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R_5906_S
CITY OF COSTA MESA 0 PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE ct FIRE HYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVlCE CF CURB FACE DPS PULL BOX Cl CAST IRON Ii. CENTERLINE DGM GAS METER CNS CITY OF NEWPORT BEACH CL CLASS ®WV WATER VALVE CLR CLEAR C&G CURB AND GUTTER POWER POLE ANCHOR E EAST /ELECTRIC fj, MONUMENT EC END CURVlE ECR END CURVE RETURN -x-x-x-FENCE EVC END VERTICAL CURVE EXIST EXISTING BLOCK WALL FLG FLANGE ~ FE FLANGED END TREE FL FLOW LINE Q{J FM FORCE MAIN SHRUBBERY G GAS .LLL LLL .LLL ..LLL ASPHALT PAVEMENT GV GATE VALVE GB GRADE BREAK : : : : : :: : : : : : ::: : BRICK WALK GE GROOVED END 1 · ·.' • • I IP&T IRON PIPE AND TAG . . . . . . . . -~ CONCRETE LT LEFT . . . .•,' ... - ~CL0::::0::::0:::////j MAX MAXIMUM BUILDING MJ MECHANICAL JOINT ----EXISTING CONSTRUCTION MIN MINIMUM NG NATURAL GROUND ----PROPERTY LINE N NORTH NTS NOT TO SCALE NEW CONSTRUCTION NO NUMBER ---i---OG ORIGINAL GROUND CENTERLINE PE PLAIN END ----s----SEWER LINE PROP PROPOSED PB PULL BOX -----w-----WATER LINE RCP REINFORCED CONCRETE PIPE RET RETAINING ---G---GAS LINE RT RIGHT SCH SCHEDULE --E--ELECTRICAL LINE s SEWER --T--TELEPHONE LINE sco SEWER CLEANOUT SMH SEWER MANHOLE -CATV-CABLEVlSION LINE SHT SHEET SW SIDEWALK --SP--SPRINKLER SYSTEM s SOUTH SCE SOUTHERN CALIFORNIA EDISON -¢ STREET LIGHT SQ SQUARE STL STEEL -u-SIGN T TELEPHONE w WEST/WATER W/ WITH LEGEND ,~~~:I COLD MILL 1~'%21 DIG-OUTS I. I CONCRETE PAVEMENT JPUBLXC WORJ[(.§ DEPARTMENT 2006-2007 CITYWIDE STREET, PARKING LOT AND STORM DRAIN IMPROVEMENTS (MARINE AVENUE, 15TH STREET, WEST BAY AVENUE BETWEEN 6TH AND 7TH STREETS, SPYGLASS HILL AREA, HARBOR VIEW HILLS SOUTH AREA, SEASHORE DRIVE, CORONA DEL MAR BEACH PARKING LOT AND A STREET BEACH PARKING LOT) ~ <( w z [l'. <( ::e C-3793 APPROVED:L . .../~ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 f ,f-'/ .C.E. NO. 24967 DATE: //~ I MARINE AVENUE SPYGLASS HILL AREA HARBOR VIEW HILLS SOUTH AREA COM BEACH PARKING LOT 15TH STREET A STREET BEACH PARKING LOT LOCATION MAP NOT TO SCALE SEASHORE DRIVE WEST BAY AVENUE RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY 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 AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAVv1NGS 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 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 G) PROTECT IN PLACE @ COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1'' THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L (j) CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® REMOVE EXISTING AC PAVEMENT 4-INCH DEEP. ALL EXISTING AC PAVEMENT ABOVE PCC BRIDGE DECK SHALL BE REMOVED. PROTECT PCC BRIDGE DECK. @ INSTALL 3-FEET WIDE PETROTAC FABRIC 4591 ALONG BRIDGE EXPANSION JOINTS. FABRIC SHALL BE PLACED BETWEEN THE AC LEVELING COURSE AND SURFACE COURSE. @ REMOVE WHEEL STOP AND REINSTALL AFTER PLACEMENT OF AC SURFACE COURSE @ REMOVE AND RECONSTRUCT TYPE B CURB PER CNB STD-182-L @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB STD-182-L @ ADJUST UTILITY TO GRADE BY OTHERS @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE PULL BOX PER CNB STD-204-L @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-186-L @ REVOVE AND REPLACE SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD-400-L @ COLD MILL EXISTING PAVEMENT 2-INCH DEEP @ REMOVE AND REPLACE TRAFFIC SIGNAL LOOP @ REMOVE AND RECONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNB STD-310-L @ CONSTRUCT CONCRETE PIPE COLLAR PER CNB STD-313-L @ REMOVE CONFLICTING PIPE AND INSTALL NEW PIPE PER PROFILE @ REMOVE AND RECONSTRUCT LOCAL DEPRESSION AND TYPE OL-A CURB INLET PER CNB STD 304-L AND STD-305-L. (L=3.5' AND H=8') @ REMOVE AND RECONSTRUCT 8" PCC PAVEMENT. #4 SMOOTH GALVINIZED DOWELS (4' LONG) 18" OC SHALL BE USED ALONG JOIN LOCATIONS .. @ CONSTRUCT 1.5" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE @ REMOVE AC BERM AND CONSTRUCT TYPE B CURB PER CNB STD-182-L @ REMOVE EXISTING PAVEMENT AND CONSTRUCT 3" FULL DEPTH AC (DIG-OUTS) @ CONSTRUCT 4" THICK PCC SIDEWALK AND STEPPED WALKWAY ON SLOPE @ REMOVE AND RECONSTRUCT 4" PCC SIDEWALK. #4 SMOOTH GALVINIZED DOWELS (4' LONG) 18" QC SHALL BE USED ALONG JOIN LOCATIONS. ® CONSTRUCT 2" THICK AC SURFACE COURSE C 0 L ~ 0 E 0 OJ l!) ,:.: O> ;,, "O (/) <D 0 0, l!) 'o O> ;,, "O □ a. E Cl (/') ~ 0 _J O> C -" L 0 n_ @ REMOVE AC PAVEMENT AND CONSTRUCT 8" THICK PCC PAVEMENT. #4 SMOOTH GALVINIZED DOWELS ( 4' LONG) 18" OC SHALL BE USED ALONG JOIN LOCATIONS. .,, 1------'--;_;,:.__...;..;.....;. _ __;_;;.;;_..;,.;;,;;;;..;_;;_;_;_;;.;.;.;..;..;:.:..:.;.....;.;.;.;.;;;_ ___________ _J " SHEET INDEX " L ~ (/') 1-------------------------------------_J" "O 1 TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3 PLAN AND PROFILE SHEET MARINE AVENUE 4 PLAN AND PROFILE SHEET MARINE AVENUE 5 PLAN SHEET DRAKES BAY DRIVE 6 PLAN SHEET CAMBRIA DRIVE 7 PLAN SHEET CAMBRIA DRIVE B PLAN SHEET CAMBRIA DRIVE 9 PLAN SHEET GOLETA POINT DRIVE 10 PLAN SHEET GOLETA POINT DRIVE 11 PLAN SHEET KEEL DRIVE AND INLET DRIVE 12 PLAN SHEET CATAMARAN DRIVE 13 PLAN SHEET CDM BEACH PARKING LOT 14 STRIPING PLAN CDM BEACH PARKING LOT 15 PLAN AND PROFILE SHEET 15TH STREET 16 PLAN SHEET A STREET PARKING LOT WEST BAY AVENUE IMPROVEMENTS 18 TITLE SHEET 19 DETAILS AND SECTIONS 20 BAY AVENUE PLAN AND PROFILE 21 STORM DRAIN -BAY AVENUE -~ ~ u ,-... 0 I (0 0 0 N (/') (0 0 0, l!) 'o (/) ~ " " L ~ \il O> C ·c: " <V C O> C 'I'! ,-___ -_-____ ---------,oiic~~=iioi~;-:---------~----.=-.--..=:,:;;::;-;::;:-;-;~;:;=;-;~~-;:::-;;--;~;:;-;:;:~--.-;-;;;:;;;;;;;-;:;-;:~~-1---,;--;:;;:;;;;;;-;;-:-==~---.-=:-::-:-::===--.------~~:._.::::.'.'.:'.:.:__~~_::::.:'.::_ ___________ ~C:::-3~7_::93~ g<( BASIS OF BEARINGS: REVlEWED: u (SEE INDIVIDUAL SHEET) TITLE SHEET ~ EMERGENCY TELEPHONE NUMBERS APPROVA APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 17 PLAN SHEET SEASHORE DRIVE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: (SEE INDIVIDUAL SHEET) SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA DAY NIGHT (800) 624-8153 (800) 611-1911 (800; 332-1321 611 (949 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 / ~~ M~ ON PETE ANTISTA RICH EDMONSTON, RCE 22045 GENERAL SE/.CES IRECTOR UTILITIES DIRECTOR TRAN SP. & DEV. SERVICES MGR. -;.\\~NH Doc, No. 63670 . 09-30-0B L 0 .c \il RI, RCE 46214 3: CIVlL ENGINEER il: 1-.:...:..:::.:..::::..::.:...:;;.,:.::..:==:::..:....--1----------------------------_J LJ DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5906-S ~ ,_ ______ _, (/) ,_ __________________ ___. _______________________ ....1...:::.::~==..::::::.:.:.:::~:::::.:,:,_ _____ ::::::~~.::.::,~ __ .:,_ __ L ___ ..:,_ ___ _J ________ ...1. ___ ~ ____ _L _______ LcH.::E.:.CK.::E::..D:__!:!:MJ!§.SLD:..A...:TE:..: _l11[8310fil6 ____ _::P:_::U~B:'..'.L:::IC~W_:0:.R::KS::..'.:D~E:P~A~R:_T~M~E:N'.:T~ __ _J_:S:'.:H~EE~T~1~o:F~2~1!_, J ~ DATE: f//1 tJt DA TE: /I I "I { 2.001. COX COMMUNICATIONS (949) 546-4100 DATE:/r-'l-ct UNDERGROUND SERVlCE ALERT (800) 422-4133 ( ROW SEE PLAN SHEETS SEE PLAN SHEETS 7' ------( 2 1------i ROW 20' 9'-10" VARIES ~ TYPICAL SECTION NOT TO SCALE MARINE AVENUE -STA 7+30 TO 9+80 DRAKES BAY DRIVE 1 o· POINT CONCEPTION WAY CAMBRIA DRIVE GOLETA POINT DRIVE INLET DRIVE KEEL DRIVE CATAMARAN DRIVE 15TH STREET 1 o· TYPICAL SECTION NOT TO SCALE MARINE AVENUE BRIDGE SEE PLAN SHEETS SEE PLAN SHEETS 7' t------{ 2 )'----l 20' 9'-10" ROW ROW > ::J 2 0 _J 0 u _J _J 2 0 _J 0 u ~ 7' t--------------121-------------< I L--------------- 1 C&G, X-GUTTER, OR PAVEMENT _J _J 2 g 0 u 0 EXISTING PAVEMENT DETAIL "A" -COLD MILL NOT TO SCALE 20' ------------<71-------------< 3 _J _J 2 0 _J 0 u ' 0 EXISTING PAVEMENT DETAIL "B" -HEADER GRIND NOT TO SCALE CONSTRUCTION NOTES G) PROTECT IN PLACE 0 COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 G) CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 CONSTRUCT HEADER GRIND PER DETIAL "8" ON SHEET 2 ® REMOVE EXISTING AC PAVEMENT 4-INCH DEEP. ALL EXISTING AC PAVEMENT ABOVE PCC BRIDGE DECK SHALL BE REMOVED. PROTECT PCC BRIDGE DECK. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. >-.c "' E a. C)) N f0 r--0 "' 0 N "' 00 0 ::, (D "' <,: I (/) <O 0 0) ID c,: u 0, " -g a. E 0 (/) <:el -0 ...J 0, C .:,:; ~ 0 0.. -0) e -(/) 0) -0 I -0 r--0 I <O 0 0 N (/) ID 0 (J) ID c,: □ "' -<I> 0) ~ -(/) □ 0, .!: ~ >l) "' .!: 0, C: C-3793 g r-r:--r-----r----------------------,---------.-::=:-::=::---------.----------------------------1~ ffi 07-27-07 AS BUILT REVIEWED: \.l ~v!)FE.9sr0@ TPYICAL SECTIONS AND DETAILS -o ~ '(.~~\IH D(IC' :fy,'; ~ I@~ ~~ ~ ,~ t\ ~ MICHAEL J. SINACORI, RCE 46214 > No. 63670 PRINCIPAL CIVIL ENGINEER ~ Exp. 09-30-08 t-:-::=c:-:::,---,-:-:,-~,-----t---------------------~-------1 o '5'4%0 C/V\\. "~ DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5906-S ~ c,:· OF CA\.°l<v t----------1 m NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 21 B ,__ _________________________________________________________________________ .J.._....J. ____ L_ _____________________ 1... _______ ....1, ___ _!M:!,:!J~SL_.,!1,11 /:~3!L_i/0~6al,_ ________ .:...__:..:_ ____ _:.:.... ____ J..::=.:....!:....:...!:..!...J,;.: IT[] [TI] ' --IT[] --------Dfil [TI] IT[] ----------IBJ---- DTI ' o~ 0 [L LO w r---Ill 'FI"' N a) -~ o~ 0 [L . w ll) r--. 0 + OCl N a) ~ o~ 0 [L . w 0 oo +N "' ci o~ • (/) 0 IL 0 a "' +"' "' 0 o~ 0 [L ow 0 "' +N "' 0 o~ 0 [L ll) w r--. 0) +<D "' sf' •-----------~-----------------------~-------------------------- 2+00 Eto~::z. SCALE: 1 "= 20' ------- 3+00 I I I I I I w (_') 0 (t'. {IJ z (_') w {IJ ll) 0 + f') o~ 0 [L -W 0 0 <D +m "° LO o~ 0 [L ow 0 0) + 0) "" ll) -~ 4+00 o~ 0 [L ll) w N- + "' "" r--- o~ 0 [L ow ll) -+°' "" r--- ------------------ • ·------ o~ 0 [L ll) w " <D +N "° ro o~ 0 [L ow o ro +N ,n ro 0 c2 ~ w ll) No, +N ll) a:i a~ 0 [L ci w ll) N +N ll) a:i o~ 0 [L ll) w r--. f') +ro ll) r--. 1---------------- --------------- ---- 5+00 o~ 0 [L ci w ON +N (0 r--. o~ 0 [L ll) w N r'l +"" (0 <D -~ o~ 0 [L ow ll) <D + f') '° LO -------------, ----------------, --------------- -------------------1 ----------------------------l-------------1----------------------------l------l 15 1-----1 o~ 0 [L ow ll) N +"' (0 I{)_ -------------- CI.TI . ---- . [TIJ--------- IT[] ------ CI.TI SCALE: HORIZ: 1 "=20' VERT: 1"=4' ----- -------------------------i------------~-----------------------~----------1 6+00 -r--•• CONSTRUCTION NOTES 0 PROTECT IN PLACE ~-,,.,-,-~"'--& ,.;-;..;.._;;;:.,:,c.,..;c.;.,.;.,c~;;;.,/ ARHM 3 CONSTRUCT 2" THICK _fot'; SURFACE COURS[ OVER MINIMUM 1" Tl 1101( AC LEVELING COURSE} A • A ® REVOVE AND REPLACE VALVE BOX .AND COVER TO GRADE PER CNB STD-511-L & 2 9 REMOVE EXISTING AC PAVEMENT ,A'-INCH DEEP. ALL DEISTING AC PAVEMEPJT ABOVE PCC BRIDGE) & _ ____:; " '· . . PROTECT PCC BRIDGE DECK. 1 ~INSTALL 3-FEET WIDE PETROTAC FABRIC 4591 ALONG BRIDGE EXPANSION JOINTS. FABRIC SHALL BE ~PLACED BETWEEN THE AC LEVELING COURSE AND SURFACE COURSE. RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E Q. -f') f') r--. z 0 N ------ oc, 0 ::, {IJ "' <( I (/) <D 0 0) ll) \!§ CJ> ;: u □ Q. E 0 (/) ~ -0 _J CJ> C -"' L 0 [L -<l) <l) L -(/) <l) u -~ -0 " 0 I <D a 0 N (/) <D 0 a, ll) \!§ " ~ <l) e ~ \3 CJ> C ·c: <l) <l) C CJ> C w REF: H-5090-S, H-4951-S C-3793 i:i ~----------------------------~------------------------------~----------------------------------------,-----------.----------------------------------1~ A 07 27 07 RE~EWED: u BASIS OF BEARINGS: HORIZONTAL CONTROL IS BASED ON O.C.S. GPS POINTS 6182R1 AND 6298. COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (1991.35 EPOCH GPS ADJUSTMENT). BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB3-13-70", A 3 3/4" ALUMINUM DISK STAMPED "NB3-13-70" SET IN THE TOP OF A CONCRETE SEAWALL AT THE NORTHWEST CORNER OF THE INTERSECTION OF PARK AVENUE AND THE GRAND CANAL. ELEV. = 7.735 FEET (NAVO 88, 1995 ADJUSTMENT) ~ --PAVEMENT SECTION yil)FE.Ssro~ PLAN AND PROFILE SHEET ~ (l!. ... ~~V.H D(rC' ~'¢ MARINE AVENUE _g ~~ itl ~ '" ~ '° MICHAEL J. SINACORI, RCE 46214 rn No. 63670 PRINCIPAL Cl~L ENGINEER o._ Exp. 09-30-08 1-----------l------------------------~-------I □ <!' /A... DESIGNED: DRAWN: R 5906 S t:> ~~ CIV\\,:;,n1-'<'½ AT AT CITY OF NEWPORT BEACH - -i; ~a1,~/ ~ NO. DATE DESCRIPTION OF REVISIONS CHECKED: MJS DATE: , ,, PUBLIC WORKS DEPARTMENT SHEET 3 OF 21 u ,__ ________________________ .._ ____________________________ .,_ ____________________________ ...__ ...... ____ ....., ________________________ _,_ _____________________ 11_,_.3._/\0_6 ________________________ ~--------G.: O]J [l2J O]J - - 0 .......... 0 0.. .w 0 lD N +n --c.ol[) SURVEY DECK o~ 0 a:-. w lf) r---lf) +n CD ._,'. o~ 0 0.. . w lf) r---n +n (0 "' 7+00 SCALE: 1 "=20' SEE DETAIL "A" THIS-SHEET 8+00 o~ D (.'.) •W lf) N 00 +..., ro n o~ D <fl . lL lf) N OJ + lf) OJ .,.; 0 ~ 0 (.'.) 0 ~ w 0 (.'.) .,.; w r---(0 D + n lf) CD ro "' + r--- 00 .,.; -~ -~ ---\_ EXIST LT EG o~ 0 (f) . lL 0 LD n +N 00 "' o~ 0 (.'.) .w lf) r---lf) + <D CXJ ~ ~ D D (.'.) ci w D "' + ro "' "' -~ --- o~ 0 (.'.) ci w 0 <D +N "' .,.; 9+00 0 ~ 0 (.'.) w lf) N (0 + st- 0) lf) -~ o~ D <fl .,-j LL N OJ +o "' (D \_ PROP -~ CL FS c,: ~ oG Q) w CD D N 0 r--: <D n -~ + "' -- c,: 0 Q) 0 0 r---lf) + "' o~ 0 V) • LL D LD n +oo "' (D ~ (.'.) w <D lf) CD -~ 2D+00.00 BAYSIDE DRIVE 6/4 ~ ~TYP. ~ (.'.) (.'.) w (.'.) w w N D N n 00 <D lf) <D -<D ~ -~ ~ 6/4 c,: 8 i--: sTYP. ~ (_) (.'.) w (f) w w X w <D :;:j:W r---r--:z 00 r----o CD -~, ~ ~ 0 Ct'. s~ 0 w VJ u:1 w x ~ lf) w 0 I ·z (!) r----,t -o ~, 10+00 I SCALE: [16:J --[14]-------j [12_] [12] HORIZ: 1"=20' VERT: 1"=4' MARINE AVENUE 0 z w I 18" BASIS OF BEARINGS: HORIZONTAL CONTROL IS BASED ON O.C.S. GPS POINTS 6182R1 AND 6298. COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (1991.35 EPOCH GPS ADJUSTMENT). 2 I / RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 17"' ·? 'St BENCHMARK: L0, 07-27-07 PAVEMENT SECTION i--====!c+-----+------------------------j ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB3-13-70", A 3 3/4" ALUMINUM DISK STAMPED "NB3-13-70" SET IN THE TOP OF A CONCRETE SEAWALL AT THE NORTHWEST CORNER OF THE INTERSECTION OF PARK AVENUE AND THE GRAND CANAL. ELEV. = 7. 735 FEET (NAVO 88, 1995 ADJUSTMENT) NO. DATE DESCRIPTION OF REVISIONS No. 63670 p. 09-30-08 IV\. ~ CONSTRUCTION NOTES CD PROTECT IN PLACE 0 COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 L0, 0 CONSTRUCT 2" THICK ~~URFACE COURSE OVER lollr4IMUM 1" Tl 1101( AC LEVELING COURSE l © REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 CONSTRUCT HEADER GRIND PER AL "B" ON SHEET 2 L0, 2 ® REMOVE EXISTING AC PAVEMENT ;!'-INCH DEEP. ALL El<ISTING AC PAVEMENT ABOVE PCC BRIDGE . PROTECT PCC BRIDGE DECK. @ INSTALL 3-FEET WIDE PETROTAC FABRIC 4591 ALONG BRIDGE EXPANSION JOINTS. FABRIC SHALL BE PLACED BETWEEN THE AC LEVELING COURSE AND SURFACE COURSE. @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB STD-182-L @ REMOVE AND REPLACE TRAFFIC SIGNAL LOOP CURVE DATA 0 R DELTA L T K 350.00' 52·00•29" 317.70' 170.74' E3-o~-:z. SCALE: 1"=5' r---. -CA CATV---CATV---CATV---CATV---CATV----CAT / ~WLINE TOP OF CURB ------------------- ~===:sri====sif:-===sn SD ---SD ---SD --;D ----SD SD so~=--cSD----==_::;D'-===="."..:==-__'.'._'.'._ _____ _ DETAIL "A" SCALE 1'=5' NOTE 1. TREE ROOTS SHALL BE PRUNED. 