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HomeMy WebLinkAboutT_6032_S- \ COND~CTOR SCHEDULE AWG #14 #10 \ CIRCUI~ / ¢4 I ¢5 ' I ¢4P ¢6P \ 2 PPB \ ¢4 PPB ¢6 PPB \ PPB COMMOl'J !SNS ., / SPARES I , TOTAL SIG. COMMON LUMINAIRE TOTAL EX. ¢2 CONDUIT RUN 3 6 2 4 @ 2 4 1 G) 1 2 1 1 1 3 1 2 G) G) 2 3 3 . 3 6 @ @ 8 15 10 43 13 1 1 1 2 G) 2 2 4 3 3 1 • DLC ¢4 1 1 4-#1 8 f-!:_:_----+--'----11----'-+--+-c:=---+r-=c-+---===-+--- ¢5 G) G) CD NEW f-'-¢_6 ____ --t---+--+---+-3-+--+---+-- 2D~~Sf----'T_O_TA_L ___ -+--2-+_2-+-+--5-+--+---+-~ TYPE ·s· INTERCONNECT 12 PR. #22 CONDUIT SIZE • N 2 • N ....... N @ = DENOTES NEW CONDUCTORS -- BCR - -- - - "' 0 ;u T.C. C --o- / / \--E . I• /' c/1 I i I / m I '_ l ____ _J 2 I t NOTE: I '\' "C" shall be 2'-6" unless I ___J_ otherwise noted. 0 f,.-c POLE LOCATION DETAIL (No Scale) -- - POLE NO. (f) (2) Q) (4) (5) @ (J) (8) ,, DETECTOR PHASE -FUNCTION DIAGRAM ■ ' I \ SCJHEDUlLE \ ' VEHICLE AND _J !,_J <l-··-1> PEDESTRIAN -,k MOVEMENT / -PER FUNCTION -' SENSOR NC \CHANNEL DETECTOR I NEMA PHASE /42 ¢2+¢5 OLA ' ¢5 ¢6 DESIGNATION I\ ' 1 1-02 . V 2 2-!)2 , 1 I !' 3 3-!)2 4 1-05 I 1 1-1'\6 I 2 2-!)6 COORDINATED \ ' \ FUNCTION • • I • • \ I \ i ' • DETERMINED BY MASTER \ !· ! COMPUTER DURING \ ,·, \ COORDINATED OPERATION \ 12+\51 I 2 + 61 14 + 5 OLI \ \ \ ( 2 \ \ SEQUENCE WITH CALLS ON ALL PHASES 3 3-!)6 4 1-04 ■ ALL CHANNELS HAVE DUAL SYSTEM SAMPLING/ CALL HOLD CAPABILITIES DETAIL "A" CAMPUS fill EXISTING R34 INSTALL R41{RT) ')' I I ' I I ! I ; AIR,PORT ENTRANCE 14' 16' ------t.;-1/2"C, 4DLC -~ '\_INSTAJ,,,L1 R96 & \__ 6 -- R96B(RT) £ ® ® i------=2'-/'~.,.1 ____ ""5'!_' ------I 5 [I] -- SIGNAL STANDARD LU MIN AIRE MAST ARM TYPE SIZE/TYPE SIG. LUM. 19-2-70 30' 15' 250W HPSV 15 -12' 250W HPSV 1-A-7' --- 15 -15' 250W HPSV (El 29-5-70(N 55'(N) 15' (N) 25DW HPSV (R) 18-3-7D(R) 20' -- PPB POST N = NEW R = RELOCATE EX. HARDWARE M = MODIFY EX. HARDWARE 2 1 /2" C, 3DLC PULLBOXES @ 175' MAX. POLE SCHEDULE SIGNAL MOUNTING I.S.N.S. VEHICLE PEDESTRIAN POLE MT'G MAST ARM • SV-1-T MAS SP-1-CS -SV-1-T -- ---TIP-1 -SV-1-T -SP-1-CS •• (R) SV-2-T (M) 2-MAS )Rg 1-MAS N SP-1-CS(N) • SV-2-T MAS - • = Campus Dr •• = John Wayne Airport PEDESTRIAN PUSH BUTTON REMARKS PHASE TYPE QUAD ---EXISTING -TO REMAIN 6 B s EXISTING -COMPLETE 6 B s INSTALL PED. HEAD 6 (E) e B s EXISTING -TO REMAIN 4 B (N) E NEW POLE [I] 2e B N RELOCATE COMPLETE 4 B(N) w NEW • BIKE PPB - - . \ ~ [IE] ~ ~_;! ¢4+,05 OLB * . - - POLE LOCATION E B 12' 12' 12' 4' AS SHOWN AS SHOWN 14' " j, \ co - C ~ 1. GENERAL NOTES ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO SECTION 86 "SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATION DA TED JANUARY, 19~2. AND STANDARD PLANS DATED JANUARY, 1 S'iZ. AND MOST RECENTLY REVISED. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION. 3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE MADE BY A SEARCH OF THE 4. 5. 6. 7. 8. 9 . RECORDS; HOWEVER, NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES OR THAT THE· LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD. CALL "UNDERGROUND SERVICE ALERr' 1-800-422-4133. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION .• NO PULL BOXES SHALL BE LOCATED IN OR WITHIN 1' OF ANY WHEELCHAIR RAMP. ALL PULLBOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED ON THE PLAN. ALL NEW VEHICLE HEADS SHALL USE 12" LENSES. GLASS EXCEPT FOR PV HEADS. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL. LENSES SHALL BE ALL DETECTOR LOOPS SHALL BE 6'X -6' SPACED 10' IN DIRECTION OF FLOW OF TRAFFIC. FRONT DETECTOR SHALL BE 3' INTO CROSSWALK UNLESS OTHERWISE NOTED ON PLAN. ALL CONDUIT SHALL BE 2 1/2" UNLESS OTHERWISE NOTED ON THE PLAN. ' -DRIVE EXISTING ---------------.........._____ --2" C, 12 PR, #22 TO MAC ARTHUR - I .........._____ ---- r-- ----- ----- .. ---------- ABANDON EX. LOOPS (3) --- -------------------------------------------------------- -------- ----- ----- CONSTRUCTION NOTES r:;-i REMOVE AND SALVAGE EX. TYPE 19 POLE L!.J TO EMA YARD. · REMOVE AND REUSE SIGNAL HARDWARE. FURNISH AND INSTALL 1 VEH. HEAD (MAS), II] EXISTING MUL Tl SONICS TYPE 820A CONTROLLER ASSEMBLY IN TYPE "p" CABINET. [l) EXISTING TYPE Ill-BF SERVICE ENCLOSURE COMPLETE. INTERIM PEDE:-STRLAN CROSSING - -.............. CONTRACTOR SHALL FURN!~ AND INSTALL PED HEADS, PPBS, PPB POST AT LOC (2J , CONDUCTORS AND MODIFY CONTROLLER OPERATION TO PROVIDE FOR INTERIM ¢4 PED CROSSING PRIOR TO COMPLETION OF T.I.C. TENANT PARKING LOT. N ~ I ti:'. <( w C) z <( CY 0 LL 0 >-1-z :::> 0 u z 0 I-<( u w u z <( er::: 1--z w LL 1-- 8 er::: ::i! 0 _J Q_ ~ er::: (!) V) <( u '---.. Li: • LL O'.:'.: <( g:: 0 (/) ::) Q_ 2 <( u Chief >-m ., C 0 ., > Q) ct: 'E >-C/) .. . Q) -0 Cl .. "O .Y. ..c u 0 --, fJ) .. C ;!: 0 L. Cl 0 fJ) :::; .. C Ol ., Ql Cl S??fgpto;J; To: (L/, #'f:, ( Plan No . Sheet C-25 of 4J t. /';. }-' , i; ,' \'~ ;•~ -" ., -,.: -' •' _.,_·,J '. >•:"·t ,., ,/ ,,.,,-.--' -~~ -• .,.,~ --~; ';-, _.,. / CONDUCTOR SCHEDULE* * = INSTALL NEW COJ'IDUCTORS • COMPL£TE RUNS AW<; CIRCUIT /1\ 2 /,\ /';;,. l/5\ $!1 3 6 ¢2 3 3 3 ~ 3 3 ¢4' 3 3 6 3 ¢5 3 3 6 3 ¢6 6 3 ¢7 3 3 6 6 #14 ¢8 3 3 6 3 ¢2P 2 2 2 114P 2 2 4 2 l16P 4 2 ¢BP 2 2 4 2 ¢2 PPB & BPB I , 3 3 114 PPB & BPB 1 3 1 ¢6 PPB &: BPB 2 2 11B PPB & BPB 2 2 3 , PPB COMMON I , I 2 1 I.S.N.S. 1 1 1 2 , SPARES 3 3 3 B 3 TOTAL 24 14 38 77 30 SIG COMMON 1 1 1 2 , /110 LUMINAIRE 2 2 2 2 TOTAL 3 3 3 2 3 ji!1 , 1 112 6 6 113 2 2 2 DLC 114 5 5 2 PR. ¢5 *"· , 1 ¢6 6 6 ¢7 2 2 ¢6 5 5 5 TOTAL 7 14 28 14 12PR #22 INTERCON. 2 3 4 I • . ~l::. ,._ ~ ½$ • CONDUIT SIZE I°" ,-" ~ "' -, "' .!. -------------- 1/a\ 3 3 3 3 3 2 2 2 I 1 1 3 27 , 2 3 , 6 7 1 • " l/1\ I/\ I/\ • 3 3 2 1 1 , 1 3 15 , , , 6 7 ~ -N "' 0 ;;u TC. . C. o-----i ---OT ~/~E : -Ej / I I ; I 01 I / I / m I 2 1/2"C, 3 DLS's---~, I--1 _______ J BCR I i NOTE: I 'f "C" shall be 2'-6" unless· ,j __l otherwise noted. \.-c POLE LOCA]ON DETAIL (No Scale) MAC ARTHUR g7 ------------------------===- N w----- \ \ \ \ \ \ ~~ ?J EX. 1 1/2"C, INSTALL NEW 12 PR. #22 LC. TO BIRCH. ST. .. -- GENERAL NOTES 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO SECTION 86 "SIGNALS AND LIGHllNG" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATION DATED JANUARY, 1 gq'Z,. AND STANDARD PLANS DATED JANUARY, 19'il. AND MOST RECENTLY REVISED. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL MAINTAIN TRAFFIC OPERATIONS AT ALL TIMES. - 3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE MADE BY A SEARCH OF THE RECORDS; HOWEVER, NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD. CALL "UNDERGROUND SERVICE ALERT" 1-800-422-4133. 4. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. 5. NO PULL BOXES SHALL BE LOCATED IN OR WITHIN 1' OF ANY WHEELCHAIR RAMP. 6. 7. 8, 9. ALL PULLBOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED ON THE PLAN. ALL NEW VEHICLE HEADS SHALL USE 12" LENSES. LENSES SHALL BE GLASS EXCEPT FOR PV HEADS. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL. ALL DETECTOR LOOPS SHALL BE 6'X 6' SPACED 10' IN DIRECTION OF FLOW OF TRAFFIC. FRONT DETECTOR SHALL BE 3' INTO CROSSWALK UNLESS OTHERWISE NOTED ON PLAN. ALL CONDUIT SHALL BE 2 1/2" UNLESS OTHERWISE NOTED ON THE PLAN. SENSOR NO 1 2 3 4 INSTALL 2 1/2"C, 4-DLC'S, 2 PR. #22 I.C. - DETECTOR CHANNEL DETECTOR SENSOR NO CHANNEL 1 1 -¢2+ 1 2 1 -¢2• 2 6 -¢2 5 3 3 4 1 -¢5 4 1 1 -¢6+ 1 2 1 -¢6 • 2 3 6 -¢6 6 3 4 1 -¢1 4 1 1 -¢4 + 1 2 1 -¢4• 2 4 -,04 7 3 3 4 2 -,07 4 1 1-;'ls+ 1 2 1 -¢8. 2 8 3 5 -¢a 3 4 2 -¢3 4 SCHEDULE ■ DETECTOR SENSOR NO CHANNEL DETECTOR 2 -¢2+ , 4 -¢2+ 2 -¢2• 2 4 -¢2* 2 -¢6 + 9 3 4 -¢6 + 2 -¢6 • 4 4 -¢6. 2 -;'l4+ 1 5 -;'l4 n~, ,v 2 -;'l4• 2 2 -Jl7 2-;'l8+ 10 3 5 -Jl8 2 -¢a• 4 2 -Jl3 3 -¢2+ , 5 -;'l2 3-;'l2• 2 5 -Jl6 3 -¢6+ ,, 3 SPARE 3-/jS• 4 SPARE 3 -¢4+ 3-¢4• • = SYSTEM SAMPLING, NO CUTT' 3 -¢a+ TO PHASE + = CALL EXTENSION CAPABILllY 3-0°B• ■ SENSOR UNITS SHALL BE RACKED MOUNTED WITH INTEGRAL TIMING CAPABILITIES PER CHANNEL ( CALL HOLD: 0-5 SEC. MINIMUM, CALL DELAY: 0-30 SEC. MINIMUM). UT LOOPS w \ \ ,.. \ \ \ 1 \ W' \ \ SERVICE POINT. \ \ \ w ~ T % 04 t-i ';t. \ \ \ \ \ \ I ' ,z• 13' V/>.R, \ POLE SCHEDULE STD. NO. SIGNAL STANDARD LUMINAIRE SIGNAL MOUNTI~GS PEDESTRIAN PUSH BUTTON POLE LOCATION TYPE MAST ARM SIZE/TYPE .S.N.S VEHICLE SIG, LUM. POLE MT'GMAST ARM EDESTRIANPHAS TYPE QUAD REMARKS E B C G) A 40' 26-4-70(E) 15' 250W HPSV * SV-1-T 2 -MAS SP-1-T 6 8 SE 8' 2.5' 1-A-lO'(E) A 55' 29-5-70(E) 26-4-70(R) 45' 15 (N) 29-5-70(N) 55' 0 15 (N) E = EXISTING R = RELOCATE RR= REMOVE AND REUSE A = SPECIAL BASE 3 #6 EDISON SERVICE ONLY EX. TYPE Ill SERVICE,[Il 15' 15' 15' 15' 15' 2"~ 12 PR. #22 I.C. TO AIRPORT EN 1t1ANCE SERVICE 02 \ , . LOOP TV-2 250W HPSV ** SV-3-TB 3 -MAS 250W HPSV * SV-1-T 2 -MAS 250W HPSV SV-1-T N N 250W HPSV •• SV-1-T 3 -MAS (RR) (RR) (RR) (RR) 250W HPSV SV-2-T (N) (N) * -Mac Arthur .. -Campus PHASE VEHICLE AND I .. PEDESTRIAN ◄•• MOVEMENT PER FUNCllON NEMA PHASE 111 j12 DESICNA110N COORDINATED • • FUNCllON • DETERMINED BY MASlER COMPUTER DURING CO ORD I NA TED OPERATION 1 + 5 SP-1-T SP-2-T SP-1-T SP-1-T RR SP-1-T (RR) SP-1-T (RR) 6• B• SE• 8 8 SW e• B• sw• 2 8 B B SE SW 2 B NW 2• B•(N) NW• 4 B (N) NE 4 B (N) NE 4 • B•(N) NE 6 B (N) SE 8' ASS OWN 8' 6' 19' 21' • = BIKE PUSH BUTTON/SIGN FUNCTION DIAGRAM ~ +.., J ◄•► '► .. • 113 114 115 116 ¢7 • • • • • 2 + 6 3 + 7 SEQUENCE WITH CALLS ON ALL PHASES RELOCATE C,ill(1PLETE SEE NOTE L±J NEW POLE SEE NOTE@] NEW POLE SEE NOTE@] NEW POLE SEE NOTE@] t+ • 11a • 4 + 8 BLVD. --COUNTY OF ORANGE CITY OF IRVINE I \\ \ I 11 \ - I I I r-,-, \11 11/;,g I\ LLJ I IT,-v i I r-,-, "' --- I I I I I lSl I ' LI_, I i->s I') _ 260' TO I r-,-, <0 --- BCR : I I I 'f \ L.1-.1 (\J --;, - ) ~-----Jr-,-, '° --- Ir"' - LI-Jj_ ----- -------=====:::::----::::::::: .::::::: ----- --- ---------- --STALL NEW 12 PR. #22 I.C. --TO DOUGLAS I :SC STOP BAR.__¥-~ DIRECTION OF TRAFFIC LOOP DETAIL I~--2 1/2"C, 3 DLC'S NEW 12 PR. #22 CJ ::0 • ~EX. 12 PR. lf19 ...___._ 2 1 /2"C, 12 PR #22 (NEW) TO MARTIN [}] , CONSTRUCTION NOTES [TI FURNISH AND INSTALL NEW MULITSONICS 820A SYSTEM CONTROLLER ASSEMBLY INCLUDING 44 LOOP DETECTOR CHANNELS, COORDINATION TELEMETRY, INTERCONNECT CABLE TERMINAL BLOCK (4-12 PR. CABLES), AND TELEPHONE UNIT COMPLETE IN TYPE "p" CABINET. REMOVE AND SALVAGE EXISTING CONTROLLER/CABINET TO APPROPRIATE AGENCY AND REMOVE EXIST, CONTROLLER FOUNDATION COMPLETE. IT] RELOCATE & REUSE EXIST. TYPE Ill SERVICE. REPULL WIRES. NO SPLICES ALLOWED. [}] INSTALL 2 1/2" INTERCONNECT CONDUIT AND INTERCEPT EXIST. INTERCONNECT CONDUIT 100' WEST OF MARTIN. REPULL NEW 12 PR. #22 CABLE. (I] REMOVE AND RELOCATE EX. POLE COMPLETE. REMOVE EX. FOUNDATION, @J REMOVE AND SALVAGE EX. POLE COMPLETE. REMOVE EX. FOUNDATION. DELIVER SALVAGED EQUIPMENT TO APPROPRIATE AGENCY, REUSE EQUIPMENT FROM SALVAGED POLE AS SHOWN IN POLE SCHEDULE. w C) z <( 0::: 0 l.J... 0 >-1--z :::) 0 u z 0 I-<3'. u [i: 0 0 ~ _J <3'. z Cl (/) u Li.. LL <3'. 0:: I- • 0 > _J CD, 0::: :::) :r: 1-- 0::: <(- u <( :;E @ • 0::: 0 (/) :::) a.. :;E <( u Plan No. Sheet C-26 of 4,1 >-ID Ill +-0 Cl ., C 0 ., > Ill e:: , c >-. V) 0 (J) -..... ·co -::::.. " .. (I) +-0 Cl .. cl ~ .s::. u 0 --, (11 -..... 0 (11 ::. .. C 3: 0 L. Cl 0 (11 ::. .. C 0) ·-., Ill Cl / I I I I I I I . rn . (J) I I I I I I • rn . z I I I I I I I z _I_ --- I L J_ _I -----. 1- ----------- ----------I ~ ----------------- =============== ----------------- ----------------- -----~--------~-------! ~ 4 ' _____ s ________ ------Ji'! -----~---=------,r----~ -----;-------------rn --e--f--------7 1--- 14 ------7 - - - - - = • e T-7 ___ !J ::i-),scr -r I l"'l I f'- 1 I I I . 0:::: . (J) I I I I I I I ' LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING I • 1 • I I ;2 I I lei I __JI 1(/) I. o I I I ~-~ I I I o:: 1 m I I I PER CALTRANS DETAIL NUMBER. SANDBLAST /REMOVE CONFLICTING NOT REMOVED BY IMPROVEMENTS RELOCATE SIGNS AS SHOWN CATTRACK 1' WITH 10' GAP 4" WHITE ~ CAMPUS \ ~ ~1;A R2B • • R61(S) DRIVE t I : I I I I I I I I I I I I "-._ ~ R41 ~--=-L _::. ·_y___--'C --:__r_---"""""" __ --.,,-_ _ :y-_ .-_.:y---_ ::y < R28 I "'t - -~ 7 - -_r - -----_'\\__,_,_ ~ :_: ::.J _: ::_~--::_:y-,..,,,-- ---~-~ "t----------------------------------~-------- - - - - ------------- - -----~ ----~_-::_::-_ ~------------------------------------------------------------------------------------- 1 t--------- 1 ,------------------------ ~----------------------------------------- ~--,:-----~------~7 --;...--- - ID w a:: (£) W(I) "' a_w + <(z s:t 1-::J -z ,-W <( <!lZ I-W<( (I) ID ..J ' • I I . -- REMOVE TEMP. - STRIPING - ,,__ R2(45)., -r V I ,,'\. I fil'I • ~ IN - --R28 ---- ---+- ' -------- fill WITH RELOCATED- POLE P,!',INT 4 SOLID WHITE -- --+----+---' 20 C~UNTY OF ORANGE cm-oF NEWPORT BEACH - v"'-- ----- - - - (/) a:: ID I ::. <( u w (.'.) z <( n::: 0 !J... 0 >-1--z =:) 0 u z <( _J c.. C) z c.. ~ (/) ~ C) z z C) li5 PE s w > 0:: 0 (f) ::) 0.... 2 <( u ~ry To: Plan No. • Sheet C-27 of -4· I >-CD Q) -a a II) C 0 ·-II) ·-> II) c:: . E >-VI 0 ~ 0 '-Ill .. Q) -a Cl 0. (/) ::. 0 -, U) C ?; a ._ 0 0 (/) ::;;: .. C 0, ' II) II) 0 .. n ---\:~ .--~ _._ ,.,. .__,.; t· __ •·.. ::>'? t. ', ··•' .. V t •. J. I • CAMPUS DR. _________ 'cQ... ___ • ___________________________ _ . ~ ~ "' ~ LI) ~ -------0 ~ 43 n ~ + 42 44 "' ----------:+----------------~ "' ~ ------:r3.:Rz!i ---=------___ -_---@ ,j R28 ------- -----25 - 1-.. & 9::< o'{" &~ -------E r o -CJ) t---------~---------------------------------------- COUNTY OF ORANGE 49 50 --- w n 46 z 47 48 ----Y$ ~ __J -I "' + 0 ~ r . v <( ~ :::0 "' FR28 ~ ~ ~ I --~ INSTALL R28 SIGNS AT 200' (APPROX.) INTERVALS TO MAC ARTHUR BL. TYPICAL 22 IN ® IN v R28 ~ J CAMPUS ------- -- 38 INSTALL R28 SIGNS AT 200' (APPROX.) INTERVALS TO BRISTOL ST. NO. TYPICAL IN -R28 ct: .::> ~ ct: "( (__) "( ~ ~~::-:-=====--~=--~=cc--CITY OF NEWPORT BEACH -_ --~2 ---- I I I I I 4 I I I I I ------:::::::::---_ -~ ::::::::---_ . CKt1 ~ ~~:::::::,,~~~~ ---------~----=-~-;-~--~~=~:~:-~;-~=;~~~~---=-~~;~--r---!