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S-73-8.1-8.21CONSTRUCTION WAKEHAM INDEX OF DRAWINGS NO. DESCRIPTION LOCATION I TITLE SHEET 2 NOTES AND DETAILS 3 TYPICAL SECTIONS 4 TOPOGRAPHY, SUBSTRUCTURES AND REMOVALS 5 TOPOGRAPHY, SUBSTRUCTURES AND REMOVALS 6 PLAN AND PROFILE 7 PLAN AND PROFILE 8 PLAN AND PROFILE 9 PLAN AND PROFILE 10 PLAN AND PROFILE II CROSS SECTIONS 12 CROSS SECTIONS 13 CROSS SECTIONS 14 CROSS SECTIONS 15 CROSS SECTIONS 16 CROSS SECTIONS 17 CROSS SECTIONS l8 CROSS SECTIONS 19 CROSS SECTIONS 20 CROSS SECTIONS 21 CROSS SECTIONS REVISIONS "— DATE DESCRIPTION WALL — DEPTH C//.91VGE FOR 1PFTA4V 1,VB YYNLL SHEET Z. Z 1111Z3 I AELOtATE rrlST 77` CMP / OEGETE I- f4W1104E SHEETS 5 PLANS AVENUE TO WAKEHAM AVENUE TO STATION 22 +50 STATION 22 +50 TO STATION 46 +25 WAKEHAM AVENUE TO STATION 11 +00 STATION 11+00 TO STATION 23+50 STATION 23+50 TO STATION 35 +00 STATION 35 +00 TO STATION 46 +25 PARKING LOT MODIFICATION STATION 0-50 TO STATION 5 +50 STATION 6 +00 TO STATION 13+00 STATION 14 +00 TO STATION 201 00 STATION 20+50 TO STATION 26 +00 STATION 26 +45 TO STATION 28 +00 STATION 28 +50 TO STATION 29 +50 STATION 30+ 00 TO STATION 31 +01.30 STATION 31+50 TO STATION 34 +53.60 STATION 35+00 TO STATION 36+00 STATION 36 +50 TO STATION 40 +50 STATION 41 +00 TO STATION 46 +00 CONTRACTOR WORK STARTED WORK ACCEPTED INSPECTED BY: DATE 1385 FEET FOR THE IMPROVEMENT SOUTH OF PROJECT REFERENCES N0 THE 217 BRISTOL Wi c SAN DIEGO PROJECT LOCATION w II II O it BEAR w Z: ALTERNATE N°. I w I OF FREEWAY STREET °a �! w - DESIGNED BY: FRED POOLMAN 3-73 DRAWN BY: FRED POOLMAN 3 -73 RE COMM E N DD EE D/ BY o -_ —j DIVISION ENGINEER OWED BY La z, r w, >i a C) Q) w E z a OI a I II Jj M a 11� C I LOCATION MAP SCALE = 6 ooJ FIELD BOOK PAGE BENCH MARK N9 150 _ REFERENCE PLANS_ _ ELEVATION : 34.90 NOTE TO CONTRACTOR, SEE SHT. DESCRIPTION ; CHISELED 'O' STANDARD DRAWING NS. 302,303 B 701 N.W. CORNER OF P.C.C. WALKWAY L.AC.FC.D. 2 -DI02, 2 -DI :2, 2= D160,2 —DI62, 2 —DI63 60' EAST 9 -.t-100' SOUTH OF (i 2 —D265 B 2 —D415. L.A.CR.D. 48-03____ INT. WAKEHAM AVE. B BEAR ST. ENTRANCE TO NEW BOY SCOUT BUILDING // c Y -1 ENGIN APPROVED BY: ORANGE COUNTY ROAD DEPARTMENT ROAD COMMISSIONER a CO. SURVEYOR DATE CHECKED BY: CHECKED BY RIGHT OF,WAY A RIGHT OF WAY APPROVED BY CITY OF SANTA ANA AS BID AS BUILT MAY 14 11973 SEPT. 18,1973 73 DIRECTOR OF PUBLIC WORKS DATE TITLE PLANS PREPARED BY "MPMAN I& ASSOCIATES MUNICIPAL PLANNING AND ENGINEERING CONSULTANTS U4012073 DESIGN ENGINEER R.C.E. N 2.15308 DATE SHEET CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES i/�j� /aJUNCn SHEET I