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HomeMy WebLinkAboutR_6053_SPACIFIC OCE'N VICINITY MAP NTS SHEET INDEX SHffi NO. 1 2 3 DESCRIPTION l7il.E SHEET STREET PLANS DRIVEWAY RAMP BENCH MARK: COUl'!TY OF CRANGE 8.M. NO. 3K-23-68 RECOVERY NOTE BY NATI1lNAt·GEOt)t1Tc·suRVEY 1988 1.2 KILUMEIERS (0.7~-df. A MILE) SOI.JTl-lEAST ALONG STATE HIGHWAY 1 FROM THE NEWPORT BOULEVARD OVERPASS IN NEWPORT BEACH, AT THE SOUTHEAST END OF A CURVE, BETWEEN 2 DRIVEWAYS TO A BUILDING #1600, SET AT THE TOP OF THE WEST CORNER OF A CATCH BASIN, 6.1 METERS (20 FT.) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.9 METERS (62 FT.) NORTHWEST OF A FlRE HYDRANT 11.8 METERS (38.7 FT.) SOI.JTl-l OF THE SOUTHWEST LEG OF A SIGN WHICH LISTS BUSINESSES OF THE BUILDING, THE STATION IS LEVEL WITH THE HEIGHT Of lHE HIGHWAY. ELEVATION = 10.404 NAVO 88 LEGEND AC ACU AP BW CF FF FG FL FS GB MH PUN TC TE TF TW U VLT WIF WM 'IN ASPHALT CONCRETE AIR CONDmONER ANGLE POINT BACK OF WALK CUBIC FOOT FlNISHE0 FLOOR FlNISHED GRADE FLOW LINE FlNISH SURFACE GRADE BREAK MAN HOLE PLANTER TOP OF CURB TRASH ENCLOSURE TOP OF FOOTING TOP OF WALL UTILllY VAULT WROUGHT IRON FENCE WATER METER WATER VALVE EMERGENCY TELEPHONE NUMBER s SOUTHERN CAUFORNIA GAS COMPANY S0UHTERN CALIFORNIA EDISON COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANrTATI0N DISTRICTS GROUP W CABLE OF CAUFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT PACIFIC TELEPHONE COMPANY 0251 634- 895- 644- 962- 642- 720- 1-800 551- 0221 3011 2411 X222 3260 2056 -422-4133 7736 -~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AVON STREET GENERAL NOTES 1. THE CONSTRUCTION OF ALL P\JBUC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS & THE STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITfON ANO SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTIUTIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION & ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT!ON OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR & ANISH TO ALL ADJOINING CURBS&WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMl'I.E1EO PRIOR TO PAVING OF STREET & DRIVEWAYS. 7. PAVEMEN1 SECTIONS SHOWN ARE MINIMUM & SUBJECT TO REVlSlON & APPROVAL OF THE CITY AS REQUIRED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE & BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS (o->oO) ARE STORM DRAIN STATIONS & ARE INDEPENDENT OF ALL OTHER STATIONS. 10. SEWER, WATER & STORM DRAIN LINES DISTANCES SHOWN IN PROFILE & IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11 . STATIONS SHOWN IO<OOJ ARE SEWER STATIONS & ARE INDEPENDENT OF ALL OTHER STATIONS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM lllE PUBLIC WORKS DEP4 """"'4') HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644--3311. THE PUBLIC WORKS OEP~S INSPECTOR SHALL ALSO BE NOTIAEO AFTER PLACEMENT OF FORMS & PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE & GRADE & COMPARABILITY WITH EXISTING CONSTRUCTION. 