~_-=;__ -~----------,..____ v IN DR. 38 . 38 CAMPus RELOCATE EXIST. BUS SHELTER AND SIGN PER O.C.T.A. STANDARD ,A.ND AS .Sf-101,.Jr-J o,i ~I c-.,; LEGEND ®-.~ INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. @ INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. ,. INSTALL PAVEMENT ARROW AS SHOWN. @ SANDBLAST/REMOVE ~ REMOVE AND SALVAGE fill RELOCATE SIGNS AS SHOWN ,. @) CA TTRACK 1' WITH 1 O' GAP 4" WHITE AHEAD INSTALL PAVEMENT LEGEND SIGNAL ® 12" WHITE CROSSWALK OR LIMIT LINE. @ 4" WHITE EDGE STRIPE. 9 29 -----:/-. ------ AIRPORT PKG. INFO. SIGNS ------:✓"'-.. f, R28 -N ~----""""' !fl/A-I (AT 8At:K t!r NALi<) 16 - AIRPORT PKG. INFO. SIGNS w C) z 0 <( 0 0 O'.'.'. 0 + 0 LO v -< LL r 0 CJ) w z >-_J I I-0 r z <( :;:; :::) 0 0 ~ ~ ~ \ ES w 0 0 > 0 z ~· <( 0:::: a, -' Q. u:, (!) 0 -< z r 0:: CJ) I!: (J) ~ CJ) :) 0 .'II 0 (!) CL 0 0 z 2 + z ~ (!) <( v CJ) <i. u r VJ Plan No. Sheet C-28 of 41 \ >-co II> -+- 0 0 111 C 0 111 > Ol ct: . E >-V) '. II> -+- 0 0 .. "O ~ ..c u 0 -, VJ .. C ~ 0 ... 0 0 CJ) :;:; ' .. C Cl 111 Ol 0 / • • I I I I I I I I I -1- ill (/) . (/) ===============a::::, C18~= = = = -1-1 ~I = = = I I I I I I I I I I • z ill z I- (/) t") f'. . 0::: . (/) i ___ l_ Ill L ---------- ------1 I I I I I I I I _J I I I I I ~ \ R17 R17A CAMPUS ,S) C-14, .,. .., Ito· DRIVE L~-:~--_ L _ --Y 'C --=--I -~ 7 _Rza __ ___y =--=--l -=-~----=--~-1:-~~L(s1-~=:_y~ =_::_:y __ ---- ---+--y__ =-=--~3,_ _________________________________ ~---------~---------------------_5t __ I t----------- 1 r---------- 1 ---------------------------------------------§-------------4-I 14 4 ------------ ____ ~ __ -----,r::---PJ I -----~--------------f=h ;:::: ' ---I ------7 I ------~ ~ -~ - 14 SB CT - - ,-----------. __ --- '--.--;s-- - --,,-----'<:...._______ -0--- -~ - ----= = ~ T = 7 -_:L ~ I I I QREMOVE EX.J \@INSTALL TEMP. I "'5 STRIPING CT I --- n 20 COUNTY OF ORANGE CITY"OF NEWPORT BEACH . - --c,~ --c,7(BACK) STRIPING I I I 3 EB TRAVEL LANES REQ"D • ....I~ I BETWEEN 7-9 AM & 3-7 PM I I <{> u. -'.,: WEEKDAYS. #3 EB LANE MAY 2 ~ ~ I J ~ BE CLOSED AT OTHER TIMES ~ El>-' I I +t:Ji=: + +::,Vl n o::: VJ Ill AS REQ'D FOR CONSTRUCTION. m w x I I ~z>-= J J. '"-:"'wz $~~ j5 ~~o I I VJ~m-w __ .....:._l ___ ___,_ __ ~l---=22~0~·-T~A~P~E~R,_ _______ ~V)+----------------~37~5~•-~TA~P~E~R'----'-T~O_J~O~IN'-'--'E~X~IS~T~.~S~T~R~IP~IN~G.:..._ _____________ ----IV)W-, I I LEGEND ! ; INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CATTRACK 1' WITH 1 O' GAP 4" WHITE DELINEA TOR -SPACED AT 50' UNLESS OTHERWISE NOTED. . _J ~ (/) 0::: ill I I I I J. , CLOSE LANE PER CAL TRANS STD. PLAN MODIFIED T-11 --FOR CONSTRUCTION OF CORNER 1. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CALTRAN"S "MANUAL OF TRAFFIC CONTROLS'" MOST RECENT EDITION. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. 3. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. ' 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 5. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. NOTES j 6. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE; TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. 7. VEHICULAR ACCESS TO DRIVEWAYS'SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. IN ~ ~ Cl I m I u w C) z <( 0::: 0 lJ... 0 >-f-z '.:J 0 0 ( " w z > <C _J 0::: a. _J w 0 0 z g: 0 z w (/) 0 C!) :::) u ;:: u [/) o._ u.. u.. 2 <C Cl'. <( 1--u rovals >-CD (ll +-0 Cl Ill C 0 •-Ill > Cl) a::: E >-(/) 0 ~ .0 "' Ill Cl) '+-· 0 Cl 0 V) ::, .. "O ~ ..c u 0 -, V) .. C ~ 0 ... 0 . Cl V) ::, . . C 0) ·-Ill Cl) 0 S~sfact%Y o: ({.g Fl., ( Plan No. Sheet C-29 of 41 \ I \ ,, ·; ' ,->, ' -, ' ' :~J . '~ - ·' . ·'. ! :.'. l l . L l • ' • • -------------:··--- ' \'. \ \ CAMPUS \ \ . l / IN 49 . -- DR. ------~~---~ --------•• ---· --~·---·---· , /. / / ,,. / / F--....... ~ ------~ --=-2~_ ~ v ---~-~~ ..... ~"-----== --Ftv'= -== ==_:z:, ~~~z~:_-:zz::::: __ _ j CLOSE LANE, PER CAL TRANS STD. PLAN MODIFIED T-11, FOR CONSTRUCTION OF ~ SW CORNER. fiJ r--.. I. :j ff I I REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING STA. 55+60 TO STA. 66+25 !5: /gs• I I ~ ,#5:/~· / // '-'-J ,_'r:; 1 Ii I : II I I 1 O~· I II ff I I I CJ I I f HI/ 1 I I I I I 111/ / j 1 I CLOSE LANE, PER CAL TRANS sm. PLAN r MODIFIED T-11, FOR CONSTRUCTION OF CORNER. I • f I I I / ; • --- I I I 1111 I / .~ I J'bflll /I/ I • I REMOVE EXIST. STRIPING -- ------..- TWO EB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #2 EB LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. • LEGEND INSTALL SIGN AS NOTIED. DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED. INSTALL PAVEMENT ARROW AS SHOWN. SANDBLAST CONFLICTING STRIPING NOT REMOVED BY IMPROVEMENTS. ------- / f :-::::::::-::;, /-,----=-=-{ f ,- J;o f CLOSE LANES, PER CALTRANS STD. PLAN MODIFIED T-11, FOR CONSTRUCTION OF CORNERS. 1. 2. 3. 4. 5. -• ---• ------ ALL lRAFFIC CONTROL MEASURES, CONSlRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSlRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL lRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE lRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. - ..::..::__ -..::..::... 6. 7. 8. ---(()_ ____________ ------------------------ 0 0 -ci N 0 --+ ;,, U') "" ------------------------i --- --- ------ AIRPORT PKG. INFO SIGNS PLACE ON TEMP. POST -- 1::, - +2 ,., +J -+ N --.:..::? - OJ ----- ---- TWO EB TRAVEL LANES REQ'D BE~: f-U1 « ----------=· w z _J I u f-<( :::. --------------------~ ............. __ ....... _ REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING STA. 55-+60 TO STA. 66+25 ' ::::; &' o· c:;; 7-9 AM & 3-7 PM WEEKDAYS. #2 EB .._ ,:::, IN LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. INSTALL TEMP. STRIPING STA. 55+60 TO STA. 66+25 THREE WB TRAVEL LANES REQ'D BETWf;EN 7-9 AM & 3-7 PM WEEKDAYS. #3 WB LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSlRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSlRUCTION RESlRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESlRICTIONS. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONlRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONlRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. AIRPORT PKG. INFO SIGNS PLACE ON TlEMP. POST ', 0 k' .;J w (.9 z <( n::: 0 LL 0 >-I-z =, 0 u w 0 0 > ci 0 z + <( 0::: m _J "' c.. 0 -i _J w f-0 z U1 I!: 0 if) 0 z w f-0 (.!) => (.) ~ 0 0 (.) V) 0.... 0 IL 0 IL 2 + <( ~ I!: <( "" -i u I-V) rovals Plan No. Sheet C-30 ot 4 I >-[Il Ql +-0 Cl ·-Ill > Ql a,: . E >-Vl 0 a, -...... ..... '-..... .. Ql +-0 Cl 0 U1 :a. 0 .., U1 .. C ;!: 0 ,._ Cl 0 U1 :::. .. C Cl) Ill Ql Cl \ .,,,, :>: ·}1'.'~ ' -; '. ,r,; ')~ , • • .. 1 -- CD I (/) I ' ' I I") r--- I • 0:: I • (/) _ [_ _I __ -· ---------------- ================ ----------------- _.,,.,..,.----------------- m[i:t~-: I I I I _J __ -------------------------------0 ------------------,;----------------0 ------------------....... -------------------~- = = ~. @ @) fill @) • = = <O r I I I I = CD (/) I") r--- • 0:: • (/) ' I I I I ='= LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOllED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP' 4" WHlllE DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED. FLASHING ARROW SIGN CD . I z . ___ I z I I I I I ~ I ~, I Cl'.'. I -I . __ J_ .. -- 1 (/) I ~-->-_) <O L -_l_ -------_· 1- -------------.-... . I ~~----·· ~:=------------:-::-~:----=--==-==-4-I _____ g __ -=--=------,r ___ ic.JI ----:--------------~ ------7 1- If) -------7 - - -_· _lL --,-~ T I I I ., ,==== I I INSTALL llEMP.@) I 1 _J 0 f- (/) 0:: CD z • I I I L _J_ _ --1- f- (/) I _-_) ---------_________ , ----------------------I 4 _______________ :ir ___ frJ I =----·-----~-•-----2"~1 1"0' • ~ I ,· __ .., TAPER-----__ _,,1_ - ' I --------7 - --=- -- -1 -1 = __ l L ~ I ~. I I I I I I I") I I I ~ I ~ I ~ (/) I (/) 0:: CD 14 14 .Sl C'-10 ,. CLOSE LANE PER CAL TRANS. STD. PLAN MODIFIED T-11 FOR CONSTRUCTION OF MEDIAN NOSE. • ·,; \ \ \ ] DRIVE ----~,.,-y__ ~ _ --+- ---+------ n 20 COUN1Y OF ORANGE 1_-? £:t~-=--~---"·"'--I _-___j,~_-_-_--------=-=------=-=---_ ------C~ Cl1Y OF NEWPORT BEACH sB@) / > R28 <-< =-+- _ __.,.-+---j...J.~·'---- - \_ REMOVE TEMP. ' ___ _:,...":-----C17(BACK) \ I f I I -I \ I t I I I ... "o• R STRIPING INSTALL 4" IN SOLID WHlllE 3 EB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 3-7 PM WEEKDAYS. #1 LANE MAY BE CLOSED AT OTHER TIMES AS REQ'D FOR CONSTRUCTION. 0 co + <O i 355' TAPER TO JOIN EXIST. STRIPING ! , i I CAMP U S CLOSE LANE PER CAL TRANS STD. R17 • --PLAN MODIFIED T-11 FOR CONSTRUCTION llEMP. STRIPE -' <( <O > . n o >-+ ::.: en Ol wX ..----a::: 4J <( OZ f-Z 0 "' w, DRIVE R17A -~-__ OF MEDIAN NOSE. ____ R61(S) "' R41 ~--~ v--'"'--R28--'""7 --~ -----v-----v ◄ hz5 -- L "\_----------~---=--L---~--=--~--=--~-~ -i_-=-==_r-=--=--~--=--=-~-=--=--_j_: ---=-s-+--.--=-=-=-=-=:::r-=-:=-=--+--___,- I~ ~ . ~ --+-y__~_ / ~---------------------------------~------------------------------------------------- 1 t----------- 1 ,------- 1 14 <-< :sr ,-V 0 co + <O <i. f-en DETAIL FOR --+--- -:£=$ ~ 7--ir ::'1 v_~--~ 71/ --~R2=8 ___ _ 355• TAPER TO JOIN EXIST. STRIPING CLOSURE OF #1 E.B. LANE 1. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDlllON. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISllENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE ----- 20 COUN1Y OF ORANGE CITY OF NEWPORT BEACH --c1T --C17(BA~ @ NOTES 6. EXIS11NG TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERA110N SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. EQUIPPED WlllH LIGHTING DEVICES. ~ 7. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DAllE AND DURATION OF SUCH RESTRICTIONS. 3. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR . 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 5. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. "' ~ 0 I rn I () w (.'.) z ~ a::: 0 LL 0 ~ z ::) 0 u z <( ...J Q. ...J 0 g: z 0 u u LL. LL. <( g: PE s w > 0::: ~ 0 w (J) Cc) ~ ::) (/J Q_ 2 <( u roval Chief • fact?_J;.¼ Ta: . :?_ /r/, Plan Np. Sheet C-31 of 4L >-[D Ill -0 □ (/) C: 0 ·-(/) ·-> Ill a:: ,. E >-(/J 0 Ol '--0 ~ '--<O Ill -0 □ D "' 2 .. " ~ ..c u 0 -:, "' .. C: 3= e Cl 0 "' 2 .. C Cl (/) (I) Cl • ! . , f ''. ,.·1, ' " i-:~, ·, . ,••~ ' 'iJ -·: • • ', ' CAMPUS i:o __ sc:..=v.:: __ _ 21 TEMP. STRIPING ·TO REMAIN -- @) fill @ • AHEAD SIGNAL ------ ES -8 REMOVE TEMP. STRIPING LEGEND INSTALL SIGN ON NEW POST UNLESS OTHERWISE NOTED. INSTALL PAVEMENT MARKING PER CALTRANS DETAIL NUMBER. INSTALL PAVEMENT ARROW AS SHOWN, SANDBLAST/REMOVE RELOCATE SIGNS AS SHOWN CA TTRACK 1' WITH 1 O' GAP 4" WHITE DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED. INSTALL PAVEMENT LEGEND AS SHOWN. \j v ES - IN ct: ~ ~ ct: "'(" (..) "{' ~ 1. 2.. 3. 4. 5. co C> ...JC> co z <z +->- 0, 9= 0 9= v g:; :::e Q:'. w >-. (/) Q:'. (/) <( >-• z co (/) >--3: (/) C> . X W;g w co z co 0 w --, ◄ R26 • • =------49 ========-===..==== N • ------L Rm---io ____ ::sr::-..:.i...._-=..-::::iv'--:_ ------- IN REMOVE TEMP. STRIPING -~ -----~------.,.__ ---------- _________ .]Q_ __________ ------------------- ' i L!l ----------~----------------------------- 42 ;i. ---v 0 ~-;:. - -------====-----44 _Q1_§l_~ -----------+-=-:::::----------~--------l co __ -_-------------,.---------~ - -C17\25 - IN THREE WB TRAVEL LANES REQ'D BETWEEN 3-7 PM WEEKDAYS. #1 WB LANE MAY BE CLOSED AT OTHER TIMES AS RED'D FOR CONSTRUCTION. ..... R10 ES ---------------------8 INSTALL TEMP. STRIPING STA. 43+15 TO STA. 66+25 • 52 -1 co I I ~o r- / I I I I '- I I I I I I I I I I I -/ I I I I I I I • I I I I I I I I I I I I I I I I l j , 111/1/ I I I ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TIEN FEET (10'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. ---------235• -------- --------· REMOVE EX-IS_T __ -7----;-f-'--- STRIPING 8 TWO EB TRAVEL LANES REQ'D BETWEEN 7-9 AM & 11 AM - 1 PM WEEKDAYS. #1 EB LANE MAY BE CLOSED AT OTHER. TIMES AS REQ'D FOR CONSTRUCTION . 8 -- -- NOTES 6. 7. a. EXISTING TRAFFIC SIGNALS SHALL OPERA TE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON . RECALL AT LOCATIONS WHERE LOOP DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. RESIDENTS AND BUSINESSES AFFECTED SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. REMOVE TEMP. STRIPING ..... ..... 8 0 0 ci 0 + • L!l v ~ (/) w z ::; I u >-<( :::e N g:; 0 co "' I{) v w (..'.) z <( 0::: 0 LL 0 >-I-z ::) 0 u w 0 0 > ci 0 z + <( 0:::: 0, ...J "' a. 0 .,: ...J a >-0 ~ (/) g: (J) a z w >-0 Cl :::) u ~ 0 0 (.) (/] Q_ 0 ;;: 0 "-2 + <( ~ ~ <( v .,: 0 >-(/) rove ls >-m Q> +- 0 0 Ill C: 0 ·-Ill > Q> Cl:'. E >-(/] Q> +- 0 .0 .. 'U ~ ,..t: u 0 ul .. C: ~ 0 ... 0 □ (/1 :::e .. C: c» •-Ill Q> 0 PE,,._.c"'V Chief~ sa~c;Jf "'Tl: Plan No. Sheet C-32 of 41 'j • • ., • • 20 10 0 0 ,! • - 20 SCALE IN FEET \\ J.N. 166-'32. 05/06/94 10: 52: 06 FILE =i.l}\ACADDATA\166.21\REV2\C33 . ~ ,r, I \ ' ' , ' \.._,/ 40 / / / f I ' / f '; ,,.,.,.. ......... ,M~C• ~~ /" ~,, -M •• ~.,, I 46.20 FS r / :,z -; \ ;, / LJ -t \ ~ . , . , ' I · \ c,SYMBOL OF ACCESSIBILITY AND _.-/ 1\' ;\ ~-.,:j.'"VAN-ACCESSIBLE" SIGNS PER • 47•40 FS ' ~;\ . i::i;ru: ~4 OF CAL. ADMIN. CODE (TYP)_ / ~' \ 1~ \ • LANDSCAPING (N.IC) _{::,_/ ' • ', 1 \..-,.. ' \ " ' ' '. \ ', \ \ \ _ ,,, ' \STRIPING AND-~ •;· '0 \ lNTERNATIONAL SYMBOL ,', • ·, • OF ACCESSIBIU"N' {D'P.)/ ' PER TITI.E 24 OF CAL:· i ' ADMIN. CODE • \ \. l • ,_ .. ,-~47 147 .00,✓ FS . ,! JOIN FLUSH I I \ / _,r---1 \ \ \ \ I 7 . \ \ \ J ' ' ; i ' .... -'" .. ;:,.;;,,~· ",,,,.~ • 46.00 PROTECT DRIVEWAY.---· IN PLACE .. . k , ·;, .. _.,,, __..,--.. .\.)--· • . . ... . ·~ ::~:= ,-<~~~c •• ~~--- "' q -------------~·~ -' , "' ., .•. :;._;.