OF 21 Pt AN VU6dL 1327 174 7 . LATE DESIGNED BY: FRED POOLMAN 3-73 DRAWN BY: FRED POOLMAN 3 -73 RE COMM E N DD EE D/ BY / DIVISION ENGINEER OWED BY Y -1 ENGIN APPROVED BY: ORANGE COUNTY ROAD DEPARTMENT ROAD COMMISSIONER a CO. SURVEYOR DATE CHECKED BY: CHECKED BY RIGHT OF,WAY A RIGHT OF WAY APPROVED BY CITY OF SANTA ANA AS BID AS BUILT MAY 14 11973 SEPT. 18,1973 73 DIRECTOR OF PUBLIC WORKS DATE TITLE PLANS PREPARED BY "MPMAN I& ASSOCIATES MUNICIPAL PLANNING AND ENGINEERING CONSULTANTS U4012073 DESIGN ENGINEER R.C.E. N 2.15308 DATE SHEET CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES i/�j� /aJUNCn SHEET I OF 21 Pt AN VU6dL 1327 174 7 . /J -1.7 �� ti BEGIN TRAFFIC PPL. IZSANTA ANA WATER, 16' N/- II O - -7- oo Q — Z Q Z Q � ~' Z_ W J W�— = WAKEHAM U Q W Q Z Q � W O V OI O U � U �JJ r ]FJ x � m H U U J U J � i 18" R.C.P. STORM DRAIN, 5' SA Z U' R =0d g FU cJ w Mw O �~ = aU CL w� J mU w OQ H F- a BURIED TELEPHONE CABLE,39'E/0(L' BEAR A \ 16" COSTA MESA CO. WATER , 40' E/i U W Q W (n �JJ r ]FJ x � m H U U J U J � i 18" R.C.P. STORM DRAIN, 5' SA Z U' R =0d g FU cJ w Mw O �~ = aU CL w� J mU w OQ H F- a BURIED TELEPHONE CABLE,39'E/0(L' BEAR A \ 16" COSTA MESA CO. WATER , 40' E/i SMH - - ----4) 14 SAWCUT 8 JOIN . _-06i. NOTES : I. ALL WATER CO. FACILITIES SHOWN HEREON WILL BE RELOCATED OR ADJUSTED AS NECESSARY BY COSTA MESA COUNTY WATER CO. 2. THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS UTILITY CO's. FOR THE RELOCATION OR ADJUSTMENT OF THEIR FACILITIES AS NECESSARY. 3. ALL STREET SIGNS TO BE REMOVED SHALL BE DELIVERED TO THE CITY YARD AT 2300 PLACENTIA AVENUE. 4. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION : A. COSTA MESA SANITARY DISTRICT - 834 -5400 B. COSTA MESA COUNTY WATER CO. - 834- 5210 C. SO. CALIF. EDISON CO. - 835 -3833 D. SO CALIF. GAS CO. - 547 -6211 E. PACIFIC TELEPHONE CO. - 557 -1224 (CABLE LOCATING SERVICE) 5. EXISTING STREET LIGHTS AS SHOWN ON SHEET 5 TO BE RELOCATED AS PART OF BID ITEM I SHALL BE DONE IN ACCORDANCE WITH STD. N°. 701 SAWCUT 8; JOIN 0 F cn cD 12,1 SANTA ANA WATER, 25' E/0 15" SEWER , 6' EA 4" SO. CAL. GAS , 12' W/�- 4- 4" M.C.D. PAC. TELEPHONE , 57' W/� ( JUNE 1973) STREET H c7 12 "SANTA ANA WATER, 43' NA 8 °SEWER, 57'N /i 42" R.C.P STORM DRAIN, 35' N/9- 78° R.C.P. SEWER, O.C.SD. N2.7, 30' S/0 i 12" COSTA MESA CO. WATER , 44' S/ � 4" SO. CAL. GAS, 48'S /i 4- 4 °M.C.D. PAC. TELEPHONE, 53.5 SAL ��— BURIED TELEPHONE CABLE, 59.5 S /q. �i U H c"u CONSTRUCTION NOTES : N0. DESCRIPTION Ol . REMOVALS , RELOCATIONS AND EARTHWORK :1 El 15" SEWER, 6' E /(. 