10' LONG SECTIONS OF 12" DEEP "CENTURY PRODUCTS" RIBBED ROOT BARRIER PANELS SHALL BE INSTALLED DIRECTLY AGAINST THE BACK OF NEW CURB AND GUTTER. REF: H-5090-S, H-4951-S C-3793 REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: MJS 11 3 06 PLAN AND PROFILE SHEET MARINE AVENUE CITY OF NEWPORT BEACH R-5906-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 21 >, .r: "' E Q. st-n n r---0 ------- D N ------- 00 0 CJ> ;: .,, ..., :, Q) "' <{ I V) CD 0 "' lf) c,: □ CJ> ;: .,, □ C. E 0 V) <'el ~ 0 ....I CJ> C -"' L 0 0.. ~ Q) Q) L -(/) Q) .,, I ~ 0 r---0 I CD 0 0 N V) lO D 0) "' c,: □ "' ~ <l) .,,,, <l) L ~ -(/) □ ~ CJ> C ·c:: <l) <l) .s CJ> C w □ 0 0 <{ (_) □ " <l) L 0 .r: V) □ 3:: m 0.. □ "' L Q) "' ::, □ c..: w > -_ _oc--=''--' 0 0 1--(.) LU 1-z 0 ~ G I I I (/) 0 0 (1 ')w I ,c (18') (24) C, I CURVE DATA 0 R DELTA L L 400.00' 22"55'01" 159.99' c, I <□ I STA. 30+70 BEGIN CONSTRUCTION CONSTRUCTION CL 30+00.00 MONTECITO DRIVE = 18+32.80 DRAKES BAY DRIVE 's ' , . , I s 19+00 I BASIS OF BEARINGS: R/W G--- THE GRID BEARING OF SOUTH 75·39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. T 81.08' BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 ---s RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. iG, 07-27-07 INSTALLED GLASS GRID NO. DATE DESCRIPTION OF REVISIONS No. 63670 Exp. 09-30-08 CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 @ REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L .-- \ \ REF: TR 7844, TR 7386, TR 6152 C-3793 REVIEWED: PLAN SHEET DRAKES BAY DR AND PT CONCEPTION WAY MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: MJS 11 3 06 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5906-S SHEET 5 OF 21 J ' ...,; >s .c "' E Q_ r-- I') I') r--0 '-. 0 N '-. OJ 0 en 3' -0 .,.; :, CD "' <( I if) (!) 0 O> LO Ile'. □ en 3' -0 □ Q_ E 0 if) <lo -0 _J en C :;;; L 0 (L -(]) (]) L -if) (]) -0 -~ >s -u r--0 I (!) 0 0 N if) (!) D 0) LO Ile'. □ • "' -<I) V <I) L ,, -if) "i □ • en C ·c (]) <I) C en C w □ 0 0 <( u □ u <I) L 0 .c if) □ 3: CD (L □ 00 L (]) 00 :::, □ ..;_: --0 en <!) 0 0 0 + ~ ~ ' -- - - I I I 2 \ \ \ - -I - - -l 2 I I I I \ \ BASIS OF BEARINGS: THE GRID BEARING OF SOUTH 75'39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. - f - - - - -- I I I I I I BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 NO. I I I I I CJ R/W:-\ T r I\ • > ' --~-- R/W I DATE DESCRIPTION OF REVISIONS 0 0 + "' .,-·s ~o (/) ...J w~ Zw ...J w I(I) () ~ ~ I I I I CJ T T I ➔L= ---- I\M □ /11...'.J CONSTRUCTION NOTES ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 0 CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. CURVE DATA 0 R DELTA L T A 2000.00' 07'01'18" 245.10' 122. 71' RECORD DRAWINGS These Record Drawings have been prepared based an information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REF: TR 7844, TR 7386, TR 6152 REV1EWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: MJS DATE: , . ,, 11 ;3;06 PLAN SHEET CAMBRIA DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S SHEET 6 OF 21 ~ ,, [, • < ~ C • ( • <'( ' ( ' ~ • • 6 • ' • E "' .c "' E CL m r0 ,;; r--0 -...... 0 N -...... ro 0 O> " "O -:, ro "' <{ I (/) (0 0 0) U") 0:: □ O> " "O □ CL E 0 (/) ~ -0 _J O> C -"' L 0 (L ..; Q) Q) L -(/) Q) "O I -G r-- 0 I <D 0 0 N (/) <D 0 0) U") 0:: □ rn = -• (]) " ~ L -" (/) □ ·"' O> C ·c:: Q) " .!: O> C w LJ 0 0 <{ u □ "O " L 0 .c (/) 0 ;;: ro (L □ "' L " "' ::::, LJ i.;.: \ \ \ \ \ I \ \ \ \ I I BASIS OF BEARINGS: I THE GRID BEARING OF SOUTH 75'39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. DRIVE I CJ 1 \./ \./ CONSTRUCTION CL I BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 I I I I I I \ -• ~ :r C \✓ \/ . . w ----------/ - r --0 rn " t') Lr:i 0 + " N I I NO. DATE DESCRIPTION OF REVISIONS I I I No. 63670 . 09-30-08 CONSTRUCTION NOTES @ COLO MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1'' THICK AC LEVELING COURSE © REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. CURVE DATA 0 R DELTA L T B 400.00' 41·07'59" 287.16' 150.08' C 1000.00' 16'41'57" 291.46' 146.77' D 650.00' 27'58'48" 317.42' 161.94' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REF: TR 7844, TR 7386, TR 6152 REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: MJS 11 3 06 PLAN SHEET CAMBRIA DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S SHEET 7 OF 21 >-..c: V) E Q_ 0 ... "' " 0 '-. 0 N '-. OC) 0 CJ> 3' " .,; :, rn (fl <( I (f) <!) 0 (J) l() QC □ CJ> 3' " □ Q_ E 0 (f) <'d ~ 0 _j en C -" L 0 Q_ ~ <l) <l) L ~ (/) <l) " ·:,; >-~ u " 0 I (J) 0 0 N (/) (J) 0 Ol l() QC □ (/) ~ <l) ~ <l) L ~ ~-(f) □ ;:,::, CJ> ?> C ·c: <l) <l) .c: CJ> C w □ 0 0 <( 0 □ " <l) L 0 ..c: (/) □ 3: rn Q_ CJ (fl L <l) V) :::, □ .;: \ \ ----- I \ CONSTRU u w Ol l'- N N + 0 t') 6AMBRIA I CONSTRUCTION CL I 40+00.00 CAMBRIA DRIVE = 9+98.00 MONTECITO DRIVE I I 33+57.47 CI.IMBRIA DRIVE = '°'°'·°' I mmrn ""' I BASIS OF BEARINGS: THE GRID BEARING OF SOUTH 75·39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. ----- CONSTRUCTION CL BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 I NO. DATE DESCRIPTION OF REVISIONS I I No. 63670 Exp. 09-30-08 CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 G) CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L (i) CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L CURVE DATA 0 R DELTA L T D 650.00' 27"58'48" 317.42' 161.94' E 400.00' 19·24'03" 135.44' 68.38' \ l DETAIL "A" SCALE 1'=10' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy. nor for errors or omissions which may have been incorporated into these plans as a result. REF: TR 7844, TR 7386, TR 6152 REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAVvN: AT AT CHECKED: DA TE: MJS 11 3 06 PLAN SHEET CAMBRIA DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S SHEET 8 OF 21 >, .r: r,) E CL ::j: t') I'-0 ' 0 N ' CX) 0 en " 'O -:, [Il r,) <{ I f/) "' 0 0) l{) a:: D en " 'O D CL E 0 f/) oil -0 ...) en C -"' L 0 n. -" " L -(/) " 'O I -u I'- 0 I (!) 0 0 N (/) "' 0 Ol l{) a:: D "' ¥ " " L -(/) D 0, C ·;::: " " C 0, C w □ 0 0 <{ u D 'O " L 0 .r: (/) □ ,: [Il n. □ r,) L " r,) ::::, D ._;_: 6 • . • d • ' ' = ~ :;,,, $ - R/W BASIS OF BEARINGS: THE GRID BEARING OF SOUTH 75"39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. CONSTRUCTION CL I I DRIVE I I BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 / / / LG, 07-27-07 DIG-OUT SIZE NO. DA TE DESCRIPTION OF REVISIONS y'/i)FESS/o ~'<'~)IH D -', No. 63670 . 09-30-0 CONSTRUCTION NOTES 0 PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 G) CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L (j) CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L CURVE DATA 0 R DELTA L T F 250.00' 55·11'21" 240.81' 130.67' G 175.00' 49·59'08" 152.67' 81.58' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REF: TR 7844, TR 7386, TR 6152 REVlEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: MJS 11 3 06 PLAN SHEET GOLETA POINT DRIVE C-3793 CITY OF NEWPORT BEACH R-5906-S PUBLIC WORKS DEPARTMENT SHEET 9 OF 21 ' t • "i ' I ' ' • ' >. .c V) E CL "' ... "' r--0 ......_ 0 N ......_ OJ 0 CJ> " -0 .; :, CD V) <( I (/) "' 0 a, L[) n:: □ CJ> " -0 LJ CL E 0 (/) oil -0 ...J CJ> r: _., L 0 o._ ...; <1) <1) L -(/) <1) -0 -~ >. -0 r-- 0 I "' 0 0 N (/) "' 0 a, L[) n:: □ V) """' -<1) ~ <1) L -~ (/) □ p CJ> r: ·c: <1) <1) C CJ> r: w □ 0 0 <( 0 CJ -0 <1) L 0 .c (/) □ ;!: CD o._ □ u, L <l) u, ::, □ G.: I GOLETA POINT DRIVE I I I I ~ 1----''------,----1-\+l'J□-w-M--co-,.-,c-swu:>-,L-11-'--1-1 --~1p----□~~----_-__ -_-__ -_-□ -------"1 --:,~--•·· •" , --1-:---.. J ___ .~,;w + ~j~ll~-T~~-~~~~~~~-~--~~ij;~-~~~~~~~~~t\~~~~~·~~~~l□;~~~~~--~-~-d~~--1----: I ~ 0) l~§~· ml~c;~,TT~,v~JJ.~-m&=,7c~1~' ;'='f-i\TV~ ~_"'A_El;wz_~r~c-Ai'i,~v:g:, :C:==-cii1Jls,v§(A~p,(ik, §~tt~~~ =.L::=G=n'rr ==-1-=-:::: , 1 / <(I-. ti:i w-------·Cro,C~ 'I V • -':;_=LvA"--1 v==5vc;cr..-=--' • • • • ------' --, ,owM --- • • -~ I ~ -+---s ---/, s ---s ---s s -----------. ---. .;, --~ / i ~w 1----W 6040.:,_o___ ~ 5~100 SF ~~~::~_/ -c, -... --... ~ -' -~ l.f.\ Tv~-,,.,., ::-..... I~ ·;;-~ -;t \,/ --\./ --~Ur'"'2:c'_C'-,"-'_,_""'e:c"°-::'-'"'-<J"'~""c:.""'"