-,..:::-- · · •-1 Y ., ••• < • --~~--~=:-,•• -~• -~ , .. -' . . . ----~. ~;;--:,.r, . 4:? •, ,,' I -· ~ ~-~~~~ -. J .l_ --l O"I ,.. STRIPING (1YP) \ \ \ \ PROTECT EXIST LIGHT LEGEND -'BLOCK OUT' STRIPING LIMIT OF AC PAVEMENT AND STRIPING -<·....:: ;-.~~-·~•·¼......;~,:--~~-n~---,..,, ---- GENERAL NOTES I t 60 ! f ' f • f ' FOR EARTHWORK AND QUANTITIES CORRESPONDING TO THE T.I.C. PARKING LOT, USE CONTOURS LOCATED HEREON. MINOR ELEVATION DISCREPANCIES MAY BE PRESENT BETWEEN THE CONTOURS HEREON AND THE CROSS-SECTIONS (SHEETS C-8 AND C-9) DUE TO RECENT GRADING ACTMTES AT THIS LOCATION. -. . . _ _ • 0- CONSTRUCTION NOTES REMOVE EXISTING AC PAVEMENT CONSTRUCT 'S' AC OVER 9" AGGREGATE BASE CONST. 4" THICK AC WALK (10' WIDE) TO CONNECT PARKING AREA TO BACK OF WALK. MAXIMUM SLOPE NOT TO EXCEED 8.33%. ALL PARKING STRIPES SHALL BE 4• WIDE WHITE. PAINT AND CONFORM TO A.P.W.A STD. SPECS. FOR PUBLIC WORKS CONST. (GREEN 'BOOK) 1988, SEC. 310-5.6. • I ' r f f f I . I • 0- 0-'BLOCK OUT' STRIPING SHALL BE AT EVEN 3' SPACING, 4" WIDE WHITE PAINT. ©-REMOVE AND SALVAGE EXISTING.· CONCRETE ,WHEEL STOPS AND' INSTALL IN PERIMETER PARKING STALLS AS SHOWN 0~ THE P½N. (':;\_ -INSTALL '2'x6" REDWOOD },!EADER AROUND if>ERIM,ET~ OF PARKING''tOT v.._;-AS SHOWN ON THE PLAN .••• ,. " • • i \ ·, ' . -. -. ; ' ., i ' • ,:,-·•' • • . . ·, ,· ' /.." -, . / I I I ' . [ ,/ I i , / f . / d ' , -r--- f y ~ • .t i i J . ,1 ff .. \ I I I ! ··--- w (!) z <( 0::: 0 ~ z :::::> 0 () (.'.) z z w o· ·--3:. ' . 0 .. -• I- rovals Chie Plan No ... _ GSA 41000-1790 Sheet of \ fl! C 0 ·-fl! '> -a, 0:: . .... C, ~ f. o_ u. C/l . ·-c OI -I'll --~ \ ,, ''} ·-1, • --:-. '\..;'...-,-<-1 ~·::;/\~ • ' -,. • ,.. ;' ,t . ,, . ., ,__ .... a iii .... V) ~ a L,J r:t: V) ~ c5 r:t: w ;;; a. I I ~~ "' -0 J: I ,::: :.:: :.:: u 0.. -, -, '-,., ' >-' BCDI >-ID ~8/ 8 :::J z :.:: ul'1 u ..J (/) l. w <( w J: ua u "' L,J w z 5 z w t; L,J .., 0 r:t: 0.. z 0 8 D::'.: 0 0... tn z ~ I- LL.. 0 1-z w ~ I-D::'.: ~ w 0 0::: w (.!) z (/) (/) -~ • u z I 0 -:, ·-·-- . . 0 EQUIPMENT SCHEDULE STANDARD STANDARD SIGNAL MOUNTING AND PLACEMENT f------r-~-=-=---PLACEMENT1----------~--~ PPB/ LOC. TYPE MASTARM DIMENSIONS VEHICLE PED. DIRECTION SIG. LUM. A. 8. POLE MASTARM SIGNAL REMARKS ® © @ . ® ® © 24-4-70 35' (E) (E) 17-2-70 (E) 1-A ( 1 O') (E) 20· (E) 1 s· (E) 15' (E) 7' 20' 6' 29-5-70 55' 15' 12.5' (N) (N) -(N) 1-A ( 1 o') fE) 1-A ( 1 o·) (E) §ID 16' o· 2.5' 1 O' .3.5' 7' 7' 2.5' EXISTING MODEL 1 70 CONTROLLER -NEW EQUIPMENT -REUSE EXISTING EQUIPMENT -EXISTING EQUIPMENT CONDUIT NOTES & EXISTING 2 INCH C. MT & EXISTING 9-DLC 2 INCH C. & EXISTING 2 INCH C. 4-DLC SIC & EXISTlr~G 2 INCH C. SIC ~ EXISTING 2 INCH C. 2-DLC £ EXISTING 2 l~JCH C. .3-DLC M EXISTING 2 INCH C. 4-DLC M EXISTING 2 INCH C. 2-DLC 3-:6 (SERVICE) 2-10 (SIGN ILLUM.) ~ EXISTING 2 INCH C. 2-DLC 3-#6 (SERVICE) SV-2-TB (E) SV-1-T (E) TV-1-T (E) SV-1-T (R) TV-2-T (E) MAS (E) MAS (E) MAS (E) MAS !R! MAS R ¢2 MAS N 250W HPS LUMINAIRE (E) 1.1.S.N.S. 250W HPS LUMINAIRE (E) 1.1.S.N.S. (E) SP-1-T (N) 250W HPS LUMINAIRE (R) -W-(R) 1.1.S.N.S. (R) IT] [TI -W-(E) SP-1-UM -W-(E) (E) ASSEMBLY IN TYPE 332 CABINET. 11 ' fORM DC-0£-90-Pf (REV. 1/841) -FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES l 0 I , I . 2 I ' J I AWG SIZE OR CABLE SIZE 10 6 b,, CONDUCTOR SCHEDULE DIST COUNTY ROUTE POST_}ill~~~ TOTAi l-'1<0,1e i: 1 12 ORA 73 4.8 1 1 p CONDUIT SIZE AND RUN H 2" 3" 3" 3" ~ @] A CIRCUIT s & ffi & & & & E 2 SIGNAL 3 5 SIGNAL 3 6 SIGNAL 3 3 3 6 _ -~; _, __;__,_ _ ~Jr'/(9'1-\'-oFESS/o,\' REGISTERED CIVIL ENGINEER q_.'<--v '? 01< ~ /j 0 rJ J.C. KISSINGER %, u.l l"1 8 SIGNAL 3 3 3 2 PED SIGNAL 2 2 PLANS APPROVAL DA.TE "' No. 47482 ~ ~~..---t--=-jr~~-t----t-~t--t----Jl------------~\tr Exp.12/31 /95 *,,--, °%;, CML o.~ 2 PPB 1 PPB COMMON 1 SPARE 3 3 3 TOTAL 9 9 10 LUMINAIRES 2 2 SIGNAL COM. 1 1 1 TOTAL 3 3 1 SERVICE 1 2 1 2 6 2 27 2 2 2 3 3 <' ..,.__~~o,~ OF CJ\\> LINSCOTT, LAW & GREENSPAN, ENGINEERS 8989 Rio Son Diego Drive, Suite 135 Son Diego, Co 921 08 SIG-6058. DWG ¢5_) ¢2 .. <}----{> ,02P PHASE .. DESIGNATIONS EMERGENCY OPERATION FLASH ALL PHASES RED it ,08 SIDEWALK I C) I CALTRANS -ELECTRICAL SUBMITTED BY REVIEWED BY I REVIEWED BY R/W DATE f----------l---------t---------;-----1 ., • cu MODIFY SIGNAL AND LIGHTING EA ,11 , • '11 ' " fl ' \' ' ' . " ' "e I ;' ' ! ' I l I I I I I I I I 'I I I • I ! ' I • ... • • __,. l , ~I I ' -...;i: l"-J_ ~ l[): J"\ r I ~ \ .... J,_\ •--'Th~_.,,.---~w-c>~ .,,,,., -·~ 0 0 ----·---·------- MAl(Alf/PN l[ f!Jt:JP --~ l l r-~-~ »~-,, -~~-1 t-_,,,_, -j. '"' . -. -" ",_,_,. -j 0 I i I I j j • j o l 0 0 D , • • l ' ' i ' \ \ LOT 15 ' \ I \ I • -,IJ 1 f f +-j--- ' --/r, tu/¥/D I .I.JPNPl!flZ. i 111/!Jil """1 a•\ ' .c.•· • LOT 16 • 8 ... .-, ... ''. ' ' I i i I /?'P~~A/U~ #tWHffq~ L~ .,,,/4/SN. i i I I f ' , I f ' l ' • ! t,~CAP ljl) 11>+ e4µr.-- ,., 8 dco;Jt:, St......., w,tU, a,ll4Unrl> (J, t;_,i,, ___ '" ~ c>~Pf ,.,,:, //P"'r JJ'A,'ZS, ~ 48.-'/c, a <IL-~ ~ /ltJtz.Z BMS--111 c:? Z9' 11 e>, C ~4' 51.M pPtp(,dl" c!!I Z4' I/ -• 1z' = I.,.. / .,.,. v .. = .v =i. / = ' . -~ ' ' ". ... ' I i ! / -· . ' 6( ~ " r-, i-,.. I r--. ~ --1--.,.,. ,, ---1..- i i I f ) l J f -- " '= ' ' - " -~ j ! I , ! I / . '· ! I ' I i I " ',,, ' CAMPUS DRIVE ~-.ncv!'> rp.b,y/n.:J5s _(7J,2 f'.'~,K ;;j JJ.tr.e? ,P,::JOr //V .ZX41 C'PTA:17' / ,' / i ' '•, , , ,. .:,r>AC& C! ?tJ '.:1Ji ·,;;,n. -• --, -. I I i I I I / I ' I I '\. ' ,. ,, . , I I I ' I " f I I , / I , ! / / ---~, / LOT 14 57 +- f f ,- / / ,/ / f I / -------- ---------- LOT 19 ~'mzr ('~) /;MS71Nf ez=/j/~ .___,____ ,, -, -/"~~ 6W-57i'#~ PlnG I { ( / 20 10 o 20 40 SCALE IN FEET -- -- ------ \ / PETER BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BEl.CUEST DRIVE ! / / E1. TORO CAUFORHIA D2030 (714)770-1430 J.N. 166-21 x/x/x w (!) z <( a:::: 0 LJ.. 0 >-1--z ::J 0 (.) G) +-c Cl - (.'.) z z w 0 3:: w > O::'. 0 (/) ::J o_ 2 <( u w f- (J) _J <( u 0::: w ~ ~ 0 u -• E >-(/) 0 z~ ' lO' .. G) +-a. ~ w a. <t ~ (..) i: en ~ C Cl z :3 ~ Cl ·-(I) G) Cl Plan No. GSA 41000-1790 Sheet L-1 of 4) ' \ I '\ l ' 1. I • ! f ,, I LANDSCAPE NOTES LANDSCAPE SPECirICATIONS Tbo vork covered by thia section consisU of furnishing all labor. materials, equipment tools and perform.iDg all operatlona r-equired for planting. In eneral, the work inoludes furnishing aoil for earth benis, finish grading, ioil preparation soil amendments, planting of trees, shrubs, ground cover~ installation of ~edwood headers and maintenance of all planted materials, during ir,stallation and maintenance period. Landscape contractor shall furnish and install sandy loam topsoil to bring plantable areas to finish grade. Finish grade of ground cover areas shall be 2• belcv adjacent curb or sidewalk. FINISH GRADES Finish grades shall slope uniformly to drain ~ithout wat~r poCkets or.ir- regularities and shall conform ta the intent of th~ drawing. All ~esigned flow line~ shall be maintained and modeled as required to allO\,l unimpeded flow of surface waters to drainage structures or outfalls and away from structure. FI.ANT LIST FOR CONVENIENCE OF CONTRACTOR 7P4.=e,;·,,o All plant material shall be guaranteed for a period of six [[)Qnths. ,96 d'jQ.>-Jl'Vl,IVT~ ~ ~. _..,,.,~~JV.,,., ~)t ;tJMNTN'::J, • f IRRIGATION SYSTEM. The system ·shall be fully guara~teed for a period o one year. Any defective material or poor workmanship shall be replaced or corrected by the irrigation contractor at no cost to ~e Olomer. ~pan completion of installation provide Owner with a reproducible &et of as built dravings." Contractor shall maintain landscape installation for a period of 9,,qv d~ys after final approval by the Owner. SOIL PPLPARATION SPECIFICATIONS All areas to be turfed or planted shall be thoroughly cultivated to a depth of not less than (6) inches. Incorporate into the top (4) inches of all areas to be planted; All Purpose Plant Food 16•16-6 at the rate of 30 lbs. per 1,000 square feet. Super Iron Plant Food 6-6-2, 1si Iron, 221 Sulfur at the rate of 20 lbs. per 1,000 square feet. "GRO•PO'r1ZR• Organic Fertilizer at the rate of 100 lbs. per 1,0CO sq. ft. Nitrified sawdust at the rate of l cubic yards per 1,000 square feet. Backfill one part mixed. for all trees and shrubs shall consist or three parts of soil, of organic fertilizer (Kellogg's Nitrohumus or equal) thoroughly Each shrub and tree shall have Agrlform Planting Tablets, 21 gram, porated into the backfill at the following rates: 1 9allon S gallon 15 gallon JO" box 24• box ··················•••••••••••••••••••••• ............ -.... -..................... . ··-·········-··························· 2 tablets I( tablets i; tablets. B tableta ....... -............................... . ..•...••.....•..................•.•.•.•. 10 tablets incor- tn addition to the above, 10 days before end of ~,xrt DAY MAJNTENANCE PERlOD, apply commercial fertilizer .. Best'" •11 Purpose Plant Food ,to all Ground Cover areas at the rate of e lbs. per 1,000 sq. ft.: appiy •BcsT• Turf Supreme 16-6-B to all turfed areas at the rate of 10 lbs. per 1,000 sq. ft. PLANTING Shrubs and trees shall be planted in pits at least 1•-0• greater in dia- meter than their ball of earth and at least 6• below t.he bottom of the ball. When t.he plant has been properly set, the pit shall be filled to the required 9rade with prepared soil, thoroughly settled by tamping and watering. In ground cover areas a mound of earth shall be formed around out.side edge as to produce a shallow water basin. TURF-SODDING After preparing soil per specifications, level areas 6moothly with a drag or rake. Prior to sodding, apply water. to the areas to be sodded approximately four (4) days prior to the sodding or as required to produce opt.im= moi8ture co.itent to the bed. Follow sod groweE5 specifications ~or laying sod. TREE STAXING SPECIFIC~TIONS For 15 gallon or laEger trees, provide a l-J/4• {mini~UJII diameter r.oage J>ole Pine stake with a Jtlni111urn of two (2) trunk ties per tree. The t.ree tie wire shall ,be 9 qauge with a hose ·tree trunk p:Cotector. T!i.e stGke sha.11 be 12" away from the treetrunk ond extend fro:n t~o feet belou root ball of tree to one foot into head of tree. Stakes sh~ll ~~ full treated with copper napthanate, GREEN COLOR, minimum of 10' in len9th. JV.INl'EN.!.NCE DURING INSTALI..ATION AND -,r,1.71/ DAY MAINTENANCE PF.RJOD The Contractor shall continuously maintain all areas included in Contract duririg the progress of the work and until final acceptance of installation. .During the progiess of" the landscape development installation and Day Maintenance P~riod, the Contractor shall roaintain !ll planted.areas by means of continuous watering, ueeding, rolling, mowing, x-esoc!ding, cultivation. (weed free), spraying (insects)• mulching, tri,'MUng, ed~ing, rodent control, and/or any other ope.rat~or. neces~aP/ for tt-,e protection, health and upkeep of ~ny material instal!ed by t.he,Landscape ContractoL, G~NERAL REQlJIREMENTS Contractor shall contact City prior to doing any wort as to Standard Plhns an~ Specifications &nd p~rmits required. At'proval shall be ob:ained_f~om Cit.y o[ all prDposed Public Street Right-of-W.:iy irnprO\lerr.ent.s, 1nclud1n9, bu:: not limited t.o landscaping and irrigation system pli!ns of tJ;e p.srJ..way. Oo 51 52 CAMPUS -DRIVE - ' «, =--,~-~,,~T~~~-,_-·_·_·,·_· --+I----=~~ ':o:...---(5'..o" 6IRPWAJ.IL IV/ .7 ';,4' .::ur.nurs "., ...... 0 I - i ' i I f J f '/ i I I } ' ( j f ! i I i i f ; f I I l I • I J f i ! \ I I I I ; I i I I / I ' ~' ••• ' j -- --~,v ,JJ I l I LOT 18 ' I ' I f { t i } ,, I I I I I I i f j LOT J ! i I 17 PILANT INVENTORY (QUANTITIES FOR THE CONVErll~NCE OF THE CONTRACTOR ONLV,iVERIFY ALL PLANT COUNTS, SQUARE FOOTAGES AND SITE ,CONDITIONS BY PLAN CHECK AND flTE INSPECTION,) f l I • Ii I II BOTANICAL NAME-...__ ' COMMON NAME M #e'A.,....,.., 'l>/ ""'-..lil~d .t)l();'l'e,<: r,78/~,'/ /J(,/.,t}/A;JU ,¾----•-LA.,PA.) t HIIGHT -----i WIDTH ·"':-,AL-II°'. SUPPORT i PLANT PIT; i ' REMARKS i ' ________ ,, +---t---t---t-----1---f---+~',------"T·'--------i ., ... ,.,._ ' ! Z So. FT. FORM APPLIC .. RATE •. ~t.,,1·1.-~11S--r::·t;7,1/<~~l<':'?,,V&,~7£.=--:.._-_____ ....j~Z! "Y3,ff,'L.t.:z-~;z,,~--'::;-~---+;=;~,r,,~o~o::__l-..:~~~02._-'-l------~l---------_______ ___ f l f I I I I I J , I I / ( '· ~-17C'V:$ rvby.-q,:,~a -C/7Y 5T;te£T ~.e ~"-f&-) ~+"' .!!k?)( w / P.H,!!;P ~r .BN,;:,;.,r,.,.;!v,Z. C~c/N ,<!:Z ')(--1" CUTUUT i:::1' ~ ;;,p-~• ~/PAW'AL.l::' ,., I / I I / i .. • C SECTION • ,, • + '-- -,-- MINIMUM OF TWO TIES (TOP 5 BOTTOMJ USE THIRD TIE WHEN NECfSSARY TO HOLD TREE IN STRAIGHT UPAIGHT POSlflON. CINCH TIE" WRAPPED AROUND TREE 8 ST.AKI: TO FORM A FIGURE EIGHT TIE. ONE FURRING NAIL DRIVEN IN BACK OF STAKE IN MANNER TO LOCK TrE B HOLD IT \JP TO STAKE, LODGE POLE PltfE STAKE COPP[R NAPHTHENATE IMPREGNATED 12 LONG fOR 24" BOX SIZE CONTAINER, Pl.ANT PIT WIDTH• 2X ROOTBALL WIDTH 1°HIGH 8ASIN (SEE SPECS) FINI SH GRADE ElACXfll -~ TAMP(O 0ACKFU 6€1.JM ROOT8All. Non:, TES TO Bf SEOJREO TO AVQO Sl.lPPP'1E PAEYAL.fiG W1J.l0 ~ ra.tAR FIGURE EIGHT 0 TYPICAL ~;AKING DETAIL N.1'.S. 20 10 0 20 SCALE IN FEET ,, LANDSCAPE DETAILS 0 DEEP llOOT CONTROL BARRIER-PLANTEll FOR 5 GAl •15 GAL. TO 2Cr ROOT BALL LEVI~ CClolPI.CT-.:l"-TO IOTTC.I, QI' AOOT a,,., (TAEEWELL APPLICATION) .. I SPECIFY UBP24·8 CUPIIODT~ ..._..,£11 • USP Z4s1 I """"~• o~ a.,s~,;o ·7 . MOC,,.-. !01"• _ PLANT PIT DIMENSIONS ~:_ ___ TAMPED BACKFILL BELOW ROOTBALL ROOTBALL PLANT PIT TO BE 50UARE- SEE CHART FOR DIMENSION .A. CONTAINER SIZE ' GALLON 2 GALLON ' GALLON 7 GALLON 15 GALLON ,,. BOX , .. eo, , .. BOX , .. BOX .. . BOX <B' BOX , .. BOX 60' 80, 72• ,o, " A • C ,z• ... 5' ,.. , .. •• ,.. , .. •• ••• ... • • ,.. ... •• 42• 24' •• ••• 2B" •• ,.. ,,. •• ••• ... ,. . 7B" ... ,.. , .. 48' ,,. 1 02· • •• ,,. I 08" , .. ,.. 