16 COSTA MESA CO. WATER, 35' EA 0 Lo 0 0 —Z W L) W aW �co 4- 4 °M.C.D. PAC.TELEPHONE, 57'W/:L (JUNE 1973) 18" COSTA MESA CO. WATE R,44' W /q. DRIV WAY II �I Lo N 24" R.C. P � N Z Ld zW - -21 +2301 Lq J W _ 21 "' 22 2 SAWCUT A JOIN U W W 0 =)- V co w 0 o 0 w= CL w ow Z JF I O; W ='a:U_ w W W J:mV NIOa t- a 00 1 �-- SAWCUT & JOIN SOUTH COAST DR. Lu w 3 z z m 0 U Q Ld W F O U u AS BID TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 1 4 OF 21 WAKEHAM AVENUE TO STATION 22 +50 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73- Jr � DRIV WAY = F O .:.. Z p F cn f-- C) I O u) m c7 CD U p C9 7 t7 I °/ -J �� O° °� - - - - -- --- SMH - - ----4) 14 SAWCUT 8 JOIN . _-06i. NOTES : I. ALL WATER CO. FACILITIES SHOWN HEREON WILL BE RELOCATED OR ADJUSTED AS NECESSARY BY COSTA MESA COUNTY WATER CO. 2. THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS UTILITY CO's. FOR THE RELOCATION OR ADJUSTMENT OF THEIR FACILITIES AS NECESSARY. 3. ALL STREET SIGNS TO BE REMOVED SHALL BE DELIVERED TO THE CITY YARD AT 2300 PLACENTIA AVENUE. 4. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION : A. COSTA MESA SANITARY DISTRICT - 834 -5400 B. COSTA MESA COUNTY WATER CO. - 834- 5210 C. SO. CALIF. EDISON CO. - 835 -3833 D. SO CALIF. GAS CO. - 547 -6211 E. PACIFIC TELEPHONE CO. - 557 -1224 (CABLE LOCATING SERVICE) 5. EXISTING STREET LIGHTS AS SHOWN ON SHEET 5 TO BE RELOCATED AS PART OF BID ITEM I SHALL BE DONE IN ACCORDANCE WITH STD. N°. 701 SAWCUT 8; JOIN 0 F cn cD 12,1 SANTA ANA WATER, 25' E/0 15" SEWER , 6' EA 4" SO. CAL. GAS , 12' W/�- 4- 4" M.C.D. PAC. TELEPHONE , 57' W/� ( JUNE 1973) STREET H c7 12 "SANTA ANA WATER, 43' NA 8 °SEWER, 57'N /i 42" R.C.P STORM DRAIN, 35' N/9- 78° R.C.P. SEWER, O.C.SD. N2.7, 30' S/0 i 12" COSTA MESA CO. WATER , 44' S/ � 4" SO. CAL. GAS, 48'S /i 4- 4 °M.C.D. PAC. TELEPHONE, 53.5 SAL ��— BURIED TELEPHONE CABLE, 59.5 S /q. �i U H c"u CONSTRUCTION NOTES : N0. DESCRIPTION Ol . REMOVALS , RELOCATIONS AND EARTHWORK :1 El 15" SEWER, 6' E /(. 16 COSTA MESA CO. WATER, 35' EA 0 Lo 0 0 —Z W L) W aW �co 4- 4 °M.C.D. PAC.TELEPHONE, 57'W/:L (JUNE 1973) 18" COSTA MESA CO. WATE R,44' W /q. DRIV WAY II �I Lo N 24" R.C. P � N Z Ld zW - -21 +2301 Lq J W _ 21 "' 22 2 SAWCUT A JOIN U W W 0 =)- V co w 0 o 0 w= CL w ow Z JF I O; W ='a:U_ w W W J:mV NIOa t- a 00 1 �-- SAWCUT & JOIN SOUTH COAST DR. Lu w 3 z z m 0 U Q Ld W F O U u AS BID TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 1 4 OF 21 WAKEHAM AVENUE TO STATION 22 +50 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73- 0 J J r r J �\ r _a m -171 za w a E ON = 1-- p m x >< N� BEAR Q LLJ W _z _= m w STREET w w UO0� C13 w W w Q DRIVEWAY co in U wQ O la- �j�o