-="",-:_""~3..,"'.,.,_'-'_"c_.c'-'c_~J'~:::::::::'::'.'.~\(,,/ ____,___ \/ --\./ ----'-\,/ ---~-',/ --\,/ :::::::~~-r:::_:':"''--"---:,:'~A.___ X:~~------=::.,/ ,,-.--....-,. ,r_;~,"---.. CJ · \/ -,1 _____:__:____ • -·' = ---.___,_ I I ro m 0 <O + 0 <D ----- \ I -Iv ~~ 6 \ \ \ l'J - - BASIS OF BEARINGS: □WM CB ::, I I THE GRID BEARING OF SOUTH 75"39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. GOLETA POINT DRIVE ---+---- I I I 13 6"CF §:j ' Q:J ' '4 ' /;;} , I - BENCHMARK: & 07-27-07 DIG-OUT SIZE f--==='--+-----+-----------------------1 OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 - FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. No. 63670 xp. 09-30-08 C/V\\, ELEVATION = 604.794' FEET, N.A.V.D. 88 NO. DATE DESCRIPTION OF REVlSIONS CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE © REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNS STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNS STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNS STD-182-L CURVE DATA 0 R DELTA L T H 500.00' 39·54'28" 348.26" 181.53' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REF; TR 7844, TR 7386, TR 6152 REVlEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN; AT AT CHECKED: DA TE; MJS 11 3 06 PLAN SHEET GOLETA POINT DRIVE C-3793 CITY OF NEWPORT BEACH R-5906-S PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 21 "' ,,:;; (/) E 0. st st 10 r---0 ------- 0 N ------- CJ) 0 <J> " "O -:, (Il (/) <,: I U) "' 0 0) "' 0:: □ <J> " "O □ 0. E 0 U) o"d -0 _J <J> C -"' L <J 0.. _,_; Q) Q) L -U) Q) "O ·;; "' -u r---0 I <O 0 0 N (/) <O 0 m "' Ct'. ..,, LJ (/) ~ -Q) Q) L p -U) □ <J> C ·c: " " ·'= <J> C w CJ 0 0 <,: u □ "O " L <J ,,:;; U) □ 3: ro 0.. □ (/) L "' f/) ::, lJ c..: - -s / MARGUERITE AVENUE X CHIS X CASE K 15 . ,:: □,:; \ "' ~ 1/' -'~CASE K 1 SIGN I I -z ' ~ CJ :;a < rn STA. 20+30 BEGIN CONSTRUCTION CONC StDFL',L/, CONSTRUCTION NOTES CD PROTECT IN PLACE 0 COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1'' THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC @ REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L (j) CONSTRUCT HEADER GRIND PER DETIAL "B" ON SHEET 2 ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE PULL BOX PER CNB STD-204-L CURVE DATA 0 R DELTA L T M 1000.00' 05"08'51" 89.84" 44.95' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. " z 0 N '--OJ 0 ::, m "' <( I If) lO 0 ()) U') Ct'. D en "' ;g Q_ E 0 If) ~ ~ 0 _J en C .Y ~ 0 ()._ ~ " t ~ If) " -0 -~ ~ u " 0 I lO 0 0 N If) lO 0 ()) U') Ct'. D "' ~ " t ~ \g en C ~ " " ·" en C w REF: TR 7844, TR 7386, TR 6152 C-3793 ;:; r-::-:--:--:------=------------------------~-------------------------.----,------,----------------------,-----------i-;;::.;~;.;_;..:..:..;.:_..;.:.:...:..::=:....::.:,...::.:..:.:::_ _____________________ ,:_..:.___:_..::__-1O BASIS OF BEARINGS: BENCHMARK: REVIEWED: c"i THE GRID BEARING OF SOUTH 75'39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION, PLAN SHEET ~ " ~ INLET DRIVE AND KEEL DRIVE ~ □ MICHAEL J. SINACORI, RCE 46214 :!: PRINCIPAL CIVIL ENGINEER 8". 1---------.-----1----------------------,--------1 □ DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5906-S ~ 1---------1 "' ...._ ____________________ _,_ ________________________ ...1..._E_L_Ev_A_11_o_N_=_6_0_4_. 7_9_4'_FE_E_T,_N._A_. v_.D_._8_8 __________ --1_No_ . ...1..._D_A_TE_...J..D_E_sc_R_IP_11_0N_oF_RE_v_Is_Io_Ns _____________ ...J. _________ L.c-H_Ec_K_ED_:-"M:!:J:.:a.SLD-A_TE_: .!1!.1 .;!3t.::,0~6.1.... ____ P_u_B_L_1c_w_o_R_K_s_o_E_PA_R_T_M_E_N_T ____ L._sH_E_ET_,:1_1:.,__o_F =2:.:1:....i ~ - 0 LO + 'SI" LO ·W <( > I-0 (J) Ill w <( Zw ....JW I (I) (.) ~ 2 I I ,_ I ___ Q._ ---- I 60+00.00 CATAMARAN DRIVE = 10+00.00 SANDCASTLE DRIVE l l_ I CATAMARANJ L DRIVE CJ ,--- 55+88.96 CATAMARAN DRIVE = 10+02.00 SANDCASTLE DRIVE BASIS OF BEARINGS: THE GRID BEARING OF SOUTH 75'39'25" EAST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #0704 (ORIGIN POINT) TO #0743 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. CJ BENCHMARK: OCS BENCHMARK 3T-6-92 LOCATED 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTESECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEWPORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN, 52 FEET EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FEET SOUTH OF THE ENTRANCE OF THE PUMP STATION. ELEVATION = 604.794' FEET, N.A.V.D. 88 I NO. I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. No. 63670 . 09-30-08 CIVI\. OF CA\.~O DATE DESCRIPTION OF REVISIONS -- CURVE DATA 0 R DELTA L T I 1700.00' 11"11'17" 331.96' 166.51' J 1372.00' 06'30'30" 155.85' 78.01' CONSTRUCTION NOTES G) PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L ------ REF: TR 7844, TR 7386, TR 6152 REVlEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVlL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: MJS 11 J 06 PLAN SHEET CATAMARAN DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S SHEET 12 OF 21 l ' "'li • >, .c "' E 0.. r--..;-,,., r--0 "--0 "' "--co 0 en 3' 'O ..., ::, CD "' <( I ff) "' 0 0) L() 0:: □ en 3' 'O □ 0.. E 0 ff) "<S -0 ....I en C: -"' L 0 (L -" " L -en " 'O I -u r-- 0 I "' 0 0 N ff) <D 0 0) L() 0:: □ "' -" " .,, L ~ -en □ ;, cn ... C: .,t,, 'i::: " "' .e= cn C: w □ 0 0 <( u □ "O " L 0 .c ff) □ 5' CD (L □ "' L "' "' ::::, □ ,_;__: , -------- --------: -------------- ~ Iv ---------\v' ~ I I -------------=::- I / I / I / -\,I -\,I /' 1 CURB " STEPS I ' I 'w I ...!--~~--.:..~ 1 ~UR~-/>~~~-/ ' I ( 29 / ---- DETAIL "A" NTS MILL responsible s a result. into these plans a ffi DELETED & 07-27-07 DIG-OUT SIZE, DELETED STEPPED WALKWA y NO, DATE DESCRIPTION OF RE\1SIONS CONSTRUCTION NOTES G) PROTEC PAVEMENT PER DETAI T IN PLACE L "A" ON SHEET 2 • e,eeco (,) '"'-' "'" rnsnso ""' '°"'mm ,. " me sm-sn-, " 10,7 -------------. RE\1EWED: CORI RCE 46214 MIC~:1~LCl*A~N~\1L ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DA TE: 11 3 06 MJS !Wl '" PLAN SHEET COM BEACH PARKING EWPORT BEACH CITY OF N KS DEPARTMENT PUBLICWOR C-3793 LOT R-5906-S SHEET 13 OF 21 >-,C "' E Q. N I[) t') c:n " ,:, -:, m If> <( I (/) "' 0 0) I[) 'is c:n " ,:, □ Q. E 0 (/) <Id -0 _J c:n C :g Cl CL -:E L -(/) " ,:, t -0 ,--. 0 I "' 0 0 N (/) "' 0 0) LO Q:'. □ "' -" " L -(/) □ en C 'C: " " C en C 'El C, 0 <( u □ PARKING SPACES TABULATION PARKING SPACES HANDICAP ACCESSIBLE TOTAL WALKWAY = 540 = 12 = 552 CONSTRUCTION NOTES 0 PROTECT-IN-PLACE. 1 STAIRS 4 ® INSTALL HANDICAPPED PARKING EMBLEM, STALL MARKINGS, AND LOADING AREA MARKINGS PER CALTRANS STD. PLANS A24C, A90A, AND A90B. 0 INSTALL PAVEMENT MARKING PER CAL TRANS STD. PLAN A24D AND A24E. 0 INSTALL DARK GREEN LINE. ® INSTALL BLUE LINE. ® INSTALL WHITE LINE. i, , I ) . \;=:~~ 3 "COMPACT" ON ALL 23 SPACES (WHITE PAINT) "---.. 0, ~/ii .,. CROSSWALK N 1o "' 22 SPACES @ 9' 18 SPACES @ 9' D / ----.....____ ( L___J 2 oc€",,11v 0 4 2 8[. VD PAINT PAVEMQ!_T 8'X7' AREA s' 6 SPACES @ 9' g' 3 "NO PARKING" (WHITE PAINT) RECORD DRAWINGS C 3 "KEEP CLEAR" (WHITE PAINT) These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REF.: T-5715-S NO. DATE DESCRIPTION OF REVISIONS GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER (1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLAN, MAY 2006 EDITION, AND (3) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 EDITION. 2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY/ OVERLAY OF NEW PAVEMENT. REMOVAL OF THERMOPLASTIC PAVEMENT MARKINGS AND STRIPING IS TO BE ACCOMPLISHED BY PAVEMENT GRINDING OR SANDBLASTING. 3. ALL PARKING STALL STRIPING SHALL BE DARK GREEN (4208 DEVFLEX QD INT/EX), UNLESS OTHERWISE STATED. PAINT SHALL BE APPLIED IN TWO COATS. COLOR TO BE APPROVED BY CITY PRIOR TO PAINTING. 4. 5. 6. 