120· ... ,,. PIT DETAILS NTS. 40 I . I ~ TYPICAL STAKE-SEE STAKING DETAIL FOR SPECS. ( '' *t~I •crNCH TIC WRAPPED AROUND TREE AND STAKE TO FORM A FIGURE EIGHT TIE. NOTE: ONE FURRING NAIL. ORIVEN IN TIE AT BACK OF STAKE IN MANNER TO LOCK TIE AND AVOID SLIPPAGE. FURRING NAIL TO SECURE TIE. TYPICAL STAKE TYING DETAIL N.i:s. J.N. 166-21 x/x/x PETER BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BELOUEST DRIVE EL TORO CAUFORNIA 92030 (71")770-1430 w c., z <( 0::: 0 I.J... 0 ~ z :::> 0 u (9 z z w 0 3: w > fr:: 0 (/) ::) 0... ~ u w r U) _j <( 0 0:::: w 2 2 0 u z j a. w 1---en w a. <C (.) en C z :3 Approvals Plan No. GSA 49000-1790 Sheet L-2 of 4, >-III CD +-c 0 • E >-en 0 Ol ' V ..... IO •• Cl) -C 0 "C .:::t. .s::. u .. C: ::1: E 0 •• C: 0) .... Ill CD 0 - I I I l - fh-i5 u -=•"--- - --- ! ii / __ ? :~-, == "·-; I I , i I i i r I \ \ l I l LOT 16 I ' I I I I ' i I ' I i ' I f I ' , I I ' ' ' I .. -----··~-~-.,., ···~ -....,,_.._ LOT 15 , I , ' ' ' ' ' r / ~! / I i / ; ' ' I ; ; ' lf-'2- IO /" I I ' ' f I / lf-3 ltJ 4,, , I ' I ! CAMPUS ··1------ '· '": '\l) i I /. I ,, '\, ~ '- i I I ; r I I I I I / / j ·~,. ·. . ·, .. ~ __ ·-""···. I / / / I I ' - --- I • • • .. DRIVE 57 +--- ----------- ------ LOT 14 • / • / / 7 -- / ---- . --- f / ,I 58 ---+-__ r ,,,, .. , , 1-l't A' ''·" HJ., • =,,. "", y J" / / ----------- ----- LOT 19 i • // . ~ I I / / / . 0) " / / PETER BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BELQUEST DRIVE EL TORO CALIFORNIA G2830 (714)770-1439 J.N. 166-21 x/x/x • w c., z <( O::'. 0 LL 0 >-1-z ::::) 0 (.) z ·< ..J (.'.) z w· 1-z w 0 CL ~ w > O::'. 0 (f) :::> 0.. 2 <( u - ' (/) _J <( -u 0::: ·w L L 0 u w 1--en z 0 -1-<C c.:, -a: a: - Plan No . GSA 41000-1790 Sheet L-3 >, ID CD -C Cl • E >, VJ •• CD -C 0 ::::!! ::::!! .. -u .::it. .c 0 .. C JI: C ,._ Cl .. C C) ·-II) ID Cl . ---,-,- \ ., /1 ~:l •. ,. t j H 18· :.'IIN, QUICK COUFL!NG 'IA:."l'Z-SE'!' FLUSH ITH PI~ISH CRAi:2 I~ LAWN AR!::AS: 2" AECV'E F!NISH CRACE IN PLAN':'- HlG AREAS Oo 51 #II. ~-EAn, r-Rr/Eri ::.::-::r.:c r·•r-~"'''"""-=-.., " --CAMPUS ,a· IIIH. , .. SCi-! a --, QUICK COUPLING VALVE SE'r PlUSH IN I.AWN AREA AND t • AflOVE t'IHISH CRADE rn SlillUB E • ,rrrsH GRADE '"""""""'' -""'"'"'"'" --'"'" ~-' ""'"i W"" ' / RECTANGUUR PLASTIC VALY! 101 ----• =--· T-·-·-·-1 . 11 ~,--_j_ cURB, s1DEWALK, ac WT'!' ."' 1-OJA. PIF":: ff""+------,f-1----LCIOP COMMON 1'1IR~ AT EACH VALVF. LOCATION, HAi;;?.; ALL -COfWEC'I:IOllS J'ISiQE t!O'( AUTOMATIC VALVE . •. o .;,.· A , •• #' ., ... • •. (••-•.•':.·:O = MOUltt CONTAOTJl'.R FtIES'UJ, TO CO NC BET HASE:___AS. PER MA.Nllf6CT- lIBFRS BtCOb!MEN0liTJ0NS DIRECT IIURIAL lURl:S TO AVl'OMATIC VALVES IN P 1µ (SJZE AS MCUIB!td EXTEND p. Y .C. SU!'IE AS R!QUIU:D TO crzu sue, roDTIN., ETC. CONTROLLER LEGEND ! I I ,. 1t ! I -.,_~ I ' ! I ' I ' ! . i ' J j I ~•h-''~,-..._._,_, ·~-, I i I I f ! ' I SYMBOL MANUFACTIJRER MODEL# DESCRIPTION T Q i i G.P.M. F TO i H RAD. : o.g_g,d Tt?,'<.D -l • * -!17<1R-i';:,LG: f'PP-IIP 'SPRJ,'I-LAVIIJ .. ·570 bP-SB-90-PC I ·: 1 STREA,·1 BUBBLE? : 57C 0P-'st-'180-P£ • l · 1'51-t:.z.o s,,,._,,&!l:P' ,__ --- 0 I I JJD-LVC QUICK COUPLING VALVE-J/4" 950 ELECTRIC SOLENOID VALVE, SIZE , D A UTOIIIJ.11 e, c;op,i~OU.e;I\... SIZE • SUPERIOR k C:.HA MP I 01" ------------ INDICATED, AFPi>.uXli·:ATE L0CATivN CF i:.XI;;TI!,G PIPE - lVIAINLINE PIPING-SCHEDULE 40 P.V.C, LATERAL PIPING-CLASS 200 P.V.C. VERIFY = = = = = = = ' SLEEVING-SCHEDULE 40 P. V .C. VALVE SEQUENCE APPROX. G.P.M. VALVE SIZE. ---------- .. . . ·t· s=F.. eo F.~.c. ~"lfr:? T •\.I C .,..~..--12" aIN. ! --I - .50 .·,o J;:2h0LITI0N ·- FINISE CR.ADE: SxT P'fC PITTING Fl ~ STREE E C p,v.c. STREET ELL tr! ~lAlU.:.-:t STREET ~LL T xT Hl"""'.POP SPRINKLER 7' ·5, ··-- 4, - ,, LOT .• P.S.l. 30' . 40 40 . .ilO 1 8 I I i 0 • • DRIVE 0 I I I I I I I ! i I / 52 l I ' I J I I I I l I ,,. I I - / I I LOT I I I l ; CRUSHED ROCt: --~----J;A,L_ - ,. ' ·/7-J ro I" 17 / / TREEWELL IRRIGATOR -.Ct:'MT..E"' (!. ~OH ~d nr / I ! I.J.. 0 ).. ,_ /" _l ; ' l ' j I I ½, R // ~ ...... NOTES a 00 NOT Wll.U'UtL~ lN'STALI, THE 5·1:::::TEM AS DESIGNED. '1'HE:1' IT I::i OBVIOUS THAT OBSTRIJCTIONS OR G!.ADE DIFf'ERE~iCES EXlST THAT WERE jljQT KNOWN DlJHlNG Di:':SICNINC. SUCH CONDITIONS SHALL BE BROUGilT TO TiS ATTf.NTION or THE OW~RS AUTHOR.!ZED REFRE!ENTAT!'ii:, OTHERWISE, THE IRRICiATION CONT!H,CTOR ,1u;;r ASSi,';~ FULL RESPON5IBILT'.t' :'OR Ai-I'/ itEVISIO:I~ NECESSARY. • tHIS DESIGN IS D!AC~A:r.MAT!C / ~Ql!IFYENT SHOWN rn f~YED AREA:S IS FOR CLARIFICATION ONt"t. Ah"D IS ro c::: [NSTALlED IN P~NTH«i: AREA t.HEREVER POSS IBU:. e umss OTHERWISE ~OTED1 120 VOLT EU:CTRiCAL FOWER f'JR COl\"l'ROL~R (S) TO BE FROVIDED BY O'!'~RS. '!'~ IR!lICATION CONT~ACTO!t WILL MAKE FINAL ZU:.CTRICAL CONNECTION TO AUTOMATIC COlrrROLU:?.(5) rn:c,:.1 Oll'i't.z:'!' PROVIDZ:O BY OTHE.11S, • a 4LL wpc::; fRON C\JNTROL:U:R -::o AUTOP.iflT1C 'IA!.'fES TO JE COFPER, .JIRECT !HJIHAL, ,\HN. 1114-GA.IJ•~';;. INSTA!..L IN SAf,Z TRf:OCH AS :MI;ILrNE PlFING r/HEF.E FOSS!Bl.Z. MHf, COYE~Ar.i OVER ;1rnr,; 70 eE 18" • c..:.~::,;:Q!l ii'::u.: :'Q SE WHITE IN COLGR. co:;TROI. WIEES TO BE A :JUFER.En -:olOR FCR EACH co:m~OLIZR :_:'$El), BUr;Dl! Al/ti !'AFE: WIRES TOCtTt!f.R ~IN. 20' ON CEhTER. • PINAL LOCATIONS fOR i!ACY.FLO~ FREYENTrn(S) AllD co:iTROLLER(S) TC BE OETEP.MIJ~l) BY □"~RS AU:HOR!ZLD R£FRESErll.'AT IVE. e UISTALL tQUli'Ml::fll.' AS FER DE:':."A [1..3. a 'F:!:OVIDE ?it!IN. 16" COYEil.ACE. OV:;R ALL PP.ESSlJP.E LinES. AND MIN. 12" COVERACE OVER ALL N□rr-r~SSURL u:.::s ALL FlPll<i UNDER PAYl~iG TO Bt: i\UN, SCHEDUIB l:.Q P.1.C. Afi,1) TOH.AVE Mli'f, 21J." CoVEa ;)\/ER ?IF!:«;. • IR.IHGATION CONTRACTO:!: TO FLUSH ALL Ll~,1£:S ANO ADJUST ALL HLADS ro~ :,v..xnnn,, PE.RfCR~".ANCE. Ai'i.l TO FREVENT EXCESSI'n. OVERSF-RA't orrro WALKS, CR.IVES, ;uILOINO-S AS ~1UC:H AS f0S~I3IE. THIS SHAl!. INCLi.:-.Z ...._...,LECTIJC TM! ll~S? OfCREE: OP' ARC TO FIT AC't:JAL SI?E CO~tllTlONS. • ------Ll, S R! HEADS AO.iACI.::,rt' TO PARKING UT OR Al.Cl~ WALKS OR ROA&S "tlltl. a~ Ii'<STALIED 'iti':'H 1uc;; rcr- !ES• . • lX~ICATIO P..ACT • LL u:sTAu: SWINC ,CHECK VA.L~S OR SJ,RI~:C LOAm'.D CHECK VAL'IES AS ;lEQUIF~:'l ':"O ELDHNATE EXCE~.. CP.AI ROM LOW sr~rnKURS. '!HIS WILL BE IN ADDITION TO AN''t CHECK 'fALVES :!!c·,rn 0~. PUN, . e tlPON COMrl.ETION, IRR!CATION CO!lTRACT SUFPU TO C.WNER, A COMPU:TE SET OP' REPRODUCI:9U: "AS 3UI!.: .. DRi.WINCS. OP.AWUCS WILL SHo,1 LOCATION OF LL VAL~S. CROSS!NGS, QUICK COUrLir«:: nLYE:i , t.TC. EACH ccrrrRCLLER TO J!AVE ITS 01'1N CONTROLI.:R CHART, CHART WILL CLEARLY ZHOW EACH AREA S:FRl;,4KU:Cl VI A i)1FF!l::RENT COLOR ANO WILL St t.AHI~ATE:D l!Er)JEEN :? ~'ttRS Ot 10 MIL CI.fAR f'.-'STIC, • TEE IRIUCATIO~ S'l"::tn! ZHAL!. ?E F'JUY cu;,RAN't'E.ED roR ,\ F'ERIOD CJI' ONE "(EAR PRC~ OAT! or ACC~FTA:::=. BT OWNER. Al'il' DEF::CTl'/E l>lAT~RlAI.3 OR FOOR ·,•10101.A~.'.;i!IP SiiALL Bt ~EPLACtD OR CORRECTED jy lR:tICAt:o~ CClfl:lACTClt AT NO COST TO THE owrn-:a. PETER BEAUDETTE MILES LANDSCAPE ARCHITECT 22831 BELQUEST DRIVE EL TORO CALIFORNIA 1121130 (714)770-1431! J.N. 166-21 x/x/x w (!) z <( ~ 0 LL 0 ~ z :::) 0 u 0 0 Cl) ...,CD ~~o r:r:I ~ f;r:I Ill ~ ~ 1-~o~ r:r:I cl ~ <~g~ "'0 ~I!&, PE z <( ...J w ·C. I--Cf) .. w _J :J- <( '·- ;CJ) -u 0:::: 'Z w :o 2 2 ·-1-. 0 <1: u . C} -a: a: - rovals Chief >-CD Q) +-0 C Ill C 0 -Ill -> Q) a:: . E >-VI 0 0) ' ~ ' in QI +-0 0 •• "C ~ .c (.) .. C ~ 0 L C C Cl ·-Ill Q) C s ~To: '. Plan No . GSA 49000-1790 Sheet L-4 of 41 " ~I " 'i";, ,, i' ,·,\ • ' ,:t ,.,i ·\, ' . ·,1) \ ;f ;/, '•:? ·f ,~ ' ' :1; '-1' ,,. ,';1\ [r ~ I • ·~ i' I ,fr 'iiJ ;1 ::, i ,, •.' ., , pi (j ;, • ·I • " .! 1 I l ' I • l I I I I < . I ! . ' i i ! " ' I • ' . . ' ..... -•liiiijii-iialiiiiiiiiiiii.ii====-=a:liiili:::::::•:-;-=::::::::.:-,.-·--_,,,,-""'•a.a-L.J...-., ~_.... ___ ._.ai-11111111 JOHN ORANGE COUNTY WAYNE AIRPORT IMPROVEMENT-PROJECT JAN MITTERMEIER, AIRPORT DIRECTOR, JOHN WAYNE AIRPORT • THE WIDENING OF CAMPUS DRIVE STREET NORTH TO REVISED THE IRVINE CO. LOT 14 PARK:ING RECONSTRUCTION, SURVEY CONTROL, EROSION CONTROL, AND LANDSCAPING. MINOR SIGNING REVISIONS. CITY OF NEW~~T.BEACH / 1 /,., APPROVED: (,~,/ . ./ • ' .• .•. . ,, I .. FROM BRISTOL 500 FEET AND NORTH CITY ENGINEER DATE REVISION & DATE: -f/9z. BY KN REVISED TO CONFORM TO ADA REQUIREMENTS AND CURRENT STANDARDS CITY~ NEWPORT BEACH (/,. ' ;,-; !, .J 14 APPROVED: . L..-.• · ,,-·0 '. .J/.ZI.I'} CITY ENGINEER DATE FROM MacARTHUR SOUTH.OF 1100 FEET BLVD. TO 500 0.4 MILE FEET NORTH REVISION £ DATE: 5/9'1-BY: MM PHASE 2 BOARD OF SUPERVISORS ROGER R. STANTON HARRIETT M. WEIDER 1, .• GADDI H. VASQUEZ ,VICE CHAIR C "'~ WILLIAM G. STEINER '\J THOMAS F. RILEY, CHAIRMAN J' ' VICINITY MAP JI.FIT A FRWV 0 I 2 5 KILOM~h~~R'H79 ,% ¥' 0 ! 2 5 10 KATELLA 10 l-------4 I EIM ~ w ST LOCATION MAP SAN DIEGO FRWY EL Toro I / IRYINE . ..• , .. --···j.;F,~C-H_M_A_R_K_S __ -r---------------------------------------------·----------------------.,. + ll '_·: • - I I ->f r'·O ... ,. ... -......,.-:.. ~ ,. . ~-~ . ' ' . • ~""· •• 11 • f i " ,.._,., 3S-28-70 ADJ. ELEV. 1970. 47.009 IN THE NORTHWEST PART OF THE INTERSECTION OF CAMPUS DRIVE AND DOVE STREET; 63 FEET NORTHEAST OF THE CENTERLINE PROLONGATION OF THE STREET TO THE SOUTHEAST, 33.5 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, SET IN THE TOP OF THE NORTHEAST f:ORNER OF A 4 BY 4.5 FOOT C'ONCRETE CATCH BASIN LEVEL ¥-iTH TME TOP OF CURB. U 748 RESET 1967 ADJ. ELEV. 1970.46.589 ABOUT 25 FEET WESTERLY OF THE CENTER LINE OF AIRPORT WAY SOUTH, ABOUT 200 FEET·NORTHEAST OF THE MARTIN AVIATION FLIGHT CENTER, 162 FEET SOUTH OF THE AIRPORT BEACON TOWER, 15 FEET NORTH OF A FIRE HYDRANT, 8 FEET NORTH OF A LIGHT POLE NUMBER I, SET IN TOP 9F THE SOUTHEAST CORNER OF A CONCRETE SLAB AROUND A DROP INLET. JW-I7-86 ADJ. ELEV. 1570.53.797 FROM CENTERLINE OF RUNWAY IL-l9R, PROCEED :t O . .'. MILES SOUTHEASTERLY, TO SET CAP IN NORTI l'NESTERLY CORNER OF !'ROP INLET STRUCTURE; 74 FEET SOUTHEASTERLY OF S-~UTHEASTERLY AIRPORT PERIMETER FENCE. 49 FEET :-:·; _,.-,M NORTHEASTERLY CORNER OF NEW /\IRPOf'. :' [ ,A:r, :-1;,:,ANCE BUILDING FLvSii WITH SURFACE OF f!i:,')P IN~.::':T S :·RUCTURE. I COSTf /; • , ii i ' . . ~ ii\ .. El[ ~ ~ .. • . I PROJECT LOCATION 0 1000 2000 5000FEET '="'===='=='=="" /2 • -------------------------------------r-----------------------------,-------~----------------------,1-...U.-----·-------------------....... ---------- AGENCY INDEX ------ AGENCY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY • 400 CMC CEfvTER DR~ SANTA ANA, CA 92702 FEDERAL AVIATION ADMINISTATION P.O. BOX 92007 WPC LOS ANGELES, CA. 90009 SOUTHERN CALIFORNIA EDISON 7333 BOLSA A\IE WESTMINSTER, CA. 9268J SOUTHERN CAUFORNIA ~ COMPANY P.O. BOX .JJ34 ANAHEIM, CA. 9280.J PACIFIC BELL TELEPHONE 1452 EDINGER, RM. 1122 TUSTIN, CA 92680 ORANGE COUNTY SANfTATION DISTRICT I 0844 ELLIS A \If", FOUNTAIN VALLEY, CA. 92708 MESA CONSOLIDATED WATrR DISmlCT 1965 PLACENTIA A\IE COSTA MESA, CA 92627 /RV/NE RANCH WA1FR DISTRICT 15600 SAND CANYON /RV/NE, CA. 92718 MFTROPOLITAN WA7FR DtSmlCT 1111 SUNSET BLVD. LOS ANGELES, CA. 90054 UNDERGROUND SERVICE ALERT CfTY OF NEWPORT BEACH 3300 NEWPORT BLVD. NEWPORT BEACH, CA. 92659 ABBREV/AT/ON OCEMA DAX MAGI.Al.ANG HECTOR BAEZA FM TOM TWADELL SCE. CHRIS CARTWRIGHT PAC BELL. DONNA SCAMINACI . OCSD CHARLES WINSOR MCWD RON BRILF:S • IRWD AL HARRELL MWD CHUCK POLING USA CNB MICHAEL S/NACORI NUMBER (714) 834-3409 (714) 567-7800 (714) 557-5696 (714) 895-0246 (714) 634-3117 (714) 259-;-441,7 (714) 962-2~11 • (714) 631-1291 (714) 453-5bl I (213) 250-6000 (BOO) 422-4133 (714) 644-3011 ..... _ a.i-j::..--S:S:"1. "---------~---- NOTICE TO CONTRACTOR I. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE PROJECT/CONSTRUCTION MANAGER ENGAGED BY THE COUNTY. TESTING LABORATORY SERVICES WILL BE FURNISHED BY AN INDEPENDENT CON- SLILTANT ENGAGED BY THE PROJECT/CONSTRUCTION MANAGER TO TEST THE MATERIALS. THE CONTRACTOR SHALL CALL FOR TESTS WHEN HE BELIEVES HE IS READY. THE CONTRACTOR SHALL GIVE THE COUNTY A MINIMUM OF 24 HOURS NOTICE OF REQUEST FOR TESTING. TESTS WHICH FAIL, IN THE OPINION OF THE COUNTY, WILL BE RE-TESTED AND THE COST OF RE-TESTING WILL BE DEDUCTED FROM THE MONIES DUE Tl-iE CONTRACTOR. ENCROACHMENT PERMIT NO. AP '.38t.2 -~~----- EMA APPROVED PLANS DO.NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT OF WAY. BASIS OF BEARINGS THE BEARl:•'GS SHOWN HEREON ARE' BASED UPON THE CENTERLINE OF RUNWAY IL-l9R 1\S SHOWN ON THE RECORD OF SURVEY 87-1008, BOOK 117, PAGES 5-9 INCLUSIVE, RECORDS OF ORANGE COUNTY, CALIFORNIA BEING N 28" 48' 08"E ALL NEW CONSTRUCTION TO REFERENCE CONSTRUCTION CENTERLINE. OWNER AND REPRESENTATIVES OWNER: JOHN WAYNE AIRPORT COUNTY OF ORANGE 18601 AIRPORT WAY SANTA ANA, CALIFORNIA 92707 (714) 252-5283 COUNTY OF ORANGE E.M.A., REGULATION TH!S PLAN IS SIGNED BY O.C.E.M.A. REGULATION FOR (.ONCEPT !',:~D ADl-!E- RENCE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. o.c.E.M.A. REBU- •. ATION IS NQLRESPONSIBLE FO DESIGN, ASSUMPTIONS AND ACCURACY. (',) j / A~.'ROVED a;l;r__.(,,{{,,, ___,-_ f:~ilt 16 R.C.E. APPROVALS COIINTY OF ORANGE ;::_M.A. TRAFFIC ENGii\JEERING DIVISION BY .,,flfo..dt✓d-c-----DATE ~ h ,l'fc THIS PLAN IS SIGNED BY EMA/TED FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNAL, SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. EMA/TED IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. I WA ENGINEERS L. 0. INCL EDON RCE 17593 DATE / CIT',' OF NEWPORT BEACH APPROVE::> ) / , ( () • I • . ( ' .. , I ! I . ( • ; \ . \ _j., }_ r _. ' I ~-• ',..1-- LINSCOTT, LAW . _E SP1-1N ENGINEERS • ?ttf ~11-;L i ACE 39081 \V -.f1~✓/:,3 • MARK DIERCKS RCE 38061 DATE ~ .• -v· CITY ENGINEER ~/,.,,/>, •• DATE /•'c1TY ENGINEER DATE •. "· . ·-----------,-------'-----~---------- • _1_· ; .... _/ lq= .J c_ (~ -J. MIi l~~MEIE~, AIRPORT' DIR. ~-_:'~U::N AIRPORT ENGR. AP:OROVE•): ' , V'-tS"-90 • --& ,........