wQX ZT ira3 I cFi I� U of "� w SCALE 1 40' II z wain w� -- m O = U ol � __ -- O -_-- _,- -- — x O �i � I xO o m II �QS� I — +- -_-_ —_ _ q— —_ —_— ----- m _ -- — co _ --_- -� m —,_- U -cd _ — c7 -- - JZ __ - - - ~ —_ —_— J Fur- F- Jm _ = = -- ~ J __------ __�� - - -- �� - - ro m r I O 0 OR c\j N -_� ------------------ -��- -- b N a' O r _, - -- -- -- _�_ SAWCUT a JOIN m - -- r z " o ii —24 R.C.P. STORM DRAIN II 24 R.C.P. STORM DRAIN —I1 o SAWCUT a JOIN----/ Lo OIN p Ld J Ld _ L0 I I 2,3 24 I 25 In t' N 2i6 27 28 2 N _ _ y1 - — I 22 +80 -p — - - -�+ I - - -28 -- RELOCATE B (� Ld O B m N II BEHIND C � 0) Q11 SAWCUT a JOIN II SAWCUT a JOIN + C C) - - - - -. e M z z i 0 Lp I 34 +65 m of W 34N 35 N _ 0 �I� 1 All Q W 2 r= I `J Z Z 1 z Ld °�� x -Ir ca M'U a MU) = Imo* m I K I 3 rm 2 03 Ld U Z J F �',a a N mo 3;a C15 2 mIU mam �Ia > U U x l x BEAR Uj�m N° w- - w O m I SAWCUT a JOIN SAWCUT a 16° COSTA MESA CO. WATER C. M. P. 24" R.C. P. 48" R.C.P. STORM DRAIN 4 -5" SO. CAL. EDISON Dl 15 SEWER 36" R.C. P. STORM DRAIN N O ok SAWCUT a JOINS 30+80 -- L 30 - - 30 +1 RELOCATE BARRICADE BEHIND CURB SAN DIEGO FREEWAY STATE ROU E 405 II� x �I i -I- -3 W x 18 °H P.C.C. CHANNEL M i II in cb N a) J Z +Q5 o ro cQ� 60° R.C.P. STORM DRAIN lU, ------ - - - - -- —___ —_ - -- — -- 3 LL I_- t -- r. I v m as 3 Ld �T --3' W x 18 "H P.C.C. CHANNEL wi I zo-I r �I oil I W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 J _a LLI Li za w a E ON = 1-- p m x >< N� w Q LLJ VOZ UO0� C13 w W w Q Ld > ) OgZ) O la- �j�o wQX ZT ira3 m m< "� I I SCALE 1 40' Lp I 34 +65 m of W 34N 35 N _ 0 �I� 1 All Q W 2 r= I `J Z Z 1 z Ld °�� x -Ir ca M'U a MU) = Imo* m I K I 3 rm 2 03 Ld U Z J F �',a a N mo 3;a C15 2 mIU mam �Ia > U U x l x BEAR Uj�m N° w- - w O m I SAWCUT a JOIN SAWCUT a 16° COSTA MESA CO. WATER C. M. P. 24" R.C. P. 48" R.C.P. STORM DRAIN 4 -5" SO. CAL. EDISON Dl 15 SEWER 36" R.C. P. STORM DRAIN N O ok SAWCUT a JOINS 30+80 -- L 30 - - 30 +1 RELOCATE BARRICADE BEHIND CURB SAN DIEGO FREEWAY STATE ROU E 405 II� x �I i -I- -3 W x 18 °H P.C.C. CHANNEL M i II in cb N a) J Z +Q5 o ro cQ� 60° R.C.P. STORM DRAIN lU, ------ - - - - -- —___ —_ - -- — -- 3 LL I_- t -- r. I v m as 3 Ld �T --3' W x 18 "H P.C.C. CHANNEL wi I zo-I r �I oil I W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 J W Z U Q Q ZT I I cN � z = = a O � �i � I �, I O `�O J J ro m r I r s RELOCATE B BARRICADE O B BEHIND C CURB lf) + C C) - - - - -. e M z z i i o o Q W 2 r= I `J Z Z 1 z Ld °�� x -Ir ca M'U a MU) = Imo* m I K I 3 rm 2 03 Ld U Z J F �',a a N mo 3;a C15 2 mIU mam �Ia > U U x l x BEAR Uj�m N° w- - w O m I SAWCUT a JOIN