7. ALL HANDICAP ACCESSIBLE PARKING STALL MARKINGS SHALL BE BLUE. ALL DARK GREEN, BLUE, AND WHITE LINES SHALL BE 4" WIDE AND ALL DIAGONAL STRIPING SHALL BE 3' ON CENTER. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY/ OVERLAY OF NEW PAVEMENT. PROTECT-IN-PLACE ALL EXISTING RAISED CURB ISLANDS, ACCESSIBLE RAMPS, WALKWAY, GUTTER, SIGNS, AND LANDSCAPING PLANTS . APPROVED: ~NT PAVtM ··~ NOTE 1. CONTRACTOR SHALL REPAINT ALL RED CURBS. STRIPING PLAN CORONA DEL MAR STATE C-3793 TRANSPORTA llON ENGINEER R.C.E. No. 45521 BEACH PARKING LOT {T-5968-S) DESIGNED: DRAWN: SC SC CHECKED: DA TE: TB 11 02 06 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5906-S SHEET 14 OF 21 >-£ u, E Q_ -tj-"' .;; ,.._ 0 ...___ 0 N ...___ llJ 0 O> " "O -:, (D u, -,: I CJ) "' 0 0, "' "' □ en " "O □ Q_ E 0 CJ) "° -0 ..J en C -"" L 0 o_ -" " L -CJ) " "O ·;;; >--0 ,.._ 0 I "' 0 0 N CJ) (!) 0 Q) "' n:: ...,,,, D u, ~ .... " " L ~ -CJ) D en C ·;:: " " C en C w □ 0 0 -,: 0 □ "O Q) L 0 £ CJ) □ 3: (D o_ □ u, L " u, ::, □ ,;: 5 --___ rI -....,,~--,---_-_-_-_-_-__ --_-_-_-_-__ -_-_-_-_-__ -_,__-____________ L __ "'"_''°"'° __ ::_ -:_-----= ~~ _-_ --~-~---:-------_ _r_~_-i:_==-----=~---=~-=-===_=_=_= __ -_-__ Ir11J ____ ------ 1 I I I I I I I /\ I 22 I ! ,¢ /\\\ i7 I -----CU---,r-_-_J,_\__:_::=-=22--rt---...;-µ±jl,c(c=--:::-=-==c=-==-=:-==-=--:=-=:~-==r=-::::-=;j/:-:1 ="-=-=-::=-:=::-=-:=--=--:=--~/ EXIS~:u~R~P --~ -----------_v_ _ --------~~ n EXIST 18" CMP : EXIST 18" RCP-, D ':: -~ I I I l I I I I -1_~~U~ r--~--JI /Ji' \ ~~~~-cc"--~'-'-='--+1--il~ -_cs_~::a.02_40> 11 SONSTRUCT 10 LF 18" RCP . . 2000 D-LOAD CONSTRUCT 10 LF 18" RCP LJ - CONSTRUCT 10 LF 18" RCP 2000 D-LOAD 2000 D-LOAD CONSTRUCT 36 LF 18" RCP 2000 D-'LOAD l------lC]Jf-----l--------------------------1--------------------- PROFILE "A" CAP __________________ __, __ 22 CONSTRUCT 5 LF 15" RCP 2000 D l-LOAD - 5 --------- ------------------------- ------------------ . -------------------+----------------------1----~ PROFILE "B" -------------1--- ------- -------- SCALE: HORIZ: 1"=20' VERT: 1 "=2' ----------------------------------------------------------~----------------------~---------- ' . I I • "'' -.,.. . [ 10+00 11+00 12+00 -• ~, -. -----~-':n-~ --;-__ ---- ll(i)cJ I \\. ' ' ,· " ~ ~ . ----. . ~ I i___ . . . . --... (~-~/VI --...... ----.... - (271') -----·- l CJ '' I co(i) - ~ -_,_ ., . -- -___ ,, I ::, ' ' ________ , • RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 13+00 l ·1 /"") . --------_,,-- -j ' J I • ' ' I • ·•f • --· I ' ) -c- & 07-27-07 CONCRETE SIDEWALK NO. DATE DESCRIPTION OF REVISIONS CONSTRUCTION NOTES G) PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT PER DETAIL "A" ON SHEET 2 @ CONSTRUCT 2" THICK AC SURFACE COURSE OVER MINIMUM 1" THICK AC LEVELING COURSE 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 4" AC ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNS STD-111-L (j) CONSTRUCT HEADER GRIND PER DETIAL "8" ON SHEET 2 @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB SID-182-L @ ADJUST UTILITY TO GRADE BY OTHERS @ REMOVE AND REPLACE TRAFFIC SIGNAL LOOP @ REMOVE AND RECONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNB STD-310-L @ CONSTRUCT CONCRETE PIPE COLLAR PER CNS STD-313-L @ REMOVE CONFLICTING PIPE AND INSTALL NEW PIPE PER PROFILE @ REMOVE AND RECONSTRUCT LOCAL DEPRESSION AND TYPE OL-A CURB INLET PER CNB STD 304-L AND STD-305-L. (L=3.5' AND H=8') @ REMOVE AND RECONSTRUCT 8" PCC PAVEMENT. #4 SMOOTH GALVINIZED DOWELS (4' LONG) 18" QC SHALL BE USED ALONG JOIN LOCATIONS .. @ REMOVE AND RECONSTRUCT 4" PCC SIDEWALK. #4 SMOOTH GALVINIZED DOWELS (4' LONG) 18" OC SHALL BE USED ALONG JOIN LOCATIONS. & -1 1'-3" ' L , ' , + 8' (MATCH EXIST) 6" r <1 <l <1 • .. " <l ,, ,, .. '/ I " :'.J 1 0 1 0 w #4 GALV BARS 12" (TYP) (TYP) NOTE: PROVIDE MIN. 3" COVER AT END OF BARS DETAIL "A" NTS • " 3" <l f(TYP) .. 0;-----,, ' REF: R-5684-S, RESUB 882, R-5706-S, D-4994-S C-3793 MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DATE: MJS 11 /3/06 PLAN AND PROFILE SHEET 15TH STREET CITY OF NEWPORT BEACH R-5906-S PUBLIC WORKS DEPARTMENT SHEET 15 OF 21 I ' l I >. .c: V) E 0 ~ '1) " " 0 ---.. ~ N ---.. OJ 0 O> ;, -0 ..., ::, OJ V) <( I f/) U) 0 0) '1) a:: / o> ;, -0 / Q. 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'/ /, x;;;;:: './<;)/«' •,1. 0'';60' . · '/ / -' : // ,1// /, ; / 1///'.,;,;; . /'.32Si,~ ' ,, ; ,,, .. : " ' ' ' , I I / I I I I : :: "'1/1/1/ ' / !81//, ,,,,,,,'.'.'·' : "''ffe•~;;\-~~ ; '//; $;>$\~c ',;,;{;f/'.'i/'""'~ '1/ , '¢◊ c•X> -&v ;:;• x· •· •1t'.•,/:x • , " •, " v •·\, •. N-Y. '.,'-!;:, •~•::,.;v ... ,,;.Q;,v • • ' ;, 0" ·x ,<-,v".;'<(/~x,<· J-'.'.x5--X~~ ~":: ~XX\.:~; (S 015, • ;;~,, VY./;::<>-:;::::. , , "• •;-~;::;~v 'j "1/:2(\~ §:: I NO. DATE DESCRIPTION OF REVISIONS ..... ..... ON NOTES CONSTRUCT! C LEVELING COURSE 1" THICK A ~ COLD MILL EXISTING 8" PCC PAVEMENT. ~ RECONSTRUCT LOCATIONS .. h<2\ REMOVE ANUDSED ALONG JOIN 'e;/ SHALL BE REGO ,., SoseO = ,ofoc·,, "' '"''"'' ,. '""°''"'"'"" e been prepa be reliable, ' . have been R cord Drawings ha\·on is believed to missions which may These e While this infarma ' nor far errors or o others. ·t accuracy, 'bl for ' s t respons1 e as a resul . INGS d ·n part, by RD DRAW rmation submitte •□~h is not ,nto • these plans ACORI, RCE 46214 MICHAEL J. SINCIVIL ENGINEER PRINCIPAL DESIGNED: AT DRAWN: AT CHECKED: DATE: 11 J 06 MJS PLAN SHEET A STREET PARKING LOT PORT BEACH CITY OF NE DEPARTMENT PUBLIC WORKS R-5906-S SHEET 16 OF 2 1 E c,_ 0 0 .;,: r---z 0 ~ OJ 0 0, ~ ,:, -·::; m "' <( I (/) "' 0 0) L!) 0:: □ 0, ~ ;g c,_ E 0 (/) -0 --' "' C 31 L a (L t " L -(/) " ,:, '[ -u r--- 0 I "' 0 0 N (/) (J) 0 ~ 15 "' -(I) " L -(/) □ "' C 'i: " "' C \g ,: m \Ii "' L :l: ::::, □ ,_;__: 1 J Cl I --· ' ), I Cl (·) .. ,. . I L' : ::,, ' I , -' I "' . ~To 41st S, TO Jti, s-1REE, • . ' ---OJ•-'J ----- ...._ -------- ------ -----'I.I''-.' \___../ ., l ' ! I I I ):: . -I I :,, J I _) ' ".) --' _'I") . -:;, • I i ' ' ' • ' • I i ' ' i i I ' ' I I I ---s . I I I ------- TO 35th STREET- SEAS!-IORE DRI\/E i ~--------·--,:· ----~--------· '.' ,. _, I I DRI\J;::. -\/ --'! --------'I--------',/ ____ --lj_(1'.1)'.'IV "----u --\I··----·-··-\I~-------.+ I----:.: -------· --------~: ----·-·· --· :; -----s . s ---s ----~ NO. DATE DESCRIPTION OF REVISIONS CONSTRUCTION NOTES CD PROTECT IN PLACE @ COLD MILL EXISTING PAVEMENT 2-INCH DEEP @ CONSTRUCT 2" THICK AC SURFACE COURSE RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DATE: MJS 11 /J/06 PLAN SHEET SEASHORE DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S SHEET 17 OF 21 >, .c U) E Q. 'Sj- 0 ~ I r--0 "-0 N "-0::, 0 "' " "O -:, OJ U) <( I U) <!) 0 m I[) Ct'. □ "' " "O □ Q. E Cl U) <'<S -0 ..J "' C -"' L 0 n. _,_; Q) Q) L -U) Q) "O 'j, >, -0 r--0 I <!) 0 0 N U) <!) 