_ c ,J . . . Lt,;.....-_ ' -· .. , __ _ I ORANGE COUNTY FIRE D•P• / ,._ _:x-~. ------'!i· •. t. _ ... - I LL' I CCr LL 0 >-f-~--, 0 ~ CD .. c3 E >, ' .. !>I ~1· ';:7 ·-. W ' C -' ?=: I wl ,~ I-> ·-w n: • .Q w • Q. '" :,; C I a• (/) ' :nl o· w N ..J -' ' 't ,. -, I-a. lo I-~ ; (X) J! <( i "' -(.) ,~ :'!:: u I-cu ·-..... , .. e y .c (/) ll. •• ' .------••• App, ov~ .;.; -----:..... .-w--::-...:1[ P Ian :'.'o .. ~SA 411_,: • \!~ Q § Sheet ~ T-1 Total SheP.l.; 4 i ,i.•~ a~./"i "rfJ¼t . ;'1".:it-,~ };;£1 \;i -s.;.J ~ .~N.~ ?r-l\ ~:t; "~· ,-u 41:j .,?i!~ %11. --! ' t • ',: '' .. ) • •. ' ~ . ! ! i I I ill ; SHEET NO. T-1 G-1 G-2 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 C-28 C-2q C-JO C-JJ C-32. C-33 L-:-1 L-2 .. ·L-:J. L-4· .• ' • ' ' \ SHEET INDEX TITLE TITLE SHEET SHEET INDEX, ABBREVIATIONS AND SYMBOLS GENERAL NOTES TYPICAL SECTIONS / ' ROADWAY PLAN AND PROFILE • • • ' F CAMPUS DRIVE -STA.,J 4+59. 73, TO 19+32.22 CAMPUS DRIVE -STA. 49+26.'67 TO 51+00.00 CAMPUS DRIVE -STA. 51+00.00 TO 59+00.00 CAMPUS DRIVE -STA. 59+00.00 TO 66+08.63 CROSS SECTIONS -CAMPUS DRIVE -STA. 15+00.00 TO 19+00.00 CAMPUS DRIVE -STA. 49+50.00 TO 53+00.00 CAMPUS DRIVE -STA. 53+50.00 TO 57+50.00 CAMPUS DRIVE -STA. 58+00.00 TO 63+50.00 CAMPUS DRIVE -STA. 64+00.00 TO 66+00.00 'STORM DRAIN I J •• i . STORM DRAIN IMPROVEMENTS (CAMPUS DR. ,4.T MACARTHUR BLVD.),. uf1L1nEs • • • • • · --• • • -• UTILITY COMPOSITE: CAMPUS FR. STA. 11+00 TO 21+00 AND 41+00 TO s1+00, UTILITY COMPOSITE: CAMPUS DR. STA. 51+00 TO 67+00 STREET LIGHTING PLAN • • • ~, . ~ DETAILS AND COMMERCIAL SITE, GRADING/STRIPING LOCAL DEPRESSION AND DRAINAGE DETAILS SJ T ~ AND PARKING LOT DETAILS COMMERCIAL SITE SURVEY CONTROL/STRIPING {CAMPUS STA. 51+00 TO 53+88) COMMERCIAL SITE GRADING (CAMPUS STA. 51+00 TO 53+88) COMMERCIAL SITE SURVEY·CONTROL/STRIPING (CAMPUS DR. AT MACARTHUR) COMMERCIAL SITE GRADING (CAMPUS DR. AT MACARTHUR BLVD.) EROSION CONTROL PLANS CAMPUS DR. STA. 11 +OQ TO 21 +00 AND 41 +00 TO 51 +00 CAMPUS DR.· STA. 51+00 TO 67+00 , COMMERCIAL SITE (CAMPUS STA. 51'+00 TO 53+88) COMMERCIAL SITE (CAMPUS DR. AT MACARTHUR BLVD.) SIGNALIZATION AND • STRIPING TRKAC SIGNAL M0D/FICATI0l'I PLANS MODIFY SIGNAL ·ANO LIGHTING. ·-• _,. CAMPUS .{)RIV£ AT AIRPORT ENTRANCE . . . , .. . ' • MODIFY SIGNAL AND LIGHTING -CAMPUS .. DR. AT MACARTHUR BLVD., SIGNING AND STRIPING PLANS CAMPUS DRIVE STA. 14+50 TO 19+35 CAMPUS DRIVE STA. 41 +00 TO 69 r00 STAGE 1 TRAFFIC CONTROL PLANS CAMPUS DRIVE AT BRISTOL ST. . NORTH CAMPUS DRIVE STA. 4/ +00 TO 69 +00 STAGE 2 TRAFFIC CONTROL PLANS CAMPUS DRIVE AT BRISTOL ST. NORTH CAMPUS DRIVE STA. 41 +-00 TO 69+00 REPLACEMENT PARKING • T.I.C. TENANT PARKING LOT ~l~N4L1ZATlotv (C4.L~NS J CAt-1PUS CT:<J.V.!: AT f3!:;U_TOC--?:,Tf<GF;-T (N_O!!..T!f) .. • _ • .' : . -' • LANDSCAPING· & IRRIGATION • : ,•, • ,:-;:-· f coMMERC/AL .. •·s/TE tANDSCAPING ,(Ar:cAMPus. #iii ·u1iCARTHURJ •• • ••. COMMERCIAL,. SITE LANDSCAPING (CAMPUS STA. 51+00 .,TO 53+88),- COMMERCIAL SITE IRRIGATION (AT CAMPUS 'ANO MACAR'iHUR) · · , : COMMERCIAL SfT(JRRf.GAT/ON.,(CAMPUS STA. .51+00 TO 53+88), • • , • • 0 SYMEJOLS.. O : '':S • , 0 CJ-WN LINK F'ENCE: · • • . . EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING MANHOLE (STORM DRAIN OR SEWER) PROPOSED MANHOLE (STORM DRAIN OR SEWER) EX!SllNG POWER POLE EXISTING CURB LINE • PROPOSED CURB UNE ·-----,.. ---____ ,,____ EX!SllNG RIGHT OF WAY OR PROPERTY UN£ ~;_,;,::.;,-,,•-:~r. ,;· .. ;r:,,,..-;~;·~, r7 /'.~ t,, , ½'UJ.:..·/ /C. ~/ ·/.r//..1/.J .,./ /,"; --------- PROPOSED RIGHT OF WAY, OR TEMPORARY CONSTRUCllON EASEMENT EXISTING BUILDING OR STRUCTURE CENTERLINE (PROPOSED OR EXISllNG) CONCRUE EXISTING SEWER LINE EX!SllNG WATER LINE EXISTING STORM DRAIN ' PROPOSED STORM DRAIN EX/SllNG GAS LINE ', \ ' ' ' \ SPECIAL SYMBOLS· CONTINUED ········-···· ... -. ·-· .. ···-~ ----7--·· ....... ,.. EXISTING TELEPHONE LINE ' ' , EX!SllNG ELECTRIC UNE Ill .......... L/1.... EXISTING EDGE OF PAVEMENT OR SAWCUT LINE >· ' r;-:;-~~=---, '· .. ~ • 1.,.,---·~~·J. [O • ' 0, " PROPOSED EDGE OF PAVEMENT PROPERTY LINE OR LEASE LINE EXISTING VAL VE' EX!SllNG STORM DRAIN INLET OR CATCH BASIN PROPOSED STORM DRAIN INLET OR CATCH BASIN EXISTING'TRE£ OR SHRUB '-~•~·~•••• ••••-~•••••-••<---•• -•-> -•M-0~0 PROPOSED RETAINING WAU OR BLOCK WALL EXISTING RETAINING WALL OR BLOCK WALL ........ ,_, ~---•«'~-------~--'"'" -· ~- ~ ' :a: M □ □ - □ IQ] ill) ► ... .. , ~ f I F7 l><V - CJ .. ~ ' i ~ I ~ I AB I I cc I I RR I I RS I 1 1/Z'C,2/10, 15/14,2CLC,,, y " .• / -~·· I 1 • /2, /3. etc. / [Til]J[II CD®® ~b,,./A 19A -~ ROADSIDE SIGN EXISTING STREIT LIGHT PROPOSED.STREIT LIGHT EXISTING PULL BOX OR HANDHOLE £X!SllNG METER EXISTING VAULT EX!SllNG JUNCTION STRUCTURE · PROPOSED JUNCTION STRUCTURE OR MANHOLE HANDICAP ACCESS RAMP ft' Fo/C TEST WELL EXJSnNG DRAIN OUTLET EXISTING COMMERCIAL SIGN SLOPE ' SIGNAL CONTROL BOX PEDESTRIAN SIGNAL PEDESTRIAN PUSH BUTTON POST PEDESTRIAN BARRICADE TRAFFIC SIGNAL FACE, 3-SECllON: 8-INCH RED, YELLOW, AND GREEN SECTIONS TRAFFIC SIGNAL FACE WfTH BACK PLATE TRAFFIC SIGNAL FACE WITH 12:...JNCH RED, l'f'LLOW, AND GREEN LEFT ARROW SECTIONS TRAHIC SIGNAL FACE (5-SECllON) WITH 12-JNCH l'f'LLOW AND GREEN RIGHT ARROWS AND 8-INCH RED, ml.OW. AND GREEN SECllONS TYPE 1 STANDARD AND ATTACHED SIGNALS • STANDARD WfTH SIGNAL MAST ARM ONLY AND ATTACHED SIGNALS STANDARD WITH LUM/NA/RE AND SIGNAL MAST ARMS AND ATTACHED SIGNALS CONTROLLER-CAB/NET DOOR INDICATES FRONT OF CABINET JWA MONUMENT SIGN MONITORING WELL SERVICE ENCLOSURE, DOOR INDICATES FRONT OF ENCLOSURE ILLLUMINATED SIGN-TWO POST-, ' ILLUMINATED SIGN-MOUNTED ON STRUCTURE PULL BOX-NO. 5 UNLESS OTHERWISE INDICATED TRAFFIC SIGNAL CONDUIT r I ABAf\/DON. IF APPLIED TO CONDUIT, REMOVE CONDUCTOR CONNECT NEW AND EXISTING CONDUIT. REMOVE: EXISTNG CONDUCTORS AND INSTAU OCNDUCTORS AS INDICATED REMOVE AND RE-USE EQUIPMENT REMOVE: AND SALVAGE EQUIPMENY ,,. ., CONDUIT AND CONDUCTOR IDENllFICAllON NUMBER AND SIZE OF CONDUCTORS AND CABLES SIZE OF CONDUIT IN INCHES TRAFFIC PHASE IDENTIFICATION FOR SIGNAL FACES, DUECTOR AND PHASE DIAGRAMS PROJECT NOTE NUMBERS EQUIPMENT DESCRIPTION, INSTALLAllON CONDUIT RUN NUMBERS SIGNAL AND LIGHTTNG STANDARD (TYPICAL) WIND VELOCITY = 70 MPH CASE 3 ARM LOADING STANDARD TYPE ; ABBREVIATIONS A AB AC AP APWA BC lJCR BLDG BU< BLVD. BOC BOP BW CA7V CB CF CL C&G CLR CNB CMP co COi CONC CONST CR CY DIA DR DWY DWG E EA EC EL.ELEV ELEC EP EQ £CR EX. EXIST FL • FH FG FS FT FWY GB GM GV HP HWY IN INT !NV !NV EL IP IRRIG JS JWA L LF LG LS LT MAX MH MIN MISC N N'LY NO NTS oc OCEMA OD PB PC ;,, PCC ) Pl PL POC pp PRC PROP PVC m,T QTY R RCB RCP RT R/W s IBH SF SHT S'LY SQ ST STA STD SWR TC m TF TG THK TOP 7W / TYP vc VCP VE:RT w W/ · W'LY WM WTR W/0 1W AREA AGGREGATE BASE ASPHALTIC CONCRETE ANGLE POINT AMERICAN PUBLIC WORKS ASSOCIATION BEGIN CURVE BEGIN CURB R£TURN BUILDING BLOCK BOULEVARD BACK OF CURB BOTTOM OF PIPE BACK OF WALK CABLE TELEVISION CATCH BASIN CURB FACE CENTERLINE CURB AND GUTTER CLEAR OR CLEARANCE CITY OF NEWPORT BEACH CORRUGATED MITAL PIPE CLEANOUT CITY OF !RV/NE CONCRETE CONSmUCT OR CONSTRUCTION CURB R£TURN CUBIC YARDS DIAMETER . DRIVE: DRMWAY DRAWING EAST OR ELECTRIC EACH END OF CURB ELEVATION ELECTRICAL EDGE OF PAVEMENT EQUAL END OF CURB RITURN EXISTING FLOW LINE FIRE HYDRANT FINISHED GRADE FINISHED SURFACE FEIT OR FOOT FREEWAY GRAD£ BREAK GAS METER GATE VALVE: OR GAS VALVE: HIGH POINT HIGHWAY INCH INTERSECllON INVERT INVERT ELEVAllON IRON PIPE IRRIGAllON JUNCnON STRUCTURE JOHN WAYNE AIRPORT LENGTH LINEAL FOOT UP OF GUTTFR LUMP SUM LEFT OR LIGHT MAXIMUM MANHOLE MINIMUM • MISCELLANEOUS NORTH NORTHERLY NUMBER NOT TO SCALE ON CURB ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY OUTSIDE DIAMETER PULL BOX POINT OF CURVATURE PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE POINT OF INTERSECllON PROPERTY LINE POINT ON CURVE: POWER POLE POINT OF REVERSE CURVE PROPOSED POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT QUANllTY RADIUS OR RATE OF GRADE REINFORCED CONCRUE BOX REINFORCED CONCRETE Pl PE RIGHT RIGHT OF WAY SOUTH, SLOP£, SEWER SCHEDULE STORM DRAIN SQUARE FEET SHEET SOUTHERLY SQUARE STREET STAllON STANDARD SEWER TOP OF CURB TELEPHONE TOP OF FOOllNG TOP OF GRATE THICK TOP OF PIPE TOP OF WALL TYPICAL VERTICAL CURVE VfTRIFIED 'CLAY PIPE VERTICAL WEST· WITH WESTERLY WATER MITER WATER . WITH OUT WATER VALVE: ! J.N;· 166~21 05/09/90 14:16:21 • ' \ / I ' ' ' ' ' ) .• ' w (!) z <( a:: 0 u... 0 >-t--z :::::> 0 (..) G z z w 0 -s: w > 0::: -0 Cf) :::::> o_ 2 <( 0 "f ,,, ' \) ' ..!) ... \.I 9i 6: £i r: u\' r,I ' '-l +' g t'.) ~ if) z_ 0--I-<( -> w if) 0::: _J m·o-~ co m <( ~ >-~ if) X w 0 0 z z <( ,1 ; ·/ I-w w \, • I \ if) Plan No. "GSA 41000-1790 Sheet of "4L. ' , >-CCI Cl) +- 0 0 )" < (II C 0 ·-(II > CD ,Q: - • E >-(/) •• Cl) .... 0 .. ' 0 •• C :i, e 0 z ~ .. C C, ·-(/) CD 0 I • ( I \ .. ,, J t 1y ·~ • l • • a•, ,J· -. ·,f''. \ ' ' '· OGEMA GENERAL NOTES \ ft\ ' \ I. \ ' 1. THIS NOTE HEREIN /NCORPORA TES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 17 OF OCEMA STANDARD PLAN 1801, 1991 EDITION. 2. THE DEVELOPER/CONTRACTOR SHALL HA VE A COPY OF THE CURRENT OCEMA STANDARD PLANS ONE TH£ CONSTRUCTION SIT£ AT ALL TIMES. 3. THE DEVELOPER SHALL TELEPHONE EMA/PUBLIC WORKS/CONSTRUCTION AT 567-7800 AT LEAST 24-HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO £MA/PUBLIC WORKS' INSPECTION. 4. EMA ENCROACHMENT PERMIT REQUIRED. £MA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSJBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. 5. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INS~ECTION OUTSIDE THE LIMITS OF • DEDICATED STREET RIGHT OF WAY SHALL BE PERFORMED BY OCEMA REGULATION. 7, ALL DAMAGED CONCRETE SJDEWALKS OR CURBS SHALL BE SAW CUT TO n-!E NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH n-lE APPLICABLE PROVISIONS OR OCEMA STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST-FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTYS INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, Win-I DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL 8£ BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS 'MTHIN THE COUNTY RIGHT OF WAY WITHOUT THE PERMISSION OF COUNTYS INSPECTOR. 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMRPOVEMENTS. ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBIC WORKS. ALL STRIPING AND STENCILING SHALL 8£ ACCORDING TO STANDARD PLAN NO. 1801, NOT£ 17. 10. TRAmc SHALL 8£ MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARING DEVICES AS PER n-lE CURRENT STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF n-lE COUNTYS INSPECTOR. 1.1. OCEMA STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, OR WHEN IN JURISDICTION OF ANOTHER GOVERNING AGENCY. 12. ANY NEW UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND DEVELOPER SHALL PROVIDE PRIVATE LABORATORY COMPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAVING. DEVELOPER SHALL SET UP A MEETING 'MTH THE INSPECTOR AND THE PR/VA TE LABORATORY PRIOR TO ANY TESTING. LOCATION OF EXISTING UNDERGROUND UT/UT/ES SHALL BE VERIFIED BY THE CONTRACTOR. AGENCY OR CONTRACTOR RELOCATING EXISTING UTILITIES SHALL BE RESPONSIBLE FOR RECONNECTION. - 13. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY SEALED IN ACCORDANCE WfTH SECTION 302-4 "EMULSION -AGGREGATE SLURRY-OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 ED!TIOV. BEFORE FINAL ACCEPTANCE. 14. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT Wln-lOUT COUNTY INSPECTOR'S APPROVAL & CITY OF NEWPORT BEACH GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO TH£ . REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION 1988 EDlT/ON AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. • 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AC7UAL LOCATION AND ELEVATION IN n-lE FIELD PRIOR TO BEGINNING CONSTRUCT/ON OF THE NEW FACILITIES. 4. CURB DA TA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL OF n-lE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PA 1/EMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS 0+00 ARE STORM DRAIN STA T/ONS AND ARE INDEPENDENT OF ALL On-lERS STATIONS. 10. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORM LOCA T/ON CAN BE CHECKED TO ASSURE ITS COMPA T/8/LITY WITH EXISTING CONSTRucnoN. 12. THE WALLS AND FACES OF ALL EXCAVATIONS CREA TER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS n-lAN FIVE (5) FEET IN DEPn-1 SHALL ALSO BE GUARDED WHEN EXAM/NATION IND/CA TES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 14. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L 15. P. V.C. SEWER MAY BE USED IN LIEU OF V.C.P. THE P. V.C. PIPE MUST BE MANUFAC7URED PER A.S. T.M. D3034 SDR35. ALL FtmNGS SHALL BE PREFABRICATED FULL-BODY FlmNGS. THE P. V.C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 4" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOL/DA TED BY JETTING PRIOR TO COMPLETION TO TRENCH BACKFILL 16. THE CONTRACTORS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY 1-roRK. (644-3311). 17. ALL DUCTILE IRON PIPE SHALL HAVE A 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2. OF THE STANDARD SPECIF/CATIONS. 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NEWPORT BEACH S7D-510-L. 19. THE WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 20. ALL CONCRETE SHALL BE 560-C-3250. 