SAWCUT a 16° COSTA MESA CO. WATER C. M. P. 24" R.C. P. 48" R.C.P. STORM DRAIN 4 -5" SO. CAL. EDISON Dl 15 SEWER 36" R.C. P. STORM DRAIN N O ok SAWCUT a JOINS 30+80 -- L 30 - - 30 +1 RELOCATE BARRICADE BEHIND CURB SAN DIEGO FREEWAY STATE ROU E 405 II� x �I i -I- -3 W x 18 °H P.C.C. CHANNEL M i II in cb N a) J Z +Q5 o ro cQ� 60° R.C.P. STORM DRAIN lU, ------ - - - - -- —___ —_ - -- — -- 3 LL I_- t -- r. I v m as 3 Ld �T --3' W x 18 "H P.C.C. CHANNEL wi I zo-I r �I oil I W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 I `J Z Z 1 z Ld °�� x -Ir ca M'U a MU) = Imo* m I K I 3 rm 2 03 Ld U Z J F �',a a N mo 3;a C15 2 mIU mam �Ia > U U x l x BEAR Uj�m N° w- - w O m I SAWCUT a JOIN SAWCUT a 16° COSTA MESA CO. WATER C. M. P. 24" R.C. P. 48" R.C.P. STORM DRAIN 4 -5" SO. CAL. EDISON Dl 15 SEWER 36" R.C. P. STORM DRAIN N O ok SAWCUT a JOINS 30+80 -- L 30 - - 30 +1 RELOCATE BARRICADE BEHIND CURB SAN DIEGO FREEWAY STATE ROU E 405 II� x �I i -I- -3 W x 18 °H P.C.C. CHANNEL M i II in cb N a) J Z +Q5 o ro cQ� 60° R.C.P. STORM DRAIN lU, ------ - - - - -- —___ —_ - -- — -- 3 LL I_- t -- r. I v m as 3 Ld �T --3' W x 18 "H P.C.C. CHANNEL wi I zo-I r �I oil I W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 SAWCUT a JOIN SAWCUT a 16° COSTA MESA CO. WATER C. M. P. 24" R.C. P. 48" R.C.P. STORM DRAIN 4 -5" SO. CAL. EDISON Dl 15 SEWER 36" R.C. P. STORM DRAIN N O ok SAWCUT a JOINS 30+80 -- L 30 - - 30 +1 RELOCATE BARRICADE BEHIND CURB SAN DIEGO FREEWAY STATE ROU E 405 II� x �I i -I- -3 W x 18 °H P.C.C. CHANNEL M i II in cb N a) J Z +Q5 o ro cQ� 60° R.C.P. STORM DRAIN lU, ------ - - - - -- —___ —_ - -- — -- 3 LL I_- t -- r. I v m as 3 Ld �T --3' W x 18 "H P.C.C. CHANNEL wi I zo-I r �I oil I W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 W w U a v J Q d J Z d F- Z U w � 0 J W J F- a 3 a w w Y Q M w w 0 w x < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 < F 0 Jm Op w cc a iD O z F 0 OD M N ° STREET m w L0 Lij U mm Z U cd W O J Wrl O FOF W N ryry r w a C v IFI tl U U IO U Q c' ri cr T O trN LLJ -` -_ - - -- - RELOCATE EXIST. 27° C.M.P. —�- - --_ _ -_- -- o SAWCUT a JOIN b. I omi 41+50 --24° R.C. P � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 � w p # a a ;c::: 40 - a 41 _ ,I 42 43 SAWCUT a JOIN SAWCUT a JOIN r) 1—' 7' — 3 �rHDDI COUNTY OF ORANGE CITY OF COSTA MESA -7-_ 44 O Lo Pn C) M z -LLd •�_ JW Ld 2 U) U Ld Q Ld 2(n SAH T 0 I _ - -- CONSTRUCTION NOTES; m m SO. C .A' 7' w 1" M A cWATER, 14 W /Ct NO. DESCRIPTION ? " z J J > > W > U � U U a OI REMOVALS , RELOCATIONS AND EARTHWORK 0 W _ cpi _ _- U a~ a a 16 "COSTA MESA CO. WATER x c N Y 2 S0. CAL. GAS, 6'N /S °i0� 72 R.C. P. STORM DRAIN, 30' N/S U O m �w io 0(D AS BID W- CL TOPOGRAPHY , SUBSTRUCTURES AND REMOVALS SHEET BEAR STREET 5 OF 21 STATION 22 +50 TO STATION 46 +25 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES 73 -1.5 - T, ;�* ��- �_� \/ - <�. _77- 7M- D -co —cD TOP OF Sil OPE- o IM MMME 0 m MM a NN MEM rZI IM ME in ME :--Jm PAM "m tm (-4j C6 0 0 Ica Lu Lc)!cj-cj ,Cla- L0 ILL: CJ • L. co uji S Ne- �2 V) �-,J2�, -4. . N-. 2 FUTURE C.&G 0_7 ai 9 J.S. Cj 12 N SAWCUT 5 JOIN 0 13 97+ 7 13 1- 00 1,001 AND FEATHER d; EXIST C. VD _0 u') AND FEATHER 0 cli c%j z SAWCUT 6 JOIN ul) 30 4-80 Lo (c - / f Ld 26+14.65 32+41.58 BEAR Z Ld ---� _0 _0 BRIDGE FEATHER Lo Lo 30+15 -Cj N EDGE SAWCUT a JOIN oi SAWCUT a JOIN EXIST C.SG.-2 N1 CQ AND FEATHER 8 FEATHER =,7=r, �-, 77.7 Ld -U) CQ c'j 13 FUTURE C. & (n < LJ L TOP OF SLOPE---, Em 35 U) Z 0 P: W U (L LLI U-Jo -01 w1b 0 SLOPE U-cr 00 tol,, cn Lli 0 UJ U, 1� R uj N P u) ILL -041 j 13 �— 01 1 lM + or ,�o In 32 33 34 SAN DIEGO FREEWAY +65 7 STATE /ROUTE 405 co n cz 0 MOH in; N m Mll aiX - LLI + Lu + z Z ro o 15 \ \ 1\ I w 34 +25 w cli C\j W War O < cf) In d Mi Mll w m 0 IMIN 9M MMlll MEN 0 Mum Mill MMME MMMM0 MZ Offil 11111111=1111111M S Ne- �2 V) �-,J2�, -4. . N-. 2 FUTURE C.&G 0_7 ai 9 J.S. Cj 12 N SAWCUT 5 JOIN 0 13 97+ 7 13 1- 00 1,001 AND FEATHER d; EXIST C. VD _0 u') AND FEATHER 0 cli c%j z SAWCUT 6 JOIN ul) 30 4-80 Lo (c - / f Ld 26+14.65 32+41.58 BEAR Z Ld ---� _0 _0 BRIDGE FEATHER Lo Lo 30+15 -Cj N EDGE SAWCUT a JOIN oi SAWCUT a JOIN EXIST C.SG.-2 N1 CQ AND FEATHER 8 FEATHER =,7=r, �-, 77.7 Ld -U) CQ c'j 13 FUTURE C. & (n < LJ L TOP OF SLOPE---, Em 35 U) Z 0 P: W U (L LLI U-Jo -01 w1b 0 SLOPE U-cr 00 tol,, cn Lli 0 UJ U, 1� R uj N P u) ILL -041 j 13 �— 01 1 77 + or ,�o In 32 33 34 SAN DIEGO FREEWAY +65 7 STATE /ROUTE 405 co n cz 0 MOH in; N m co 5-< aiX - LLI + Lu + z Z ro o S Ne- �2 V) �-,J2�, -4. . N-. 2 FUTURE C.&G 0_7 ai 9 J.S. Cj 12 N SAWCUT 5 JOIN 0 13 97+ 7 13 1- 00 1,001 AND FEATHER d; EXIST C. VD _0 u') AND FEATHER 0 cli c%j z SAWCUT 6 JOIN ul) 30 4-80 Lo (c - / f Ld 26+14.65 32+41.58 BEAR Z Ld ---� _0 _0 BRIDGE FEATHER Lo Lo 30+15 -Cj N EDGE SAWCUT a JOIN oi SAWCUT a JOIN EXIST C.SG.-2 N1 CQ AND FEATHER 8 FEATHER =,7=r, �-, 77.7 Ld -U) CQ c'j 13 FUTURE C. & (n < LJ L TOP OF SLOPE---, Em TOE DF SLOPE (Z a- TOE OF SLOPE a i SEE CROSS SECTIONS SEE CROSS SECTIONS co 00 0 U-) Loci cn c) miu) -FAX z MW Z at C S Ll + w 0� z I-:! LL 1" 0 1.'�l I a-i W z 0 rn 11 � 0 1*1 z �'j 0 2 0 i 0 O; Lo UNJ uj Z w U) N10 w oul + o 5z o- (n 0 z r- 'T1 z w o 0 J. C15 0 SCALE: 1 40' CONSTRUCTION NOTES 0+1, 1 - v 1t o u w Ww +- "i 0 NO. DESCRIPTION ola-,Q- r,): a: pw :,f AS BID TYPE 'C-8' PC.C. CURB AND GUTTER PER STD. N2. 