0 m I[) Ct'. D "" U) -~ Q) Q) L =--U) ~ □ "' C L " " .!: "' C w □ Cl Cl <( u □ "O " L 0 .c U) □ 3: OJ n. □ U) L Q) U) ::::, □ ..;.: CITY OF COSTA MESA VICTORIA ST ' 17TH ST' ' ' 15TH sT' ~I <Ill BALBOA PROJECT8ALBoA LOCATION- VICINITY MAP NOT TO SCALE SYMBOL LEGEND OSCO POl'IER POLE SANITARY SEVIER CLEANOUT SANITARY SEVIER MANHOLE FIRE HYDRANT WESi -LJ GI,! \'IA TER METER BOX & SERVICE GAS METER \:..' "'.' -->J' {c'tv c,• \'/ATER VALVE POWER POLE ANCHOR MONUMENT CHAIN LINK FENCE l'/OOD FENCE RETAINING WALL PALM TREE DECIDUOUS "lREE EUCALYPTUS "lREE CORAL "lREE ASPHALT PAVEMENT BRICKl'IALK ___ _I CONCRETE ~c///L////j BUILDING EXISTING IMPROVEMENTS ----PROPERTY LINE NEW CONS"lRUCTION --'t-CENTERLINE S SEl'IER LINE \'/ -\'IA TER LINE - - G GAS LINE C -POV/ER LINE --T----TELEPHONE LINE -C,\ TV --CABLEVISION LINE ---sr-SPRINKLER SYSTEM -~-S"lREET LIGHT ,Lz -u SIGN PR w TRAFFIC SIGNAL PULL BOX G [><] GAS VALVE IRR [><] IRRIGATION VALVE ,, SPRINKLER HEAD 8 7 6 5 4 CALL TOLL FREE 3 1-800-422-4133 2 1 BEFORE YOU DIG NO. DATE BY JOHN WAYNE ~ AIRPORT ' c:, UPPER NEWPORT c§ BAY <>C ·~ roe:;,, ;s, a ~ CITY OF IRVINE UN\VERS\1'1 BONITA lFOR PUBLIC WORI<.S DEPARTMENT BALBOA ISLAND JOAiaouw.1N;;---°i'.iHiii1uics--...,,. ~'-> i:::,$ v BAY AVENUE AREA ~MPROVEMENTS PHASE 1 BLi.fJ FROM 6TH STREET TO 7TH STREET ABBREVIATIONS AC BCR ECR BC EC EX NTS C&G PB IRR IP CATV DWY sco ARV LD ETS SW TC FL FS CL EUC SCE ANG PT WI TF oc CNB DW PVC E TV TEL PE SM SC ACP UNK AB PCC CONB CAP CMP ASPHALT CONCRETE BEGIN CURB RETURN END CURB RETURN BEGIN CURVE END CURVE EXISTING NOT TO SCALE CURB AND GUTTER PULL BOX IRRIGATION IRON PIPE CABLE TV DRIVEWAY SEWER CLEAN OUT AIR RELIEF VAL VE LOCAL DEPRESSION ELECTRONIC TESTING STATION (GAS CO) SIDEWALK TOP OF CURB FLOW LINE FINISHED SURFACE CENTERLINE EUCALYPTIJS "lREE SOUTHERN CALIFORNIA EDISON ANGLE POINT TOP OF \VALL TOP OF FOOTING ON CURVE CITY OF NEWPORT BEACH DOMESTIC WATER POLYVINYL CHLORIDE ELEClRIC CABLE TELEVISION TELEPHONE POLY ElHYLENE SILTY SAND CLAYEY SAND ASBESTOS CEMENT PIPE UNKNOWN ASPHALT BASE PORTLAND CEMENT CONCRETE CITY OF NEV/PORT BEACH CORRUGATED ALUMINUM PIPE CORRUGATED METAL PIPE APPROVED: INDEX OF SHEETS APPROVED: 1 TITLE SHEET 2 INBDE 51 IEET 3 DETAIL SHEET 4 S"lREET PLAN AND PROFILE -BAY AVENUE 5 SfflEET PLAU NJB PRSFILE BA>.' A'IEUHE 6 SffiEET PLAPl AtlB PR6Fll£ l:ltme A'rENl:JE 7 SffiEET PLAPl AtlB PR8Fll£ l:ltms NrENl:JE B 5T8Rt.1 BRi!<ltl PLMI AHB PR8Rl£ l:lllBS INE 9 5T8Rl,1 BRAlll PLMl Atm PRORL£ l:JNB8 NrE ANB BA¥ ,WENUE 10 STORM DRAIN PLAN AND PROFILE -BAY AVENUE 11 5T8RM BRAIN LMERAL PRSnl:ES- 12 PB'R IOLE PLAPI PHASE 1 /;; i! (0 UTILITY UTILITY CONTACTS CONTACT PHONE 714-634-7287 714-895-0109 714-666-5710 949-644-3011 714-593-7318 949-546-2757 714-854-1971 800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY (SCGas) SOUTHERN CALIFORNIA EDISON COMPANY (SCE) SBC {FORMERLY PAC BELL) CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT (OCSD) COX COMMUNICATIONS ADELPHIA UNDERGROUND SERVICE ALERT {USA) JIM BEVANS JENNIFER McCALL JEFF MERICKEL ALFRED CASTANON BOB CHEN0\"11H RICARDO JORDAN DAVIN DAVID 800-624-8153 OR C=3793 DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 CITY ENGINEER R.C.E. NO. 24967 LOCATION MAP NOT TO SCALE DATE: ______ _ DATE: ______ _ 1 • ro GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. lHE CON"lRACTOR SHALL BE RESPONSIBLE FOR VERIFYING lHE ACTUAL LOCATION AND ELEVATION IN lHE FIELD PRIOR TO BEGINNING CONS"lRUCTION. 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION AND FINISH TO ADJOINING IMPROVEMENTS. 3. P.C.C. SHALL BE CLASS 560-C-3250. 4. CON"lRACTOR SHALL ADJUST CITY UTILITIES (e.g., WATER VALVES, sea, SURVEY MONUMENTS, SEVIER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 6. STATIONING REFERS TO CENTERLINE OF S"lREET. 7. CURB DATA REFERS TO FACE OF CURB. 8. lHE CON"lRACTOR SHALL NOTIFY lHE FIRE DEPARTMENT 4B HOURS IN ADVANCE OF ALL LANE CLOSURES OR CHANGES. 9. PRIOR TO COMMENCEMENT OF CONS"lRUCTION, CON"lRACTOR SHALL SCHEDULE A MEETING V~lH lHE CITY "lRAFFIC ENGINEERING DIVISION TO INVENTORY EXISTING RED CURB. CON"lRACTOR SHALL PAINT NEW RED CURB TO MATCH EXISTING. 10. CON"lRACTOR SHALL PREPARE "lRAFFIC CON"lROL PLANS FOR REVIEW AND APPROVAL BY THE CITY PRIOR TO COMMENCEMENT OF CONS"lRUCTION. CONSTRUCTION NOTES GIENIERAl [D---PROTECT IN PLACE (ITEM SHOWN ON PLAN) (ill--RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN) ~ UTILITY VAULT LID TO BE ADJUSTED TO GRADE BY UTILITY AGENCY IDIErv10l!llON 0---SAWCUT AND REMOVE EXISTING AC OR PCC PAVEMENT, BASE, AND SUBBASE TO 6" INCH MINIMUM DEPTH ®-SA\'ICUT AND REMOVE EXISTING PCC CURB AND GUTTER @-----REMOVE EXISTING "lREE ©---SAWCUT AND REMOVE EXISTING PCC CURB RETURN AND CURB RAMP @--SA\'ICUT AND REMOVE EXISTING PCC ALLEY APPROACH -+,s+--REl:.l,00'rl'.'E:-B□Cfl!:1Sflrl!INS FREHBI I BRAIN SAWCUT AND REMOVE EXISTING PCC SIDEWALK SAWCUT AND REMOVE EXISTING PCC CATCH BASIN REMOVE AND DISPOSE OF EXISTING 18" CMP El PCC dUNC'flOt, JIIHffift:IRE STO~ru1 D~AIN ~rv1~~0VIErv~IENiS @-CONSTRUCT 12" RCP (D-2000), TRENCHING AND BACKFILL PER CONB SID-106-L AND DETAIL 41 ON SHEET 3 @ 69Pl5TRl:JST 18" R6P (B 2BBGr,-TR816HlNS ANB B,\€1ERLL PER 68NB- SIB 105 L .'.119 llEFAIL 41 911 6IIEE.T d @ 69Pl5TRUST BRICI( ANB-MBRTAR PLUS @-CONSTRUCT CURB INLET CATCH BASIN PER CONB SID-305-L ~IISTRl:JST l.!8DIFIEB 6URB 6PENIN6 6.!if61 I BASIPl (SASE /'r/ PER -GGNB S1=9 d09 LA. @-CONSTRUCT JUNCTION S"lRUCTURE PER CONB SID-310-L --@---jo1N--e0NPlE6T0R PIPE T8 El!ISRNS 6.!iffil I BASIII PER BB'All::--8N-- SI IEEF 3 --f.4,e}--ilNStA!:1:--BR!SK--ANB-MORTAfl EIIB PLUS- 49 CONSTRUCT 18" CAP • --f.;~-El9NI-IEet~9PaSE&-a!.." -P¥e-T&-PR!M'e!&-ffr"-R61>-flE:R-Ei9NNESTl6N-- A£5Er.tBLY 68NB 8m 312 L SASE 1 6911!HA6T0R T8 VERIPI' l:68All8N-ANB BEP"R I or-eaST!NS a· P't'S INSfALL NEW 18" TIDE VALVE IN CATCH BASIN AS FURNISHED BY CONB INSfALL CONCRETE PIPE COLLAR PER CONB SID-313-L APPLY MASTIC (OR CITY APPROVED EQUAL) TO CAP PRIOR TO CONSTRUCTING COLLAR REMOVE EXISTING AC OVERLAY DOWN TO EXISTING PCC PAVEMENT SURFACE DOrv~IESTIC WA ilE~ ~M?ROVIE~~IENTS , EPv'E DEISflNS PVC ST~IEIEY ~M~~OVIEMIENTS ®---CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER CONB STD-182-L @-coNSTRUCT CURB ACCESS RAMP PER CONB SID-181-L-A. CASE J @ 68PISTRl:JST-€1:JRB A66E55 RA!.IP PER ea,m 5'fB 181 L A. eASE I( • @-GRIND 0.1' PCC AND CONSTRUCT AC OVERLAY VARYING FROM 0.1' TO 0.25' THICKNESS PER DETAIL 14 ON SHffi 3 @---CONSTRUCT 2" AC OVER Gl.ASGRID 8501 REINFORCING FABRIC ON 1" MINIMUM AC LEVELING COURSE PER ENGINEER'S RECOMMENDATIONS. SEAL CRACKS GREATER lHAN 1/4". G9--coLD MILL/ GRIND EXISTING PCC TO 1· MIN DEPTH @-COLD MILL / GRIND EXISTING PCC TO 2" MIN DEPTH @-COLD MILL / GRIND EXISTING PCC TO 3.25" MIN DEPTH @-PATCH BACK PAVEMENT l'IITH 6" MIN. AC ON COMPACTED SUBBASE. (OR EXISTING PCC). TACK COAT EXISflNG SURFACES CONSTRUCT LOCAL DEPRESSION PER CONB SJD-304-L ADJUSf EXISTING MANHOLE RIM AND COVER TO GRADE ADJUST EXISTING VALVE BOX AND COVER TO GRADE @-coNSTRUCT 8' WIDE CROSS GUTTER PER CONB STD-185-L ~ 69N5TRijeT RESIBENflld:. BRIVEl','AY Af'PR8A61 I 1¥PE •1• PER 68NB 5'fB @--CONSTRUCT ALLEY APPROACH TYPE "A" PER CONB SID-142-L •• NB 5'fB Hl! L CONSTRUCT CURB ACCESS RAMP PER CONB STD-180-L-A CASE C CONSTRUCT 4" lHICK SIDEWALK PER CONB SJD-180-L t•SFAL:L 1· Pt'S 5611 19 SLEEVE '#ml Pl:fll ROPE N•B OAP ct•ss -t."l.-lREl:El66,.!il!iFEE-EDlll!8STlll6 SffiEEF l:JSI IT 69N0ij1,Ji,fTF--- -H,.ij---,I\PPl::¥-lHffiiM6!'1::ASRe-s:rGP-+.lESSAflE AtlB 5T8P BAA CONS"lRUCT VARIABLE THICKNESS AC OVERLAY TO MATCH EXISTING 162 L CONSTRUCT 6" \'/ATER MAIN SIPHON PER DETAIL 61 ON SHEET 3 • NB 5TB 568 -I:- 60NSffiU6f 2· eorrER 'NA'fER Sra.'I8[ ANB 60NCREFE !.1EFER BOO-- PER 09'48 5TB 583 L R□.!EWE ANB REPl:ACE pee SIBB'/M:1(-ANB-- -PA'v'EMEtfF la NESESSAR¥ @---CONTRACTOR TO COORDINATE WITH SO CAL GAS COMPANY TO RELOCATE EXISITNG GAS LATERAL TO AVOID CONFIJCT WITH PROPOSED 12" RCP STORM DRAIN @---INSTALL 6" GATE VALVE PER CONB STD-508-L C-3793 SHT 18 OF 21 PLANS PREPARED BY: APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED PENCO ENGINEERING, INC. Civil Engineering a.e Tec:fYlcbgy Perk Planning lllJcrQ .H25 Surve)'l·n tvne, Cdfcma '12618 ., g (949) 753-SID DESCRIPTION OF RE'IISIONS APP'D CARLOS A. PINEDA RCE NO. 38639 DATE BENCHMARK ELEVATION=145.12 {44.233m) 3k-47-92 DESCRIBED BY ORANGE COUNTY SURVEY 1992 AT lHE NORlHEASTERLY CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND CAMEO HIGHLANDS DRIVE TO THE NORTH AND CAMEO SHORES ROAD TO THE SOUTH, 80 FT EASTERLY OF CENTERLINE OF CAMEO HIGHLANDS DRIVE, 40 FT NORTHERLY OF THE CENTERLINE OF PACIFIC COAST HIGHWAY, SET AT 4 FT BY 4 FT CATCH BASIN 4 FT BEHIND CURB FACE. GENERAL SER'v1CES DIRECTOR UTILITIES DIRECTOR lRANS & DEV SER'v1CES MANAGER RCE NO. 22045 DATE DATE DATE PROJECT ENGINEER RCE NO. 22882 DATE DESIGNED .I. DRAWN Bl'IC 1------1 CHECKED DATE CAP 11 1 06 