINIMUM SIZE SCHEDULE 40 PVC CONDUIT - NO SPLICES PERMITTED - INSTALL W/ PULL BOXES AT JDGT EXISTING IRRIGATION CONTROLLER (WALL MOUNTED) UPGRADE TERMINAL BOARD(S) TO FULL 48 STATION CAPACITY - COORDINATE NEW CONTROLLER WIRING WITHIN NEW PVC CONDUIT RISER- REFER TO CONTROLLER NOTE ON SHEET 30, AND DETAIL 3, SHEET 33. NON-PRESSURE LATERAL LINE PIPING - WHITE COLOR CODED SCHEDULE 40 PVC PIPING - SIZE PIPING (NOTED IN INCHES) AS SHOWN ON DRAWINGS - REFER TO DETAIL 1, SHEET 35. PRESSURE MAIN LINE PIPING - DOMESTIC WATER - USE CLASS 315 PVC PIPING FOR 2-INCH AND LARGER SIZES AND USE SCHEDULE 40 PVC FOR 1.5-INCH AND SMALLER PIPING - SIZE PIPING FOR SLEEVING UNDER VEHICULAR PAVEMENT AND COORDINATION WITH UTILITIES - REFER TO DETAIL 2, SHEET 35. DWGRISWOLD* 33DRCRAIN BIRD* ELECTRIC CONTROL VALVE - SIZE NOTED - REFER TO DETAIL 4, SHEET 33. QUICK COUPLING VALVE - 3/4-INCH SIZE - DOUBLE LUG KEY - LOCKING RUBBER COVER MOUNTED IN ROUND BOX - REFER TO DETAIL 8, SHEET 33. 754NMATCO*BALL VALVE - BRASS BODY - THREADED - FULL PORT - NICKEL PLATED - LINE SIZE - INSTALL WITHIN ROUND VALVE BOX - REFER TO DETAIL 7, SHEET 33. CONTROL WIRE SLEEVING UNDER PEDESTRIAN PAVED AREAS - SCHEDULE 80 PVC - 2" MINIMUM SIZE (2" ABBREVIATED ON DRAWING AS "2SL") - REFER TO CIVIL ENGINEERING DRAWINGS FOR SLEEVING UNDER VEHICULAR PAVEMENT AND COORDINATION WITH UTILITIES. REFER TO DETAIL 2, SHEET 35. PIPING SLEEVING UNDER PEDESTRIAN PAVED AREAS - SCHEDULE 80 PVC - 4" SIZE (ABBREVIATED ON DRAWING AS "4SL") - REFER TO CIVIL ENGINEERING DRAWINGS * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL. TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. NOTE: MANUFACTURERSYMBOL MODEL NO. DESCRIPTION AIR/VACUUM RELIEF ASSEMBLY - THREADED - 1/2-INCH MIPT- INSTALL WITHIN ROUND VALVE BOX - INSTALL UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS - REFER TO DETAIL 1, SHEET 34. DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.6 GPH @ 12-INCHES O.C. EMITTER SPACING - 16-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 10'-O.C. - INSTALL DRIPLINE TUBING WITH 2-INCHES OF SOIL COVER - PROVIDE ONE PVC WHITE PIPE CONNECTION FOR EVERY 300LF OF DRIPLINE TUBING TO COMPLY WITH MANUFACTURER RECOMMENDED PEAK FLOW LIMITATIONS - PROVIDE COMPRESSION FITTINGS MODEL NO.: MDCFTEE = TEE, MDCFEL = ELBOW, MDCFCOUP = COUPLER, MDCF75MPT = 3/4" MALE THREADED ADAPTER, MDCFCAP = END CAP - REFER TO DETAILS 3 AND 4, SHEET 34. RAIN BIRD INSTALL UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS - REFER TO DETAIL 2, SHEET 34. DRIPLINE FLUSH OUT ASSEMBLY - SCHEDULE 40 PVC FULL PORT BALL VALVE AND PVC FLEX HOSE TUBING INSTALLED WITHIN ROUND VALVE BOX - ADAPT TO INSTALL DRIPLINE TUBING AS REQUIRED - DRIP IRRIGATION EMISSION OUTLET EMITTER - PRESSURE COMPENSATING - BARB INLET - 1.0 GPH (BLACK COLOR CODE) - PROVIDE 1/4" (0.25" O.D.) PVC EXTENSION TUBING WITH BARB COUPLER FITTING(S) AS REQUIRED CONNECTED TO DRIPLINE TUBING SYSTEM LISTED ABOVE - INSTALL EMITTERS FOR VINES PER DRIP NOTES THIS SHEET AND PER DETAILS 5 & 6, SHEET 34. INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE. INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER. INDICATES DRIPLINE TUBING LENGTH - FOR BID PURPOSES ONLY. INDICATES PRECIPITATION RATE. INDICATES SOLAR POWER SOLENOID INSTALLATION FOR OPERATION INDICATES ELECTRIC CONTROL VALVE SIZE. *RAIN BIRD XCZ-PRB-100COM XCZ-075-PRF DRIP VALVE STATION: DRIP ELECTRIC CONTROL VALVE ASSEMBLY 1-INCH SIZE - W/ PRESSURE REGULATING BASKET FILTER (200 POLY MESH /40 PSI SETTING) FOR FLOWS 5 GPM AND GREATER - USE 3/4" SIZE DRIP ELECTRIC CONTROL VALVE ASSEMBLY FOR FLOWS UNDER 4 GPM - REFER TO DETAIL 6, SHEET 33. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD INDICATES VINE LOCATION, TYP. XFS-06-12 (TUBING) EASYFIT (FITTINGS) TDS-050 (STAKE) XB10PC 9EMITTER) XQ-100 (TUBING) XBF1CONN (BARB) S TUBING-1140LF 12 0.7 1" A3 ARV050 NOTE: DRIPLINE AREAS ARE DIAGRAMMATICALLY SHOWN WITH RANDOM ALTERNATING HATCHING TO GRAPHICALLY DELINEATE VALVE STATION AREA SEPARATIONS. REFER TO DRIP NOTES THIS SHEET AND DETAILS 3 & 4, SHEET 34. /2&$7(32383%2',(62123326,1*6,'(62)75((3$/07581.32383%2',(6,1&/8'(*305$7('7:,1675($0 ƒ %8%%/(512==/(6:,7+)$&725< INSTALLED REDUCTION SCREEN IN LIEU OF CONVENTIONAL SCREEN - PROVIDE PVC PIPING AS REQUIRED TO CONNECT EACH TREE TO THE NEAREST ASSIGNED VALVE STATION - INSTALL POP-UP BUBBLERS PER DETAIL 4, AND PER TREE IRRIGATION LAYOUT DETAIL 5, SHEET 35. TREE AND PALM SYSTEM - INDICATES CONNECTION TO ASSIGNED TREE - SCHEDULE 40 PVC - 3/4" MINIMUM SIZE & OTHER SIZES AS NOTED - PROVIDE FOUR (4) POP-UP BODIES PER BOX TREE AND PALM - TORO TORO 570ZXF-4-COM SB-90-PC2 CONNECTION TO DRIPLINE, TYP. TREE CONNECTION , TYP. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ASSUME FULL RESPONSIBILITY FOR REVISIONS. THE 120-VOLT ELECTRICAL POWER SUPPLY TO THE IRRIGATION CONTROLLER(S) WILL BE PROVIDED BY GENERAL CONTRACTOR. CONNECT FINAL HOOK-UP FROM THE ELECTRICAL POWER OUTLET TO IRRIGATION CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING AND ARCHITECTURAL FEATURES. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, ASSUME FULL RESPONSIBILITY FOR REVISIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL LOCATIONS, ETC. COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED CONTROL WIRE SLEEVES UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES SLEEVES SHOWN ON THE DRAWINGS. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. EXTEND CONCRETE BASE OF CONTROLLER ENCLOSURE TO CONNECT WITH ADJACENT PAVEMENT. PROVIDE SHOP DRAWING OF CONCRETE ENCLOSURE BASE FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO INSTALLATION OF ANY ELECTRIC CONTROL VALVES, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE SIDE IRRIGATION FACILITIES. 1. 2. 3. 4. 5. 6. 7. 8. 9. PROVIDE DRIPLINE EMITTER TUBING SYSTEM FOR PLANTING AREAS AS SHOWN ON DRAWINGS. DRIPLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY. INSTALL DRIPLINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. DRIPLINE TUBING, AS SHOWN DIAGRAMMATICALLY ON PLANS WITH THE VARIOUS HATCHES INDICATING SEPARATION FROM STATION ASSIGNMENT, CONNECTS TO THE NON-PRESSURE LATERAL LEAD LINE FROM THE ECV AND PRESSURE REGULATOR SERVING THE DESIGNATED DRIP AREA. DRIPLINE VALVE STATION CALLOUTS INDICATE THE APPROXIMATE LENGTH OF DRIPLINE TUBING ASSIGNED TO EACH VALVE STATION AND IS PROVIDED FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL PROVIDE AND INSTALL THE REQUIRED AMOUNT OF DRIPLINE TUBING AS REQUIRED TO PROPERLY IRRIGATION ASSIGNED LANDSCAPE AREAS WITH THE EMITTER SPACING AND DRIPLINE TUBING ROW SPACING AS INDICATED IN THE EQUIPMENT LEGEND THIS SHEET. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING, AND ADDITIONAL INFORMATION. DO NOT INSTALL DRIPLINE TUBING UNDER PAVED SURFACES. CONNECT DRIPLINE TUBING TO SCHEDULE 40 PVC LATERAL LINE PIPING FOR ROUTING UNDER PAVEMENT AND SCHEDULE 80 PVC PIPING ROUTING THROUGH PLANTER WALLS. ADAPT DRIPLINE TUBING TO PVC PIPING AS REQUIRED WITH COMPRESSION ADAPTER FITTINGS. CONNECT DRIPLINE PIPING TO PRESSURE REGULATOR UNITS WITH SCHEDULE 40 PVC MALE ADAPTER FITTINGS AND COMPRESSION ADAPTER FITTINGS. PROVIDE COMPRESSION SERIES FITTINGS FOR TUBING TO TUBING CONNECTIONS AND CONNECTIONS TO PVC PIPING AS INDICATED IN THE EQUIPMENT LEGEND THIS SHEET. PROVIDE ONE (1) EMISSION OUTLET EMITTER TO EVERY VINE SPACED AT 6-INCHES CLEAR FROM STEM. CONNECT DRIP EMITTERS AND PVC DISTRIBUTION TUBING TO DRIPLINE TUBING WITH BARBED ADAPTERS AT LOCATION WHERE REQUIRED. 1. PROVIDE SOIL SPECIFICATIONS IF IMPORTING SOIL OR PROVIDE AGRONOMIC SOIL ANALYSIS IF USING ON SITE SOIL. THE SOIL INFORMATION MUST INCLUDE: SOIL TEXTURE (% OF ORGANIC MATTER), INFILTRATION RATE (OR ESTIMATED RANGE), PH & TOTAL SOLUBLE SALTS, INDICATE IF MULCH, SOIL AMENDMENTS OR OTHER MATERIAL WILL BE USED OR REQUIRED. 1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE AUDITOR HANDBOOK. 2. AUDITS SHALL BE CONDUCTED BY A STATE CERTIFIED LANDSCAPE IRRIGATION AUDITOR AT LEAST ONCE EVERY FIVE YEARS AND SUBMITTED TO THE LOCAL WATER PURVEYOR. 3. HISTORICAL IRRIGATION SCHEDULING DOCUMENTING THE USE OF DAILY WEATHER SCHEDULING INFORMATION, AS RECORDED WITH THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM, SHALL BE SUBMITTED IN LIEU OF IRRIGATION AUDIT TO VALIDATE AND VERIFY THAT THE IRRIGATION SYSTEM IS OPERATING AT OPTIMUM PERFORMANCE AS ORIGINALLY DESIGNED AND INSTALLED. 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2. REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. DX2RAIN MASTER EXISTING REDUCED PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY AT VETERANS PARK - PROTECT IN PLACE - REFER TO SHEET 2030-JGRISWOLD*MASTER CONTROL VALVE - 1.25-INCH SIZE - THREADED CAST IRON BODY - EPOXY COATED - NORMALLY CLOSED- ENERGIZE TO CLOSE - MANUAL OPERATOR -LOW CURRENT 24 VAC SOLENOID - REFER TO DETAIL 2, SHEET 33. JOHN DEERE GREENTECH *FS-150 FLOW SENSOR - PVC HOUSING - 1.5-INCH SIZE WHERE NOTED ON PLAN - SPECIFIED WITH CONTROLLER ENCLOSURE ASSEMBLY NOTES THIS SHEET - REFER TO DETAIL 5, SHEET 33. GHVY0512500 (TUBING) PRO-LOCK FITTINGS GDTS-140-900 STREET TREE SYSTEM - WHITE COLORED SCHEDULE 40 PVC - 3/4" MINIMUM SIZE & OTHER SIZES AS NOTED - PROVIDE DRIPLINE SYSTEM WITH PRESSURE COMPENSATING INLINE TUBING RATED @ 0.5 GPH @ 12-INCHES O.C. EMITTER SPACING - 17MM (BLACK COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH WALL THICKNESS OF 0.55" AND WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE 9-INCH METAL HOLD DOWN STAKES EVERY 10'-O.C. - INSTALL DRIPLINE TUBING ON ROOTBALL SOIL AND INSTALL WITHIN 3-INCH PERFORATED DRAIN LINE TUBING AS SHOWN ON DETAIL J, PLANTING DETAIL SHEET 52 - PROVIDE GPH PRO-LOCK ORANGE CODED COMPRESSION FITTINGS FOR TEES, ELLS AND COUPLERS - AND USE ADAPTER FITTINGS MODEL NOS.: 1/2" MIPT THREADED ADAPTER = GCIMA, GCIA = GLUE-IN-ADAPTER, GCIC = COUPLER, GCIEL = ELL, GCIT = TEE, GCIEP = THREADED END PLUG WHERE REQUIRED. connection to street tree GPH GPH GPH GPH = GPH IRRIGATION PRODUCTS 2 2 GENERAL IRRIGATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. IRRIGATION DRIP NOTES: IRRIGATION MAINTENANCE SCHEDULE: IRRIGATION AUDIT SCHEDULE: SOIL SPECIFICATION/ ANALYSIS SAMPLE: NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG PRESSURE LOSS CALCULATION: WATER MEIBI NUMBER: SYSTEM "8" WATER MErER SIZE: HYDRAULIC GRADE LINE: ZONE 1 (160') WATER MErER ELEVATION: ELEVATION DIFFERENCE: 152' STATIC PRESSURE (PSI): lARGE5T STATION: ELECTRIC CONTROL VALVE (ECV): 837 ELECTRIC CONTROL VALVE SIZE: ECV DEMAND: GPM 8 TOTAL METER GPM DEMAND: ECV EIIVATION: 7' STATIC PRESSURE AT ECV: SIZE DESCRIPTION 2" WATER SERVICE LINE 2" WATERMErER 2" BACKFLOW PREVENTER 1" MASTER CONTROL VALVE 1.5" FLOWMErER 6" GATEVALVE GATEVALVE 3" 2400 FEET OF MAIN LINE (]YPE ClASS 315) 2" 10 FEET OF MAIN LINE (]YPE CLASS 315) 1.5" ELECTRIC CONTROL VALVE LATERAL LINE LOSS 20% ATTING LOSS ELEVATION GAIN TOTAL SYSTEM PRESSURE LOSS (SUM OF #1-#13) PRESSURE REQUIRED AT CONTROL VALVE TOTAL PRESSURE REQUIRED (#14+15) SYSTEM WATER PRESSURE RESIDUAL PRESSURE (# 17-#16) EQUIPMENT LEGEND: [II ----- L--- ~------[ 2-INCH 8' 65 1" 8 65 NO. LOSS (PSI) ---------1 1.0 2 2.0 3 14.0 4 2.0 5 1.0 6 1.0 7 8 3.0 9 1.0 CONTROL VALVE CALLOUT LEGEND: 10 4.0 11 4.0 12 1.0 13 14 34 15 20 16 54 17 65 18 9 Rabben/Herman 11/17/15 ADDENDUM NO. 3-Added Irr Symbol & Description to Legend DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF 25 IRRIGATION NOTES AND LEGEND ETo REPLACEMENT VALUES FOR NEWPORT BEACH: JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. TOTAL YEAR 2.17 2.80 3.72 4.80 5.27 5.40 5.89 5.58 5.10 4.03 2.70 2.17 = 49.63 IN. DAILY ETo VALUES (JULY WEEK): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. .07 .1 .12 .16 .17 .18 .19 .18 .17 .13 .09 .07 MONTHLY PERCENTAGE (OF TOTAL YEAR): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 4.4 5.7 7.5 9.7 10.6 11.9 11.9 11.2 10.3 8.1 5.4 4.4 (100%) MONTHLY PERCENTAGE (OF PEAK JULY): JAN. FEB. MAR. APRIL MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. .37 .48 .63 .81 .89 .92 1.0 .95 .87 .68 .46 .37 THE FOLLOWING, BASED ON HISTORICAL DATA, IS FOR REFERENCE ONLY. PERFORMANCE VALUES ARE ACCURATE FOR CONTROLLER PROGRAMMING. ACTUAL WATERING TIMES MUST BE ADJUSTED FOR SOIL TYPE, EXPOSURE, MATURITY OF PLANT MATERIAL AND SEASONAL WEATHER CONDITIONS. WATER SCHEDULE DATA PROVIDED IS FOR REFERENCE ONLY FOR OVERVIEW OF LANDSCAPE AND IRRIGATION SYSTEM. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF WEATHER FOR HIS 90-DAY MAINTENANCE PERIOD TO OWNER. AS A GENERAL RULE OF THUMB, WINTER IRRIGATION TIMES ARE APPROXIMATELY 30% OF PEAK SUMMER TIMES. SPRING AND FALL GENERALLY REDUCE TO ABOUT 70% OF PEAK SUMMER SCHEDULE. REFER TO MONTHLY WEATHER DATA BELOW. R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 63 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert 0" ~ Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG Point-of-Connection# Water Efficient Landscape Worksheet City of Newport Beach, CA 92663 'B' System Maximun Applied Water Allowance (MAWA) Total MAWA = (ETo x 0.55 x LA in SF x 0.62 + (ETo x 1.0 x SLA in SF x 0.62) = Gallons per Year for LA+SLA Where: MAWA = Maximum Applied Water Allowance (gallons per year) ETo = Reference Evapotranspiration (Apendix A) (inches per year) (source: Rain Master website for Zip ET) 0.55 = ET Adjustment Factor (ETAF) per CALGreen Emergency Ordinance Mandate -June 2015 1.0 = ET Adjustment Factor (ETAF) for Special Landscape Area LA= Landscape Area (square feet) 0.62 = Conversion factor ( to gallons per square foot) SLA = Special Landscape Area (square feet) Billing Unit= 1 Hundred Cubic feet (HCF) or 748 gallons MAWA Calculation: ETo ETAF MAWA for LA= 49.63 X 0.55 MAWA for SLA = 49.63 X 1.0 LA or SLA (SF) X 12,390 X 0 Total Area (SF)= 12,390 Estimated Applied Water Allowance (EWAU) X X Conversion MAWA (Gallons per Year) 0.62 -209,686 0.62 = 0 Total MAWA = 209,686 Gal/Yr. = 280 Billing units Kl = Landscape Coefficient Formula: Kl = Ks x Kd x Kmc LA= Landscape Area (square feet) 0.62 = Conversion factor (gallons/ square foot) IE = Irrigation Efficiency= IME X DU IME = Irrigation Management Efficiency (90%) DU = Distribution Uniformity of Irrigation head Ks= Species Factor ( range= 0.1 to 0.9) (See WUCOLS for values) Kd = Density Factor ( range= 0.5 to 1.3) (See WUCOLS for ranges) Kmc = Microclimate Factor (range= 0.5 to 1.4) (See WUCOLS) WUCOLS -www.owue.water.ca.gov/docs/wucolsOO.pdf EAWU Calculation:IETo x Kl x LA in SF x 0.62 = Gallons per Year IE ETo Kl LA Conversion EAWU (Gallons Per Year) Special Landscape Area X 1.00 X X 0.62 . . - Cool Season Turf X 0.80 X X 0.62 + - Warm Season Turf X 0.65 X X 0.62 ... -• High Water Using Shrub X 0.70 X X 0.62 ... • - Moderate Water Using Shrub 49.63 x 0.40 x 10,885 X 0.62 ... . 0.9 -148,861 Low Water Using Shrub x 0.30 x X 0.62 • . - Palm Trees* (146 ea.) 49.63 x 0.40 x 3,650 X 0,62 . 0.85 . -52,853 illoderate Water Trees* (83 ea) 49.63 x 0.50 x 3,320 X 0.62 . 0.85 . -60,093 X X X 0.62 ... . - Total EAWU = 17,855 261,808 Gallons per year Notes: Total EAWU = 350 Billing units I 1. * Tree canopies for Specimen Trees and Palms provides 'Overlap Area' with the project landscape area as listed in the Project MAWA calculation. 2. Specimen Tree canopy areas = 40 SF each tree. Palm tree canopy areas = 25 SF each Palm. 3. The EAWU (261,808 gallons per year) is more than the MAWA (209,686 gallons per year). 4. The project's Landscape Estimate of Applied Water Use should be exempt from the City of Newport Beach ordinance for Water Efficient landscape due to special landscape Specimen Tree and Palm Tree arrangements. Sprinkler Head Types Average Precipitation Rate Distribution Uniformity of Irrigation Head Drip Emitter System 0.6"/Hr 1.00 Low-Flow Basin Bubbler 1.5"/Hr. 0.88 Rabben/Herman NO. DATE DESCRIPTION OF REVISIONS IRRIGATION SCHEDULING DATA: SYSTEM DATA REFERENCE INFORMATION: SYSTEM DESIGN RATE OF APPLICATION: HISTORIC SEASONAL ETo: PEAK MONTHLY ETo (JULY): PEAK DAY ETo QULY) REQUIREMENT: PEAK WEEK ETo QULY) REQUIREMENT: PER DAYETo (1 WEEKOFTIMEWITHIN 6 DAYS OF JULY): IRRIGATION SYSTEM EFFICIENCY RATING (IE)-DRIP: IRRIGATION SYSTEM EFFICIENCY RATING (IE)-LOW-FLOW BASIN BUBBLER: SPRINKLER PRECIPITATION RATE-DRIP: SPRINKLER PRECIPITATION RATE-LOW-FLOW BASIN BUBBLER: -SHRUB WATER-USE PLANT FACTOR-0.4 (LOW): -PALM WATER-USE PLANT FACTOR -0.4 (LOW): -TREE WATER-USE PLANT FACTOR-0.5 {MODERATE): EVAPOTRANSPIRATION ADJUSTMENT FACTOR [EfAF) LANDSCAPE COEFFICIENT -SHRUB DRIP [PLANT WATER-USE/IE (.4/ .9)]: LANDSCAPE COEFFICIENT -PALM BUBBLER [PLANT WATER-USE/IE (.4/.85)]: LANDSCAPE COEFFICIENT -TREE BUBBLER [PLANT WATER-USE/IE (.5/.85)]: ADJUSTED SHRUB DRIP PEAK (JULY) WEEK ETo: 0.08 "/DAY ADJUSTED PALM BUBBLER PEAK (JULY) WEEK ETo: 0.09"/DAY ADJUSTED TREE BUBBLER PEAK (JULY) WEEK ETo: 0.11 "/DAY PEAK CONTROLLER SCHEDULING -PER WEEK TIMES QULY): SHRUB DRIP RUN TIME@0.7 PRECIP RATE: PALM BASIN BUBBLER RUN TIME@l.5 PRECIP RATE: TREE BASIN BUBBLER RUN TIME@ 1.5 PRECIP RATE: DESIGNED:, ,, DRAWN: R1Hdo MU APPROVED CHECKED: DA TE: ,. / DH 10126 15 1.5"/WEEK(PEAK) 49.63"/YR 5.89"/MO. 0.19"/DAY 1.33"/WK 0.22"/DAY 0.90 (90%) 0.85 (85%) 0.7"/HR. 1.5"/HR. 0.44 0.47 0.59 0.59"/WK 0.63"/WK 0.78"/WK 50 MINUTES/WEEK 25 MINUTES/WEEK 32 MINUTES/WEEK SHEET OF 3 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 I PROVIDE SPARE WIRES AT ECV. SPARE WIRE NOTE: 5 1.5 B39 1" M TREES - 5 PROVIDE lWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. THE LOCATIONS FOR SPARE WIRES ARE IDENTIFIED ON DRAWING WITH THE WORDS "PROVIDE SPARE WIRESATECV". NOTES: 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. NO WORK SHALL BE DONE ON THIS SllE UNTIL BELOW AGENC;Y IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Under round Service Alert Ccll: TOO. FREE 8 11 lWO WORKING DA~ BEFORE YOU DIG .; "' ,5 <» - in iii iii .c .c ,5 lo ~ (0 -~ -"' ;i; - ui ii5 ii5 ii5 .c -.<= "' i"i ~ ~ KEY PLAN • i 3 838 0.7 3/4" M AREA-330 SF DRIPLINE-250 LF o· 20' I~~~. SCALE IN FEET SCALE: 1 • = 20' 40' I §~~~ep{H8fff18B Landscape Archlteiture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport e .. ch, CA 92663 P: 949.548.3459 F: 949.548.5743 . IRRIGATION SYSTEM DESCRIPTION: 1. LANDSCAPE SHRUB AREAS ARE IRRIGATED WITH INLINE EMITTER DRIPLINE ASSIGNED TO SEPARATE LANDSCAPE HYDROZONES ARRANGED WITH SUN AND WIND CONSIDERATIONS. TREES AND PALMS ARE PROVIDED WITH LOW-FLOW BASIN BUBBLER NOZZLES MOUNTED TO POP-UP BODIES, ALSO ASSIGNED TO DEDICATED CONTROL VALVE STATIONS. 2. DOMESTIC WATER FROM AN EXISTING IRRIGATION-USE ONLY WATER METER SUPPLIES THE NEW LANDSCAPE IRRIGATION SYSTEM IMPROVEMENTS AT VETERANS PARK. AN EXISTING REDUCED PRESSURE "(RP) BACKFLOW PREVENTER PROVIDES HIGH HAZARD CROSS CONNECTION PROTECTION FOR BOTH THE EXISTING VETERANS PARK IRRIGATION SYSTEM AND THE NEW SYSTEM . IMPROVEMENTS SHOWN ON THESE PLANS. 3. A NEW IRRIGATION CONTROLLER SYSTEM WILL OPERATE NEW CONTROL VALVE STATIONS AS ASSIGNED PER PLANS. THE NEW IRRIGATION WILL SE INSTALLED ADJACENT EXISTING IRRIGATION CONTROLLER AND SHALL OPERATE A DEDICATED FLOW SENSOR AND MASTER VALVE TO PROVIDE HIGH-FLOW SHUT DOWN FOR THE ASSIGNED MAIN LINE PIPING BEING SERVED. 4. SHUT-OFF VALVES ARE LOCATED THROUGHOUT THE SYSTEM TO PROVIDE FOR PARTIAL SHUTDOWN OF THE SYSTEM. QUICK COUPLING VALVES ARE LOCATED TO PROVIDE INCIDENTAL WATERING OF TREES AND SHRUBS. 5. THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM OPERATES THE EXISTING IRRIGATION CONTROLLER LOCATED AT VETERAN'S PARK THAT PROVIDES A MINIMUM OF 4 PROGRAMS, PROVIDE "CYCLE AND SOAK" MULTIPLE START SCHEDULING AND ARE CAPABLE OF AUTOMATIC SEASONAL ADJUSTMENTS BASED ON CONNECTION TO THE CITY'S WEATHER DATA COLLECTION UNIT. 6. SELECTION OF IRRIGATION EQUIPMENT AND MATERIALS COMPLIES WITH THE CITY OF NEWPORT BEACH STANDARD IRRIGATION EQUIPMENT LIST AS SELECTED AND DIRECTED FOR SPECIFICATION ON THESE PLANS. DESIGNED: OR AWN: R Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: OH DA TE: 10 26 15 I .. ,... . ... _ ~-=,-•• -·-···----·-! ~--~ -• -----·----·---------~_:_: __ : ' ,,,, ... __ . __ ,.,,-/ C-5541 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 26 OF 53 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 NOTES: : • ■ i -• I I LU ■ ::r:: cn ■ I w ■ • w:'~___/ Z ■ -,,,, -· -I ■ ::r:• o: 1-• .A". "lJ::::~:.::::::::-····-.. __ 0 / ' i ,, ~ 1. REFER TQ SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. NO WORK SHALL BE DONE ON lHIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION ro GRADE OR EXCAVATE. Under ound Service Alert Coll: TOLL FREE 81 1 lWO YIORKING DAYS BEFORE YOV DIG .c 0) -iii <ti ~ .c .c ;::: <ii ~ -~ ..; (/) .c ::; ~ .c i5 ~ --' (/) --' ci'j (/) ~ ,s ~ -~ KEY PLAN W. Balboa Blv • -·---• .. -.. ·-···-·-------------~--...... ____ , .. ,-.... _, __ -~----= ..... =--= .... ·-=-::=====================================-- '· - 20' to' o· 20' ·1 I 40' ---SCALE IN FEET SCALE: ,. = 20' L. ' ,.,. ___ ,,_,...i c. __ L __ ~~q.a~~nn/H~ffll~e'2 U !t:~2~) i ~,.,ij, , \.Jr~ ~ l1 V ,,, Landscape Arthlteiffii' Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949:548,3459 F: 949.548.5743 \ NO. \ DESIGNED: DRAWN: R Hdo MU DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: DH 10 26 15 ,, _... . . •" • •·• •~ -,o~.:-------••-._~_;'._ __ .......... -~-•• -• I l \ I \ \ \ \ I ' \ \ \ \ c;-s541 15TH STREET/ BALBOA BOULEVARID REVITALIZATION ROADWAY IMPROVEMENTS IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 27 OF 53 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 \ \ \ NOTES: 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. NO WORK SHALL BE DONE ON lHIS Sil£ UNlll BELOW AGENCY IS NOTIFIED OF INlENTION TO GRADE OR EXCAVAlE. Under ound Service Alert ~~ Coll: Tru. FREE 811 TWO VlllRKING DAYS BEFORE YOU DIG ui ,:: .;: ~ ..., .., 0:, 0:, ..., 0:, KEY PLAN 22'...J.0i:c:' -o• 20' ~~ I J SCALE IN FEET SCALE: 1 • "" 20" ,. i I 40' I 7 ~~!