13. THE WALLS 8: FACE OF ALL EXCAVATIONS GREATER THAN ~FEET IN DEPTH StW..LBE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF GRoONb 0R OTHER EQUIV.Al.ENT MEANS, TRENCHES OR EXCAVKf iUNS ™ ffiAN (5) FEET IN DEPTI-t SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. I 18' PAVEMENT 3/8' LIP (TYP.) P.C.C. 36' 18' R=l/2' (TYPl 1· :.-4_ '•<: .. : -i-" 1-112· A,B, <If REQ'D,) 14. THE CONT?,~ SHALL .')BTAJN A PEl!I\IITTO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN --vOVE FROM CAL/0l!HA. 15. ALL STORM DRAIN, SEWER & WATER PIPE~ BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. -==3=6•~·=cum:=====R=-D=Et=Al=L===• A=•='1o' NOTTOSCML \!,!9 16. P.V.C. SEWER PIPE MAY BE USED IN LIEUOFV.C.P. PIPEMUST BE MANUFACTURED PER A.S.T.M. 03034 SOR35 OR A.S.T ..M. F-789. ALL FITTINGS SHALL BE.PREFABRICATED FULL-BODY FITTINGS. THE P .V.C. SEWER PIPE BEDDING SHALL BE ¾• CRUSHED ROCK FROM ff' BELOW TI£ PIPE TO 12" /iBfNE. THE TOP OF PIPE & CONSOLIDATED BY JETTING PRIOR TO COMPI.ETION OF TRENCH BACKFILL. 17. DUCTILE IRON P!PE SHALL BE CLASS 52 ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF TiiE STANDARD SPECIFICATIONS. 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STANDARD 510-L 19. WATER MAINS SHALL HAVE A MINIMUM OF 31T OF COVER FROM SUBGRADE. 20. ALL CONCRETE SHALL BE 560-C3250. 21. SLOPE ANCHORS SHALL BE PROV/OED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH 314L ,"i_iiwta6.i"rDRA~-LOAO OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED -<!: DRAINS. 23. ALL SEWER LINES TO BE OWNED, OPERAlED ANO MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING. AIR TESTING & MANORl LLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILlllES DEPARTMENT. THE DEVELOPER Sf-W.l. PAY THE CURRENT RATE ESTABLISHED BY THE ClTY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED & RBNSPECTED, INCLUDING AIR T EST, MANORJU & VIDEO, PRIOR TO ACCEPTANCE. 24. THE CONlRACT0R SHALL NOTIFY lHE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 664-3106. 25. THE ARE DEPARTMENT SHALL BE N0TIAED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 26. THAT A FIRE PROTECTION SYSTEM ACCEPTMll.E TO THE ARE DEPARTMENT BE INSTALLED BY THE DEVELOPER & TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERtALS OR START OF ANY STRUCTURAL FRAMING. GENERAL NOTES 1 _ ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANOARD SPECIFICATIONS FOR PUBI.IC WORKS CONSTRUCTION,• 1997 EDITION ANO SUPPLIEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVlSIONS. 2_ EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. lHE CONTRACTOR SHAt.L BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR. DIMENSION. AND ANISH TO ADJOINING IMPROVEMENTS. 4_ P.c.c. SHALL BE Cl.ASS 560-,C-3250. 5. CONTRACTOR SHALL ADJUST CllY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER ANO STORM DRAIN MANHOLES) FRAMES ANO COVERS TO AN/SHED GRADE. ALL OTHER IJTlllTIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6-PROPOSED PAVEMENT ANO CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7 -SEE T-5880-S FOR STRIPING PLANS. ~Is I~~~-M4<.'~ ~ ~ ~ - ;-i§ ""' ,. ; m DP. 3-31-lll05 • • '%~~~ Of' C - ENGINEER: DCiENHEIN3. INC. NO. DATE BY LAND SUR\£\'ING & Cl\11.. ENGINEERING 5100 E. LA PMJU,. AVENUE. sum: 117 AIIAll£Jl,I HIUJl, CA. 92807 (714) 779-3828 FAX (714) 779-3829 b~ }. l1t,. ard;;;. q-7-ot DAVID J. MacAtTHuR, R.C.E, 12502 DATE REVISIONS .JJ I ' ,, '·· CONSTRUCTION NOTES: CONSTRUCT 4" K; PAVEMENT OVER 8" ~ BASE. CONSTRUCT 5• CONCRETE CURB ANO GUTTER PER CITY STDS-182-L TYPE CON~UCT CONCRETE DRIVE APPROACH PER CITY STDS. CONSTRUCT 6" CONCRETE CURB ONLY PER CITY STD-182-l TYPE "B". REMOVE EXISTING AC PAVEMENT, CONSTRUCT BLOCK RETAINING WALL PER SEPERATE PLAN/PERMrT REMOVE EXISTING BLOCK WALL REMOVE EXISTING CONCRETE GUTTER CONSTRUCT 12" SWALE PER SWALE DETAIL SHEET 1 OF 3. ll'ISfALL 35• GUTTER PER DETAIL "A", INSTALL "NO PARKING" SIGNS PER lRAFFIC DMSION (200' SPACING). CONSTRUCT 36" FLOW THROUGH TO EXISTING GUTTER. REMOVE EXISTING POWER POLE BY SCE. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN. INSTALL 6" AREA DRAIN W/3• OUTLET PIPE THROUGH CURB FACE. INSTALL FRENCH DRAIN PER DETAIL "B". INSTALL GUARDRAIL INSTALL LIGHT PER ARCHITECTURAL PLANS UTILITY NOTE: CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES IN PROXIMf!Y OF CROSSINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND REPORT ANY DESCREPENCIES TO THE DESIGN ENGINEER FOR ANAL YS1S. ,-..: 4' V) 12" X 0 '· .q w z z::, _o ~ ocr: ' " '-4% MAX - SWALE DETAIL NOT TO SCALE R/W 4' 5'--i-------15'------'---5'' 4% IIAX -12" CQN:q;::TE GUTTER h'N.~LE PER 4" A.C. Q\o£R ft' AB. PER SOILS ENGINEER'S RECOIIMENOA TION SWALE IFTAIL HEREON BLOC! i<ETAINING WALL PER [fAIL --- CONC. CUi/ AND GUTIER TIPE •c•.,;:;; SID. 183-L LE\IEL UNE - R/W AVON STREET ~ CURB AND GUTIER TYPE •A" P£R CITY SID. 182-L STA. 14+56.22 TO 13+21.49 TYPICAL STREET SECTION NTS APPROVED STREET IMPROVEMENT PLAN -APPROVED TRAFFIC ENGINEER AVON STREET R.C.E. NO. DATE: STA. 14+56.22 TD 13+21.49 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH 0231 CHECKED BY: DATE : 9/7/04 PUBUC WORKS DEPARTMENT SHEET l N 2-0D'f-D'l'IC, or=-3 HEEL (top) : 116 @ 16.00" o.c. /14 HOR!Z. @ 12" 0.C. • ,; -,I , ' • VA I 2' TO 5' b I CONCRETE MIX f'c = 2000 2.66'-3.33' HIGH RETAINING WALL Scale: 1 /2 = 1' -0" 2' TO 5' 2 21----__...-23 3" PERF. DRAIN PIPE -1 CF 1/2" ROCK W /FILTER FABRIC ~ ru T r--:-,::-==;:"'tt-=:::, '----i-------'-___,_ HEEL (top) : 116 @ 16.00" o.c. , . ---=~---·c:.· ....:=,~~· --' , , f14 HORIZ. @ 12" 0.C. • • 4'-4.33' HIGH RETAINING WALL Scale: 1/2 -1'-0 CONCRETE MIX f'c = 2G 10 #4 HORIZ. @ 24" O.C. 12 VARIES I 2' TO 5° & 8" C.M.U., SLD. GROUT ------,------------ Tm= 1500. psi, Fy= 60000. psi I & #5@ 16." Vert@ Edge _: __ -l,,'.J,/lr,,r-=rrr:=r=111==-':'.'...;;'"-i!' ------ #4 HORIZ. @ 16" 0.C. __ -111 j, ' , ' , .., -r V'<.,,...2 3/4" • -. , 24 -:!' PERF. DRAIN PIPE 1 CF 1/2" ROCK • <O I ..... 3 • W/FFER FABRIC 0 I TYP. ,\LL WALLS THIS (),,-t---@ c-HEET N N --. . , _I • HEEL (top) : 116 @ 6.00" o.c. /14 HORIZ. @ 12" 0. C. KEY 116 ½:RT. @ 16" oc f14 HORIZ. @ 12" O.C. RETAINING WALL NOTES*: @ PROPOSED BLOCK RETAINING WALL @ WATER PROOFING @ GRANULAR MATERIAL @ 3" DIA. PERFORATED DRAIN PIPE 1·-.. 4'-• CONCRETE MIX f'c = 2000 5.33'-6' HIGH RETAINING WALL NTS ,·-·----· ---' --_-·- .,. ··· 1· ---.. ,.--., ' '"' - • ___ : --~_•_::. •. - - . -,. -l -__ -L --- - - --' "•--•-- - ,, ---,~ ""'"~-'-.... -.,.--.,..--, :·: I :::·1 -' -' -_,, •• -------· -f>ROIWSEEf • - -_-_ ff)P-Of' N.' LY CU -- -- , ~:: .. it.~ .. J=-_ __=..;i~--~ :.,_,. L --· --·-_._,.,. ----.. - ·---------------~-- -' ., ---- --· -" ---= ......,,,__-...::.._ ' . .,_ - - -· . ----• -·-- ' RB ---------------- 13 R/W ---------- N78'14'38"W 217.57' LEGEND AC ACU Af> 8W CF FF FG FL FS GB MH PLN TC TE TF TW U VLT WIF WM WV ASPHALT CONCRETE AIR COND1TIONER ANGLE POIIIIT BACK OF WALK CUBIC FOOT FINISHED FLOOR FINISHED GRADE FLOW LINE FINISH SURFACE GRADE BREAK MAN HOLE PLANTER TOP OF CURB TRASH ENCLOSURE TOP OF FOOTING TOP OF WALL UTILITY VAULT WROUGHT IRON FENCE WATER METER WATER VALVE - I I I R/W - I I I I I I I ----·" -, • • ••'••-•-• -•-es 3 * z N 0 LO -t 0) N LO + :::, + "' 0:: /<) r--"' z i i 0 "' u "' a z w - 14 ~ 3< w ?: 0:: a c:,J 15 PROFILE SCALE: HORIZ: VERT: 1 " = 2 0 ' I-'--'--'--'-"'-"-"'--""-. 1"=4' - - :tUGHT LINE ii - - ---AVON ,. ' CONSTRUCTION NOTES: CONSTRUCT 4• AC PAVEMENT OVER 8" N:l BASE. ·stfn Et G)® 0)© CONSTRUCT s• CONCRETE CURB AND GUTTER PER CITY STDS-182-L 1YPE A. CONSTRUCT CONCRETE DRIVE APPROACH PER CITY STDS. ENGINEER: CONSTRUCT 6" CONCRETE CURB ONLY PER CITY STD-182-l T'l'PE B. ®® REMOVE EXISTING AC PAVEMENT. CONSTRUCT BLOCK RETAINING WALL PER SEPERATE PLAN/PERMIT ® CONSTRUCT 12" SNAI.£. PER SNAI.£. DETAIL SHEET 1 OF 3. @ INSTALL "NO PARKING" SIGNS PER TRAFFIC DMSION (200' SPACING). @ /.,?, RELOCATE EXISTING POWER POlE BY SCE. ll._§, INSTALL FRENCH DRAIN PER DETAIL B. DC,,, ' CU:!ltJCClaJO f, U~WJJW ... REVISIONS NO. DATE BY -- - -- APPROVED APPROVED SCALE BENCH MARK: COUNTY OF ORANGE B.M. NO. 3K-23-68 RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 1.2 KILOMETERS (0.75 OF A MILE) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE NEWPORT BOULEVARD OVERPASS IN NEWPORT BEACH, AT THE SOUTHEAST END OF A CURVE, BETWEEN 2 DRIVEWAYS TO A BUILDING #1600, SET AT THE TOP OF THE WEST CORNER OF A CATCH BASIN, 6.1 METERS (20 FT.) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.9 METERS (62 FT.) NORTHWEST OF A FIRE HYDRANT 11.8 METERS (38.7 FT.) SOUTH OF THE SOUTHWEST LEG OF A SIGN WHICH LISTS BUSINESSES OF THE BUILDING, THE STATION IS LEVEL WITH THE HEIGHT OF THE HIGHWAY. ELEVATION = 10.404 NAVO 88 STREET IMPROVEMENT PLAN LAND SlJRVE'Y'l,IG & CIW.. ENGINEERING 5100 E. LA PALMA AVENU£. SUllE 117 AIIAHEIII Hills. CA. 92807 1 10 04 FL REVISED WALL SECTION TRAFFIC ENGINEER _ ..... 1-'-''-'--=--'+-'-='-+-'--'=-==~~~=--==~=~--+------f AVON STREET (714) 779-3828 FAX (714) 779-3829 R.C.E. NO. DATE: l----+----le------1--------------+----➔ OESIGNED BY: DRAWN BY: i DAVID J. MocARlHUR, R.C.E. 12502 DATE 1-----4----le----1---------------+------1CHECKED BY: DATE: 9/7/114 STA. 14+56.22 TO 13+21.49 0231 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET z OF 3 -- EX. WALL EX. GROUND SURF ACE [ P/L . , • -- • "' I "' • • "' 0 I I ,., ,., 'b I 3" PERF SUBDRAJN WITH - - R/'11 ______ ...,..,..... - - - - -- - • •··· ------EXIST-RUAINING Bl.OC1( WAil. ' '.'SC• _,.,-,~:,,< /9 _o· ,•-.,.,<, • Sc~·_-:__,:,'.· "V-'. .,,,__,_, _ "·"'·'"·'·cc ~a:--· ~·.;;,·_-.s.•:·:,~-·-· • . ~ SHEET 2 FOR STim ~ SiK2Et -<,C. • '1l ~~ ,1iB,;,~ ◊-~ · N78'14'38"W 217.57' --- -~ • • 1.4.33 1W •· ·. tl:67 TF ; 11 .. 1 CF 1/2" ROCK W/FILTER RAP SCALE 1" = 20' HEEL (top) : #6 @ 16.00" o.c. #4 HORIZ. AS SHOWN (3 MIN.) LJ CONCRETE MIX f'c = 2000 4' HIGH RETAINING WALL Scale: 1/2" ~ 1•-0• 8" C.M.U., SLD. GROUT fm= 1500psi, Fy= 60000psi 1/4@ 16" o.c. Vert@ Edg•------+,,~rl"-'-'-~ 2 3/4" • 0 I • <O I 0 b 6.86' WLY OF \.. 11.36' W'LY OF Pl. J --··.:.,...- 1181"37' a,.58' 0.19' Pl. ' P/L 13.00 lW 11.67 TF -- - -- ' ':":.'---F -·,"''"/ifi'Y-:':5~--~-:r:{{_:;'J'.iL--1->O:::' 11.90 ----7 I I I I ---"1 G~~-+niiiiai ~,,, 11-114~i~~~~ l 16.33 lW 12.80 lC ,;uo 1L HEEL (top) : l/f3 @ 16.00" o.c. #4 HOR!Z. AS SHO'.'N I C'iA"GE •N MAT'L SPEC. OR BAR SIZE/SP CJNr~-----------------, 3" PERF SUBDRAIN WITH 1 CF 1 /2" ROCK W/FILTER RAP 1'-6" 2' HIGH RETAIN WALL NTS P/L 8" C.M.U., SLD. GROUT fm= 1500psi, Fy= 60000psi 1/4@ 16" o.c. Vert@ Edge ___ +---4b"-JVJll 111JII .. 111. ,.. - • j.:..'.2:_;;,3/'.-C4c-"~,;AS ~~~~ _1 HEEL (top) : 1/5 @ 16.00" o.c. #4 HORIZ. AS Sf'OWN 11 I l 3" PERF SUBDRAIN WITH Ll 1 c, 1/2" ROCK W/FlLTER RAP w 2' HIGH RETAIN WALL NTS EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUHTIERN CALIFORNIA EDISON COMPNf'f CITY OF NEWPORT BEACH (PUBLIC UTILlllES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT PPCIFlC TELEPHONE COMPANY 634-0251 895-0221 644-3011 962-2411 X222 642-3260 720-2056 1-800-422-4133 551-7736 EX. WALL '" PERF SUBORAfN WITH 1 CF 1/2" ROCK W/FILTER RAP -1 EX. GROUND SURF ACE ~BOTTOM ~OTING ',£El (top) : #6 @ 16.00" o.c. 1/4 HORIZ. AS SHOWN RETAINING WALL NOTES: @PROPOSED BLOCK RETAINING WALL @ WATER PROOFING • • 5'-o" ·-o" ... .. . . '-0"' 6.83' HIGH RE IAIN WALL NTS UTILITY NOTE: CONTRACTOR TO VERIFY LOCATION OF EXIS11NG UTILITIES IN PROXIMITY OF CROSSINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND REPORT Nf'f DESCREPENCIES TO THE DESIGN ENGINEER FOR ANALYSIS. \,.. 2· 2· __j_ • • • 1 -1/4 HORIZ. @ 12" O.C. (MIN.) #6 @ 16.00" o.c. 1/4 HORIZ. @ 16" O.C. (3 MIN.) CONCRETE MIX f'c = 2000 12. TC 11 fS 14.20 TC DRIVE/TRASH ENCLOSURE PEIAIL SCAlE : 1• = 10' 17' 2 4.. CONCBfTf OR S-TOPSOIi 3• o MIN. FRENCH DRAIN PERFORATION O BOTTOM CRUSHED ROCK FlLTER CLOTH lAP 6" TOP ' ' l 3" SOLID Oun.Ef P!PJ SECTION x-x FRENCH DRAIN, DETAIL B @ \l.p N.T.S. ENGINEER: DC~fEtG\EEIN,t1:. UNO SIJR'IE"1ING & CM. ENGINEERlNG 5100 E. LA PAI.MA A'IENUE. SUITT: 117 ANAHE!II HlUS, CA. 92807 (714) 779-3828 FAX (714) 779-'1829 ~ ' ])4!(.ud 11,_y.{~ , DAVID J. MacARTHUR, R.C.E. 12502 ' . 24" 2J' " = ~ ~ er' 1 ~ DATE 1 ½" STEEL PIPE RAIL--< PAINTED 1" STL. PIPE VERT. BALUSTER 4" MAX. SPACING --c.._ __ _JLJ • 17.89 TC ,; 17.64 TC . ~ (X) w IIH,-.--+----1 ½" T!'PE XS STEEL PIPE GUARDRAIL, PAINTED, WITH EQUALLY SPACED @ 4' -0" 0.C. MAX. ,_ _____ z• CMU CAP I------8" CMU WALL ·J'.l''-A'-----EMBED POSTS 16" IN GROUTED CELL, TYP #5 X 1 '-0" D EA. SIDE OF 1·-0· #5 CONT. BETWEEN POSTS 4.0" l.l!N. GUAR~ 1~k-C=MVJ!ALL@ TYP. 0 ALL RET. WAIJ..S Gli£AltR 1HAN 30• RET. HT. 26' P/L 4 __J 14.0S }3.55 SECTION 'A-·A' N.T.S. ,- C/L P/L 15' 5' 5' 9' 5' 2ff t ~~ R/W 12" CONCRETE GUTTER/SWALE PER SWALE D!::TAll. HEREON VAR!£S 0.5'-5.5'1--1---oLOCK RETAININGe Wt.''-.t I 26' -t 5' L£1,£L LINE I L O PER DE':Ait l . ' t 5% ~ ~ -- ~ CONSTRUCTION NOTES: 5% 2 SECTION 'B-B' N.T.S. G) ~2 CONSTRUCT 4• PC PAVEMENf OVER 8" N;; BASE. \6' CONSTRUCT 5• CONCRETE CURB AND GUTIER PER CITY STDS-182-L TYPE A. 0 © ~~ ~N::::c~=p~~Hp;ra ~!TY SID~~2-L TYPE B. @© REMOVE EX!STING >C PAVEMENT. CONSTRUCT BLOCK RETAINING WALL PER SEPERATE PLAN/PERMIT 0@ REMOVE EXISTING BLOCK WJ\1..1. REMOVE EXISTING CONCRETE GlITTER @ c;;-.l INSTALL 36" GUTTER PER DETAIL A. \!.9 CONSTRUCT 36" FLOW THROUGH TO EXISTING GUTTER. {ij)~ @, CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS. INSTALL 6" AREA DRAIN W/3" OUTLET PIPE THROUGH CURB FACE. INSTALL FRENCH DRAIN PER DETAIL B. @r.:;,. @ INSTALL GUARDRAIL PER DETAIL HEREON. @ INSTALL LIGHT PER ARCHITECTS PLANS REVISIONS APPROVED NO. DATE BY APPROVED TRAFFIC ENGINEER R.C.E. NO. DATE: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: 09/14/04 ,-,--,_...,.,.---3" PERF SUBDRAIN WITH 1 CF 1 /2" ROCK W /Fil Tf:R cABRIC 2 LEGEND AC ACU AP f!fl CF FF FG FL FS GB MH PLN TC TE TF TW U VLT WlF WM WV ASPHALT CONCRETE AIR CONOnlONER ANGLE POINT BACK OF WAf.J(. CUBIC FOOT FINISHED FLOOR FINISHED GRADE FLOW LINE FINISH SURFACE GRADE BREAK MAN HOLE Pl.ANTER TOP OF CURB TRASH ENCLOSURE TOP OF FOOTING TOP OF WALL UTILITY VAULT WROUGHT IRON FENCE WATER METER WATER VALVE DRIVEWA'f RAMP PLAN AVON STREET STA. 14+5S.22 TO 13+21.49 CITY OF NEWPORT3EACH 0231 PUBLIC WORKS DE?ARTMENT SHEIT 3 OF 3