BAY AVENUE STREET IMPROVEMENTS PHASE 1 TITLE SHEET CITY OF NEWPORT BEACH R-5899-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 12 I-v a ~ a C ' 0 0 " ~ C C 0 ' ' -- ( < ( :;: I- I C I -, ~ C j 0 0 .... j ~ 0 C ~ L < , -C ~ -C , ' C C 0 , p C , ~ / \/ ----- N'LY R/W I 5' VARIABLE CF 11' 6' 25' 14' PROP. 2' GUTTER 3' SAl'ICUT ---- 50' 25' 14' --ca,vc _ SO/£ -- 11' S'LY R/W VARIABLE CF AND 2' GUTTER_/ / ~ AND 2' GUTTER EX. CONC. CURB_/ TO BE REMOVED 4' 4' 3' 3' 4' 4' BAY AVENUE R':011 STA. 0+£0.00 :t TO STA. 13+35.00 :t N.T.S. 1,, ·' -. .. . ,: -SAIVCUT AND REMOVE EXISTING PAVEMENT I -1· MIN COLD MILL / GRIND EXISTING PCC I --r MIN COLD MILL / GRIND EXISTING PCC I -3.25" MIN COLD MILL / GRIND EXISTING PCC EX. CONC. CURB TO BE REMOVED 0 C!) oz d F U)"' +x O,UJ ~~ u,O ~ EX. PCC EX. PCC ;;;; ..; < ,-.. I-+ PROPOSED vi "' AC SURFACE EX. PCC I 2" AC OVERLAY OVER MIN 1• LEVELING COURSE 0.25' 0.1' 0.1' GRIND REMOVE EXISTING AC BAY AVENUE EXISTING PAVEMENT JOIN Ff':011 STA. e-H?0.00 TO STA. 0+73.21 N.T.S. BAY AVE AND 311-a S fAEET INTERSECTION DETAIL BAY 14+00 C ,·,:·l_L -----------,-i - AVENUE 7.: 4) F1S j-, ' , i I VAR,IABLE THICKNE'.BSi AC OVERLA~ I ::. \ POTHOLE /I 1 16" CIP WATER 8.33' SE OF SDMH 25.07' NE OF SCE-MH I ' • I i 1 ---- POTHOLE# 2 6" GAS ELEC. CONDUIT ' - 22.58' SE OF SCE-MH 29.35' NW OF PP ·,---------- '• KNOCK OUT WALL ON EX. C.B. i • <D ~ + ci 0 UJ a. a. II < ci (2) //4 RINGS BAY R=3" EX. C.B. WALL 12+00 C/,fl __ i~ -----. ------ -------' ·'1'1 AVENUE CUT & KEEP EX. REBARS AND BEND INTO CONNECTOR PIPE AS SHOWN CONNECTOR PIPE SIZE SEE PLAN GROUT AROUND CONNECTOR PIPE C/\PI __ [ ---- PROPOSED lRENCH VJDrn RESURFACE PAVEMENT SECTION PER SlREET IMPROVEMENT PLAN (SEE NOTE 4 BELOW) EX SURFACE EXISTING SAWCUT V~Drn GRIND DEPrn FABRIC FINISH SURFACE '' :,c·-s -------AC-LEVEUNG COUR E • , i·r ' <.._~ ~-~--~~ 450-C-2000 ·-·-.; --· ' ,,___ ' , CONCRETE ' s• ' BACKFILL : 6• MIN. ,,, BEDDING MATERIAL (SEE NOTE 3) RCP, SIZE SEE PLAN TRENCH AND BACKFILL PIPE COVER LESS THAN 2' NOTES 1. lRENCH WIDlli SHALL BE O.D. + 12" MIN. OR O.D. + 20" MAX. INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING (IF NECESSARY). 2. BACKFILL MATERIAL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT CONlRACTOR'S OPTION AND EXPENSE. 4. lRENCH SHALL BE PAVED Willi TEMPORARY AC (MIN. THICKNESS = 4"} WHICH IS TO REMAIN IN PLACE UNTIL GRINDING OPERATIONS BEGIN. @)~ _TR....:..:..=E::..:N=C.:....::Hl:.:....::.NG=-.:...:A~ND=--=B!..!AC::.:i~<F....:::IL=L:...!:D~ET:...!,;A~l~L_ FER Q\'.B STD-tOa-L. N.T.S. /FINISHED STREET SURFACE 0 12· PROPOSED 18" SD RCP EX. 6" ACP WATER TO REMAIN 1·( -_::; ·L~> ' APPROXIMATE LIMITS OF THRUST BLOCK (TIPICAL} A. REMOVE INTERFERING PORTIONS OF WATER MAIN AND INSTALL 8" PVC ROUGH BARREL x DIP lRANSlllON COUPLING B. INSTALL 6" 45' MECHANICAL JOINT BEND WITH RETAINER GLANDS AND THRUST BLOCK PER CNB STD-510-L C. INSTALL 6" PVC C-900 CLASS 52; BEDDING AND BACKFILL PER CNB STD-106-L NOTE: PRECISE LIMITS OF THRUST BLOCKS WILL BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR @CONNECTOR PIPE NI? E){ CATCH BASIN @---=a11_W=A:..:.TE-=-=R..:...N=~:...:~:::....:1N:...::s=1P:......:H...:..:o=-=N~--- GRAPHIC SCALE 1 INCH = 5 FT APPROVAL RECOMMENDED i------t-----t--------------j______J i------t-----t--------------j___--'DAlE PROJECT ENGINEER RCE NO. 22882 C-3793 SHT 19 OF 21 BAY AVENUE AREA PHASE 2 STREET IMPROVEMENTS DETAILS AND SECTIONS t---+----+-----------...J____JDESIGNED J. DRAWN BWC CITY OF NEWPORT BEACH l-cc-c=~-+---"-''-'---1 ,_ _____ _, t--D-AlE-+-B-Y-+----D-ES-C-RIP_TI_ON-OF_R_EVI_SI_O_NS----LAP-P'_JO CHEa<ED CAP DATE 12 g 05 PUBLIC WORKS DEPARTMENT SHEET 3 OF 12 I- V Q_ :,: Q_ --= " (' " " C C (l ' -' -- C 3 c " = C + Q C I (' C I -,, " C I ' cr .... (l t-,.,; I cr = C <;,-- L ,_ ,, E " --C ,, " C C (l ,, "' C ,, ,;: . 0 ~G: lO CO + • oco - CG: a d-+ • a co --g + • oco -..; "' "' . + (.) -I--lO ,-.: lO ,-.: ffi G: -co -co d co .., . + (.) ->"- "! ,-.. 00 = .o ,-.. .., 0~ + ..J -1,...;.;...;;;;;; --S==0.30% _ I ~~I ;,:I ~-,-1 : I V"' T:·:,'1 "I "I ,I r rn1 .,,-j _ 7 l--l":'t-l---':"::~-'----8 __ ~ __ +a.-t-~----ll---·•:-:':-I t------':_,c__+-----.:..~1: +----~-:,'-1---+---'-'i~+--+----'-ii:,.'. --+--::--'-1--=1b.:------,a.t.,.------,_+,,,----·1.a.-l=----~-.,_· ~~o' iu,-----+--'c..L, ---·~,--+------1-----'-!-----l---,,·--'-j--+-•·_,_, ___ ---,l-_~i'--'ij ___ l-_·,,-'--------+--------'· ~_:_;:t---------i 6 @---1 CONSTRUCT VARIABLE HEIGHT PCC CURB AND 2' GUTTER PER ~ • ' z 0> • '~ I g ~ g ~ 8 ~ 8 ~ 8 ~ 8 ~ 0 "'-CONB STD-182-L (/)I-. l{)co O,.., 1d 0 ci,-... ~N t= r" ~ 0 ie !2 8,5!! ~ "': ~'~ '.:j: '.:'? ~ co + ~ 0 , CONSTRUCT CURB ACCESS RAMP PER CONB STD-181-L-A, CASE J. ~ tn Cl -~l,..__.2s:::0Q,.2~~~-%L.::::+,-.. ....... ~--~==+_...JSe.\!0,£2B~7-!..• -+-----==,----"'";..T-=S-=-...;0"".2"'0"'%~-; -I ' g~~p ~·1b'K~f~s 1& cg~~u11 tz g~LA~ VARYING FROM 0.1' TO t---t------t---t-----t----~-i--------t------j---~7t---t------t---"'"==ct:• ulR WN--i::INEtlET\'IEE~ jSTtrO-J-Fi5:0u "' ~-~ ,~, ~5;0uro-----+------+---.J-----+--------l------+------+------+-------+------l------+------I--"-' ---!1-"-1 --i @-CONSTRUCT t: AC OVER GLASGRID 8501 REINFORCING FABRIC ',, ~ I 1: ; . ' :, ' ,_ I l ON 1· MINIMUM AC LEVELING COURSE PER ENGINEER'S '"-j '-: ,i '' ' ,..., ,,, , . ,, ,i, ! ,i, -'i ',;, , , . ; ,<I I . ,::, , ,::, : , --_ RECOMMENDATIONS. SEAL CRACKS GREATER THAN 1/4" :~1 ;~ • ; ' : ' -~· M ~. :: ; ::x l AL £Y '. ' i .. ·.;, I ;I :.'; i' ;, .1; ' ' ' ;" I : ~-~18 ! ; ; ~COLD Mill/ GRIND EXISTING PCC TO 1• MIN DEPTH 0 -1(.. i / / , ,_ , , , !:· ::, I:' -~~ ~I ice, 1 1, , ': , :' , : ':, , !• . , --, , ':: ; ! ,, r-B COLD Mill/ GRIND EXISTING PCC TO 1: MIN DEPTH I u_l ---~ ---!1 -,.s=a.95% S=-1.17,_'"' '~ -----e---~-____ _J_ _ ~ I ____ ------___ ~ _____ ~ __ __L--' --s _0 __ 20, f---__ 1 __ _L -----'--f--------• ---_J ~ _-__ -_ -~ ---1----i -; -s=O.B5% S=-o.2o% 5,,,_0_64 @--coLD Mill/ GRIND EXISTING Pcc TO 3.25' MIN DEPTH I -+-t--'::h~~t=~-~o,. -~6%~~~=-~:zS~•=;,j;~go.~,n~·%~, ~-~~s~'-R,0.~0~%L~~.J. \,~l,--=-=-=.::.:;::.b=-=-=-=4---=~-=~~~=":-"=f==::::"'~5"'~=Cl.2~~%~======!=====t======j=====t===~l====r=r=====#~~==~~-==::j;:==J==1,:· ~~==t=s:====t=J·==~' jt:t~1.1.,c::tr1, :-~Jt.~11 @--PATCH BACK PAVEMENT WITH 6" AC ON COMPACTED SUBBASE I-i -~ ) I., ' 1' , ' 1 ! ' "" 7 (OR EXISITNG PCC). 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I I I -_! • " .,···-1--l----+-------l---~r--j' l-.!~·~\!:'-W-=~:Ji-r::'~0~~~--1-~0£· __ 10=1r:-·:____~o~--~f--___:-8i:-::__ _ _;-~~-____ _;-qi,-..,;,· ------tjr~·----~"'~·-----~ ,r--~·----~"'~,-..~-----~"'~~r:::·c_ _ _J;:;=li-:,-..~· ~--_!"':fr::~:___~..,~~-_l"'~'-=~_J"'~"'~-_J"'~;· _ _J"'qi,,-..;_· ----~..,_~,-..~-_ _J_ _ _J_JJ:9~-~42~':ii __.i. __ .(_'.91i.4c2t:1; ~~~ eR·-. e\~ ,-.......... -r-,. -·-_,.... _.,.... -r---r-.. -r--. -,...., _.,.... ........... -·--r-.. -·-.... ...... -...... .....r-,. -r---............ .......... ... ..... r---c--t-H,, -,I'-, I, -,. ' UI, • VERT: 1" =:,.' ' 10+00 10+50 11+50 12+50 13+00 13+50 14+00 14+50 /4 25 27 28 33 ADJUST EXISTING VALVE BOX AND COVER TO GRADE CONSTRUCT B' WIDE CROSS GUTTER PER CONB STD-185-L CONSTRUCT ALLEY APPROACH lYPE '/\ PER CONB STD-142-L CONSTRUCT CURB ACCESS RAMP PER CONB STD-180-L-A CASE C CONSTRUCT 4" THICK SIDEWALK PER CONB STD-180-L CONSTRUCT VARIABLE THICKNESS AC OVERLAY TO MATCH EXISTING ~ Iii "'( 0 -'./ -----( ,]'' :::--_, o() ' N -!-- - ---1 ~ s;i1 I >-• al~ c::, " c::, 0, . ..,: c:, ,,, c:, -+-+"' ::: - : ~ ",,___,,,__,, ~ ·~ ~ G: • "' -+-~co..,_'· g O>DJ I':~ ~ ' t:. ...... ' cX ~~·.· ~ ' -+-1.:: -IO .,, ,-.. ..,.: ,.._:, ~ ' CJ i:ti :., 5 '7-"'~--~-I ' .