~~!ff:~. 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949,548.3459 F:949.548.5743 NO. DATE 0 CJ 8/'· --I ( __ I ___ I DESIGNED: DRAWN: R do MU DESCRIPTION OF REVISIONS APPROVED CHECKED: DH DAlE:10 26 15 --+--·t-·-- r I -I Q) I Q) I I,,_ -■ Cf) I .c. ■ I -co I ~ ■ ■ 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMl::NTS IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 28 OF 53 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 NOTES: 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. ' NO WORK SHALL BE DONE ON lHIS SITE UNlll BELOW AGENCY IS NOTIREO OF INTENTION 10 GRADE OR EXCAVATE. Under round Service Alert Cdl: TOil FREE 811 ..; ..; ii5 .., (/) (/) (/) .c .c .c .c .c In lo ;::: <O in ~ -~ ~ -TWO lll'.lRKING DAYS BEFORE YOU DIG ..; ?i5 (/) .c ,s ;;;: "' --<ii <ii KEY PLAN 20' 10' 1"1111111111! ff 2~-· iiiiiiiiiiiiiiiiiii149' SCALE IN FEET SCALE: 1• = 20' ('"' ·--· -·-/. I---- / I T I I . ' ' r -- , .:... ·'. '!J,{w r .: -1-v. ·-"'---·---··, • .':! ~ 1 ¾ '··· --_ .. / •1:u w sr. ---•■z z: ■- -l' W. Balboa Blvd. ■....J : , 0 -········· : ■ I ■ ■ 11 ■ ■ • :1 I --~--:1 :1 L ............ _I I : ! I ' ■ C-5541 §fl~&f1{H8fff18g landscape Archlte~ Master Planning Ulflan Design 833 Dover Drive, Suite 9 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS Newport Beach, CA 92663 P: 949.548.3459 • F:949.548.5743 NO DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: R do MU APPROVED CHECKED: OH DATE:10 26 15 IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT , . .. -·--·· -....... ·~·····----·----•·-··--,_;~ --,_,__,,----~-L.,,__'..,_ __ , __ , _., .. , R-6061-S SHEET 29 OF 53 .•• 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 3 3 3 3 3 3 3 3 3 8 M 0.7 AREA-990 SF DRIPLINE-750 LF 7 ,: !i !I Ii I' ,I 11 11 I! f >-Q) --<( ..... C 'o s.... u... C! CtJ ~ Q • , I I • ' ___ __,, "". ""'. "' .. , -·•·. ............ _ .. ·-·-. ·----' j i \ ---~~ .. --~ NOTES: ; •:tr : : ,· J$.( ·:'' ~ 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES .• 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. NO WORK SHALL BE DONE ON llllS SllE UNTit. BELOW AGENCY IS NOTIFIED OF INlENTION 10 GRADE OR EXCAVATE. Under round Service Alert ~~ ~: TOLL FREE 8 11 lWO WORKING DAYS BEFORE YOU DIG U) .c i$ ~ U) U) .c .c Iii .; ' ;t: ~ ~ -· U) ~ ~ ,s "' - I ' j .., ., (JJ li5 .c: (JJ ·.; .c -s -c-i --- KEY PLAN --~-·---------------····-··---~~----·•---~---· .. --.•·····-··•-· ----,-.. ,-.---... ·-·•-· .. -~-·-~--------.. ---r•-·•--,.------- 1 M 20' : J _ _j 1 1" 1. PALf,1S -16 1,.---+-=· --+-+-----2 M 1.5 TREES -·2,-----·-........ ./ """""-=:.~:.:::::::.+- I B19 5 1.5 PALMS -12 . L ..... .. ·1 1 ! ! I .~ .. t ! •••••• l ~..ifJI~ \ IRRIGATION SYS MI Tl IBOITJNOJE: ·,-... --•·-· \ ~;vt~ ..---------14---i:-..+-'-1------+-+--+--------+--+----t \ ··•"· LOCATION OF EXISTING ! P.ARKclRRI JIO , • ER MOUNTED TO WALL ON U I DER sjDE \. OF SHADE STRUCTURE O ACT AIN MASTE TE6H'SERVICES FOR UPGRADING THETERMI AL i i i \ \ , BOARD(S) TO FULLt:48 Tl N CA ACllY, CO olLER IS OPERATIONAL. SECURE PERMISSI N TO SHUT l , L . I .. -r . , CONTROLLER FOR • G ADE ORK. ROUT NEW..CONTROL WIRES, SPARE WIRES AND C MON RES FROM CONTRO I R ON . IRRIGATIO IMPROVEMENTS FOR AUTOMATIC OPERATIO . . "O > -Cl) ca 0 ..c -co Cl) ½ 2SL ' I I I ' ,J I ~------,------~ _ _J •••••••••••••••••••••••••• I PALMS 4 2 0.7 AREA-2,90 SF RIP LINE-i220 LF .,,,,, ___ ,,,,, ...... ,_:j ' i _,, ...... _,,,, .. ,_; I I ••••••••••••••••••••••••••••••••••••••••••••••••••••••• MATCHLINE SEE SHEET 31 10' o' SCALE IN FEET • SCALE: 1 • = 20' 40' §~~~&n~H6tff1c!ij landscape ArchitJ'~ Master Planning Urban Design 833 Do11er Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F:949.548,5743 NO. DATE DESCRIPTION OF REVISIONS I l M IRRIGATION POINT-OF-CONNECTION NOTE-SYSTEM 'B': IRRIGATION POINT-OF-CONNECTION • CONNECTTO EXISTING IRRIGATION SYSTEM DOWNSTREAM OF MASTER VALVE AND FLOW SENSOR FOR FOR IRRIGATION SUPPLY OF NEW LANDSCAPE IMPROVEMENTS. EXISTING WATER SERVICE CONNECTED TO DOMESTIC WATER ZONE 1 (160' HGL). CONTRACTOR TO CONFIRM EXISTING WATER METER ACCOUNT FOR IRRIGATION SYSTEM SERVING VETERAN'S PARK WITH THE CITY OF NEWPORT BEACH WATER DEPARTMENT. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND ACTUAL LOCATION. PEAK IRRIGATION DEMAND: SYSTEM DESIGN PRESSURE: EXISTING WATER PRESSURE (STATIC): WATER METER ELEVATION: 81 15 G.P.M. 54 P.S.I. 65 • P.S.I. .--TO EXISTING VETERANS PARK IRRIGATION SYSTEM. LOCATE AND PROTECT IN PLACE . VETERANS PARK 7 1.5 B17 4 ,. 1.5 15th Street ' 11 \ ' \ \ \ \ \ \ \ \ \ I i \1 I \ \ \ \ \ \ 5 0.7 AREA-70 SF DRIPLINE-53 LF AREA-1510 SF DRIPLINE-1140 LF PALMS -13 \ \ DESIGNED: DRAWN: R Hdo MU APPROVED CHECKED: DA lE: DH 10 26 15 \ I I /' I \ \ \ \ ) I I C-5541 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 30 OF 53 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 ' .------~----· _______ _r--------·-······ .. ·--.... ····-··· .. ··----··'' ---.. -- L,, ." r-· -r---~. •••• 7 )1 l1 /-------/ (-----/ ' I -,-----lr_J r r---·, l I I I I ----i ' r--•1 • I I , i • I' ,._, I I I • I ' I I I r·--------·---·-I : -------.......... -......... -. CJ /" ·, • • ~,,, '-.._ i I i I I L, I I ! I I : ('··------------·-------~~--~-1 \r.r;=;··;:; .... :; ; -.. -~;';_ __ ._! ·---... ,C~':..:=:~~·~==t=';~7 .. ~f~:..?;· , .. ~:---.... i '"',, 1 • I r 1 1 I L1 I 1 1 1 ■ ,·■ _ ..... _ .. _. . .. ··-·· .......................... _.c,_ ..... "'"' ........... !Y ............. ,. ·-;:r--·, ·::/-' , "-....':,... ./---"-1J ' ,, ✓-·::,,. I ,··-·----• i ' I I J . I a.-. ·-------·---~-,..,··-----------.... -....... -........ -...... ::::::::::~~~.::::-.::::-.::::-_.::::-:.:::::-_-_ -_ -_ ---(.:;·. ___ ._------··===================·=--=-= ..... = .. ~--··=----·==·-=· ==----=-1 "' ~1------+,--rk~i~,; --= . ..I:"""l_;:~ ... -:-1-J--·-,. 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'-_··''..'~ .. ~·:.:½~~-=.11= ...:i---1, -.. ~: .. ~~ .. =~-;~-~~-:.:~ .. ;.~-· .. •-· .. ···-;· , -=r~--·--····---•'-.. -:__-------_:::_--;, .. -I I • l\l' • ¾2 ,.' '· .... . .. / . -:_--·-"';--.... ~ .. -.. -: .. -/,.. ---·~ -;:;::; z ■ 8 ·•--.......... , .......... / I ·c,--....... ____ .. •--.. -·-· -.... ·-·-·-!L -■ 11 B9 ' ■ . -· . .>.........-.-. __ : __ ~_.__.,_ -· ..... •: .......... . . ,..:.,:. ... "',; ·--.... ·--r---l -... ,· r , ·,,,,-r·oc=.,-~~ .. -• .. ·-·-,r_ ..... --11 ?''. 10\',, .. 1 . -.. --------====~===: .. -.... ---:===::::::::::-•--.~,. ·--~-----·""'··-----·-✓-------··-· .. .,·-· ...... -....... ~-, ... -· ------~---· i ' • • ... -.. ·---··-•-· .. .Ii:: .. -·-·-•-.. ...__,, ___ .. __ ,, ■--=:::::'. .. ........................ '"'-"' (~-... -.... _-:::-•-.... -, .. '-_ .. ·-.. ··-/ . \.)' / <---,T--·--·--.. -·----•-.. -----.. == .. :•::. -----·-·-·---·--· ■.::::::: I '-s, ·1 --·---~ ---/ 0 \ /' ·~ l /' "\ RIW -·--:-----·---:::.:::::::::::.:::.:::.::::::::=- : ',, ..... -.... ·/----....... _ .. ·-••· ~-.. : / ...... _ _J---.. ----.. ------.. --...... 1 ···\..-.. 7~") .. -.. ~--.. --t7-----yC:'..."\ ... L._.::::i~.-+_:-':::\ /~o "\✓-.-~-1==~~-r-----:- : I L ..... -................... _ .:. ___ .. _.___ \. 0.,/ \. . ./ \. Q.,/--\~-7 \-·;;-:-/·----...... =~·~-·-,·-·-·-·-·----·-.. -:·· I I . .... .. _ -·-"-••-·•-· .. --,--......... _ ' ,. • ' -------.. ~·-•--.. - ■ ! 1i> 1· -·-·--·-.. -..... -·-•-.. -........ -.... r------·-·•-.. -.r·--------... -.......... _ ... _ .. ____ .... : i I : ■ en I •- ]~-£ I = "q" •1 I ~ ! '----..... -......... . I I I I r--J NOTES: I 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. c .. 5541 NO WORK SHALL BE DONE ON 1ll/S SITE UNTIL BELOW AGENCY IS NOllnEO OF INTENTION TO GRADE OR EXCAVATE. Under round Service Alert iii i75 i75 ,:; " .e ~ l,i ~ CoJI: TOLL FREE .., (I) .e -~ ~ 20· §&~~?\H&ftll!g Landscape Archlte~e Master Planning Urban Design 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 811 iii iii iii ,:; ,:; ~ In 1il ---1WO 'MlRKING DAYS BEFORE YOU DIG iii ,:; ti 15 --KEY PLAN I SCALE IN FEET SCALE: 1 • = 20' 40' I • 833 Dover Drive, Suite 9 Newport Beach, CA 92663 • P: 949.548.3459 f:949.548.5743 NO. DATE DESCRIPTION OF REVISIONS ,-. ._ .. ,..-•-r ., 1 DESIGNED: DRAWN: R do MU APPROVED CHECKED: DAlE: OH 10 26 15 IRRIGATION PLAN CITY OF NEWPORT B"EACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 31 OF 53 11/17/16 NOTE: Record Drawings prepared from As-Builts information provided by Contractor. Record Drawings3 3 Bulb-out, Landscape and Irrigation not installed. Bulb-out, Landscape and Irrigation not installed. Bulb-out, Landscape and Irrigation not installed. 3 3 3 NOTES: 1. REFER TO SHEETS 24 AND 25 FOR IRRIGATION LEGEND AND NOTES. 2. REFER TO SHEETS 33 THROUGH 35 FOR IRRIGATION DETAILS. NO WORK SHAU. BE DONE ON lHIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Under round Service Alert Coll: T(ll fREE 811 1WO WORKING DAYS BEFORE YOU DIG ci5 ,c ;;; - ci5 ci5 -' en ,c ,c ,c cl; i':'. Iii --- ci5 ,c ::;: - ,c ;;; - .. (/) ch .. (/) s ~ ~ KEY PLAN 20' I I I 8' 2~· SCALE IN FEET SCALE: 1" = 20' I ! I I I ; l I I i I I I i I ! j ! ' ! I i I i I ! I ! i I I I I I ' I I f I ! I I ' ' .. :~:_::~:-~~ . ··-··--,. --·-· ,, ••' .,~ 40• I ·, ' / ' 171 1 "' - Ra~Qe?{H,8Iff]~~'l 08.:i!Cl~ 1 o-r·~ iivE;,, La-ndscape Archlte~ Master Planning Urban Design 833 Oover Drive, Suite 9 N"'port Beoch, CA 92663 P: 949,548,3459 F: 949.548,5743 NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: R Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 ( 1.-<. ...... ' -·-·-----·--·--·-~t----- ' ! -~-:-~-... --=:-~:~t~==: ' ; C-,5541 15TH STREET/ BALBOA BOULEVAR6 REVITALIZATION ROADWAY .IMPROVEMENTS IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6061-S SHEET 32 OF 53 R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 5333 IRRIGATION DETAILS BRASS NIPPLE (TYPICAL). 1 CU.FT. CONCRETE THRUST BLOCKS (TYP.) WRAP PIPE W/ 10 MIL. TAPE. SATURATE AND COMPACT FINISH GRADE. PVC MALE ADAPTER. SUB-GRADE TO 90% PRIOR TO POUR. BRASS UNION. WYE STRAINER - LINE SIZE. REFER TO IRRIGATION LEGEND. BRASS ELL (TYPICAL). REDUCED PRESSURE BACKFLOW ASSEMBLY LEGEND: 2 1 3 4 6 5 7 8 1 2 3 9 4 5 6 8 12" MIN. 36" MAX. NO SCALE BACKFLOW PREVENTER 9 LOCKING METAL SECURITY ENCLOSURE AND9 PRE-FABRICATED MOUNTING PAD. 7 2 4 1 3 14 111013789 12 8" MIN. 5 CONTROL WIRES, BUNDLE AND TAPE WITH 30" COIL OF WIRE. ELECTRIC CONTROL VALVE. RECTANGULAR VALVE BOX WITH LOCKING COVER - 1" IN TURF AREAS, 3" IN SHRUB AREAS. WATERPROOF WIRE CONNECTORS. 3/4" CRUSHED GRAVEL - 8" DEPTH. PVC PRESSURE PIPE. SCH 80 PVC FULL PORT UNION. PVC SCH 80 FEMALE ADAPTER. PVC NON-PRESSURE PIPE. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). COMMON RED BRICK - 4 REQ'D. SCH 80 PVC TEE (S x S x S) OR ELL (S x S)4 3 2 1 7 6 5 11 10 9 8 12 14 13 LEGEND: NO SCALE ELECTRIC CONTROL VALVE I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. 15 15 *HEAT BRAND CONTROLLER AND THE VALVE NUMBER SEQUENCE ON COVER IN 2" HIGH CHARACTERS. I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. GREEN IN COLOR* 8 10 11 12" MIN. 18" MAX. 7 12 4 11 2 93 5 6 13 1 FINISH GRADE. PVC MAIN LINE PIPING. FLOW SENSOR AND PVC HOUSING. SET RECTANGULAR VALVE BOX 1" ABOVE FINISH GRADE OF TURF OR SET 3" ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. ALLOW MINIMUM DISTANCE OF 8 PIPE DIAMETERS AND A MAXIMUM OF 10 FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER. ANGLE MAIN LINE TO SPECIFIED DEPTH WITH 45 DEGREE FITTINGS. COMMON RED BRICK (4 REQUIRED). VALVE, FITTING, METER, OR REDUCING COUPLER NEAREST TO FLOW SENSOR. ALLOW MINIMUM DISTANCE OF 12 PIPE DIAMETERS AND A MAXIMUM OF 15, FROM NEAREST DOWNSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER. SIGNAL CABLE (2-WIRE CONDUCTOR) WITH 30" EXPANSION LOOP (SEE SPECIFICATIONS). EXTENSION AS REQUIRED. 3/4" CRUSHED ROCK - 12" DEEP. WATERPROOF WIRE CONNECTIONS RECTANGULAR VALVE BOX; HEAT BRAND THE LETTERS `FS' ON COVER PER SPECIFICATION. LEGEND: 5 1 2 3 4 6 7 8 9 10 11 NOTE: 12 13 2" CLR NO SCALE FLOW SENSOR GRADE. LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM, COVER ALL OPENINGS. 2. ARRANGE VALVE BOXES AT RIGHT ANGLE TO HARDSCAPE EDGES. 3. USE TEFLON TAPE ON THREADED FITTINGS. DO NOT USE PIPE DOPE. 1. PROVIDE 2 FOOT MINIMUM CLEAR DISTANCE BETWEEN VALVE BOXES. SCHEDULE 80 PVC T.O.E. NIPPLE (THREADED ONE END) AND SLIP-FIT COUPLING (TYPICAL). PVC PIPE TO FLOW SENSOR OR SPRINKLERS: ANGLE PIPE TO SPECIFIED DEPTH WITH RECTANGULAR VALVE BOX, WITH BOLT-DOWN COVER AND STAINLESS STEEL HARDWARE - HEAT BRAND CONTROLLER ASSIGNMENT AND THE LETTERS "MV" ON COVER IN 2" HIGH CHARACTERS. NOTES: I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. WIRE CONNECTOR - 2 REQUIRED. MASTER VALVE. PVC MAIN LINE PIPING. COMMON BRICK (4 REQUIRED). 3/4" CRUSHED ROCK - 6"DEEP. 6 5 4 3 2 1 7 8 9 45 DEGREE ELBOWS AS REQUIRED. CONTROL/COMMON WIRES FROM CONTROLLER - COIL 36-INCH MIN. LENGTH OF WIRE IN BOX.10 11 LEGEND:2" MIN. CLEAR 6" MAX.3 11 FINISH 9 6 4 7 5 82101 NO SCALE MASTER VALVE 1" IN TURF 3" IN GROUNDCOVER SCH 80 PVC NIPPLE 6" MIN. LENGTH. PVC MAIN LINE, DEPTH AS REQUIRED. 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH W/ TWO (2) STAINLESS STEEL BANDS. SCH 80 PVC TEE OR ELL. COMMON BRICK - 2 REQ"D. SCH 80 PVC STREET ELL, TYPICAL 3/4' CRUSHED GRAVEL - 8" MIN. DEPTH . SCH 80 PVC NIPPLE, LENGTH AS REQUIRED. QUICK COUPLER VALVE. ROUND VALVE BOX - GREEN IN COLOR - 11 10 9 8 7 1 2 3 4 5 6 LEGEND: 1 2 3 4 5 7 9 108611 NO SCALE QUICK COUPLER VALVE 1" IN TURF AREAS, 3" IN SHRUB AREAS. HEAT BRAND THE LETTERS "QC" ON LID. SMART CONTROLLER NO SCALE SLOPE TO DRAIN. 36"MIN.24" MAX. 18" MIN. BALL VALVE. FINISH GRADE. SCHEDULE 80 PVC ADAPTER. PVC MAIN LINE.ROUND VALVE BOX, GREEN IN COLOR , HEAT BRAND THE LETTERS "BV" ON COVER* INSTALL AT 12" DEPTH CLEARANCE SCHEDULE 80 PVC NIPPLE, TYP. RED BRICK - 2 REQ'D. 1 CU. FT. 3/4" CRUSHED GRAVEL. 1 2 3 4 5 6 7 8 9 LEGEND: 1 9 2 4 5 6 7 8 3 NO SCALE BALL VALVE * SET RECTANGULAR VALVE BOX 1-INCH ABOVE FINISH GRADE OF TURF AND SET 3-INCHES ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. LANDSCAPE FABRIC - COVER ALL OPENINGS10 10 11 INSTALLED HEIGHT OF VALVE BOX*. 11 ELECTRIC CONTROL VALVE - DRIP NO SCALE LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM - COVER ALL OPENINGS. 1-INCH IN TURF AREAS AND 3-INCHES IN SHRUB AREAS. VALVE I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. SCHEDULE 80 PVC TEE OR ELL AS REQUIRED. ELECTRIC CONTROL VALVE DRIP ASSEMBLY. SCHEDULE 80 PVC NIPPLE (2" LENGTH, HIDDEN) AND SCHEDULE 80 PVC ELL. COMMON RED BRICK - 4 REQUIRED. 3/4" CRUSHED GRAVEL - 8" DEEP. PVC MAIN LINE PIPING. SCHEDULE 80 PVC UNION. SCHEDULE 80 PVC NIPPLE, SHORT (1 0F 3). SCHEDULE 80 PVC MALE ADAPTER. PVC NON-PRESSURE PIPE. FINISH GRADE. RECTANGULAR VALVE BOX WITH LOCKING COVER* - GREEN IN COLOR. APPROVED WATERPROOF WIRE CONNECTORS. 30-INCH COIL LINEAR LENGTH OF CONTROL WIRES. SCHEDULE 80 PVC NIPPLE (TYPICAL, LENGTH AS REQUIRED). SCHEDULE 80 PVC ELL. LEGEND *HEAT BRAND CONTROLLER AND THE VALVE NUMBER SEQUENCE ON THE COVER IN 2" HIGH CHARACTERS. TOP OF MULCH. 63 0 0 0 0 0 0 0 0 0 0 0 0 (j)------ CJ 0 0 0 0 0 0 ® NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert =" Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTES: 1. ElfCTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL ElfCTRICAL CODE. 2. GROUND SIGNAL CABLE AT EACH CONTROLLER ENCLOSURE. 3. NO WIRE SPLICES PERMITTED WITH FLOW SENSOR SIGNAL CABLE. LEGEND G) IRRIGATION CONTROLLER. ® 3 1r--ic-:!-=======-----l~ rr=c~===i-7---77 {1) CONTROL WIRES WITHIN 3" PVC SCHEDULE 40 LONG SWEEP ELL-W/ 3-FOOT EXPANSION LOOP AND ZIP LOCK TIES BELOW CONTROLLER. INCLUDE WIRE NUT CONNECTORS FOR WIRES. @120-VOLT, 60 CYClf POWER SUPPLY WIRES IN SCHEDUlf 40 PVC, 1-1/4' SIZE CONDUIT. @ENCLOSURE BASE-MINIMUM OF 20"x20"x12" DEEP-lYPE V2500 PSI CONCRETE. SLOPE EDGES TO DRAIN. EXTEND CONCRETE BASE AS REQUIRED TO CONNECT WITH ADJACENT PAVEMENT. RAIN SWITCH ASSEMBLY WITH SECURITY MOUNTED TO ENCLOSURE. COPPER CLAD GROUND ROD -5/8"x8-FOOT. PROVIDE#lO BARE COPPER WIRE AND CLAMP. CONTROLLER ENCLOSURE. @SCHEDULE 40 PVC SWEEP ELLS-PROVIDE THREE (3) I-INCH CONDUITS FOR DEDICATED USE WITH FLOW SENSOR CABLE, BARE GROUND WIRE AND ONE SPARE. @sET PAD ELEVATION AT 1-INCH ABOVE FINISH GRADE IN TURF AND SET AT 3-INCHES IN GROUND COVER AREAS. @120-VOLT POWER SWITCH AND 20A/120V GFI OUTLET WITH BREAKER BOX. 0 0 0 0 0 ----0 0 0 0 0 ®------@------CD------ 0 8 § 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 @) 0 0 @ 0 0 ® CD ® Rabben/Herman DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 5334 IRRIGATION DETAILS REDUCING BUSHING - 3/4" MIPT X 1/2" FIPT. COMMON RED BRICK - 2 REQUIRED, TYPICAL. DRIPLINE EMITTER TUBING. AIR/VACUUM RELIEF VALVE. FINISH GRADE OF SOIL. BOLT-DOWN ROUND VALVE BOX - GREEN IN COLOR. HEAT BRAND THE LETTERS "AV" WITH NOTES: 1. USE TEFLON TAPE ON ALL MALE PIPE THREADS. LEGEND: DIG MODEL #15-058 UNIVERSAL NUT LOCK TEE (INS. X INS. X 3/4" FIPT). 2" HIGH CHARACTERS ON COVER. SET TOP OF ROUND BOX FLUSH WITH THE TOP OF MULCH. 3/4" CRUSHED GRAVEL - 12" DEEP. 1 NO SCALE AIR / VACUUM RELIEF ASSEMBLY 2 7 68 4 3 9 5 6 7 5 3 4 2 1 9 8 FLUSH OUT ASSEMBLY NO SCALE PVC FLEXIBLE HOSE (BLACK) - 1/2" DIAMETER (NON-IPS) - 3-FT. MINIMUM LENGTH - GPH MODEL #GPVCAR050 SERIES. PVC SCHEDULE 40 SLIP FIT REDUCER BUSHING (1/2 X 3/8) AS REQUIRED. 3/4" CRUSHED GRAVEL - 1 CUBIC FOOT. SCHEDULE 40 PVC SLIP COUPLER (LINE SIZE). SCHEDULE 40 PVC BALL VALVE (S X S) - 1/2". COMMON RED BRICK SUPPORTS (2 REQUIRED). DRIPLINE SYSTEM PIPING. 1-3" ABOVE FINISH GRADE. GREEN COLORED 10" ROUND BOLT-DOWN VALVE BOX - HEAT BRAND THE LETTERS' FO' ON THE COVER FINISH GRADE. IN 2" HIGH CHARACTERS. NO SCALE DRIPLINE TUBING -TYPICAL LAYOUT EDGE OF PLANTER OR LIMIT OF ZONE AREA AS SHOWN ON PLANS. PERIMETER DRIPPER TUBE 2" TO 4" FROM EDGE OF PAVEMENT OR RETAINING WALL. DRIPLINE TUBING START OF CONNECTION. DRIPLINE COMPRESSION ELL. AIR/VACUUM RELEIF VALVE PLUMBED TO DRIPLINE TUBING AT HIGH POINT. SOILD PE TUBE CONNECTION TO DRIPLINES. DRIPLINE CONTROL VALVE ASSEMBLY. PVC SUPPLY HEADER TO OTHER DRIP LINE SYSTEMS ON THE SAME VALVE. PVC EXHAUST HEADER TO OTHER DRIP LINE SYSTEMS ON THE SAME VALVE. DRIPLINE SUPPLY HEADER MANIFOLD. NOT TO EXCEED 5 GPM. DRIPLINE EXHAUST HEADER MANIFOLD. NOT TO EXCEED 5 GPM. LINE FLUSHING VALVE PLUMBED TO PVC EXHAUST HEADER. 11 2 12 6 9 5 7 2 4 3 8 10 1 2 1 LEGEND : 2 3 4 5 6 7 8 9 10 11 12 ICV NO SCALE DRIPLINE TUBING -TYPICAL LAYOUT FINISH GRADE. PLANT LOCATIONS SHALL BE SPACED PER PLANTING PLAN BETWEEN DRIPLINE. (TYP). COMPRESSION 180 2-WAY TRANSITION TEE FROM DRIPLINE TO PVC. COMPRESSION TEE. PE DRIPLINE. CONNECTION TO DRIPLINE. SCHEDULE 40 PVC PIPE TO ELECTRIC CONTROL VALVE. SCHEDULE 40 PVC PIPE TO AUTOMATIC FLUSH VALVE. CONCRETE PLANTER CURB. SCHEDULE 80 PVC RISER. EXHAUST MANIFOLD SECTION SUPPLY MANIFOLD SECTION LEGEND : 1 2 3 4 5 6 7 8 9 10 1 34 2 5610 7 9 8 104 PLASTIC COATED METAL DISTRIBUTION TUBING STAKE - 9-INCHES LENGTH - LOCATE STAKE WITHIN PLANT ROOTBALL - INSTALL AT 2-3 INCHES FROM DRIP EMITTER. GPH MODEL #GDTS30750. PROVIDE ONE (1) STAKE PER EMITTER. NOTES: 1. REFER TO DRIP NOTES, SHEET L2.00. DRIP EMITTER - LOCATE TWO (2) DRIP EMITTERS PER PLANT - INSTALL EMITTERS ABOVE MULCH IN UNOBSTRUCTED VIEW AND LOCATED ON HIGH SIDE OF BASIN WHEN SLOPE CONDITION IS PRESENT. SEE DETAIL Q, THIS SHEET. PVC DISTRIBUTION TUBING WITH BARB FITTING CONECTION(S) - LENGTH OF TUBING EXPOSED ABOVE GRAVEL LAYER SHALL NOT EXCEED 6" - LENGTH OF TUBING PER PLANT SHALL NOT EXCEED 10-FEET. SEE DETAIL Q, THIS SHEET. FINISH GRADE OF SOIL. PLANT MATERIAL ROOTBALL. MULCH LAYER. DRIP LATERAL SUPPLY PIPING - PVC FLEX HOSE - SECURE WITH METAL HOLD-DOWN STAKING. 7 5 6 4 2 3 1 SECTION 2 7 6 5 4 1 3 NO SCALE DRIP EMITTER DRIP EMITTER NO SCALE COMPRESSION FITTING. DISTRIBUTION TUBING. 1 2 4 3 LEGEND: 5 7 6 PVC LATERAL LINE PIPING. DRIPLINE PIPING. DRIP EMITTER - REFER TO EQUIPMENT LEGEND AND DRIP NOTES. PVC THREADED ADAPTER FITTING FOR CONVERSION TO PVC PIPING. PVC DISTRIBUTION TUBING - 1/4' - GPH MODEL #GPVC220160 (0.220" O.D. X 0.160" I.D.). PLASTIC BARB ADAPTER - 1/4' - GPH MODEL #GQBC - FOR USE WITH 0.220" O.D. PVC PROVIDE +-2-FEET LENGTH PER EMITTER. 63 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ,,,,,,.-,-• Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 0 0 0 0 0 0 0 7 6 n I I I I u 5 2 4 ®----- LEGEND ~ 0 0 0 ®------ • }· 2" • 16" + 1" SPACING BETWEEN EMITTERS 0 0 0 0 0 0 0 0 0 0 0 0 @------ 211 MIN. 1211 0.C. +/-1" l 113111 3lll- 2" MIN. 4" MAX. n -TIITT ~ I ~ ,_~ Q:m ___ ~?-J '--iL4 ~c-!:::-==~~~~-L~ 0 9"(1YP) 0 0 0 0 0 0 0 0 0 0 Ci)f------------ Rabben/Herman NO. DATE DESCRIPTION OF REVISIONS 0 0 0 0 0 • I I I I ? CI)....--------- ®......,___ _ ___, \ I ____ --<J) A---t"i \ --® LEGEND ® CD,_____ ____ _ DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 5335 IRRIGATION DETAILS NON-PRESSURE LATERAL LINE. CONTROL WIRES, AND FLOW SENSOR 2" LAYER OF CLEAN BACKFILL DIRECT BURIAL, LOW VOLTAGE, SIGNAL CABLE, BUNDLE @ 10 FT. O.C., PRESSURE MAIN LINE. FINISH SURFACE. BACKFILL TO 90%. SATURATE AND COMPACT1 12" MIN. 18" MIN. 6"MIN. 6"MIN. 1 2 3 4 5 6 2 3 4 5 6 LEGEND: NO SCALE TRENCHING 1 NO SCALE SLEEVING UNDER PAVEMENT 24" UNDER PEDESTRIAN PAVEMENT AND MIN. DEPTH: 36" UNDER VEHICULAR PAVEMENT. CL R 2" 6" HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. REQUIREMENTS. CLEAN BACKFILL AS REQUIRED, REFER TO SPECIFICATIONS FOR HARDSCAPE SURFACE. PRESSURE MAIN LINE WITHIN SLEEVE. CONTROL WIRE CONDUCTORS. MATERIAL AND COMPACTION LATERAL LINE WITH SLEEVE. EXTEND SLEEVES A MIN. OF 12" BEYOND MINIMUM TWICE THE DIA. OF THE WORKING PIPE. SLEEVES SHALL BE SCHEDULE 40 PVC AND @ NOTES: 5 6 4 6 5 3 2 CLEAN SAND BACKFILL.3 4 1 2 LEGEND: 1. 2. 3. 7 7 9 1 2 12 10 SECTION COMMON RED BRICK; 4 REQUIRED. CURB, WALK, OR OTHER HARDSCAPE FEATURE. 11 9 10 8 PERMANENT IDENTIFICATION BAND. SIGNAL CABLE - WITH 24-INCH LOOP. SxS COUPLING - UL LISTED SCHEDULE 40 PVC - FOUR (4) REQUIRED. CONDUIT BUSHING - SEAL ENDS WITH SPRAY FOAM. CABLE CONDUIT - UL LISTED SCHEDULE 40 PVC. 6 7 5 4 2 3 1 LEGEND: 5 4 3 SWEEP EL 90 - UL LISTED SCHEDULE 40 PVC. 8 7 RECTANGULAR VALVE BOX, WITH BOLT-DOWN COVER - GREEN IN COLOR - HEAT BRAND THE LETTERS "PB" ON COVER IN 2" HIGH CHARACTERS. 3" IN GROUNDCOVER 1" IN TURF LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM, COVER ALL OPENINGS. 3/4" CRUSHED ROCK - 8" DEEP. 6 11 2" MIN. 12" MIN. 30 " NOTES: 1. ARRANGE PULL BOXES AT RIGHT ANGLE TO HARDSCAPE EDGES. 2. THE ENDS OF THE CONDUIT SHALL REMAIN CAPPED UNTIL THE INSTALLATION OF CABLE. FINISH GRADE.12 NO SCALE SIGNAL CABLE PULL BOX 8 1 2 3 4 5 6 7 NOTE: ALL SPRAY HEADS HARDSCAPE SURFACE. 4" CLEAR OF ALL POP-UP SPRAY HEAD. FINISH GRADE. STREET ELL, TYPICAL. 1 2 3 4 1/2" PVC SCH. 80 NIPPLE, USE PVC SCH. 40 TEE S x S x T. PVC LATERAL LINE. PIPE DEPTH - SEE TRENCH DETAIL. 6" MIN. LENGTH. FOR 6" POP-UP AND 12" MIN. LENGTH. FOR 12" POP-UP BODY 5 6 7 8 NO SCALE SPRINKLER HEAD SET SPRINKLER 1/2" ABOVE FINISH GRADE OF TURF AND SET 2" ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. LEGEND: SECTION * * LAYOUT NO SCALE TREE SPRINKLER LAYOUT 63 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ---=-" Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG ALIGN TYP. LEGEND I / / -I / 24" CLEARTYP. FORTREES 20" CLEARTYP.WITHTRE RATE CONDITION I G) ROOT WATERING SYSTEM WIITH BUBBLER NOZZLEAN.DS~iNG JOINT ASSEMBLY. ALLIGN UNITS ON OPPOSITE SIDES OF TREE. • LATERAL PIPE-SCHEDUL.E 40 PVC -3/4" MINIMUM SIZE. TREE OR PALM. LATERAL LINE PIPING FROM ELECTRIC CONTROL VALVE. ROOT BALL. ® OlffiJNE OF TREE GRATE WHEREAPPUCABLE. ®------ 0 0 G)------- 0 0 0 0 0 0 0 0 0 ©r---------- Rabben/Herman NO. DATE DESCRIPTION OF REVISIONS 0 0 0 0 0 0 CD------ 0 0 0 0 0 0 0 0 0------ DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 Note: Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing Size WucolsLabel L15 Gal The medium to low water use plants listed are identified based on Bob Perry's book, Landscape Plants for California Gardens. Within the coastal climate they will be irrigated as low water use plants. Aloe 'Blue Elf'Blue Elf Aloe Per Plan L5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM L5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG L5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF L1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR L5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG M5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX L5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT L15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP VL5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM VL1 Gal Strelitzia reginae Bird of Paradise 24" o.c M5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan L5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan L15 Gal TREE LEGEND Symbol Latin Name Common Name Size Qty. Wucols Comments Existing/Relocated Washingtonia robusta Existing 6 L - Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box 71 L Standard Phoenix dactylifera Date Palm 25' BTH 13 L Skinned Syagus romanzoffiana Queen Palm 20' BTH 31 M Skinned Existing Washingtonia robusta (Protect in Place) Existing 28 L - Existing Palms (Protect in Place) Existing - - - Existing Tree (Protect in Place) Existing - - - VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. 28 L - Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 25' BTH Washingtonia filifera California Fan Palm BTH Varies 62 L Skinned Refer to plan 5 GENERAL PLANTING NOTES: For additional planting information not mentioned in these general planting notes, refer to specifications Sections 32 9113 Soil Preparation, 32 9353 Palm Tree Planting and 32 9300 Trees Shrubs and Groundcover. Be responsible to consult with site superintendent, appropriate agencies, and Drawings for verifying locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of said utilities if proper verification by Contractor was not performed. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that may not have been known the during design process. Bring such conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. Be responsible for coordinating other contractors work related to proper execution of Contractor's Work. Obtain a letter of final grade certification from Grading Contractor prior to beginning planting operations certifying that rough grades are within 1/10th of an inch from specified finish grades. Ensure that finish grade elevations of planting areas are set at proper elevations relative to paving finish surface elevations, utility covers, and curbs. Existing site soil may be used for planting areas and berms, however, it will need to be amended as indicated in Section 32 9113 - Soil Preparation. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. Trees may be initially tagged by Owner's Authorized Representative at a nursery selected by Owner's Authorized Representative, or if deemed acceptable by Owner's Authorized Representative, Contractor's choice. If trees are to be tagged by Contractor in-lieu of Owner's Authorized Representative, ensure that trees of a similar species and variety have matching form unless indicated otherwise on Drawings. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. Excavate plant pits to dimensions noted on drawing details. Mulch shrub and groundcover areas (excluding turf and annual color beds) with a 3-inch deep layer of mulch as specified in specification Section 02950 - Trees, Shrubs and Groundcovers. Mulch continuous under fences and appurtenances between paved edges and curbs. Some trees require root control devices - refer to Drawings for precisely which trees require them. Ensure that trees and shrubs are not planted too deep relative to finish grade - refer to specification Section 32 9300 Trees Shrubs and Groundcovers for proper grade elevations. Install plant material with its best side facing the predominate view of the public. Do not plant trees within 10-feet of gas, water or sewer lines unless indicated otherwise on Drawings. Contact Owner's Authorized Representative if meeting this criteria differs from locations indicated on Drawings. Provide the proper setback between streetlights and trees - contact City inspector for required setbacks. Refer to Drawing details for required planting, staking, and guying methods Trees require either staking, guying, or neither - refer to Planting Legend on Drawings for staking and guying requirements. Replace or repair existing materials that are damaged by Contractor during planting operations with new material at minimum 5 gallon size. Verify property lines prior to commencing planting operations. Refer to City standards for standard landscape plans and specifications, where applicable. Plant material, i.e. trees, shrubs, vines and groundcovers, must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representative's approval may be subject to removal and replacement with related costs incurred by Contractor. Final locations of plant material are subject to approval of Owner's Authorized Representative prior to installation. Perform the following procedures before beginning planting pit excavation: a. Shrubs - place actual plant containers on-site in preliminary locations. b. Trees - chalk or stake locations before digging holes. c. Container Pots - plant out one prototypical container pot. Notify Owner's Authorized Representative in sufficient time to perform a specified site observation task. Refer to Section 32 9300 Trees Shrubs and Groundcovers for site visit notification tasks and lead times. Insufficient notification time given Owner's Authorized Representative may require site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. Be responsible to furnish plant material free of pests, poor condition, or disease, including pre-selected or pre-tagged plant material provided by Owner's Authorized Representative. If conflicts arise between actual size of planting areas on-site and those indicated on Drawings, contact Owner's Authorized Representative for resolution. Failure to make such conflicts known to Owner¶s Authorized Representative in a timely fashion may result in Contractor's liability to relocate plant materials or at worst case, become unable to charge Owner for plant material already planted. Triangularly space groundcovers and shrubs, unless indicated otherwise on Drawings. Maintain half on-center spacing when adjacent paved areas, walls, or other fixed edges. Provide a tree stake and tree guy mock-up on-site for Owner's Authorized Representative review prior to performing tree staking and guying. Locate stakes into the prevailing wind if not indicated on Drawings. 8. 9. 10. 11. 12 13. 14. 1. 2. 3. 4. 5. 6. 7. 36 PLANTING NOTES AND LEGEND 3" Layer of Seashell Mulch Submit sample to Landscape Architect for approval 63 • G) ~ 0 0 0 ,._ A ". \:-'-7 ~~~ ~ ~ 00 ,:, 0 ~ (/11 ', NO WORK SHALL BE DONE ON THIS SITE Rabben/Herman UNTIL BELOW AGENCY IS NOTIFIED OF 1.-j>l-lOSCAP.,- INTENTION TO GRADE OR EXCAVATE. ~<:i "'' H£~~e:s: Underground Service Alert 0' ,, W'f i ~ --' =•~· Call: TOLL FREE .._CJ I . ,1 ,g, ~ , ~ ~'UJ"\. --, B-31-17 , .,-, 1 / <.I;,. 1072s"J1¾,~ cj DESIGNED: DRAWN: --1 Dot. ~ ,,..,. o'<' R/Hdo MU O, CAl..1' NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF TWO WORKING DAYS BEFORE YOU DIG DH 10/26/15 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 3 8 TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan W. B a l b o a B l v d . 20 t h S t r e e t 19 t h S t r e e t 21 s t S t r e e t 37 TREE PLANTING PLAN 63 ' \ \ 0 0 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG / ! ! ,/ ! I I ! I / 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' ' I ,/ / I ;/ ' ;/ / I ,/ // i'? // ,/ I I I ' ' ,/ : ' ' ' I ' : ' ' ' ! I ' ' ' ' / / ,/ / I // / ,' I / / I / i i / / / I ,,/ ' ! ' // ' ' // i / / i / / / / ; / i / ---/ / ' I / / / / / / / i ' / / / / I ·--,~ ·,. ·----.. ,-...,_ '·, '···--~ ·---.,, -,, ,, '"' -,. I I I / i i / / i "-, __ "-0../ ,-:.., -------->~".::~~~:~~ Rabben/Herman ' ' ' ! I ____ I i ' ' ' NO. ------ DATE i I I I 0 DESCRIPTION OF REVISIONS • ~ / ' ·I '---......-__ ,J __ _ L_ _J r LI -----', ' ' APPROVED -, I DESIGNED: I I I I I R/Hdo CHECKED: DH DRAWN: DATE: I I I I MU 10 26 15 --- SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 3 7 MA T C H L I N E S E E S H E E T 3 9 TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification W. Balboa Blvd. 18 t h S t r e e t 38 TREE PLANTING PLAN 63 ' ■ 1111 1111 1111 • Ill ■ 1111 1111 -----■ l : L ·~ ~ ---------l1--1------~--~~"----'------------_ L ----------•---~~: -;"--_I I --------1 ---I ■ ------- ■ ■ ■-- ■ ■ ■ ,_ ----■ ----- J:ts • ::::i • :~1. : :i: : r· -:: . ·.·.·.· , : -c. ------t ----~-~ --■ ■ ■ ■ ■ iv --=-~--~:i ==-==-===:---- L -■---:.,_ __ _ -~■-Ju ,· Iii ./ ■ ■ ■, ■, ■, ■, ■, i NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 20' 7 L T ---=----- l / L J 10' o· 20' 40' - -- - TWO WORKING DAYS BEFORE YOU DIG SCALE IN FEET SCALE: 1" = 20' 7 .[\I \ /c' - I 0 \ i;- ' j .j '~--' • J )_ J L ,.. B1H 7 Rabben/Herman F IL I I NO. 1---v I I T I I I I DATE 1 ' I I I -=--r- I I I I -~ I r / / -I --+--- ' 0 DESCRIPTION OF REVISIONS 1 L / ' ' ' I I \ ' I I ' ' ' ' I ' ' ' ' ' I \ \ \ ' / ---------1--------- ···-:::_--_--_--_--_--_--_--_--_-_J::\} _L R/W ,_ DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 JL c-h' " ¼ \ : ~'-------- .L JL T _J _l_ 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ------- _L C2 15' 8TH ,. _j I I 11 11 ~,/~\ 0 \'-.... /', ./ -- ' I __ ' ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 3 8 MA T C H L I N E S E E S H E E T 4 0 W. Balboa Blvd. 17 t h S t r e e t 16 t h S t r e e t 39 TREE PLANTING PLAN TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 63 ■ I I I I I I I I I I I "( --: ---! -----r-------s~---_)-~;~~~~--r ,k'/ ------~-<-,,-r_· -- ---- 15'""' -' 1 I, I I I , A, C ,/''·'--., _// ■ cl I I I I I I I ' I I L I I I I I I I I I I : I I I I I I I I I I I I I ■ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 ,,. TWO WORKING DAYS BEFORE YOU DIG _J /_ /,,.-'," ~-+-\,,.~"Ir I - I J ~ \ \\ ---+----\ b -R/W--~I ---ii --~,) I -'1 '1 I/ '1 I ,I /I I I __J \ \\ \ ' ' ' ! \v---J_J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / - I I / ' ' ' ' ' I I I I I I I I ' I I I I I I -tJ ·, \ ; I / : , I r : I u J 20' 10' o· 20' i I 40' - -- -SCALE IN FEET SCALE: 1" = 20' _J__ I_ cl lo ___ __''__ • • "'""' l ' I I 0 17 * I I i' ~ J $$ , I Rabben/Herman NO. DATE DESCRIPTION OF REVISIONS APPROVED l I I I I I I I RJW __J DESIGNED: DRAWN: R/Hdo MU CHECKED: DA TE: DH 10 26 15 IC '.::::c-· __ _ I I I / _J 0 "' -1~- ,-- I ,✓,,,-~-- ,/' I I I I I I I :1 I :1 ■ SHEET ---=--- L OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 2 MA T C H L I N E S E E S H E E T 3 9 W. Balboa Blvd.W. Balboa Blvd. 15 t h S t r e e t 16 t h S t r e e t 40 TREE PLANTING PLAN Refer to Sheet 41 for this Area TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 63 I- I I I I I I I :1 I :1 ■ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG < ~~sfil1,·t_-_-1t---.-----l----_ -r1,J-ih--2-t=-~.:~;;;--;,,~;;:1:c\::a:,;{tf ~1f ----- "'-- I I X I I I - i I ~ J 0 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' X -----i L /.-,'-,, / ·,. ' _J 7 r-------,-~~~~------1 I I I I II Rabben/Herman NO, ', -4 ·\ \ _: ' ' ',. • .. • DATE DESCRIPTION OF REVISIONS • DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA lE: DH 10 26 15 ■ I I I I I I I I I I RNJ,____ I C ----'--"-'"--~~d..._----' ', ::~) ■ 9::± SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 W. B a l b o a B l v d . W. B a l b o a B l v d . 15th Street Ba y A v e n u e 15th Street 41 TREE PLANTING PLAN Refer to Sheet 40 for this Area W. O c e a n f r o n t A l l e y TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Refer to Sheet 40 for this Area Al l e y Al l e y Al l e y 63 I NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG I ~ I I - -----l \ --" --• I Kil V 7 7 ,, - L - ' ' ~ ' ' H~ li'1ir[ II ',l(' I 111,J IJ 1111,iJ .~ I ' - ' ' " ' ' - ' f<>- ' -' If ' ' ' ' -- / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ll■rJ■:~ ■ w,■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ M~ITCHl1l!JJtN ,~J:S-tt---,.. SHEET 4 11;, 11 I Ii ! 11 , 11 I _J Ii 11 ------------------- 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' J Rabben/Herman NO. DATE DESCRIPTION OF REVISIONS I • Final location of these palms to be reviewed and approved by Traffic prior to installation. DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 0 I I r L__ -x -=== SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 1 MA T C H L I N E S E E S H E E T 4 3 14 t h S t r e e t W. Balboa Blvd. 42 TREE PLANTING PLAN TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 63 _J' L I I I I I I I I I I I I I I I I I ■ -L NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG ------,~, --;:::,:, 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' l l I I I I I I I I I I ' I I I I I I ' I I I I I ' --a I I I ' I I I I I Rabben/Herman NO. DATE I I I I I ' I I I I I I ' I I I I I ' I I I I I ' ,---I-L I I I I DESCRIPTION OF REVISIONS 1~~~-~~~~~ I ' 0 I I DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 2 13 t h S t r e e t 12 t h S t r e e t W. Balboa Bl v d . 43 TREE PLANTING PLAN TREE LEGEND Symbol Latin Name Common Name Size Existing/Relocated Washingtonia robusta Existing Arbutus unedo 'Marina' Marina Strawberry Tree 36" Box Phoenix dactylifera Date Palm 25' BTH Syagus romanzoffiana Queen Palm 20' BTH Existing Washingtonia robusta (Protect in Place) Existing Existing Palms (Protect in Place) Existing Existing Tree (Protect in Place) Existing 25' BTH Washingtonia filifera California Fan Palm BTH Varies Refer to plan VINE LEGEND Parthenocissus tricuspidata Boston Ivy 5 Gal. Preliminary Soil Testing Locations Shown Total (7) Locations- Final Location by Soil Consultant. See Soil Preparation Specification 63 I I I ~ J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r---- --=-----~~];-=--· _-_-_-=--=--=--_----- t-~_1, I ----- • :s I - I I I ■-- ■ I I I I ■ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG r I I 7 I I I I I I I I I I I I I I I I I I I I I 7 ,---- / I I I I I I I I I I 7 I I I I I I I I I I I I I :1 I I i/ I I I ________ J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20' I I I I I I I I I I I I I I I I I I I I I 10' I I I I I I o· I I I I I I I I I I I I I I I ' I I I I I ' I I I I I I I I I I I ' I I I I I I I I I I I 20' I I I I I ' I I I I I I I I I I I I I I I I I I I I I I ' I ' I I I I I ' I I I I I I ' I I I I I ' I I I I I I I I I I I ' I I I I I I ' I I I I I 40' - -- -SCALE IN FEET SCALE: 1" = 20' I I I I I I I I I C I I I I I ' I I I I I ~ I I I I I ' I I I I I I I I I I I I ' I I I I I ' r----- 1 I I I I ' I I I I I ' I I I I I I I I I I I ' I I I I I ' I I I I I I ' ½ I I ' I I I I I I I I I I ' I I I I I I c, I I I I I I I I L I I I I I I ' -, I I I I ' r----1 I I I I I I I ' I I I I I I I I I I ' I I I I I ' ~ I 1" I I I I I I I I I I ' ' I I I I I I I I I ' I I I I I I ' I I I I I ' /' ~, i ~~~-C ~c:_;_----_iY-~_-·~---------- "'.... // ~--'I " I I r1 I I I I I I I -11_,,,b} "<,_ / I I ' ' -, I I I I -Ji-------t:-=--=--------=-------- I 11/ 111 1i'1 I II' ,,, /I ,, I I I I I I I I I I I ' I I I I I r I I I I I I I I I I ' I I I I I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I -----J I ' _/_/~ ,,,, ------1 r,=---_r----l_C __ J. ~ ----------I, CJ '".__ _ __ / -----------=--=----------r_:__-------i'li ----- I I I I I I I I I I I I I I I I ' I I I I I c- l I I I I I I ' I I I I I " 7 I I I I I I ' I I I I I ' I I I r _J ' I I I I I I ' I I I I I I ' I I ,-, I I ' I I I I I ' I I I I i,-.1-i I - 1 I I I I I I I I I ' I I I I I I ' I I I 0 r------{) I ----' ----- / ' / I : ~i / I I ' I I I I ' I I I ' I I I I I I I I I ' •, __ L_J_,/ I I ---J I I ' I I I I I ' I I I I I I ' I I I I I I ' I I 1-,_ -I r--- 1 ' I I I I I I I I I I I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I I I I I I I I ' I I I I I ' I I I I I ' I I I I I I ' I I I I ' I I I I I I I ' ' I I I I I I I I I I I ' I I I I I r--- 1 ' I I I I I ' I __ / I I I I --...... _ _J I I I I I ' I I I I I ' I I I I I --_J I I I I I " ' I I I I I I I I I I I 0 I I I I ' I I I I I I I I I ' ' I I I I I I I 1--,_J I I I ___ ;----~ I I i I i r ' I I I I I I I I I I I I I ,---- / ' I I I I I ' I I I I I I I '7 I I ' I I I I I I ' _J -----...:... __ i'T:-:-·:.~J:---J__---1Bfw ___________ / 1 i' / i / --------=--------=--=----------=--=-S¾~--=--=----------LI:-// ~ ,/----\ i; i l1I -----'-'---_::;:::_:~:_::,: --1i' t'--~ -~- J /' ~-,,/---J I :J ji ------------_-_ -----------------------;;;,; 1,~~ ,,: - /J1 1ii -:, I ' ,, ,,1 1/,1 I iii II' "'---- ---- '1 1'1 1,1 l1I I /// '11 ....., -i'II ' I I I I I I ' I I I I I I ' I I I I I I I I ' I I I I I I ' I I I I I I I I I I ' ' I I I ---_J I I I I I I I I I I I I I I I I I I I I I I I I ,- 1 --- I I I I I I I I I ' I I I I I ' I I I I I L / I ' I I I I I ' I I I I I ' I I I I I I ' I I I I I ' I I I ', ' I I I I I -: I I I I I I I I I I ' I I I I I I ' I I // CJ I r-J I I ___ I I I 7 I I I I I I I ~ ~z2-~-~--~--~--J-::t=::~-:-l-:'.g~~::;:---=----=...--- - ---_J11i ---ec-c~ -;:;;::::1i-~:-::::~J:~:~ I I ' if~""'-,-~ I ---:C....---ii" ) -~. i -~--,--:c.__;c-_;c--=---=---__;!-/!,' e ·\ I --~~~~-~ ---~~;~ ~A \\1 ccioc f--____ _ I I I I -,._._c__,,- I_ -- I I I I I I I I I I I I I I I ' I I -I/ .• > 0 <' !Jr--------,_:'.:,( 11 , ____ ,_.;/ '</ I I r --J ---c----I I ""~':c':-·· I I I I I I I I I I I / / I I / / I I I I I I I I I I I I ' I I I I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I ' I I I I I I ' I I I I I ' I I I I I I ' I ' I I I I I I I I I I ' I I I I I ' I I I I I I I I I I I I I I I I ' I I I I I Rabben/Herman DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DH DAlE: 10 26 15 ' I I I ' I I I I ' I I I I I I I I ' I I I I I I I I I I I I I I I ' I / I I ' I I I I ' I I I I ' I I I I I - ' I I I I I I I I I I I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I ' I I I I I I ' I I I I I I I I I ' I I I I I / ' I I I I I I ' I / I I ' I I I I ' I I I I I ' I I I I I I I ' I : I I I I I I I ' I I I I I ' I I I I I I ,- / I I ' I I I r' I I I I I I I I I I I I I ' I I I I I I I I I ; I I I I ; I I I I ; I I I I ; I / I / I I I / / I I / / I I ' I I I I I 7 I I I I I I I ' I I I I I I -, I I I I I I I I SHEET I I I I I - ' I I I I I I OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 5 Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal W. B a l b o a B l v d . 20 t h S t r e e t 19 t h S t r e e t 21 s t S t r e e t 44 SHRUB PLANTING PLAN 63 0 0 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG / ! ! ! / / ,/ ! I I ! I / 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' ' I ,/ / I ;/ / I ,/ I I i'? // ,/ I I I ' ' ,/ r r r r r r r r r i r r r r / / ,/ / I // / ,' I / / I / i i / / / I // / ,' r r r r r r r r r r / / / / ' ' / / '/ r r r r r r r r r i / / i / / ' I / / / / / / / i ' / / / / I I I I Rabben/Herman NO. DATE i I I I ----- DESCRIPTION OF REVISIONS r L_ _J LI ----- ----- APPROVED -, I I I I I I 'i " '' " I / --------/ DESIGNED: I I I I I ~ DRAWN: R/Hdo MU CHECKED: DATE: DH 10 26 15 I I I I I I ■ I 1111 1111 ! I I I i ■ I I 1__1 SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 4 MA T C H L I N E S E E S H E E T 4 6 W. Balboa Blvd. 18 t h S t r e e t 45 SHRUB PLANTING PLAN Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal 63 L NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 7 L J 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' 7 J )_ J L Rabben/Herman F IL I I NO. 1--+" I I T I I I I DATE 1 ' I I I -=---r I I I IL cL 1111 0 • 0 0 -~ I r / __J I --+--- __J -I DESCRIPTION OF REVISIONS 1 L / ' ' ' I I \ ' I I ' ' ' \ \ \ ' / \ ■ I I I I I I I I I I ·■• ----------------1--------- _L -,,~~~~~--~~~~~~J:\J APPROVED JL 7 ' c--h' " ¼ : ~'-------- _j _ JL T _J_ C2 - ' I I I I I I I I I I --,,,77, JF°'':V¥· 04--__ * _____ ,., 41-v"Y-'1/',4~#1~-=;c;;---~--c,°'~i\, ": ~-, S ■ JI, ~:,vlhg __)_)~--~=~~~, --__ "._"_~~~: R/W ,_ I I DESIGNED: DRAWN: R/Hdo MU CHECKED: DA TE: DH 10 26 15 _J, _L @ _ I I I 11 11 ' ' I I I I I I I I : ' I L■- ■ I I I I I I I I I I ■ SHEET L0 C OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 5 MA T C H L I N E S E E S H E E T 4 7 Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal W. Balboa Blvd. 17 t h S t r e e t 16 t h S t r e e t 46 SHRUB PLANTING PLAN 63 ■ I I I I I I I I I I I ---; --: ---! -----r-------s~---_)-~;~~~~--r .k'/ -------~-<-,,-r_--- ----- ■ cl I I I I I I I I I ~~-~--~:S~:a? _J L I I I I, I I I I I I I I I ,jg I : C I h-, _// I - I I I I I I I I I I I ■ NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 ,,. TWO WORKING DAYS BEFORE YOU DIG J ------=--------=--=---- ' ' ' ! \v---J_J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / ' ' ' / - ' ' I I I I I I I I ' I I I I I -tJ ·, \ ; I ,/ I i I --~I _,I--'--'-(,)_ = g = b -R/W--~I _---ii I I -'---'--'-- I I 11 I/ '1 I ,I /I I I _J ManhollfCover 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' 7 ' T '\ I I I /_ C T _J__ 7 J Rabben/Herman -] 7 NO. DATE I 7-1-l-1c r l t;;;;;;;;;;;;,;;;;;;;;;;;t;~ I_ cl lo ____ _"__ ·, ', -----,;==-="--T--= RJW I I ~--- ' ___J 1111 -e--• 0 0 DESIGNED: DRAWN: R/Hdo MU DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: DH 10 26 15 IC '.::::c-· __ _ I I I _J -1~- ,-- I /,,.-~----=-- ,/' L 1 1 A _, - \ \\ \'-,,,.,a,, I SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 9 W. Balboa Blvd.W. Balboa Blvd. 15 t h S t r e e t 16 t h S t r e e t MA T C H L I N E S E E S H E E T 4 6 47 SHRUB PLANTING PLAN Refer to Sheet 48 for this Area Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal 63 ---+- ' I -- ------1 I I I I I -1- I I f\ ·---, ~~-,.f: '1 ·,• ,fT_ l) L -i :-l ------ //'\ / ~ \. ,_,/" '"'" /~~2__='c=-=~~""~~, /_:: __ ------+-n +- _./_ : • -~-,1ufaJt::I ~~=-==--'-o~ I I I I I I I ~ JL - X I 7 I I ---_J J ., jL JL I ~-" ,vJ---......._ I .•'-"-, I I -' 7 ■ 1/! ,. ~ \ ___ _ 0 ■ ( /; , , , 1 " \ j ,, , -----■-+-\,~\::::(---.WI ~j_·· __ _ I <:.~· i I I I I I I I I l!I /41 ..... ~ _ __,i 1~c..,"c,,111_ l'f==f---- NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 0 0 I I ·-> -~._--e~--"'' DF ' I ,-- 20' 10' l I .=r-R/W o· 20' r 40' - -- -SCALE IN FEET SCALE: 1" = 20' X T I I _J I I I L ,, II I _Jj L__ Rabben/Herman NO. ' I I - DATE I 1 1-. /\ ....,_.\.+.._...J ~i 'f+"- 0 -1 J I _J 1-1 ~ ~-"'· -- ;I -0 rn -----j ~ i1 I cc, DESCRIPTION OF REVISIONS I I I -+"" --~-~ - I ' /---L /4 I """' +l " - -lJ -- Ii [ ~ -' ·---... ~ "'° 03, 'fcf-' \i~. / 'l~t -,-. )::'__ --{·~~'Ii~-·-•-• ' '{ ~-.;?,;'i~' --~-·"" A -::•_r.._, ~ j -// -T -y--t·' ·-"' ,_\ __ -_..,__ UJ j;Flj / ~~',lk--"i\1 IJE:I ---// I '~,: DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 I ----■ 7 I I I I I I I I I I I I ■ -=r SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6341 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 W. B a l b o a B l v d . W. B a l b o a B l v d . 15th Street Ba y A v e n u e 15th Street 48 SHRUB PLANTING PLAN Refer to Sheet 47 for this Area W. O c e a n f r o n t A l l e y Al l e y Al l e y Refer to Sheet 47 for this Area Al l e y Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal 1 1 1 1 1 1 1NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG ingle Row ngle Row --~--i ~ f, " v' ;/. L I SingleRow LT ~ / 7 -C\ _./L\: ~ 11 I I 11 I Ii Ir I ii I \I r . (-J\ 7 I, Ir J.1 --I---- 9 7 .. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ~ T ■ j..'j,GJr ~J'.ffitS :::i:::Jn:\..:::: ·s ~-i E Ef ·4 1, 11 11 ■■■■■■■■■■■■■ 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' _J Ii 11 Rabben/Herman 11/13/15 NO. DATE \ \, \ \ \ \ \ [ I 1111 0 • 0 0 ADDENDUM NO. 1 DESIGNED: DRAWN: R/Hdo MU DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: DH 10 26 15 \ ' ' I I I I ~~\I I ' l \ 11 ' JI .J1 -----=- L_ I I \ \ \ \ SHEET \ \ NP Single Row \ I I \ OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 7 MA T C H L I N E S E E S H E E T 5 0 14 t h S t r e e t W. Balboa Blvd. 49 SHRUB PLANTING PLAN Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal 63 -L NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 20' 10' o· 20' 40' - -- -SCALE IN FEET SCALE: 1" = 20' l l I I I I I I I I I I ' I I I I I I ' I I I I I ' -- a I I I ' I I I I I Rabben/Herman NO. DATE ,---I-L I I I I 1-------- 1 ' I I 1111 1 ~ • I I I I I ' I I 0 I I I I ' I I 10 I I ' I I I I I ' DESCRIPTION OF REVISIONS 1~~~-~~~~~ I DESIGNED: DRAWN: R/Hdo MU APPROVED CHECKED: DA TE: DH 10 26 15 ' I I I I SHEET OF 18 t h S t . W. Balboa Boulevard 17 t h S t . 16 t h S t . 14 t h S t . 15 t h S t . 13 t h S t . 12 t h S t . 11 t h S t . 19 t h S t . 20 t h S t . 21 t h S t . KEY PLAN R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 MA T C H L I N E S E E S H E E T 4 9 13 t h S t r e e t 12 t h S t r e e t W. Balboa Bl v d . 50 SHRUB PLANTING PLAN Agave attenuatta 'Nova'Blue Fox Tail Agave SHRUB LEGEND Per Plan Latin Name Common Name Spacing SizeLabel 15 Gal Aloe 'Blue Elf'Blue Elf Aloe Per Plan 5 Gal Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 30" o.cCM 5 Gal Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.cCG 5 Gal 'HORVSHUPDµ36¶)LUH6SLQQHU )LUH6SLQQHUŠ,FH3ODQW 12" o.cDF 1 Gal Dianella revoluta 'Little Rev'Little Rev Flax Lily 24" o.cDR 5 Gal Festuca glauca 'Elijah Blue'Blue Fescue 12" o.cFG 5 Gal Lantana x 'New Gold'New Gold Lantana 24" o.cLX 5 Gal Ligustrum j. 'Texanum'Texas Privet 36" o.cLT 15 Gal Nassella pulchra Purple Needlegrass 24" o.cNP 5 Gal Senecio mandraliscae Blue Chalk Sticks 12" o.cSM 1 Gal Strelitzia reginae Bird of Paradise 24" o.c 5 Gal Kalanchoe 'Fantastic'Variegated Paddle Plant Per Plan 5 Gal Agave desmetiana 'Variegata'Variegated Smooth Agave Per Plan 15 Gal 63 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r---- NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG r I I 7 I I I I I I I I I I I I I I I I I I I I 7 I I I I I I I :1 I I i/ I I I ~~~~~-~~J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20' I I I I I I I I I I I I I I I I I I I I I 10' I I I I I I o· I I I I I I I I I I I I I I I ' I I I I I ' I I I I I I I I I I I ' I I I I I I I I I I I 20' I I I I I ' I I I I I I I I I I I I I I I I I I I I I I ' I ' I I I I I ' I I I I I I ' I I I I I ' I I I I I I I I I I I I ' I I I I I I ' I I I I I 40' - -- -SCALE IN FEET SCALE: 1" = 20' I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I _J I I I I I I I ' I I I I I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I -----J I I I I I I I I I I I I I I I I ' I I I I I I ' I I I I I ,- / I I r----1 I I I I I I 7 I r---- I 7-~--'-- 1 I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I I ' I I I I I I I I 1 ' I I I I I C _j ' I I I I I I ' I I I I I I ' I I 1 I I I I ,-, I I ' I I I I I I I I I I ' I I I I I I ' I I I - Rabben/Herman I I I I I ' I I I I I l I I I I I I ' I I I I I I -I ' ----------------------l~=L I I I I I I I I I I I I ' I I I I I ' r--- 1 ' I I I I I I I I I I I f--____ _ 1111 0 * 0 0 NO. I I I ___ / __ j DATE I ' I I I I I I ' I I I I I ' I I I I I I I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I I I I I ,- / DESCRIPTION OF REVISIONS I I I I I ' I I I I I r--- 1 ---L.._ ' I I I I I ' I __ / I I I I I ' I I I I I ' I I I I I --_J l ' I I I I I I - I C I I I '1 1'1 1,1 l1I I /// '11 ,---- / ' I I I I I ' I I I I I I I 7 I I ' I I I I I I ' _J -; -i'II I _,____ - I I I I I ' I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I r I --- I I I I ' I I I I I ' I I I I I ' I I I I I I ' I I I I I ' I I I ', ' I I I I I 7 I I I I I I I ' I I I I I I ' I I // ,J I r-J I I ,I I I I I I I I I I l1I ,,.-1-"" _jiJ__ / "" -/---.._, I -=..--1~#+-r~_;_=f :--------\ __ L_ '\ I -/ ~--_Jb~:_:-1~?~~~~7 ~;~:~;::;::-:2:-':,, ! ' I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I ' I I I ' I I I I ' I I I I ' I I I I I '"-/_ /:::-/ ~ /-'----t,r-------.......:::oc~oc -~-d-__ ____, ,:cp - - DESIGNED: R/Hdo APPROVED CHECKED: DH I I I I I I DRAWN: DATE: I I I I I I I I I ' I I I I r ---J ----,---I I MU 10 26 15 I I I I I I I I I I / / I I I I I ---1--_ I I I I ' I I I I I ' I I I I I I ' I I I I I I I ' / / I I I I I I I ' I I I I I I ' I I I I I ' I I I I I ' I I I I ' I I I I I I ' I I I I I ' I I I I I I ' I ' I I I I I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I ' I I I I I I ' I I I I I I I I I ' I I I I I / ' I I I I I I ' I / I I ' I I I I I I I I ' I : I I I I I I I ' I I I I I ' I I I I I I ,- / I I ' I I I r' I I I I I I I / / I I I I I I I I ' I I I I I -, I I I I I I I I SHEET ' I I I I I I OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 8 7 6 5 10 4 1 2 9 3 11 SHRUB PLANTING 3 X ROOTBALL DIA. CROWN-2" ABOVE FINISH GRADE. BACKFILL MIX PER AGRONOMIST PLANT TABLETS (SEE SPECS.). 3" HIGH WATERING BASIN. UNDISTURBED NATIVE SOIL. TOP OF PAVING. 1-1/2" MAX. DEPTH BELOW FINISH GRADE. ROOTBALL. REPORT. MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS ADJACENT PAVING. FOR TYPE AND DEPTH. 1 2 3 4 5 6 7 8 9 10 11 LEGEND: B TREE PLANTING 1 2 118 6 5 10 4 39 7 1 4" HIGH WATERING BASIN. PLANT TABLETS (SEE SPECS.). UNDISTURBED NATIVE SOIL. TOP OF PAVING. 1-1/2" MAX. DEPTH BELOW 2 X ROOTBALL WIDTH. CROWN - 2" ABOVE FINISH GRADE. BACKFILL MIX PER SPECIFICATIONS FINISH GRADE. ROOTBALL. MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS FOR TYPE AND DEPTH. ADJACENT PAVING 2 3 4 5 6 7 8 9 10 11 LEGEND: A PLANVIEW PREVAILING WIND DOUBLE STAKED TREE 1 2 3 8 10 6 7 9 5 4 7 8 3 1 2 1 X 2" WOOD BRACE. LODGEPOLE PINE STAKE VINYL TREE TIE (2 REQ'D. (2 REQ'D.). SEE TREE PLANTING DETAIL. ARBOR GUARD IN LAWN AREAS. 12" MIN. TREE TRUNK. ROOTBALL. PER STAKE). 24" MIN. MULCH 1 10 9 8 7 6 5 4 3 2 LEGEND: TYPICAL PLANTER EDGE SPACING Dimensions given are relative. See legend for spacing. This detail is for modified double row spacing. Planter area Building Sidewalk Curb LEGEND: NOTE: 1 2 3 4 2 4 3 1 2'6"1'9" 1'2"1'0" 1'6" 1'6" 1'6" 3'0" 3'8" TRIANGULAR SPACING DIAGRAM 2 Planting/sf. S P A C I N G A S N O T E D O N P L A N SPACING AS NOTED ON PLAN LEGEND: Curb, Wall, Pavement, or edge of bed. Shrub / Ground Cover 10" o.c. 36" o.c. 72" o.c. 60" o.c. 48" o.c. 24" o.c. 18" o.c. 15" o.c. 12" o.c. 30" o.c. 9" o.c. Spacing 8" o.c. 6" o.c.SPA C I N G A S N O T E D O N P L A N 1.66 0.12 0.03 0.04 0.07 0.50 0.28 0.18 0.74 1.15 4.61 1.78 2.60 MINIMUM 1/2 SPECIFIED SPACING 1 1 2 VINE PLANTING 1 REMOVE NURSERY STAKE SCARIFY SIDES AND BOTTOM OF BACKFILL MIX, SEE SPECS. PLANTING TABLETS, SEE SPECS. TOP OF ROOTBALL TO BE 1/2" ADJACENT PAVING, SEE PLAN 2" MULCH LAYER, SEE SPECS. ROOT BALL VE R T I C A L S U R F A C E PLANTING PIT BELOW FINISH SURFACE 2 8 3 4 7 5 6 1 2 3 4 5 6 7 8 6" 6" SPREAD ON WALL AND SECURE WITH PLASTIC VINE TIES ATTACHED TO WALL OR COLUMN WITH ADHESIVE LEGEND: PLAN D D D SECTION GROUNDCOVER PLANTING 1 2 3 4 5 6 EACH OTHER AS SHOWN. D - AS NOTED ON PLAN. EQUAL DISTANCE (D) FROM LOCATE PLANTS SPACED WALL OR CURB EDGE OF PAVING, WALK, AGRONOMIST REPORT PREPARED TOPSOIL PER 1/2 D NOTE: FINISH GRADE GROUND COVER PLANT MULCH CONTINUOUS FROM FLATS SEE SPECIFICATIONS FOR TYPE AND DEPTH. 1 2 3 4 5 6 LEGEND: CF E D H I 51 PLANTING DETAILS TREE GUYING (SUBGRADE)NOT TO SCALE DTP-Tree Anchor LEGEND: Webbing and Rachet Mechanism Rootball of Tree 1 1 2 Steel Cable3 Foresight Products Rootball Anchors - Size per Table below4 Undisturbed Subgrade5 2 4 3 5 36" Box - 48" Box 60" Box - 72" Box Tree Size RBK 68 Kit RBK 88 Kit Anchor Kit# FOR ALL TREES Trees in Structural Soil may require extended cables6 6 63 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ~· Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG 0 0 0 0 0 0 Qi--------- 0 0 0 0 0 0 0 0 O _________________ ___;N..;.O;..T;......;.T..:.O_S.;;.C.:.;A..;.;L:=E DTSP-010 . ~ .,., -5i 4 S:,'~d-J . ~ ·-""' < 0 8 0 0 NOT TO SCALE -----DTSP-005 0 0 0 0 0 + __ 0 0 0 0 0 0 0 ___,..__._~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOT TO SCALE i---------DTSP-011 0 0 O _________________ ___;N..;.O;;..T;......;.T..:.O_S.;;..C;_A..;.;L:=E DTSP-012 Rabben/Herman .~..,,~-- ., -.e;rL -~ ;r,:d ~ """ ,., 0 l '1 0 0 0 0 0 0 0 0 0 0 0 O __________________ N_O_T_TO_S_C_A_LE DTSP-001 0 0 0 0 0 0 0 0 0 0 0 0 0 O __________________ N_O_T_TO_S_C_A_LE DTSP-002 • • 0 . ~ . I \ I \ •----. • • • 0 0 0 0 0 0 O _________________ ..;.N...,;O..;.T_..;.TO;;.....,;S...;;.C..;.A=LE DTSP-003 DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF R-6061-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5541 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 15TH STREET/ BALBOA BOULEVARD REVITALIZATION ROADWAY IMPROVEMENTS 53 B A C E D 52 PLANTING DETAILS LINEAR ROOT BARRIER ROOTBALL 4 1 21"2 FINISH GRADE ADJACENT ROOTBALL. VERIFY THE EXACT LOCATION CONCRETE CURB, GUTTER OR SIDEWALK AND PROTECT AT ALL TIMES. BASE MATERIAL FROM ADJACENT HARDSCAPE 1 2 3 4 5 LEGEND: LINEAR ROOT BARRIER. SET TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE. ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES WITHIN 5' OF PAVING, CURBS OR WALLS. INSTALL ROOT BARRIER AT PAVING, CURB OR WALLS. PROVIDE ADEQUATE LENGTH TO PROTECT ENTIRE EXTENT OF EVENTUAL TREE CANOPY. 3 1 5 NOTE: OMIT ROOT BARRIERS WHERE EXPANDED ROOT ZONES EXTEND UNDER SIDEWALKS OR PAVING. LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS NOTES: PALM PLANTING 8 1 2 3 4 5 6 7 BY WATER JETTING PRIOR TO SETTING TREE SILICA SAND. FIRM BOTTOM SAND LAYER PLANT TABLETS - SEE SPECIFICATIONS BACKFILL TO BE 100% CLEAN #16 COMPACTED SUBGRADE PALM TRUNK FINISH GRADE SEE SPECIFICATIONS FOR TYING FRONDS AND SKINNING TRUNKS ROOT BALL 4" BERM 1 2 3 4 5 6 7 8 9 LEGEND: HEART-LEAF BASE OF APPROVED BY THE AMERICAN NATIONAL STANDARDS NURSERYMEN, INC. AND AMERICAN SOCIETY OF GRADING SPONSORED BY THE TRUNK HEIGHT FOR PALM INSTITUTE, INC. NOTE: TRUNK HEIGHT CONSISTS OF MEASURED HEIGHT OF BROWN TRUNK IN FEET FINISH GRADE IN FIELD PALM TREE HEIGHT 2 1 2 1 LEGEND: GROWN CONDITION MIN. OR PROJECT AGRONOMIST PER SUMP 1 3 4 2 6 7 5 48" 12" 12" UNDISTURBED SOIL CONDITION. 4" DIA. PERFORATED PIPE 4" LOOSE FIT SCHEDULE 40 CAP. 12" DIA. X 4' DEEP SUMP MIN. LOCATED AT LOW POINT AUGERED DRAINAGE CHIMNEY WITH DRAIN SOCK. TREE PLANTING PIT. TREE ROOT BALL. PRIME AND PAINT FLAT BLACK. FILLED WITH CLEAN #16 SILICA SAND. LEGEND: 1 2 3 4 5 6 7 TO BE USED FOR BOTH CANOPY AND NOTE: PALM TREES, SEE SPECIFICATIONS. PLANTING ADJACENT TO PARKING Shrub Spacing per legend Curb Shrub At side of parking space LEGEND: 1 2 3 4 1 2 3 4 3 5 6 Spacing +6" At front of space (overhang)5 Spacing +24" Parking space6 MEDIAN TREE PLANTING & IRRIGATION 1/2" = 1'-0" DTC- 1 DRIPLINE EMITTER TUBING LOCATED ON TOP OF TREE ROOTBALL 2 3 4 5 6 LEGEND: 7 STREET TREE SYSTEM LATERAL LINE PIPING 8 9 10 11 VERTICAL 4" DIA. PERFORATED DRAIN PIPE WITH DRAIN SOCK HORIZONTAL 4" DIA. PERFORATED PIPE DRAIN PIPE W. DARIN SOCK. OCCURS AT LOW POINT OF TRENCH. SLOPE 2% TO VERTICAL SUMP LATERAL LINE PIPING CONNECTION TO DRIPLINE ADAPTER FITTING WITH SCHEDULE 40 PVC FITTINGS AS REQUIRED DRIPLINE ADAPTER FITTING - INSTALL AT FINISH GRADE WITH LINE-SIZE SCHEDULE 40 PVC ELL FITTING FOR CONNECTION TO LATERAL LINE PIPING METAL HOLD-DOWN STAKE - PROVIDE TWELVE (12) QUANTITY PER TREE TREE/ROOTBALL TREE GRATE AND MOUNTING FRAME 12 STRUCTURAL SOIL 13 COMPACTED SUBGRADE 14 MEDIAN CURB 15 TREE GRATE/PAVER FOOTING 17 PERFORATED DRAIN LINE PIPING - 4-INCH DIAMETER - ALIGN TUBES STARTING AT 4-INCHES WITHIN TREE GRATE FRAME AND EXTEND TO LIMIT OF COVERAGE AS SHOWN. INSTALL PIPE SO THAT PERFORATION ARE AT THE TOP AND BOTTOM OF PIPE. DRIPLINE EMITTER TUBING INSTALLED WITHIN DRAIN LINE PIPING - PROVIDE END CAP FITTING AND TEE FITTING CONNECTION PRESSURE MAIN LINE AND CONTROL WIRES PAVERS16 SECTION 16 18111718 6 5 2 3 10 8 12 9 1412 3 10 15 1 5 14 EXTEND 12' BEYOND TREE GRATE PLAN EXTEND 12' BEYOND TREE GRATE 13 1 18 11 2 15 5" SQ. SATIN BRASS GRATE (NDS913B) INSPECTION PORT. GLUE STYRENE COLLAR TO 4" DRAIN PIPE, SET ASSEMBLY TO BE FLUSHED W/PAVING. 18 9 5" SQ. SATIN BRASS GRATE (NDS913B) INSPECTION PORT. GLUE STYRENE COLLAR TO 4" DRAIN PIPE, SET ASSEMBLY TO BE FLUSHED W/PAVING. 18 19 20 GAUGE SHEET METAL FIXED TO DRAIN GRATE TO CLOSE OPENINGS. 20 WATER PROOF CONSTRUCTION ADHESIVES. 21 AUGERED DRAINAGE CHIMNEY LOCATED AT LOW POINT. 12" DIA. 18 16 19 20 21 21 918 J 63 8 0 0 8 § § NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert ---=-" Call: TOLL FREE 231 / TWO WORKING DAYS BEFORE YOU DIG . .. ... 0 0 8 - ~=~~~==;i 17;~~ \ I -:7 -~ ~~--' ~I/ t=E=~~=~t' '--/ J 0 0 0 0 0 0 NOT TO SCALE -----DTSP-013 0 0 0 0 0 0 ·002J<2<2!2B0 0 NOT TO SCALE i---------DTP-OVERHANG PLANTING Rabben/Herman ";fill I I 11- , I i='=i"J~ ................ .-.-.·,·,·:.•.-:•.-.•:•:•:•:• •••• -.-:-:-:-.-.·,· .. ... .... .. .... .... .-. :: .... ·: .. _.. ·:: :: .-.-...... : ..... ·:. ·.-. -.-... =1~11 11 11111iw'™w1 11.,,_""'---o 0 0 0 0 0 0 0 0 0 O __________________ N_O_T_TO_S_C_A_LE DTSP-004 0 ,, ,, 0 0 O __________________ N_O_T_TO_S_C_A_LE DTSP-007 0 0 0 0 0 0 0 O _________________ ...;N...;O...;T_...;TO;.......;;S...;;.C...;A=LE DTSP-008 DESIGNED: DRAWN: R/Hdo MU NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DH 10 26 15 SHEET OF