302 LL: C.B. N2. 2, V = 3.50' a L.D. N° -.4 PER STD. INS. 2-DI62 li 2-D415 x w PL ' AN AND PROFILE OF @ P. SHEET 18" R.C. , 1500D ♦ 8 OF 21 0 @ J.S. Ns.2, PER STD. N2. 2-DI12 BEAR STREET @ 12 11 A.C. PAVEMENT ON NATIVE SOIL WITH S.C.-250 PRIME COAT 90056' 04" STATION 23+50 TO STATION 35+00 PLAN R -30' VARIABLE THICKNESS A.C. OVERLAY NUMBER L ----47-61' CITY OF COSTA MESA 1327 T 30.49' DEPARTMENT OF ENGINEERING SERVICES -- - 7117h 35 U) Z 0 P: W U (L LLI U-Jo -01 w1b 0 SLOPE U-cr 00 tol,, cn Lli 0 UJ U, 1� R uj N P u) ILL TOE DF SLOPE (Z a- TOE OF SLOPE a i SEE CROSS SECTIONS SEE CROSS SECTIONS co 00 0 U-) Loci cn c) miu) -FAX z MW Z at C S Ll + w 0� z I-:! LL 1" 0 1.'�l I a-i W z 0 rn 11 � 0 1*1 z �'j 0 2 0 i 0 O; Lo UNJ uj Z w U) N10 w oul + o 5z o- (n 0 z r- 'T1 z w o 0 J. C15 0 SCALE: 1 40' CONSTRUCTION NOTES 0+1, 1 - v 1t o u w Ww +- "i 0 NO. DESCRIPTION ola-,Q- r,): a: pw :,f AS BID TYPE 'C-8' PC.C. CURB AND GUTTER PER STD. N2. 302 LL: C.B. N2. 2, V = 3.50' a L.D. N° -.4 PER STD. INS. 2-DI62 li 2-D415 x w PL ' AN AND PROFILE OF @ P. SHEET 18" R.C. , 1500D ♦ 8 OF 21 0 @ J.S. Ns.2, PER STD. N2. 2-DI12 BEAR STREET @ 12 11 A.C. PAVEMENT ON NATIVE SOIL WITH S.C.-250 PRIME COAT 90056' 04" STATION 23+50 TO STATION 35+00 PLAN R -30' VARIABLE THICKNESS A.C. OVERLAY NUMBER L ----47-61' CITY OF COSTA MESA 1327 T 30.49' DEPARTMENT OF ENGINEERING SERVICES -- - 7117h -01 TOP OF SLOPE Lo -041 j 13 �— 01 1 77 + or ,�o In Z +65 7 t-1 ci co n STREET 15 \ \ 1\ I w 34 +25 w cli C\j W O < cf) In d TOE DF SLOPE (Z a- TOE OF SLOPE a i SEE CROSS SECTIONS SEE CROSS SECTIONS co 00 0 U-) Loci cn c) miu) -FAX z MW Z at C S Ll + w 0� z I-:! LL 1" 0 1.'�l I a-i W z 0 rn 11 � 0 1*1 z �'j 0 2 0 i 0 O; Lo UNJ uj Z w U) N10 w oul + o 5z o- (n 0 z r- 'T1 z w o 0 J. C15 0 SCALE: 1 40' CONSTRUCTION NOTES 0+1, 1 - v 1t o u w Ww +- "i 0 NO. DESCRIPTION ola-,Q- r,): a: pw :,f AS BID TYPE 'C-8' PC.C. CURB AND GUTTER PER STD. N2. 302 LL: C.B. N2. 2, V = 3.50' a L.D. N° -.4 PER STD. INS. 2-DI62 li 2-D415 x w PL ' AN AND PROFILE OF @ P. SHEET 18" R.C. , 1500D ♦ 8 OF 21 0 @ J.S. Ns.2, PER STD. N2. 2-DI12 BEAR STREET @ 12 11 A.C. PAVEMENT ON NATIVE SOIL WITH S.C.-250 PRIME COAT 90056' 04" STATION 23+50 TO STATION 35+00 PLAN R -30' VARIABLE THICKNESS A.C. OVERLAY NUMBER L ----47-61' CITY OF COSTA MESA 1327 T 30.49' DEPARTMENT OF ENGINEERING SERVICES -- - 7117h O O COUNTY OF ORANGE + 00 /TY OF COSTA MESA U) of BEAR W H Z W J W 2 � � W Q W 2� ^F. L. TOE OF SLOPE SEE CROSS SECTIONS �I N a TOP OF SLOPE SAWCUT a JOIN AND FEATHER FEATHER EDGE SAWCUT 8JOIN AND FEATHER TOP OF SLOPE TOE OF SLOPE SEE CROSS SECTIONS F. L. EXIST. R/W EXIST. R/ C. B. N2. 3, W = I O', CONSTR. TYPE I CONCRETE BLOCK m I V= 4.0', L.D. N°. 4, C.F. 9° m RETAINING WALL AROUND P.C.C. INLET 5 L.F. 24 R.C.P. 1250D PAD PER L. A.C. R. D. STD. N°- .48 -03 t z HEIGHT VARIES FROM I -6 TO 4 -0 a ° m > w W LL SEE DETAIL ON SHEET N °O -.2 x v' a m' I—J D 0 I 'o� a L4J CL � Z —� H J � j wo x w�a cw� �u TOE OF SLOPE S F.L. ro 3. w t - °x °r ,i zcr w SEE CROSS SECTIONS + c3 o — N0 F m 0 m :D w It °' II u'— N',w ca �a tr + 3 III �'? N F U u- �27 C.M.P. v +3 �� v a w I I — = =4i�ff ��—� TOP OF SLOPE' "w NEW R/W SAWCUT aJOIN-- AND FEATHER SLOPE "--�, i TOE OF SLOPE a FL. SEE CROSS SECTIONS EXIST. R/W ET mF U:� 1 11 aix wl° L-)J IOD N 3 v — ----------------------------- - - - - -- — - - - - -- COUNTY OF ORANGE CITY OF COSTA MESA cli v v rn N 14 (0 EXIST. rt FUTURE Ot N M N JOIN 24" R.C.P. mIm II U C� 2 Iry w it II °x x CONSTRUCTION NOTES c� +� 0t'o NN NO. DESCRIPTION _i It i II +3 O TYPE 'C -8' P.C.C. CURB a GUTTER PER STD. N-°. 302 Cj a� +1 v O7 C.B. N2.3, W =10' a L.D. N2.4 PER STD. N°. 2 -D163 a 2 -D415 a C.B. N2.3, W= 10, 8J M.H. N2. I , PER STD. N°. 2 -D102 7 - V= 4', L. D. N2. 4,C.F =9" 11 24" RC.P. 1250 D 10 L.F. 24° R.C. P. 1250 D 13 12" A.C. PAVEMENT ON NATIVE SOIL WITH S.C. -250 PRIME COAT 14 6" A.C. PAVEMENT ON NATIVE SOIL WITH S.C. -250 PRIME COAT 15 VARIABLE T'- .ICKNESS A.C. OVERLAY 16 TYPE 1 CONCRETE BLOCK RETAINING WALL PER STD. 48 -03 vF 0 in z mo + U� a d5 U I0 z w PLAN AND PROFILE OF BEAR STREET STATION 35 +00 TO STATION 46 +25 CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES AS BID SHEET 9 OF 21 PLAN NUMBER 1327 73 -LE) V 73 -1.10 j J �� _ ..::tic;. .. .. .. ,.. .. . .. . _. ,... 73 -1.14 V -�- HORIZ. I = 10� HORIZ. I "= 10� SCALE VERT. 111= 2� air -.E> IN .2. u IRb "esi.. �etC:N6 Cf91n - �^ IJ C6022 2EC1!ON i0 X 10 ✓//- C C91-322 2ECi!0N 10 X 40 irt�,.�� 21VN 0V80 C� Ii -E hi - -..0 100 90 80 70 60 50 40 30 20 10 CL 10 20 30 40 50 60 70 80 90 100 i I ' 36 ± 00 1 j i 1 i I - 54 1 i : -�- I i { _`- - 5 +00 i i ! f ;. AS BID 1 CROSS SECTIONS OF SHEET -- - - - - -- BEAR-- - - - --STREET 190E 21 STATION 35 +00 TO STATION 36 +00 PLAN NUMBER CITY OF COSTA MESA 1327 DEPARTMENT OF ENGINEERING SERVICES T5 -1.19 HORIZ. I "= 10' ! ' I 44 +50 *2 A 1 I j I � I AS BID I f _ CROSS SECTIONS OF I j SHEET 4 ( 41 +00 ! 1 21 CF 21 ' a 1 R _ � - - -�-F� - � -ST-� E-E I - � I STATION 41 +00 TO STATION 46 +00 PLAN CITY OF COSTA MESA NUMBER DEPARTMENT OF ENGINEERING SERVICES 1327 73- �.2� V r S r