~1 --25' :, ' --25•---1 DATA TABLE 7TH STREET Q BEARING/DELTA RADIUS LENGTH TANGENT (!) N 78°41'55" W 10.15 (g) 90°05'55" 6.00 9.44 6.01 Q) N 11'24'00" E 10.65 G) N 11'49'32" E 4.67 @ 89'34'28" 6.00 9.38 5.96 1 I 1 1 I ' 1 ,-• --• J-----·-------- --------'' ------ I I I I I I I I ALLEY -,,, ~ -+-Cl:: -LI -l<l g c::; ro -+--- [ AD EXISTING UTIL!lY VAULT TO BE ADJUSTED TO FINISH GRADE BY S.C.E. --'\._R/W PROPOSED STORM DRAIN PER SHEET 10 '74 15 '' ' 11 2 @ N 78'36'00'' W 67.92 Q) N 78'36'00" W 230.53 .lli1IE; • 'B' N 78'36'00" w 67.72 IN All CASES, FLOW LINE DESIGN IS INDEPENDENT OF THE I..V TOP OF CURB, SO THE CURB HEIGHT Will VAFN FROM 19 1 g ~ -+-~ ' ,,..._,,..._ 1 19 21 l i ' 11 ALLEY -~I. -------___ ..,.... ____ _ ,14+00 ,_J ------" I I '1'h .?" -- r--' i • _.,. O'! "" " -.:t- I fJ 7---r; r• ,.·\ /1 r:/ ,_,, 6TH STREET ' ----- .-SEE DETAIL ON SHEET 3 OF 12 ~I -SAWCUT AND REMOVE EXISTING PAVEMENT j -1· MIN COLD Mill / GRIND EXISTING PCC :=====: I -t: MIN COLD Mill / GRIND EXISTING PCC !=====: j -3.25' MIN COLD Mill / GRIND EXISTING PCC :=====: ,_ ___ ·.·_,.·I -VARIABLE THICKNESS AC OVERLAY I-v Cl ::, Cl C' " a C' {i " C C (\ ' ' C 3 <'. C " I " C I / " C I a (\ I C-3793 SHT 20 OF 21 ~ @ 90°00'00" 6.00 9.42 6.00 4' (MIN) TO If (MAX), UNLESS OTHERWISE APPROVED \)1 r,/j1 N 11 ,24,00, E 10_49 BY THE Cl1Y INSPECTOR. ~ APPROVAL RECOMMENDED ,, @ N 11'24'00" E 11.23 BAY AVENUE AREA PHASE 2 C (_ @ 90'00'00'' 6.00 9.42 6.00 NOTES: G~1rfc:~1~ 2~CfrLE '1 PROJECT ENGINEER STREET IMPROVEMENTS ~ @ N 65'21'00'' E 18.23 All EXISTING UNDERGROUND UTILmES TO BE PROTECTED RCE NO. 22882 BAY AVENUE PLAN AND PROFILE ~ IN PLACE UNLESS OTHERWISE NOTED O 1 0 20 40 60 , @ 36"03'00" 10.00 6.29 3.25 1-t-----_ -_ -_ -+_j. -_ -_ -_ -+_j. -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --1-I--_ -_ --1--fo~AlE~~=7;;~;;;====~--....:::S:.!T::.A~9::,:+~6:!.::0!;-0:;::0~T,:::O:_:S=.T!..!A:..!1=;:4:::,+ 7!..:.5:!:·!;.0:::,0 __ ---1 §(\ ~ TRIM AND REMOVE INTERFERING TREE ROOTS. Na. 3!!539 c& N 7ff'36'00" w 94.74 c, \\. t----t----+--------------+------1 DESIGNED .J. DRAWN 81'/C CITY OF NEWPORT BEACH ;,; '16' N 7ff'36'0d' W 162.69 --~--t-c-------1 f-----------1 c L.::::::::~======================:::::!.--------------------------------------------------------------..l-_::::::=::::=--.rc-Eio-A~lEI-:I]siY-:1-:-:-:-:-:-:-:moEjs-c~R~IP!TI-O~NLJ-OiEFJRiEVl~Sl'!§ON~-sf"=:-:-=-=-=-=-r~APEfP'.]'D~.:CH:E:CK:ED~C~Af'~=DA::lE~12~9 '.2D5Ll_~P~U~B~Ll~C~W~O::R~K~S~D=E~PA~R:T~M~E=N~T~~SH~EET~4:t_~OF:_J1~2~ ~ 0 SAND BEACH OVER-SD-P+P 8 6 ~ --:;,.~ --'~\'o~ -------~ ' -,;f)?_ ~ ~ 9';" r::,,~? ~r::,v.? " ,¢. 0 OJ~/ \'o r r ----_,,, / _,,,,,,, 4 ' _.,.-. v ------- ' "= J.0020 I ' v 2 v • !!-' ---~o l~ c.. u = • ffiz~-• IX) IX) > <,_~ (1- 0 z (!) ic,o=:: !::! !::! g; -z (!) -"' "' ,... a:: l WI-a:, < c.. [IJ CJ) NO>'zz &l i';'.i 0 UJ o ><rd-a ciz za:: 1-: -t-z<1 o_ Z-U .fc-e "' .., (,!) U-, ..J aj. , CONSTRUCT , 6~ LF • 18'9! CAP ' ' F ROFILE SC '\LE ' 'I 1' I jl-! .. 0' ' ·110RIH-, VERT: 111 =: I .. 9+00 9+50 DATA TABLE 0 BEARING/DEL TA RADIUS LENGTH G) N 56.24'00' E 12.84 ® 45•00'00' 22.50 17.67 @ N 78.36'00' 'w 50.26 © N 11 •24'00' E 11.25 ® N 78'36'00' 'w 148.52 © 45.00'00' 22.50 17,67 0 N 33.36'00' 'w 12.84 ® N 16"50'21' 'w 86,34 FINISHED URFACE -·-·· ~u t' rec ~i:P ~~~ ro • "' - n·r;.~~ 1ll ,-.. C'<9~~-~ :c::; ,;I?, 6' ::; a:: 0 :,,/ .. -~ -----~. I - ~ -----~'~ ,_,,, r------- ,i?i "utll -....._, . ' _,,, ELEC. , • \0 r--/ '\. e,i-_; . ..,-;~ " ,.. ~ci? n "'-I -I ~ I I ..,,____ ' / t-j •"-.!! ~o.-oos..: ' I r:I CAB " CABLE/ t-I i 11B111 INV 4.37 A J ~ ' """ --u ' B2-mv-tJ;PH /j2 . I I I) ~-• I ~ ~ 1'.I I-s"' (3.22) TOP 0.. 0.0I -c.. \ ~~"' ~ ' ~ I --· 0 Li'., '·~\-'! u ai a, ,~ 0 ~ ~ rri' -.... m n c,; -"? 9 ' 0 a:, w • u 0 L ...-en- \~f;l .... °=~ '~: 1xl • co > z '°+ > > 0..> -a. w w ' j.J + >0 z + z 9 CD '<Il 0 = z • " 0 z-- =u LO LO : " > ~ i c-,l • I! '> z (!) • <'< ffi CL w CONST. 8 •.77 LF 12"0 RCP "' 0 co :.,. n NZ w g "' r-: ,.-5d ~ ~ ~ -a:,-g;i 9o •I-g I")+ ,-,_..,. 11) CJ) g; >+ > -"'-+ >o zo z >. +...x mw CL --,__ CONST 11 ~S'-IF 12"9l PVC I AT "n ' I AT "r l"'I " I I I: I I .J I .-, I I ~ 10+00 10+50 11+00 10+50 TANGENT 9.32 9.32 I_;,., LI. f + N ----------.-----:-''G ----- BRICK c-r---r-t;-""'----:::cB"" #11 -_....,""'" 10+50.00 t---+--c-----"F---+-'----i• 44 BAY AVENUE 25· 25 TC=7.66 I I I ' I ! I I I ' 7TH STREET I I L=3.5' H=2.3' I ro LO ;:! -:c -::; a:: ---· f---- ~ ¾~ ~ II ~ ' '-~ B~~ /\ , ~ . J ~ .,,. ) w c.. ----c.. c.. z z - -(!) (!) w w a, a, ~ ,,; a:, ~ "' ,-.. .... .... c;, 9 0 z 0 z ---- 10+00 -' '" rHEe-5 . .,_, RFAGr -- rOVER SD Pl PE I ---------r---- c-._0,0ni::. - CON T. 179'.03 LF 12' RCP I AT "n ,t " I • II IJ I 10+50 11+00 0 10 GRAPHIC SCALE 1 INCH = 20 FT 20 40 60 -- ""'" ~ ~I:) ~ n ..., r----------- ~ u "' ,-.: d LO + 1-..__ ' / \~~; ~ 1ef ~ / " / §./ I • li'Q B /~ "'~ • • u '\, w ~! ~ " "' ~ "' "O i ,,; ' r-: ,,; . I ro > + > z z - 11+50 ,.. V \ A w --. c.. -a. z w -IX) "' ,.. ,., L g LO + > z n ~ 12+00 [E)--PROTECT IN PLACE (ITEM SHOWN ON PLAN) ~ RELOCATE EXISTING UTILITIES BY PURVEYORS (ITEM SHOWN ON PLAN} ~ UTILITY VAULT LID TO BE ADJUSTED BY UTILITY AGENCY SAl'ICUT AND REMOVE EXISTING PCC CATCH BASIN REMOVE AND DISPOSE OF EXISTING 18" CMP CONSTRUCT 12" RCP (D-2000), TRENCHING AND BACKFILL PER CONB STD-106-L AND DETAIL ON SHEET 3 44 CONSTRUCT CURB INLET CATCH BASIN PER CONB STD-305-L 46 CONSTRUCT JUNCTION STRUCTURE PER CONB STD-310-L CONSTRUCT 18" CAP INSTALL NEW 18" TIDE VALVE IN CATCH BASIN AS FURNISHED BY CONB INSTALL CONCRETE PIPE COUAR PER CONB STD-313-L @-APPLY MASTIC (OR CITY APPROVED EQUAL) TO CAP PRIOR TO CONSTRUCTING COLlAR. @)---CONSTRUCT 6" WATER MAIN SIPHON PER DETAIL 61 ON SHEET 3 @--CONTRACTOR TO COORDINATE WITH SO CAL GAS COMPANY TO RELOCATE EXISTING GAS LATERAL TO AVOID CONFLICT WITH PROPOSED 12" RCP STORM DRAIN. @---INSTALL 6" GATE VALVE PER CONB STD-508-L mIE; CATCH BASINS SHALL HAVE GALVANIZED LIDS. C-3793 SHT 21 OF 21 APPROVAL RECOMMENDED l----l--+-----------------,1---l BAY AVENUE AREA PHASE 2 STREET IMPROVEMENTS STORM DRAIN-BAY AVENUE PROJECT ENGINEER RCE NO. 22882 1----+---l--------------1---10A1E STA 10+50 TO STA 13+02.26 r--,---J------------t---1kDESI=GN=ED-'J.~-kDc-=RA=-l',N__E,Bl~'IC--t CITY OF NEWPORT BEACH r------,~ 1-DA-lE-+--B-Y-+----D-ES-CR-IP_TI_ON-OF_R_EVI_SI_ON_S ___ -+AP~P'-10 CHECKED CAP DAlE 12 g 05 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 12 f- V 0. :,: 0. " C: .. " (Y " C: C: Cl ' ' -- C 3 " ) C "' I " V I C: I ~ -/ " -C: ...... I a: NJ Cl I ""'" a: ~ C '-/ C: " -- C: / " C: C: Cl / "' C / C: 0 A( j N ¼,JJ fJ) SCALE: 1 "= 20' 20· \ 40' ' ' \ \ ' \ \ \ \ \ ' \ \, '• ' \ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ ' ' \ \ \ \ ' \ \ \ \ \ ' \ \ \ \ / \ \ \ \ \ \ ' \ ' \ ' \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ £. \ \ \ "\ / \ • \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ ' ,,, \ ,,, \ , \ \,/ ' -~~ \ ffi 07-27-07 ADDITIONAL PAVEMENT REHAB ADDED TO CONTRACT NO. DATE DESCRIPTION OF REVISIONS 7 \ \ \ \ \ \ \ No. 63670 Exp. 09-30-08 ' I j CONSTRUCTION NOTES 0 PROTECT IN PLACE ® REVOVE AND REPLACE VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNS STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ ADJUST UTILITY TO GRADE BY OTHERS @ COLD MILL EXISTING PAVEMENT 2-INCH DEEP AND CONSTRUCT 2-INCH AC SURFACE COURSE @ REMOVE AND REPLACE TRAFFIC SIGNAL LOOP @ CONSTRUCT 2-INCH AC SURFACE COURSE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: AT AT CHECKED: DATE: MJS 4 3 07 PLAN SHEET ORANGE STREET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3793 R-5906-S . SHEET 1 OF 1 >, .c "' E 0. " 0 ~ " 0 '-._ 0 N '-._ (X) 0 en ;: "O ~ ::, OJ "' <( I (/) "' 0 0) If) a:: □ en ;: "O □ 0. E 0 (/) <'<! ~ 0 _J en C -" L 0 (L ~ " " L ~ (/) " 'O 'ji >, ~ 0 " 0 I "' 0 0 N (f) (!) 0 01 If) a:: □ "' ~ ll) a, L ~ (/) .,, □ en '!' C ·c: "" a, J a, .!: en C w □ 0 0 <( 0 □ "O a, L 0 .c (/) □ ~ OJ (L u "' L "' "' :::) □ G..: