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HomeMy WebLinkAboutP_5214_SCITY OF COSTA MESA PROJECT LOCATION JOHN WAYNE .> AIRPORT if c..,.~ ~&S :s 01' CITY OF IRVINE # VICINITY MAP * -0- ~ [lm] ~ [ru ISi [si1] IID!l s ® * --u- 0 = --x- t>C><l ® fl!) 0 sco SYMBOL STREET LIGHT POWER POLE GUY WIRE TRAFFIC PULL BOX CABLE TV PULL BOX PULL BOX GAS VALVE GAS METER TELEPHONE PEDESTAL PAVEMENT CORING TREE PALM TREE SIGN TELEPHONE MANHOLE WALL RETAINING WALL CHAIN LINK FENCE WATER VALVE WATER METER FIRE HYDRANT WATER MANHOLE IRRIGATION CONTROL VALVE MANHOLE SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN GRATE DRAIN VAULT VENT SANITARY SEWER CLEANOUT PROPERTY LINE ----NEW CONSTRUCTION ---i---CENTERLINE -----S----SEWER LINE ----W-----WATER LINE C - - -GAS LINE --E--ELECTRICAL LINE -T--TELEPHONE LINE -------f";ATV-CABLEVISION LINE SP--SPRINKLER SYSTEM '?,@',@', ASPHALT CONCRETE PAVEMENT NATIVE/SOIL NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE AV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CATV CABLE TV CF CURB FACE Cl CAST IRON i CENTERLINE CNB CITY OF NEWPORT BEACH CL. CLASS CLR. CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURB RETURN EVC END VERTICAL CURVE EXIST. EXISTING FLG. FLAN GED FE FLAN GED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END ICV IRRIGATION CONTROL VALVE LT. LEFT MAX. MAXIMUM MJ MECHANICAL JOINT MIN. MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO. NUMBER OG ORIGINAL GROUND PE PLAIN END PROP. PROPOSED PB PULL BOX R RADIUS RCP REINFORCED CONCRETE PIPE RET. RETAINING RT. RIGHT R/W RIGHT-OF-WAY SCH. SCHEDULE S SEWER sea SEWER CLEANOUT SMH SEWER MANHOLE SHT. SHEET STA. STATION SW SIDEWAUK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ, SQUARE STL. STEEL T TELEPHONE W WEST/WATER W/ 'MTH WM WATER METER PUBLIC WORKS DEPARTMENT CASTAWAYS PARK MARINES 11 MONUMENT C-4003 APPROVED: ___________________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ___________________________ _ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER CUFF DRIVE PROJECT SITE ACCESS POINT LANE CASTAWAYS PARK \ W. COAST HIGHWAY R.C.E. NO. 47961 PROJECT SITE DATE: ______ _ DATE: ______ _ SCALE: NTS LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. WHERE APPLICABLE, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. WHERE APPLICABLE, CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VIERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 PROTECT EXISTING IMPROVIEMENTS IN PLACE. ® CONSTRUCT INTEGRAL COLORED STEEL REINFORCED MONUMENT FOUNDATION PER DETAIL B. @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS. SEE DETAIL A. 0 SAWCUT EXISTING AC PAVIEMENT AND CONSTRUCT MINIMUM 1' WIDE BY 1' DEEP AC PATCH BACK. ® CONSTRUCT 6"-WIDE INTEGRAL COLORED STEEL REINFORCED CURB BAND TO MATCH EDGE OF EXISTING PAVEMENT. SEE DETAIL A. SHEET INDEX 1 TITLE SHEET 2 PLAN AND DETAILS SHEET AS-BUILT L " .c " ., :, " -a. E a. O> D LO O> D ---.... D ~ -D -N LO Cl.. --C " E :, C 0 ::;; .,, L " a. ~ " 3' " -., " u en I "" -N LO I Cl.. - en "' Cl:'. <( Cl.. - "' C ·c: " " .!: "' C w E.C. CONSTRUCTION 7/7/08 C-4003 o EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: t-------------------------,---------------------------r------------------------------..-------------,-----------.-----------r-------------1~----------.-------------------------------t~ DAY NIGHT CALL TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 1-800-422-4133 AT&T TELEPHONE COMPANY iBOOl 332-1321 611 MARK HARMON BEFORE YOU DIG CITY OF NE'MPORT BEACH UTILITIES DEPARTMENT 949 644-3011 (949) 644-3717 GENERAL SERVICES DIRECTOR MESA CONSOLIDATED WATER DISTRICT (714 631-1291 TIME WARNER CABLE (714) 542-6222 COX COMMUNICATIONS (949) 546-4100 DATE: ~FFSS/ .._\llG l,t ., 4- .... <" ROBERT STEIN, RCE 43003 ASSISTANT CITY ENGINEER No. 65329 . 09-30-09 DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: IL IL CHECKED: DATE: TITLE SHEET CASTAWAYS PARK MARINES 1/1 MONUMENT (,,) ""Cl " L " .c (l) 3: m a. - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5214-S ~ ., FT 12 13 07 :;:) SHEET 1 OF 2 .._ ____________________ ___. __________________________ ...__ __________________________ ..._ ________ ___. _________ ...._ _________ ...__ _______ ___. _______ ....._ ___ _._...._ ...... ____________________ ...._ ______ __,c_: CONSTRUCTION NOTES CD PROTECT EXISTING IMPROVEMENTS IN PLACE. @ CONSTRUCT INTEGRAL COLORED STEEL REINFORCED MONUMENT FOUNDATION PER DETAIL C. (DAVIS COLOR -LIGHT GREY-8084) 0 REMOVE EXISTING AC PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS. SEE DETAIL A. G) SAWCUT EXISTING AC PAVEMENT AND CONSTRUCT MINIMUM 1' WIDE BY 1' DEEP AC PATCH BACK. ® CONSTRUCT 6"-WIDE INTEGRAL COLORED STEEL REINFORCED CURB BAND TO MATCH EDGE OF EXISTING PAVEMENT. SEE DETAIL A. (DAVIS COLOR -LIGHT GREY-8084) ® CONSTRUCT 42"X42" STEEL REINFORCEMENT PEDESTAL PER DETAIL B (DAVIS COLOR -LIGHT GRAY-8084) I ', EXISTING LANDSCAPED AREA W/GRASS & TREES CD EX. BOLLARD LIGHT 11\EX. DOGGIE-BAG DISPENSER '-VON SLOTTED POST TO BE RELOCATED BY OTHERS - v CD EX. SECURED ROUND PLASTIC TRASH CONTAINER J _.,,.... EX. EARTH BEYOND EDGE OF PAVEMENT ............... \ \ 5 - EX. WOODEN FENCE POSTS \ ON PCC BASE (TYP.) CD 82.1 FG I I I - \ -- I z I EX. EDGE OF PAVEMENT ~ EX. WOODEN FENCING PLANKS ON SIMPSON BRACKETS CD SCALE 1"=5' LL ... , .. 0:: '! . ~ . 0 w ........ a_ -.. d < u If) 0 z < ...J ..... ; ;. " : ~ . .S., ·, in <D INTEGRAL SILVERSMOKE COLORED REINFORCED CONCRETE CURB BAND TO MATCH PAVERS PLAN VIEW ACKERSTONE -8.375" x 5.375" x 2.5" ANTIQUE KOBBLE 45' HERRINGBONE PATTERN, CHARCOAL COLOR 17 0.125" ~~1~6Df5ESAig~ctJ:R~URB -Ii' I -I I 1-111-1 1-1 =11=1 • CONTINUOUS #4 REBAR (RIBBED) CENTERED IN CURB BAND (TYP). SECTION Y-Y 1/8" JOINTING SAND-ASTM C 144 MINIMUM SE OF 30 1" DENSIFIED BEDDING SAND-ASTM C 33 MINIMUM SE OF 30 6" -8" EXISTING HIGHLY COMPACTED OR CEMENT TREATED BASE SECTION X-X SECTION X'-X' I JO" I -~ --~ DETAIL A -CONCRETE PAVERS C C I" I" 0 ~1 ~I 3" MIN C I" N.T.S. , GROUND SURFACE ,. ,. ~- lo \, lo ~ ~ - 1 • ,.. • ,.. • 1 42" 1 • ,.. • ,.. • 1 42" 6 5' 1 3" MIN I 3" MIN\ JO" 42" 0 PLAN VIEW 0 DETAIL B -PLAQUE PEDESTAL N.T.S. L Q) ..c u "' :, 0 -C. E C. ,-.. 0 .;; ---------------------------------------10 ~ '-, ~ \ 1-\.._ #4 REBAR (RIBBED)@ 12" OC 6" OVERLAP (TYP.) MIN. 0.5" CH \ AMFER EDGE (TYP.) INTEGRAL LIGHT-GRAY COLORED REINFORCED CONCRETE CURB BAND TO MATCH PAVERS PLAN VIEW DETAIL C -MONUMENT FOUNDATION N.T.S. OJ 0.5" CHAMFER EDGE (TYP.) 6.5' 3" MIN 3" MIN APPLY CLEAR NON-METALLIC, NON-SHRINK, ELASTROMERIC, WATERPROOF SEALANT AT JOINT EDGES FINISHED SURFACE OF NEW PAVERS 11 I I I II~, ,111 1 ,-n-, INTEGRAL LIGHT-GRAY COLORED ..,_.LLL...-'-'-'---'2'4-.Lll......Lll.-'.L'---"!-'---'-'-'-.LLL...-'-'-'--'..Ll--'-'-'---'"--CONCRETE MONUMENT FOUND A Tl ON ::;; TO MATCH PAVERS SECTION Z-Z 6"-8" EXISTING HIGHLY COMPACTED OR CEMENT TREATED BASE AS-BUILT -C Q) E :, C 0 ::;; -" L 0 a_ -N "' I a_ □ If) y a'. < a_ u a, C ·.:: Q) Q) C a, C w E.C. CONSTRUCTION 7/7/08 C-4003 g ,---..-----..----------------------r---------r---------,----------------------------t~ REVIEWED: u ~FESS/~ '\,.\NG l,t ., .. .... <;. "' No. 65329 Exp. 09-30-09 CM].. if3 PLAN AND DETAIL SHEET CASTAWAYS PARK MARINES 1/1 MONUMENT □ -.::, ~ 0 ..c 'tl FONG TSE, RCE 56980 3:: PRINCIPAL CIVIL ENGINEER g" 1-----~-------------------------------1 □ DESIGNED: IL DRAWN: IL CITY OF NEWPORT BEACH P-5214-S i ..._ _________________________________________________________ _._ _________ _.__No_ ........ _D_A_TE _ _._D_Es_c_RI_PT1_o_N_o_F_R_EV1_s_Io_Ns _____________ ...__ _______ ,._c_H_Ec_K_ED_: ____ F_T._D_A_TE_:1_.Z_lO....._Ol ______ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _._s_H_EE_T_2_o_F_2__, : CITY OF COSTA MESA PROJECT LOCATION JOHN WAYNE .> AIRPORT J' ~~ !'<><'.; 3' 01' CITY OF IRVINE ~ VICINITY MAP * -0- ~ uiID i;ill @] IZI [si1] IID1l s ® * --u- 0 = --x- @ Ifill o sea SYMBOL STREET LIGHT POWER POLIE GUY WIRE TRAFFIC PULL BOX CABLE TV PULL BOX PULL BOX GAS VALVE GAS METER TELEPHONE PEDESTAL PAVEMENT CORING TREE PALM TREE SIGN TELEPHONE MANHOLE WALL RETAINING WALL CHAIN LINK FENCE WATER VALVE WATER METER FIRE HYDRANT WATER MANHOLE IRRIGATION CONTROL VALVE MANHOLE SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN GRATE DRAIN VAULT VENT SANITARY SEWER CLEANOUT PROPERTY LINE ----NEW CONSTRUCTION ---~---CENTERLINE -----S----SEWER LINE ----W-----WATER LINE C - - -GAS LINE --E --ELECTRICAL LINE -T--TELEPHONE LINE -----f;ATV-CABLE\%I0N LINE SP--SPRINKLER SYSTEM '?,@',@', ASPHALT CONCRETE PAVEMENT NATIVE/SOIL NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE AV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CATV CABLE TV CF CURB FACE Cl CAST IRON ~ CENTERLINE CNB CITY OF NEWPORT BEACH CL. CLASS CLR. CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURB RETURN EVC END VERTICAL CURVE EXIST. EXISTING FLG. FLANGED FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END ICV IRRIGATION CONTROL VALVE LT. LEFT MAX. MAXIMUM MJ MECHANICAL JOINT MIN. MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO. NUMBER OG ORIGINAL GROUND PE PLAIN END PROP. PROPOSED PB PULL BOX R RADIUS RCP REINFORCED CONCRETE PIPE RET. RETAINING RT. RIGHT R/W RIGHT-OF-WAY SCH. SCHEDULE S SEWER sea SEWER CLEANOUT SMH SEWER MANHOLE SHT. SHEET STA. STATION SW SIDEWALK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ. SQUARE STL. STEEL T TELEPHONE W WEST/WATER W/ WITH WM WATER METER PUBLIC WORKS DEPARTMENT CASTAWAYS PARK MARINES 11 MONUMENT C-4003 APPROVED: ___________________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: ___________________________ _ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER CLIFF DRIVE PROJECT SITE ACCESS POINT LANE CASTAWAYS PARK \ W. COAST HIGHWAY R.C.E. NO. 47961 PROJECT SITE DATE: ______ _ DATE: ______ _ SCALE: NTS LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. WHERE APPLICABLE, ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. WHERE APPLICABLE, CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICA TIED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES CD PROTECT EXISTING IMPROVEMENTS IN PLACE. 0 CONSTRUCT INTEGRAL COLORED STEEL REINFORCED MONUMENT FOUNDATION PER DETAIL B. @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS. SEE DETAIL A. 0 SAWCUT EXISTING AC PAVEMENT AND CONSTRUCT MINIMUM 1' WIDE BY 1' DEEP AC PATCH BACK. ® CONSTRUCT 6"-WIDE INTEGRAL COLORED STEEL REINFORCED CURB BAND TO MATCH EDGE OF EXISTING PAVEMENT. SEE DETAIL A. SHEET INDEX 1 Tl TLE SHEET 2 PLAN AND DETAILS SHEET " " E a. .... .... ,;; .:,,: L 0 a. !!/.. 0 3' 0 ..., en 0 (.) (./) I .... -N I{) I ~ (./) "' 0:: <( ~ O' C ·c: " " .!: O' C C-4003 t t-------------------------,--------------------------..-----------------------------..-------------,-----------.----------..------------1~----------.------------------------------t~ EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: DAY NIGHT CALL TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY (BOO) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (BOO) 611-1911 1-800-422-4133 AT&T TELEPHONE COMPANY [BOOl 332-1321 611 MARK HARMON BEFORE YOU DIG CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 949 644-3011 (949) 644-3717 GENERAL SERVICES DIRECTOR MESA CONSOLIDATED WATER DISTRICT (714 631-1291 TIME WARNER CABLE (714) 542-6222 COX COMMUNICATIONS (949) 546-4100 DATE: ~FFSS/ ,;.\JIG l-44, "" ROBERT STEIN, RCE 43003 ASSISTANT CITY ENGINEER No. 65329 . 09-30-09 CI\Tll., DATE: TITLE SHEET CASTAWAYS PARK MARINES 1/1 MONUMENT FONG TSE, RCE 56980 ;;- ,::, " L 0 ..c: ')- 3= CD PRINCIPAL CIVIL ENGINEER 1-----~------+---------------------~-------~ DESIGNED: DRAWN: IL CHECKED: DATE: IL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5214-S ~ en ::::, SHEET 1 OF 2 / ,._ ____________________ ___, __________________________ .._ __________________________ ..._ ________ ___, _________ ...._ _________ .._ _______ ___, _______ ....., ___ _._ __ ...._ ____________________ ...._ ______ ___.._;_: FT 12 13 07 CONSTRUCTION NOTES CD PROTECT EXISTING IMPROVEMENTS IN PLACE. ® CONSTRUCT INTEGRAL COLORED STEEL REINFORCED MONUMENT FOUNDATION PER DETAIL B. 0 REMOVE EXISTING AC PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAYERS. SEE DETAIL A. © SAWCUT EXISTING AC PAVEMENT AND CONSTRUCT MINIMUM 1' WIDE BY 1' DEEP AC PATCH BACK. ® CONSllRUCT 6"-WIDE INTEGRAL COLORED STEEL REINFORCED CURB BAND TO MATCH EDGE OF EXISTING PAVEMENT. SEE DETAIL A. w w w w EXISTING LANDSCAPED AREA W/GRASS & TREES CD EX. BOLLARD LIGHT w w w (',\EX. DOGGIE-BAG DISPENSER '-.'.)ON SLOTTED POST TO BE RELOCATED BY OTHERS w w w w CD EX. SECURED ROUND PLASTIC llRASH ~NTAINER W cf '!AG~ 'i,.'1-'~~'i,.~~ j?~ I 11~1 • ,-/ ---. __./ / \ ---EX. EARTH BEYOND EDGE OF PAVEMENT \ w 5 1 ---- - EX. WOODEN FENCE POSTS \ ON PCC BASE (TYP.) CD "- ~ CJ w 82.1 FG ",.,_ <., .;,, g~ kl !ii i:J '<: Q_ '< ~ TOE OF SLOPE I I I f - I I ' a<< I I/'' ...... - I '\ I EX. EDGE OF PAVEMENT 1( ,,. woooc, ""''"' "'"" ON SIMPSON BRACKETS CD SCALE 1''=5' LL "· • 0::: ~ . ~ . ,:" • . .. : 0 w []_ <( u '-.~-·., ...... (/) 0 z <( ...J z .ly\.~ • ·• ..•.. INTEGRAL SLATE-GRAY COLORED REINFORCED CONCRETE CURB BAND TO MATCH PAYERS PLAN VIEW 0 ~1 3" MIN ACKERSTONE -8.375" x 5.375" x 3.150" ANTIQUE KOBBLE 45' HERRINGBONE PATTERN, SLATE GRAY COLOR .ly\. 17 CONTINUOUS #4 REBAR (RIBBED) CENTERED IN CURB BAND (TYP). 0.125" SECTION Y-Y 1/8" JOINTING SAND-ASTM C 144 MINIMUM SE OF 30 1" DENSIFIED BEDDING SAND-ASTM C 33 MINIMUM SE OF 30 95% OVER-EXCAVATED RECOMPACTED CLASS II BASE DETAIL A-CONCRETE PAVERS 6 5' 1 I"-. " ~ \ N.T.S . 3" MIN l 3" MINf 0 h._#4 REBAR (RIBBED)@ 12" OC 6" OVERLAP (TYP.) MIN. 0.5" CH \ AMFER EDGE (TYP.) INTEGRAL SLATE-GRAY COLORED REINFORCED CONCRETE CURB BAND TO MATCH PAYERS PLAN VIEW ' N - ' OJ 0. 5" CH AM FER EDGE (TYP.) 6.5' 3" MIN 3" MIN APPLY CLEAR NON-METALLIC, NON-SHRINK, ELASTROMERIC, WATERPROOF SEALANT AT JOINT EDGES FINISHED SURFACE OF NEW PAYERS INTEGRAL SLATE-GRAY COLORED ~~~-'-'-<f--'"~~~.,..,_...~~~~~~~'--CONCRETE MONUMENT FOUNDATION TO MATCH PAVERS 95% OVER-EXCAVATED RECOMPACTED CLASS II BASE SECTION Z-Z DETAIL B -MONUMENT FOUNDATION N.T.S. " " E a. I{) st-,;; .:,,: L 0 []_ !!/.. 0 3' 0 ..., en 0 (_) (/) I st--N I{) I ~ (/) "' 0:: <( ~ "' C ·c: " " .!: "' C C-4003 t ,---..-----..----------------------r---------r---------,------------------------------1~ REVIEWED: PLAN AND DETAIL SHEET ~ No. 65329 . 09-30-09 CIV!l., " L CASTAWAYS PARK MARINES 1/1 MONUMENT _g ')- FONG TSE, RCE 56980 3: PRINCIPAL CIVIL ENGINEER ~ I-----~----+------------------~-------</ CITY OF NEWPORT BEACH P-5214-S i DESIGNED: DRAWN: IL IL ...._ _________________________________________________________ _._ _________ ......__No_ ........ _D_A_TE_...._D_Es_c_RI_PT_lo_N_o_F_R_EV1_s_Io_Ns _____________ ..._ _______ .._c_H_Ec_K_ED_, ____ F_T._D_A_TE_,1_.Z_l0......_07....._ ____ P_U_B_L_IC_W_O_R_K_S_□_E_P_A_R_T_M_E_N_T ___ ......_s_H_EE_T_2_o_F_2__, r