21. SLOPE ANCHORS SHALL BE PROVIDED ON ALL· LINES IN ACCORDANCE WITH DRAWING NO. STANDARD 314-L 22. A.C.P. WITH A D-LOAD ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY , BE USED FOR STORM DRAINS. ~3. ALL A.C.P. WATER MAINS AND LATERALS SHALL BE CLASS 200. I I CITY OF NEWPORT BEACH GRADING NOTES I • ; ,- 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OR n-!E PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALL/A TIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:.JO PM MONDAY THROUGH FRIDAY; &00 PM TO 6:00 PM SA7URDAYS: AND 10:00 AM TO 6:00 PM SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF n-lE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERM/TT££ AND CONTRACTOR ARE RESPONSIBLE FOR ~OCA TING AND PROTECTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERnES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH n-!E UNIFORM PLUMBING CODE AND APPROVED BY n-1£ BUILDING OFFICIAL -10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY n-lE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM ~,TT/-/ CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12, FAILURE TO REQUEST INSPECTIONS AND/OR HA VE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPIA TE TIMES SHALL RESULT IN FORFEl7URE OF n-lE CONSTRUCT/ON SIT£ CLEAN-UP DEPOSIT. 1.J. ALL PLASTIC DRAINAGE PIPE ~HALL CONSIST OF PVC OR ABS PLASTIC AND EITHER _ASTM 2751, ASTM D1527, ASTM 3034, OR ASTM D1785. EROSION CONTROL NOTES 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT n-!E END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING n-lE REMAINDER OF n-lE YEAR, n-lEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL. WORK COMPLETED AND CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT. UNLESS WAIVED BY n-lE CITY GRADING ENGINEER. 5. TEMPORARY DESIL TING BASINS. WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTTONS 1. A PRE-GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING 'MTH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEEnNG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING Win-I n-lE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SffALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION our TO FINISHED SURFACE. 3. ALL FILLS SHALL 8£ COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROX/MA TEL y EVERY TWO FEET IN VERTICAL HEIGHT AND OF sumCIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY n-lE SOILS ,ENGINEER PRIOR TO THE PLACING OF FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING /RR/GA TION LINES AND CISTERNS SHALL. BE.REMOVED, OR CRUSHED IN PLACE AND BACKFILLED, AND APPROVED BY THI: SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE n-lE PRESENCE OF. OR POSS/BL/TY OF FU7URE ACCUMULATION OF. SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN n-1£ FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED n-lROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT 1-roRK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES GREATER THAN 5 FEET SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO n-lE CITY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESS/NG OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY n-lE ENGINEER/NG GEOLOGIST AND SOILS ENGINEER, n-lE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM n-lE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCITON OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUC7URES UPON COMPLETION. . . 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE n-lE ENGINEERING GEOLOGIST SHALL DETERMINE IF n-lE BEDROCK IS EXTENSIVELY FRAC7URED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTION FILL BLANKET WILL BE PLACED. . ' 17. n-lE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF IN n-lE COURSE OF FULFILLING n-lEIR RESPONSBIL/TY, THE CIVIL ENGINEER, n-lE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR n-lE TESTING AGENCY FINDS n-lA T n-lE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPENC!ES SHALL BE REPORTED IMMEDIATELY IN WRlnNG TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDA T/ONS FOR CORRECTIVE MEASURES, IF NECESSARY. SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. .} i CITY OF NEWPORT BEACH CONTTNUED DOCUMENTATION 1. AN AS-BUil T GRADING PLAN SHALL BE PREPARED BY TH£ CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS. LOT DRAINAGE PATTERNS PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB-SURFACE-DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL_n-lAT n-lE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STA TE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERA T/ON. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIAL DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT OR THE RECOMMENDATIONS MADE IN n-lE SOILS ENGINEERING INVEST/GA TION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUANCY OF THE SIT£ FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WfTH THE NBMC. 3. A GEOLOGIC. GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND n-lE EFFECT OF SAME ON RECOMMENDA noNS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO n-lE ADEQUACY OF THE SIT£ FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. CITY OF /RV/NE GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF /RV/NE STANDARD DRAWINGS, CITY OF /RV/NE STANDARD SPECIF/CATIONS. AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGHWA Y5, EACH OF THE MOST RECENT DA TE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF /RV'NE;y\ T LEAST 1WO WORKING DAYS ( 48 HOURS) PRIOR TO STARTING CONSTRucnoN, (714) 724-7502 ~ 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS, THE INSTALLA T/ON OF ALL UNDERGROUND FACtllnES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY n-lE CITY ENGINEER. • 4. ANY EXISTING PAVEMENT DIS7URBED BY n-lE CONSTRUCTION OF UNDERGROUND /NSTALLA T/ONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IR\1/NE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCA T/ON OF ANY EXISTING UTILITIES DEEMED NECESSARY BY n-lE PROPOSED IMPROVEMENT. 6. WHENEVER IT BECOMES NE:CESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY n-lE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH n-lE CITY OF /RV/NE STANDARD DRAWINGS. 7. IT SHALL" BE n-lE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN •s• ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DR/I/EWA Y. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WfTH THE APPROPIA TE LETTER, "E" FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREEVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE T\I, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB k GUTTER, STORM DRAIN PIPE MANHOLES. SIDEW-",LK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE ff CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED BY THE CITY OF /RV/NE. 11. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO CONSTRUCTION OF UNDERGROUND FACILTIES. . 12. n-1£ FOLLOWING SIGN SHALL BE POSTED AT ALL STREET INTERSECTIONS AND TRACT ENTRANCES: •MAINTENANCE OF n-llS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY. A DEVELOPER: NIA PHONE: NIA LS , I THE SIGNS SHALL HA VE 3" HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED PRIOR TO ANY OCCUPANCY. DEVELOPER SHALL REMOVE SIGNS AT n-lE TIME OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. 1.J. STREET CONSTRUCTION AND NPROVEMENT SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY COUNCIL, UN££SS A PROPERLY EXECUTED AGREEMENT AND INDEMNICATION IS APPROVED BY THE CITY ATTORNEY AND MANAGER OF INSPECTION SERVICES. 14. ALL GRADING ON PR/VA TE PROPERTY WITHIN THE CITY OF /RV/NE SHALL CONFORM TO THE CURRENT CITY OF IR\1/NE GRADING ORDINANCE AND GRADING MANUAL STORM DRAIN NOTES 1. STATIONS SHOWN THUS 0+00 ARE STORM DRAIN STATIONS, AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC/TON, CITY OF /RV/NE STANDARD DRAWINGS, CITY OF /RV/NE STANDARD SPECIFICATIONS OR THE STATE OF CALIFORNIA. .J. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STA TE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF /RV/NE STANDARD PLAN NO. 318 UNLESS OTHERWfSE SHOWN. 5. THE CITY OF /RV/NE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS} PRIOR TO THE START OF WORK AT 660-3676. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCnON. 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S. T.M. STANDARDS. 7. SUBST/7UTION OF A.C.P. FOR R.C.P. MUST HA VE PRIOR APPROVAL BY CITY ENGINEER. 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216F. 9. ALL MATERIALS TESTING FOR THE DRAINAGE FACIL TIES SHALL BE PROVIDED BY n-lE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY n-lE CITY INSPECTOR. • J.N. 166-21 05/10/90 • ' ' ' w <.!) z <( a::: 0 I.J.. 0 ~ z :::::, 0 (.) of :0 -a " --s J -~ ,2 -., 'Ji ~ f ri.. :::, (.'.) z (J) w w 0 I- 3= 0 z w > _J a:::: <( 0 0:::: (f) w ::, z Q_ w 2 (.'.) <( u Ape._rovals Chief u, C: 0 ·-u, ·-> CD O! . E >-II) 0 01 -......... st-..- -......... L() .. CD +-0 0 .. 'tl .:it. .c 0 •• C: 3; e C z Y'. .. C Cl ·-u, CD C .......... Plan No ... GSA 41000-17!:J0 Sheet G-2 41 ✓- / \.- / .~:,::f\:,;-:-~: .h...:.~---• rr -. ~ '•·1 I ~-y;------.,,_,.---_,5~))rr--~--;_,c~----=--~~,-----.-~---,-:;------0---,-------------------------------,-------,-----------,------------,-------:-------,--,-----,-----,--------,--~------,,-,--,------,------------.,...,--------,----------,-------,---;-,_--:::_,,--;-:, _;:--, -------:----:--:-::::----:-=:---=----:-:-',. •~;~.'.'._; I •• ·~-·:·,,,,~ • !i\f1Y\: • ' ) ' . ·-' .:.~ -~ \ ' . ' ' ( ' I I ' > I'~_{<< ;: ' ·--.1' >,,,, ',,i.. ' / 1, ,.(~,,--)·. ;·. j ' '' 1,,," ' '-.• ' k<· .. .• ~ . CONSTRUCTION NOTES TERRA COTTA COLOREll ·' ,, . VARIES 13.5' -2' MEDIAN v.1D1H VARIES • 1 / i ' ' ' ' ( ~::.--: -: CL CAMPUS DR. COMMERCIAL IMPROVEMENTS G)---TO BE REMOVED (ITEM AS INDICATED) ~RTU~~iii :g;DI. W '.: .. EX. AC DIKE / (MATCH u,snNt,) <., ~-1· • • 51+30.00 TO 54+91.25 SEE SHEETS C-17 THROUGH C-20 @---CONST. 8" CURB ONLY PER OCEMA STD. PLAN 104-0-0C, Al-8. ~ /PHASE 1 IMPROVEMENTS TO BE REMOVED / Z \'\ __ 1 I~ ~/W ~g2~:;: 1: ~~~ ~~ic~~~~Ai~R p~~E~~E~l°s~.A~L~~4~i;;-5~c, A2-8. , ~ 12 • m'EA;1;:~RB ~ :_i.--.. ~-·-:_'_·, __ '_.•· R/W @--coNST. 6" AC OVER 22.5" AGGREGATE BASE OR 15" AC. DEEP LIF1 AT / ! 0 it /8 • THE CONTRACTOR'S OPTION. -----7 I ;,,'., . !~oAsCJ>~KES I @---PROTECT IN PLACE (ITEM AS INDICATED) • ____ -1--j tr:rt .: . SAWCUT & JOIN ,-!--VARIES @--c~~TcJ~J;c~~~ 2a5;TI~~~REGATE BASE OR 18" AC. DEEP LIFT AT : ~ , 1 •i '";'. . @--REMOVE ALL CONSTRUCTION DEBRIS WITI-IIN NEW MEDIAN AND PLACE 2.0 MIL PLASTIC SHEETING~__. • z~ >-. · · SLOPE FILL SUITABLE FOR • STA. 14+60.01 TO 18+85.00 ;·-·. -VARIES , LANDSCAPING, 1 BELOW TOP OF CURB. , t- ._; ··•. , (PHASE I ;, 1if~~:~X-2% TYP. @----PROVIDE 2.0 MIL SHEETING PER DET. 71. ON SHEET C-1. SHEETING SHALL EXTEND -----_L ~~ m Z !J/;',' , IMPROVEMENTS),--,.....,.,_:,;,-27• GAS FROM STA. 14+60.01 TO STA. 18+85.00 EAST SIDE ONLY. SECURE PLASTIC ~ J tic' ,., · SHEETING TO PREVENT SAGGING DURING BACKFILLING. :if Q .1r~_;, ; __ • · VARIES @---coNsT. MEDIAN UNDERGROUND DRAIN PER ocEMA sTD. PLAN 1114 ALT. 11 AND As :::. suaGRADE (.) 39'-59' MODIFIED PER DETAIL 72 HEREON. ' ~-/ "'. CAMPUS DR. VARIES8'-27•·-,~~ @---coNST. STAMPED CONC. BETWEEN CURBS. "'I q·; • , STA. 50+82.00 TO 2' MIN.--1 l-I.._ VARIES 7.5'-2' MEDIAN/ PLASTIC SHEETING DETAIL ~{;\; ,; STA. 54+S0.25 VA,RIES; VARIES 38'-0' SWR. f;/ · . ; VARIES 63' -49' 51 • RCP 37' TEL t ~ \''. ,-,,__.,·,~ }< ·~-?, i-. " ' • ,·," ,f:\ • ' ~ ' ';;· •. <-.. , ,t,,,.,. . -· ·. -,,... -. ;< •• •-.-· ' ', ,. ,:•r;; • R/W VARIES 28' -30' TEL&GAS VARIES 10'-14' EX. AC DIKES I AND SLAB SAWCUT & JOIN (PHASE I IMPROVEMENTS)----- WTR. VARIES FROM 43 LT. TO 25 RT. OF CL ~ CL CAMPUS DR, Ir r@) 27" GAS COMMERCIAL IMPROVEMENTS SEE SHEET C-3 EX. IR/W I PROP. R/W VARIES 4: 1 MAX. 2' BENCH O 2% TYP. 3: 1 MAX. PROP. R/W EX. R/W VARIES 59' -52' 52' SAWCUT & .JOIN' • VARIES 7'-2' 32' GAS 36' ELEC. 40' -44' SWR. i---CL. CAMPUS DR. L SAWCUT & JOIN SLOF>f: • •• -· "~Ries 46' SIGNAL CONDUIT STA. 56+1~ TO 58+85 50' TEL. STA. 6#15 TO END EX.~ R/W "' PROP.R/W~ I I . -VARIES • S,.2,QOlli VARIES 15'-2' N.T.S COMMERCIAL IMPROVEMENTS BY OTHERS VARIES I0'-13' TERRA COTTA COLORED,~ STAMPED PCC !RUNNING BONDI. l'1ATCH f_XIST/1/6) "_,.N "' 3 CUBIC FEET Of GRA'IELc-----t~ PER LINEAL FOOT, WRAPPED iN FILTER FABRIC II ~ , "' 4" PERFORATIED ABS PIPE CONNECT TO STORh.t DRAIN ~ • ..... ~-~---'--'--'-~ TYPE A1-8 CURB AC PVMT. SUBGRADE ® CAMPUS DR. STA. 49+26,67 TO 50+82 • 2' MIN. -I l- VARIES 33'-39 VARIES 4•_9••-~~;;-- I.._ VARIES 12'-5' CAMPUS DR. STA. 61 +60.53 BCR RT. TO STA. 66+ 08.63 RT. AND STA. 62+08.18 LT. TO 65+23.73 LT. 48' WTR. 50' TEL. VARIES 51 '-44' VARIES 59'-44' MEDIAN DRAIN N.T.S DETAIL® VARIES 66' -63' 16+50,00 TO 18+85.00 R/W I I. CAMPUS DR. STA. 16+50.00 TO 19+32.22 EX. AC DIKE (PHASE I -·IMPROVEMENTS) ' 80' 11 20' I 51" RCP 38' SWR. 43' WTR., TEL 25' TEL 28' TEL & GAS ~ CL CAMPUS DR. _I VARIES 2'-11' ---~~~.v~ EX. R/W -. ........ 27' GAS· VARIES 41'-32' 38' SWR. 43' WTR., TEL COMMERCIAL IMPROVEMENTS SEE DETAIL 4, SHEET C-16 I PROP. R/W _,__VARIES 4: 1 MAX. 2' BENCH C 2% TYP, R/W . . CAMPUS DR. STA. 56+14.15 TO 59+39.86 BCR COMMERCIAL IMPROVEMENTS SEE DETAIL 4, SHEET C-16 (PHASE I IMPROVEMENTS) •. ! ... i----CL CAMPUS OR. 40' SAWCUT & JOIN .I . st~ \l~Ri<S • 27' GAS 34' ELEC. STA. 56+1+ TO 58+85 36' TEL ST A. 58+ 14 TO 58+00 59' ,. ' •" PROP. R/W ~ COMMERCIAL IMP 0 ROVEMENTS X. SEE SHEETS C-17 -C-20 R/W •' L .. I , .. VARIES • I I . ~ • . VARIES 27' SLOPE VARIES MAX. ~ -- ('.) z z w 0 ~ w > O:::'. 0 (/) ::::> 0... 2 <( u \ (J) z 0 I- 0 w (J) _J <( 0 Q_ >-I-· rovals >-m CD -C C 1,1) C: 0 -1,1) -> CD 0::: . E >-VJ .. CD -0 C •• "C ~ .c u z ::,c: .. C ~ 2 C z ::,c: •• C: Cl ·-1,1) CD C ~ CL. CAMPUS DR. PE~,, Chief115' ;~r-,:-; ~ ,,: r'( \ ',-,--_.;., ,,, R/W I CAMPUS DR. STA. 14+ 6 0.0 OTO 1 6+50.00 1 C / i (PHASE I IMPROVEMENTS) VARIES 18'-12' 80' I 27' GAS EX. R/W I VARIES 43'-41' ~ VARIES 2'-11'-' --ll!W--'- 1 lvARIES 38' SWR. 43' WTR., TEL , rPRoP. I/ R/W VARIES 4: 1 MAX. 2' BENCH @ 2% TYP. CAMPUS DR. STA. 54+90.25 TO STA. 56+14.15 R/W 75 VARIABLE WIDTH MEDIAN STA. 5501.23 TO STA. 56+12.15 0oR 6 SAWCUT Ile J 12' SWR. i----CL CAMPUS DR. SLOPE VARIES 40' , R/W / EX. ---------- COMMERCIAL IMPROVEMENTS SEE SHEETS C-19 & C-20 59' ! PROP. R/W--..i I I· ~-:~· _ __,v~A~Rl~Es,,_ __ '..,~·I· -- S-2.00lli VARIES • I SLOPE VARIES 2 1/2:1 MAX. ~"'l \_2, BENCH O 2% TYP. N01E: TYPICAL SECTIONS ARE NOT DRAWN TO SCALE. PHASE 1 IMPROVEMENTS CONSTRUCTED UNDER SEPARATE CONTRACT. J.N. 166-21 05/16/90 1:3:58:42 7uat!C,?o: Plan No. GSA 41000-179 Sheet . of 41 ,_ I h: .: .. v~ . ,··-- • ! 40 20 2 1 0 j l , , , . i ------•· - 11+00 12+00 CONSTRUCTION NOTES G). TO BE REM0VE0 (ITEM AS INDICATED). @--JOIN EXl.STING (ITEM AS INDICATED). ~ SAWCUT EXISTING 13+00 @--FEATHER TO JOIN @.----CONST. 8" CURB ONLY PER OCEMA STD. PLAN 104-0-0C, A1-8. ... L=28.S6'. -- 50.00 55.00 l t . • j 50.00 i 14+00 f<ril 0-----CONST. 8" CURB ANO GUTTER PER CITY OF NEWPORT BEACH STD. 182-L TYPE A. @---CONST. 4" THICK P.C.C. SIDEWALK PER OCEMA STD. PLAN 1205. @--coNST. 6" AC OVER 22.5" AGGREGATE BASE OR 15" AC DEEP LIFT AT CONTRACTOR'S OPTI @~--PROTECT IN PLACE (ITEM AS INDICATED) @---coNST. MODIFIED DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD. 166-L AND DIMENSION SHOWN HEREON. N. ¢: @1----REMOVE ALL CONSTRUCTION DEBRIS WITHIN NEW MEDIAN AND PLACE FILL, SUITABLE FOR LANDSCAPING, 1" BELOW TOP OF CURB. QJ---PROVIDE 2.0 MIL SHEETING PER DET. 71. ON SHEET C-1. SHEETING SHALL EXTEND FROM STA. 14+60.01 TO STA. 18+85.00 EAST SIDE ONLY. SECURE PLASTIC SHEETING TO PREVENT SAGGING DURING BACKFILLING. (@--VERIFY LOCATION OF EX. MANHOLE WITH RESPECT TO PROPOSED CURB FACE. IF MANHOLE INTERFERES WITH NEW CURB, OMIT INTERFERING PORTION OF NEW CURB FACE 12" EACH SIDE OF EX. MANHOLE AND INSTALL STEEL ANGLE CURB FACE (12 GA. MIN.) TO B BOLTED IN PLACE. ADJUST MANHOLE TO GRADE PER UTILITY COMPOSITE SHEETS. 0 0 • 0 0 +1 .... 1----.... • ~ en 40 80 COUNTY OF --+-ORANGE CITY OF NEWPORT BEACH 1J -1--- l ¥• .. m.-•,.-•"• CURVE DATA I< ) DELTA RADIUS LENGTH TANGENT 1 06"44'44" 35.00' 4.12' 2.06' 2 181"49'17" 9.00' 28.56' ---- ' . ' , ' ' l ~ e:: 0 ':!; z ..: e:: (/) Cl _, (/) ~ :::, Q. (/) :::i; 5': < a, u a, I') -IX) "' en ,.... 0 + + -.... l/l -- a:: 0 z I-w w a:: I-en _J ~ (/) a:: (D Sg I -' o • 0 0 a >ic ' l/l LU --' :z ' •• 0 : u .., . m i.J' • I') ~ ,-.. Cl Ol () l/l < ~ ':!; . 0' < :::i; I-w. (/) c:: ci w, m (HORIZONTAL) 0 2 4 (VERTICAL) hl ~ c,j' <O + .... -g 'L= 4.24' ON. CURB =4.1 • o.c. 0:: fd 0 Ol "' e:: "' fd + .... -, Iii ~ ><' w '" --•= ~, u z~ (!) z w w CD :::i; -':!; 5o w e:: (!) Q. z :::i; i= C) (/) z X I= w (/) ox a:> w "'z "' +o .... .., ~ (/) -0,81::c " 15+00 : ~ 1-z :c w (!) :::i; -~ ':!; .'." c:: 0 g (!) e:: ·z • 1-a. I') i= "' :c :::i; "'(!)-•• w p,j c:: (!) u ~ -q-ZWCI) NI= "'(/) 0-(.) c:: ..: x i= u inw O Vl w "' :5 0 ~~ ± a, '-.0 ~ a. c::, z "' . t Ii:;.: ~ 8 .... ,c (I) m -~Ill < C>z I-z-(/) < C) w CJ ,_ >--;•• <: ,c' ':!; c:: Cl -'I" U 11 ox 0 . a:, ~ II + >-l/l . -• -I~ ;5 II (/) ~ u iii CJ (!) 0 N ,,i l/l + l/l 1- -l/l ~~ (/) "'· 0.01' vc PVi,=53.52 a. < .... . .... .... O! Ol -,.... Ol + u + • lO I-• tO -~ ~ .. ~ --~ ,-j ti< l/l . ON CURB i CJ c, L= 1 5.07' gi-----_;_➔o"'N""c"'uc,;R"'a..--------+ EASTERLY MEDIAN TOP OF .CURB PROFILE 0 l/l .+u , r-,... r-- . . EXISTING FINISH SURFACE ALONG CENTERLINE ~ L=327.95' .... .... ON CURB ,,i 0 + ~ "' ... I") " .... ~-.. EASTERLY TOP OF. CURB PROFILE ·< t; :;i -0.35% f ' ' ,_ . " • "'" ··~ ... ' ' ' i ' ·--~, t ·--·--=--16+00 17+00 18+00 19+00 20+00 21+00 PROFILE SCALE VERT: 1 in -2 ft HORZ: 1 in = 40 ft ---w s - 13 71 6 T :_ • • _;:_m:., ,;. ::_ ·.= .... • f -• .. 13+ TREE ~ ' --1,: :c C) , c:: "' 1 "' ., p,j ..,. (/) . w I-' (.) z ~;. a. < w.: , . LL :::i;· < e:: ':!; :::, .... (/) 0 .... e:: oi >i n. ,.... w :::i; + l/l -~ (/) SEE DETAIL 4, ' ' 1 (/) '. l::l . I!: I' .. ..: 1 _, • C) :Jlz ~ • i= w ow u z -w < w a,:C LL :::i; 0 c:: (/) e:: ~ 0 :::, u ::::, ui u i= (/) 0 IX) "" + . (/) >i n. Cl-,: :::i; a:> w ..J w -:::i; n. ~ Zo oz (/) .., w SITE CONSTRUCTION \ / CURB & AC oot ' •••~.de~ 2F B ~ 0 1:U•_··_c·-;-1 15' -1--_,.7 1 2 PORTI N OF DWY.1 A , .,~; w :::i; w ~ z 0 I-u :::, c:: I-(/) z 0 u ll) - ,) l/l "' .-1-p,j ,, < I ~-::: ,~ C!) • "" Cl~ ,. . 0 ~u. . ,o 0~ ·•N i5 zCll I") :::i;O..J n. ~~(.) Oo,-.: < 8: n. II "' :::i;1-X "' -u. "' • :::, a:> I') Iii llf II + X C/l>-a, ~ wz. oin ~ ~(.)~ oW,c (/) -, e:: J.N. 166-21 06/28/94 10: 35: 31 FILE = I: \ACADDATA\166.21\REV2\C02 55.00 50.00 55.00 t . ·-. 50.00· '~ ""-. ' , _, . ' , ., ---~· w 0 z <( Q:'. 0 LL 0 >-f--z :) 0 u ~ - (;) z z w 0 ~ w > er: 0 (f) :::) a.. ~ <( (.) LL (/) .... Ol l/l .--t--t--t--I!! z w a a,: § a,: < C, < I'? ~ z 0 u g ~ ~ c2 C, 1::i a,: w _J -LL 0 N "' Cl:'.'.: "' I") Q_ + a, - 0 ~ z ~ <( I") ,.... en l/l z + .... ::5 ~ ~ Q_ ~ e:: ~ Cl (/) :::, n. 3: :::i; tS 0 <( 0 Cl:'.'.: rove ls Chief >-CD ill +-C 0 C/1 C 0 ·-C/1 -> ill et:: • E >-tn 0 01 '-..., 'q' ..- '-..., LO •• CD +-C 0 C Cl -C/1 ill 0 "sfa~ To: Plan No. GSA 41000-1790 Sheet C-2 of 41 • 40 2 • . ~ ' ----------------'---• ---·-------------,---1 ... • ----------:---··'·- j ' ' ' • j • ' • : ;.~_,~;"=•~• •o-f """wvvv,~ f ' • - f . _1_ ------! t --. --·----~ --,,--•---~------·--- ' • 41+00 PROFILE SCALE VERT: 1 m - HORZ: 1 in - 20 0 0 0 • 0 0 + 2 ft 40 ft 40 (HORIZONTAL) 1 0 2 (VERTICAL) -.. --· ·r-· i , . ··• ---·1 · i I ' ' ' t • -• ' ~--·' ,,,,; --~--f ·-· . --~------· i 0 DELTA 4 20'14'45" 5 04"06'29" 6 19"42'20" 80 4 i i l l l ------~--· ----------., . ------r ' ~-· _ ..... : ... ; ' l ! i .1. -. ·-· -<-------· -·--------~-__. ___ ~---·-·· ----.. ______ ., -- ----L -------L .... -••• ----• ---·-... ----------.. J. -... -------43+00 44+00 CURVE: DATA RADIUS LENGTH TANGENT 157~.01' 557.60' 281.74' 1622.~8' 116.36' 58.21' 1474.89' 507.25' 256.16' '"' . ' 45+00 . - i i ' ' j ' . 1 1 . t ' _t,_ --,.... " --. --- --;-,---~ -·---· -1 --- ' "·" ,,;,_., ________ ~~--- 46+00 i l WESTERLY MEDIAN TOP OF CURB PROFILE L=116.36' ON CURB L=557.60' -ON--CURB, j ' "'••·---·"··-~ --.----· .. . ,•-. ·-·•?'a:/,.-, E'LY TOP OF CURB PROFILE ' -.it- I (..) 8 :I: (/) w w (/) . O_ o-· • 8 + -.,.... in ~ (/) ,- 48.00 49,0.0_ ·-,,, • " ' -• ----.,,. --_, -.. ---" • -c, 48+00 49+00 50+00 0 #46 -SURVEY MONUMENT (FOUND R/R SPIKE) CL STA. 50+81.{11 8.C. 550,988,529 N 1508,355.569 E .. . .. ..... . ,.._ . . .. ---··-.... . .. , ... ,..,.. -·-··-· ··-· ·----- 24 ~I Cl ..J j:.. u II IO X co -ai CIC) tl;l!. ffi . --.j- ~1 24 51+00 EX. AC DIKE, "'¢ I u AC SLAB AND SURFACE IMPROVEMEN'fS 4 w ~ " "1 f-0 J: Q'.J <, +-0 ct: IO" 0 •N ~ti; L ... , ' N 49" 20' 33" W 42.87' CONST SURVEY TEMPORARY CONSTRUCTION EASEMENT SEE SHEETS C-17 TO C-2O FOR ON SITE CONSTRUCTION AND CONTINUATION OF TEMPORARY CONSTRUCTION EASEMENT w C) z <( O:::'. 0 LL 0 ~ z =:) 0 u v N Ol Ol CD -C \() Ol C C) z z w 0 s: w > O:::'. 0 if) =:) Q_ 2 <( u w _J LL 0 0::: 0.. 0 z <( z ::s 0.. ~ 0 <( 0 0::: 0 0 g + -IO ~ (/) g " co cci N + CJ)· -.j- ~ ct: Cl (/) ::::, a. ~ Approvals PE ~'_,/ Chief . E >-(/) •• CD -C C •• "C ~ ..c u z ~ r:: C, ·-(II CD C S_9-fjsfac!gry To: U 2 ///':,_) • Plan No. GSA 41000-1790 Sheet C-3 of 41 J.N. 166-21 03/03/94 15: 56: 58 FILE = l:\ACADDATA\ 166.21\REV2\C03 -l .. i . " ....... . 40 20 2 1 i-• i -' I ' ! I PROFILE SCALE VERT: 1 . In - HORZ: 1 in - 2 ft 40 ft FORMER CL AIRPORT WAY • 0 40 80 (HORIZONTAL) 0 2 4 {VERTICAL) __ ,, .. ' 10 \ 1 . \ ' \ IM~RO'(EMENTS ...... \ ; -·= -~'. --::~_ i ------~---~-r----\ \ \ ------------ \ ,J....-t,·-& TEMPORARY CONSTRUCTION ~ EASEMENT ' S 51"00'39" W 9.o-1 , 125.46' ,_ , .. , --'~ 1 < ~ \ \ ,.,-- l I I ' I I ' f \ l • , LLl Ill 0 :z~ :z Ol LLl U) ::I: "" a: I \ J S 56'53'09" W 128.40' COMMERCIAL SIGN TO BE Rtl:OCATED AT @ OWNERS DIRECTION \ l 51'00'39" W 128.87' i ' ~\ 1 \ \ \ L_ NOTE: 3 \ , I , -. I \ \ SEE SHEETS C-17 TO C-20 FOR: ON SITE\ CONSTRUCTION I I 1 I j I ' ,j AND CONTINUATION OF TEMPORARY CONSTRUCTION EASEMENT 't ; ; \ ~ i ·......,~,.._, .... 3 STA. 55+16.24 CL. CAMPUS CONST. = STA. 0+5.46 CL AIRPORT WAY $ STA. 55+65.28 SEE SHEET C-33 FOR CONSTRUCTION ... J CL MEDIAN CURB OPENING IN "Q-IIS AR½ / / I / I / ' . j / / ~::-/ TEMPORARY / CONSTRUCTION EASEMENT fil s o6'59'32"/r 116.48' N 76'52'08" 153.00' TEMPORARY CONSTRUCTION EASEMENT STA. 57+95.50 RADIAL BEARING CL. N 15'16'14 W 77.00' RIGHT N 76'52'08" W 119.04' -·+--· - . ' ... ' i ! I ' . , \ J I ' CURVE DATA 0 DELTA RADIUS LENGTH TANGENT 1 19'42'20" 1474.89' 2 09"44'17" 1470.89' 3 1ao·oo·oo· 1.00' 4 150'24'58" 1.00' 5 00•07•43• • -1622.01' 6 07"45'31" 300.00' 7 31'36'08" 50.00' 8 00'33'48" 1205.00' 9 16715'54" 2.00' 10 20'14'45" 1578.01' 11 20'43'07" 1141.00' 12 06"49'57" 335.04' 13 09"58'25" 266.90' 14 01"52'10" 1205.00' 15 89"35'03" 1.00' 16 90'59'42" 1.00' 17 80'07'17" 1 .OD' 18 99"52'13" 1.00' @ RADIAL POINT STA 55+59.04 @ RADIAL POINT STA 55+71.00 @ RADIAL POINT STA 55+59.13 @ RADIAL POINT STA 55+71.17 CONSTRUCTION NOTES ~ TO BE REMOVED (ITEM AS INDICATED) @-To BE RELOCATED (ITEM AS INDICATED) ~ SAWCUT EXISTING 507.25' 250.00' 3.14' 2.63' 3.65' 40.62' 27.58' 11.85' 5.84' 557.60' 412.60' 39.95' 46.46' 39.32' 1.56' 1.59' 1 .40' 1.74' 4.00' LT 4.00' LT 8.40' RT 6.16' RT 256.16' 125.30' ----- 3.80' 1.83' 20.34' 14.15' 5.92' 17.92' 281.74' 208.60' 20.00' 23.29' 19.66' 0.99' 1.02' 0.84' 1.19' @--FEATHER TO JOIN TO THE SATISFACTION OF FIELD INSPECTOR ~ CONST. 8" CURB ONLY PER OCEMA sm. PLAN NO. 104-0-0C, A 1-8 (lj-CONST. 8" C&G PER CITY OF NEWPORT BEACH STD, 182-L TYPE A. ~ CONST. 4• THICK PCC SIDEWALK PER OCEMA STD. PLAN 1205 18\@-CONST. ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L ~ PROTECT IN PLACE (ITEM AS INDICATED) ~ CONST. 7" AC OVER 25" AGGREGATE BASE OR 18" AC DEEP LIFT AT THE CONTRACTOR'S OPTION. @--CONST. ~ THK. PCC DRIVEWAY APPROACH PER CllY OF NEWPORT BEACH STD. PLAN NO. 166-L ,:vr PER PLAN) @--REMOVE ALL CONSTRUCTION DEBRIS WITHIN NEW MEDIAN AND PLACE FILL, SUITABLE FOR LANDSCAPING, 1 • BELOW TOP OF CURB. @-CONST. MEDIAN UNDERGROUND DRAIN PER OCEMA STD. PLAN AND AS MODIFIED PER DETAIL 72, SHT. C-1. @---CONST. STAMPED CONC. BETWEEN CURBS. 1114 ALT. II . ' w (.!) z < a::: 0 LL 0 ~ z ::::> 0 (.) C) z z w 0 ~ w > a::: 0 (/) ::> (L ~ <( u PE LLl z 0 I 0. w ,.,J w f-l:? ':i ::, :::, w"' 1(2 (/) z <( 0 OU ,-.. (/) I:? w t, w z (/) ~ Ci u "' w _j -LL 0 0::: 0... 0 z <( z ::5 0... >-<( 3:- 0 <( 0 0::: g f2 0 0 g + -U) Approvals Chief • E ;:, 0 0) v U") •• Cl) -0 0 •• C 3: l:! 0 z ~ •• C C) -Ill Cl) 0 Satisfactory To: GSA/A&E Division Plan No. GSA 41000-1790 Sheet C-4 of 41 J.N. 166-21 09/23/94 08: 22: 42 FILE = I: \ACADDAtA \166.21\REV2\C04 ' .! • • - . ' Ji f ! ! . l I ' . ! • I I I I 40 2 L 20 . . 1 ' ! ' I 0 40 ' t • I j. . t ' i . I I ! II . . l l i ' I 48.00 r·1 I I ! f I , '. I 80 • • '. l I i i j ·1 • l • I l I l I ! l 11 i I tp 59+00 i 111 i • i ' ., I '. I (HORIZONTAL) 1 -I !/f 11 1 0 S #47 - 2 ~CAL) j l Ir I I I I I/ 1/ 4 / / I if /1 __ ,,,,/ l1111 SURVEY MONUMENT (PN. B&W) STA. 60+57.68 CAMPUS DR.= STA. 21+06.45 MACARTHUR BL 551,405.335 N 1509,208.363 E +06.45 MACARTHUR I 1 / 1 ' i 1 ' ! i .;::::::,--:::::- ~ -£~, ?' EX. .;::::::,-·"' . -~ I !'I -rr~ -:;:;----"-' -- -;;"-·.:._,,. Z l .,,,.,.~•,,,,._.•• ~ -: • -;;~ 0 Iii i:Sl~wi>--:.-::?' QI • Jr C • ~t1j .,. I . .J . I I . j I I I EXIST. R/W ~f EXISTING SURFACE IMPROVEMENTS • l ! I I l • f l ' ' ... l ! . ! 2' MIN. l "' I 5 4 EX. SIGN ISLAN_Jl.... 2 2' Ml . C&G & SD :::;;;.- fl __-ff ft 2' MIN. SAWCUT 62 EXIST. SURFACE MPROVEMENTS EXCEPT, TREE REMOVAL BY OTHERS. -;-.,:..-· --~ , e, • • ----•""'' ,, # - 16' TEMPORARY TREES CONSTRUCTION . 13 __sASEMENT ~-· . ..-· IM 63 C-AM--:P~U-;-;:S-:---I DRIVE _.,.,.,,~ FROM R=1200' VERT: 1 in - HORZ: 1 in - EXIST. S 2 ft 40 ft ,,, "' ,,, N + ~ { } 1 2 3 4 5 6 7 B 9 CURVE DATA DELTA RADIUS LENGTH TANGENT 100'52'50" 50.00' 88.03' 60.53' 10'46'09" 1251.00' 235.13' 117.91' 08"33'05" 227.30' 33.92' 16.99' 04"15'15" 345.92" 25.68' 12.85' 20'43'0, 1141.00' 412.60' 208.58' 111"30'33" 35.00' 68.12' 51.41' 79"01 '38" 35.00' 48.28' 28.87' 04"42'13" 1141.00' 93.67' 46.86' 16"41'29" 800.00' 233.06' 117.36' <.:fCC:. "'--I ,........__-"-;..~ --.,. . ~ ---._,_ C .___ j ~ SIDEWALK I I CONSTRUCTION NOTES Gr::-To BE REMOVED (ITEM AS INDICATED) "'@-JOIN EXISTING (ITEM AS INDICATED) . . . ! ' • l I l 1 I ~ TO BE REI.PCATED (ITEM AS INDICATED). SAWCUT EXISTING ~FEATHER TO JOIN TO THE SATISFACTION OF FIELD INSPECTOR 0-coNST. ff C&G PER CllY OF NEWPORT OF BEACH STD. 182-L 1YPE A. • @-CONST. t!' C&G PER CllY OF IRVINE STD. PLAN NO. 200 1YPE A-2. . ©-CONST. 4" PCC SIDEWALK PER CllY OF IRVINE STD. Cl_ ___ _ PLAN NO. 201. ~ CONST. 4" PCC SIDEWALK PER OCEMA STD. . l . i A PLAN NO. 1205 ~ @-coNST. ACCESS RAMP PER CllY OF NEWPORT BEACH STD-181-L &-PROTECT IN PLACE (ITEM >S INDICATED) @-CONST. i AC OVER 25" AGGREGATE BASE OR 1 f!" AC DEEP LIFT AT CON1RACTOR'S OPTION. @----SEE SHEET DETAIL 12, SHEET C-15 FOR ON SITE CONSTRUCTION. @--RELOCATE EXISTING CURB DRAIN THROUGH NEW CURB FACE. @----RESTORE LANDSCAPING AND IRRIGATION IN A MANNER SIMILAR TO ORIGINAL CONDmONS OR TO THE SATISFACTION OF THE ENGINEER. FLOAT GRADE >S NECESSARY TO PROVIDE A SMOOTH TRANSmON ~~ ~~~m8~ ~1 si~0~~J0ntRtNRpPiA1crJtW.E. ©-coNST. COMMERCIAL DRIVEWAY (FOR FIRE ACCESS) PER CITY OF IRVINE STD. PLAN NO. 204. W• 20', X=4', CONSTRUCT 4" CURB FACE WITHIN 'W' DIMENSION. @-CONST. ACCESS RAMP PER TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE @--DEMOLITION BEYOND PROPOSED R/W BY OTHERS. w C) z <( 0::: 0 u... 0 ~ z :) 0 0 ~ a--+-+--t--1--- • E N N .->,,, C) z z w 0 3:: w > 0::: 0 (/) :) 0.. ~ <( u PE w .....J LL 0 0::: 0... 0 z <( z :5 0... Approvals Chief VI .. a, -C 0 .. ,, .::I. .c 0 z ::,,::: •• C 3: E 0 z ::,,::: C Cl -Ill G) 0 Satisfactory To: GSA/ A&:E Division Plan No. GSA 41000-1790 Sheet C-5 of 41 J.N. 166-21 09/23/94 08:26:36 FILE = l:\ACADDATA\ 166.21\REV2\C05 ·,. r ,:>/ , ,c--, l ,,~~ t" ·.!( ... . •,. 1' ' "' • • ' I I • . , i . ,.;-f/'·•c:,-~-~;: .,co·~· • ' CAMPUS DR. STA. 16+00.00 CAMPUS DR. STA. 15+50.00 CAMPUS DR. STA. 15+00.00 R/W <O 0, .... ., . • N ''"" "' 000 ooo Q\[')Q 000 d ,....: u:5 Nd«; Q'J to CD (0C0 r-. I I I I I I X-SEC'TlON DIST. FRO~ CENTERLINE REFERENCE ELEV.= 50.00 R/W 0 ~I ., 0, <O "' ~ ·N &1 lf) 8 8 888 d CO Nd«; 0:, co ll',)::Ot-,. I I I I I X-SECTION DIST. FROM CENTERLJNE REFERENCE ELEV.= 50.00 g 0 "' I 0 .. .. U'.l R/W I ooo ooo ...:dcd '°"'" I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= SO.DD 8 8 00 <ti "' I -.J I Q 0 .... 'C "' ., . ui S=-0.87,: ~ . n .... :f, 0 0 <ti -I 0 0 <ti -I 0 0, ,,,_ .,i ..; "' "' 8 cio 0 .J "' () 0 0 Ooo 00 G N ..f S=-3.33% N :;i 0 0 0 ,., S=-5.50% • ., 0, N fe "' "' ., 00 "' "' dN ........ R/W 0 "' 0 "' R/W !,: 4,1 MAX. 2' BENCH C 2% TYP. 4,1 MAX . CAMPUS DR. STA. 17+50.00 2' BENCH C 2% TYP. DWY FLARE S=-0.50% 0 0 ;; N N N N N N N N ~~ ~ ;8 R W S=2.00% S=-J.~2~ -~I-2:!:2~> .... ~, -· 0 NN N 0 NN "! "' ,...:: P") n ...... ui 4, 1 MAX . CAMPUS DR. STA. 17+00.00 2' BENCH C 27. TYP. CAMPUS DR. STA. 16+50.00 VERTICAL SCALE: 1 inch 2 feet 20 feet HORIZONTAL SCALE: 1 inch DASHED LINE = EXISTING GRADE SOLID LINE = FINISH GRADE J R/W <O "' <: NN "'"' "' 0 0 000 0 0 000 0 <D Nci«; "' ., .,., .... I I I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 50.00 R/W ~1 "'° in , l")o ,. 0 0 0 0 0 <D 0, "' I I "'ri ., 0, "' n ": ·N ~ "' ggg NC)o:j """" I I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 50.00 • R/W I g g g :s I I 800 00 Ndcci .,., .... I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.~ 50.00 0 "' .. "' "' 0, ri "' . 0 "' "' I 0 ., .;. ., n .;. "' 0 0 .,; ' 0 O> .. "' ,., N ..; "' 0 0 ,ri I ., 0 ., ri I I II <n "' a "' ..; I I II U) "' U'.l ,,; "' 0 "' <O I 0 a <ti I ',,, ,,, 0, ri ., 0 0 0 .J u 0 0 0 .J u .; :;i 0 0 od 0 ri .J I U S=2.00% S=-3.20% S=-1.07% S=-4.00% S=-1.44% . s~r-• .Joi •,. • .. 'l') ,,,, ... :g "' "' 0 0 0 .., ., <O ~ 0 0 0 n 0 a> c-J, "' ' 0 0 d ,., .,, .... <O N N " "' "' 00 "'"' l(),..,: nn 00 "'"' r--'.oi "'"' 0 "' ,.; "' oo Oo c:Ji,...:: ,., .. R/W 0 "' .,; .... R/W q ., >< w z 0 , .... N ri ., 4: 1 MAX. 2' BENCH C 2% TYP. S=-0.337. CAMPUS DR. STA. 19+00.00 .._ S=9 . .36% PROPOSED D/W 0 "' "' .... R/W I Oo Oo oi...:: .. .,, 0 ., ri CAMPUS DR. "' STA. 18+50.00 4,1 MAX. 2' BENCH C 2% TYP. DWY FLARE CAMPUS DR. STA. 18+00.00 a 0 0 0 0 "' 0, "' I I R/W "' <O ..; "' O O 00 0 0 ~ 00 0 d t0 NO a:i ai ro coco r-- 1 I l I l X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 49.00 0, <O 0 "! • N ~ "' 000 000 Ncicd """" I' I l X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.- R/W .. "' :;i I ~--~-<O N "' ., " "' <O 0, "' -"' "' "' "' 8 g ggg ci ui Ncitti o, c:o cocor-. I I I I ! 49.00 .. X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 49.00 0 0 .n N I J.N. 166-21 D5/08/90 14:49:09 "' ,., .. "' ;:: ..; "' 0 "' ,i N I C C! "' N I a, " ., a 0 d -I - 8 -I "' N ri ., 0 0 .; I 0 0 d .J u 8 d d S=-0.20% 0 0 d .J u • • 5=(-237-"J ' '·~- "' "' ~ :!! ., -o-N • o, U'.l N • !.O in 0 0 g S=-1.63% PROPOSED D /W s.,,._27 • 5/4 0 0 g R/W ooo 0 oo □ C! o,...::,..; :;: "'"'"' R/W .. t--; 4: 1 MAX. ~ 2' BENCH @ 2" TYP. 8 "' .... 5=6.20% S=9.38X 0 0 o a ~ g w C) z <( ~ 0 l.J... 0 >-1-z ::::> 0 0 C) z z w 0 3= w > ~ 0 l/) ::::> 0... 2 <( 0 (I) 0 z 0 + 0 "' -. I-~ 0 0 0 + w IO -(I) ~ VJ (I) Q'.'. 0 (I) VJ ::, 0 0.. :::. et:: < u 0 Approvals Chief Plan No. GSA 41000-1790 Sheet ··C.-C6 of 41. t/1 C 0 ·-t/1 ·-> Q) a::: . E >-(/) 0 O'l ......... v ~ ......... I{) Q) -Cl 0 •• C 3:= ~ 0 •• C Cl ·-t/1 Q) 0 _, ~;/::t::, ,. ' :~~t-·-:t. '1·,_;-::-, ' ,,_ ., •, ):.:::.:_, ;,, :. .,__ ' •' .. ... >,. .. :-·:s,.,: -~. -~., ' :~. :: : -;:'". ",_,; " • .. <...;,,. • . ,r ':;", ,, ~ CAMPUS DR. STA. 51+00.00 CAMPUS DR. STA. 50+50.00 CAMPUS DR. STA. 50+00.00 CAMPUS DR. STA. 49+50.00 VERTICAL SCALE: 1 inch HORIZONTAL SCALE: 1 inch DASHED LINE - SOLID LINE - R/W 1~ ~ ~ ·~ ~ ~ ~ ~~e1~ O C'ltOC'IO a:l t-.. lO tO ID I I i I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELIEV.= 43.00 R/W N gl '"": u>1 "' .. , ... ___ ..,..._ g 0 "' I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 R/W I I -,-.I " ... "' ~ t;: "' w "' ·. ' I ".J 1-~ ,. "' ID 0 0 0 "' I I I I ,ri "' ... 00 00 (0 -t "' "' I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 42.00 g gg ci iri N ., ... ,... I I I oO ~q "' .. "' "' I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 2 feet 20 feet EXISTING GRADE FINISH GRADE "' 0 .; I 0'<>1-0 q s,:;-~-., .. 0 q 0 "' N o:i I I 0 0 0 ~ '" N I I 0 0 q q N N N -I I -,... o:i .. 0 q .. I ..., "' ,..: .. 0 0 0 -' " s-2.00,i S=L22% "' "' w .., 0 q 0 n 5=2.82,i s=( •• • -2,6~%) q s--1.00,i " ... 0 0 0 0 0 0 . -' "' u 1.83% " .. "' ... w "' ., ID ... 00 _q q "' -n.., R/W I "? 0 "' "' ·1 I +.; .... I 00 0 00 0 ~(O .; ..., "' ... R/W 2.00"--, I "' ... ,..: .. 0 0 0 -' u S=-1.83'1 "? ... .. 0 0 0 -' u 00 00 .-: ..f-..... R/W I I I I . -• R/W I :ll o:i .. SLOPE VARIES PROPOSED DWY. 00 qq "'0 ... "' 0 0 ~ S=G.17% 5=9.38% PROPOSED DWY. 0 0 0 "' 4:1 IIIAX. 2' BENCH O 2ll TYP. g g S=1.50% S=9.38% PROPOSED ow. 0 ,..: "' CAMPUS DR. STA. 53+00.00 CAMPUS DR. STA. 52+50.00 CAMPUS DR. STA. 52+00.00 CAMPUS DR. STA. 51 +50.00 "" ,. R/W I ... N .... o:i ., ___ .::S_=:;0·.:.3.:.;\%c...----;:;t--'° .. ,., g o:i 0 0 q n a, I X-SECTION DIST. FROM CENTERLINE REFE~ENCE ELEV.= 43.00 '° "' w ... 0 0 ,... "' I X-SECTION DIST. FROltA CENTERLINE REFERENCE ELEV.= 43.00 R/W I I I m ~1 ,n !l' I ID ~ I ,.._ 0 '° '° ... .. 0 0 00 N q 00 .,; N u::i ..,j "' "' '° '° I I I I "' ~I I I 1'.l "' "' I R/W I I I ~1 ~I 0 q 0 "' I ' -.. "' ,... ,ri ,ri .. .. 00 00 N ci "' "' I ,0 .. '° .. 00 ~~ ,n ,n I I I X ·-SECTION OJST. FROM CENTERLINE "' N "' .... gg 0 IX) "' r,.. I I REFERENCE ELEV.= R/W <O 0 ,..: I .. I . I 0 ..... N • . "' "' ., .. 0 00 0 00 g ~~ I I I X-SECTION DIST. FROM CENTERUNE REFERENCE ELEV.-43.00 43.00 '° ., ... ., g ,ri ., t1 in. "5 ro ..,. .. ~ .,... O> " ... ~4 ,... .. N N ... .. g oi ~ I g 0 0 0 .; .J lo -~ . ... ... 0 ,n ,..: I ,... " ,..: ., 1'.l 0 -' '-' ...... 0 .... "' . . ., ~ .. II N U) "' ,..: .... ,_ " ,..: .. "' ... 0 0 0 9 '° .. I 0 0 0 I I • 0 "' " ... 0 q "' I S=-3.00% "' "' ,..: .. 0 0 0 -' " 0 0 ci -' u g ci "' S=J.50'1: s=r -2.s.3-"J g g "' ,... ID .. 0 0 0 "' 0 q 0 ,,., Rf COMMERCIAL IMPROVEMENTS 1 SEE SHECTS C-17 & C-18 .. I I .. 0 o:i "' .. .. ~ "' a, cq "? "' "' SLOPE VARIES ~ ... 5=-2.os,.- "' "' "' "' -"ID .. 00 00 (..j..f. "' "' "' ... 0, •N "' . .. <O .. 00 .q U"J "' -v ,0 0 q N <O R/W I I I . I . 0 ~ "' ,n 2 1/2:1 MAX. 2' BENCH @ 2,i TYP. COMMERC~L IMPROVEMENTS SEE SHEETS C-17 & C-18 "' 2 1/2:1 MAX. 2' BENCH C 2% 1YP. RC COMMERCIAL' IMPROVEMENTS 1 SEE SHECTS C-17 & C-18 • ~I I I I 0 q "' ., SLOPE VARIES 2 1/2,1 MAX. 2' BENCH O 2% TYP . 0 ., .. o:i ... SLOPE VARIES 0 ,ri -- R/W -": ., "' ~ .. "' ... I COMMERCIAL IMPROVEMENTS : SEE SHEETS C-17 & C-18 ., I 55 '" "' :1l o:i .. 2 1/2:1 MAX, 2' BENCH O 2!li Tl'P . SLOPE VARIES 0 ,..: 0 J.N. 166-21 05/08/90 w (.'.) z <( Ct:'. 0 LL 0 ~ z => 0 0 ('.) z if) z z 0 0 w 0 + "l 0 IO --..._ 1:2 ~ u 0 IO w w + 0, > if) -.j- O::'. ~ 0 (I) if) ~ if) 0 (J) 0 (I) => ::, ll. Q_ 0:::: ::. 2 u <3 <( u ~pprovals Chief s Plan No. GSA 41000-1790 Sheet C-7 of 41 14:51:32 n Q) .... 0 0 CJ) C 0 Ill > Q) a:: Q) ..... 0 0 :'.:2: :'.:2: -0 ~ ..c u z Y'. z ~ C c,, CJ) Q) 0 . I ,. I :!If-f;; ;z: II~ "' -m ~~ "'-@o -;::, 00 ~ -~, ~ -I- -1:-t \ ' • • I 0 :::0 < -fTl N :::0 0-J z--lo ►► rr (f) (f) oO ►► rr fTl r1:l •• _,_ _,_ (/J ~ Q(IJ-•-· C :r: ::l ::l orr1 o o 0 ::r ::r r -r z-II (Tl z II ITl ~~ ~~ . s:: . ;;:::: cl cl CJ1 C CJ1 C -!>, (/J (,J (/) + + oo CJ1 0 0 :::0 0 :::0 . . . • 0 0 0 0 ii ii \ I ' Alill A~ \ I ~~ -91.00 ~ 52 ~ \ I~ n ~ \7. " "' ~i t;o 81 \ ' \ z z "" "' \ ' / :::0 -57.00 'r0.00-1 _ / ~ -56.00 -51.00 45.87 " 46.54 ,. -50.00 -49.00 -48.00 48.04 / II II 'Tl rr, N N zx 0 (/J- :r: ~ -+, C) z -+, (l) '?,! C) Cl) (l) Cl) ,.... OC) ,-,.. ITl '?,! 0 "' I \ t: \ ' ~ \ -10.00 47.76 -7.00 -9.89 -6.00 46.78 45.99 48.16 "- :::0 ~.,,.,. 46.66 ,,,i,· / u-,✓ "' ' ~ :., ,: ... , ,.,,,,. .,,/ ~ ~ . ;;:::: cl CJ1 C -!>, (/J + CJ1 0 o:::o . . . 0 0 ii -105.00 00 ,,,z ~~ '·a~ " t;o 81 > z "' -56.00 -49.00 46.12 -47.00 48.29 -10,29 -5.00 . \ --47.30 \ \ \ \ ' "' \ I ·, I, ' " ' -I :., ,I • J ,. / :::0 ~ -46.95 / I 46.79 / --~ 47.38 48.05 ITl S-15.00X -3.00 \ 48.36 47.691 -2.00 47.89 ~sQ 1 o.oo" 47.62 48.29 47.23~ -1.00 47. S•4.25ii: c~ o.oo ""' ; ,!, ~ Alill ~~ 'i t;n 81 z "' I " I 0• .... Cl 0,00 47.62 I "' CL 0,00 ;, .. I "' !::: '7" M ' 30.00 t 46.70 30.00 ----, ' r ) i!, ~ I 48.20 I 54.00 56.00 46.03 g;:88 64.00 ~ ( en \ fTl n fTl 0 ~ (/) ,:: \ ,:: :x: fTl ~ fTl ~ \ @ "' \ ~ 65.00 () ,:: I ~ "ll ...., I \ Ii:' n ~I ~ .. \c 112.00 117.0 I. ,r I 7" ;N :H I 47.57 r \ I~ ~ 'I ,,.,_ "' ~ 48.07~ 45.90 48.~ ~ ' . I :::0 (/) ~ 48.70 fTl () "i ' fTl 0 ! I \ (/) .:: :x: ,:: J:I \ ffi ~ N I -~ ~ n I ,:: -~ . ~ J <O "ll :::0 ~ ~ ·? I:' fTl 1\.1 z 49.44 ~-1 0 ii! (/J (") (/J O (/J (") :;::! ► -I> ► • c-1 ► ..-s:: .s:: ?>s:: cl cl cl tnc CJlC CJlC Cl CJ) Cl (/J -..J (/J + + + oo (]10 oo 0 :::0 0 :::0 0 :::0 0° C)" I C)" 0 0 0 -70.00 -70.00 -70,00 I -59.00 I -59,00 -.oo (47,48} >43.22 "4c7.44 1-:-,. 47.07 i 46.90/,!j ' / -1.00 / 48.47 ·-·\ r t!, \ f '\ . .. "' '-,, ' 56.00 45~4 ~ 46.44 j \.:>,. 58.00 \ 66.00 4J!..60-I. ---.;;. \ "i ( ~ ~ 0 :,: j;i 't -~ - J 109.00 ?1- -': X ci :,: ~ A I Ii -59.00 :::0 -5?,00 - -~ 48.83 ~~ ;o -57.00 ----,ii.53 I ~ ~! ~~ "'z ~~ • .;.57,00 ---,4iii6.42 ) 45.63 __i 46,J{ 45.80 \-,-:: ./ I -49.00 -47.00 -23.00 -5.00 CL 0.00 1.00 ' 57.00 59.00 67.00 ' j i 112.00 45.64 48.01 48.60 -45.64 45,47/--t "i ~ n :,: • ~ ~ G'l 47.12 ~ 47.79 I A r 1i --, S•1.67,i; 47.69 \.. ___ \ "' " I i r\ :::0 \ T ;- l \ 48.34 ' ' ; \ i \ I _i;i ( I N I I --;:, ::. ~ ; 48,59 ·-1 i ' Cl (/) () I::] 0 ,:: (/) ;:: :x: ~ ,,, n @~ n -I ,:: ~ "ll (0 :::0 ~ ~ n .::: I ,,, ~~ -u fTI 'j ~i z "' -49.00 -47.00 -44.00 -30.00 45. 74 --'· ./ 45.91 ).,--IJ~f 45.98 -t r 46.26 t \~ ? ~ \ CL 0.00 }47.22 30.00 57.00 45.55 <_-45.46 59.00 45.38 / ,r 17' .(t ~ I 48,26 " l I -;-~-•~RADE /BREAK 70.00 • l I ~I 8> ~ "' i \ 47.90 i i;i I I i \ I 160.0 \ ;o -,-~ ~8 fTl .:: en ,:: :x: fTl ~~ ?;;:: -"ll <O :::0 P.-~ n ;;:: I fTl ~~ CAMPUS· DRIVE WIDENING ·, ~ " t;n a; z f'1 -49.00 -47.00 -44.00 -30.00 45.86 :r ,:; I'!. ~.o 48.13 \ \ ~, ~-·i, CL 0.00 > (47.15} 30.00 46.21 57.00 4S.46 59.00 45.29 4'--t 87.00 73.50 75.00 J f"' • 17" f,,, ,_ <, /~ ', ' J 'fl i\ 48.12 8> ; i i;i ' \ ' \ 48.00 \ LI \-· \ VJ n fTl 0 fTl ,:: ;:: (/J fTl :x: :::0 fTl 0 '21> (/) ,.. n-1 .:: _.}....\.41'· 74 -"ll \ \ : ~ . () ,:: I I fTl \.. t:5 ~ 149,14 1 ' :::0 -~ r··--· < •~ ,Co '~ +> ~.,,.,;,_ • I 169.0 I 1W A ENGINEERS _., _,.--. - .1!: 'O (/J ~ -I--u -a ~ lZ ~· ► a -o ~~o __ ~a CROSS SECTIONS 17390 BROOKHURST, SUITE 100 FOUNTAIN VALLEY, CA 92708 I ::r Cl) CD (X) ,... 1■ ,,,.,.,.. 8 ::I ?z ~o -.J • <D a r-0 < I ::r 0 -• Ill 6i •• r}I Design: GN CAMPUS DR. STA. 53+50 TO 57+50 Drawn: GN . a ' ' Chkd: MM ,. 1 REV. STATIONS 56+50, 57+00, 57+50 Date: 5/14/90 Sym. Revisions ' • -- - - (/) n ~ 0 .:: (/J .:: ::c ~ fTl ~ @ n ;;:: I 'O -:::0 ~ Ii:' ' \ (') ;;:: fTl . I ~ 1\.1 -_.,-~ ! ~~ ' :;:: cl CJ1 C -..J (/J + CJ1 0 0 :::0 . 0 0 ii A~ -70.00 -60.00 -57.00 ~~ ;o ·, ~ ~ -49.00 -47.00 -44.00 ~i C: z "' -30.00 CL 0.00 30.00 57.00 59.00 67.00 I ! 83.00 194.0 IH4 8/91 KN · Date By {/)() :j;! ► . s:: cl CJ1 C CJ1 (/J + CJ1 0 0 :::0 • 0 0 ~~1-106.00 r;il:l oO ,,,z ~ 52 ~ I ~t -82.00 45.48 :::0 \ - -~ t;o 8~ C z "' ( ' \ \ \ \ \ \, -5.00 47.28 47.95 C47.40l l Cl 0.00 I I s-1.&e" I 11.00 47.01 µ 47.68 • /, I ~" -", r . i ~--w·, I" '-, 57.00 § ;ri••' 59.00 45.72 46.22 \ 45.5!5 67.00 46.34 \ J.51 (/) () ITI 0 fTl ;:: \ (/J ,:: "i \ :x: SJ 83.00 ~ ITI n \ @ ~ 2 \ \ n ;;:: ., I -0 I ~ :::0 -L.~ 0 ~ • Ii:' < 1 l"fl -.. , n ,:: J 6 I ~ ~,,, ... "' ·---j 0 112.00 i i;i ' t .. j 45.455;a ~ I ~1€ • • 45.78 t. b ~\ \46.07 ' ~\ ... "ti '#-\ \ . \ 47.10 I I., ', r7' /$4 ·g :~ i ! I 46,20 -~"~, • \ "' \ I N •, 8 r-·-> M t 45.37~-B7 45.20 \ l I / . ' 8> ; j I -' t I i;i / ' • ! ) ;· ! ! t i ~-00 \47.70 I I I ' ' ! ! ' :::0 f;1 8 ~ fTl ,:: (/J ,:: "' ::c Pl 6 > (/) r (') ,:: I "ll -;o ID 0 Ii:' < fTl ,:: n fTl I z N uJ 0 COUNTY OF ORANGE , ~ I·. I I I I I - . .,..__ __ _ I • 1 i ,I ·, .. ' .. ' ,, . ., ' ., •' :I ,. 1 ' ~; ' ' J . I ; ' I ' • ' . . , ., I ~) j.; ..;. . j --~- .. • • '. • I CAMPUS DR. STA. 59+50.00 CAMPUS DR. STA. 59+00.00 CAMPUS DR. STA. 58+50.00 CAMPUS DR. STA. 58+00.00 VERTICAL SCALE: 1 HORIZONTAL SCALE: 1 inch inch ' l • 8 d "' I. X-SECTION DIST. FROM CEtiITRLINE REFERENCE ELI.V.-42.00 R/W I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.-42.00 R/W I S-(l.64X) -r- • ~ • ;;;r_-r,.<J:Jf- .. I:; ~ X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.-42.00 R/W I X-SECTION DIST. FROM CENTERLINE REFERENCE EI.I.'I.• 42.00 2 feet 20 feet DASHED LINE -EXISTING GRADE SOLID LINE = FINISH GRADE I I d d 8 d d --' l ( ' s-2.oo,c - s--2.1~ ~ ~~ it og q_ &; Ill s-2.oox R/W I I . . t· "' "! I ~, I ~a lo ill R/W , . . . I .. R/W L .. J ... , . ,... I ~. ... 2!1 MAX TO DA'ruGHT 2' BENCH O 2ll: lYP. ~ ie , ' 2: 1 MAX TO DA'ruGHT 2' BENCH O 2ll: lYP. 2:1 MAX TO Oi.'ruGHT ~ :l I 2' BENCH O 2ll: lYP. it 2: 1 MAX TO DA'ruGHT 3:1 MAX. CAMPUS DR. STA. 63+50.00 3:1 MAX. CAMPUS DR. STA. 63+00.00 3:1 MAX. CAMPUS DR. STA. 62+50.00 3:1 W.X. CAMPUS DR. STA. 62+00.00 --.-----,-----------------------------------,----,------,,-------,------------,-::-.----=:::----.:_-,t ----- ---~ S=2.00X X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV,• 42.00 R/W S=2.00X S=3.57X ill s-t2:5"'-,.) -~ .... .... --: "! i ~ 0 ~ ~~ ~ ~ Ill -"' ~ "' ... I I I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.-41 .00 ;. f• ' s-2.oox 5•4.57::C .... •, "' •t ~-'' s•<?//J.,:) , .. X-SECTION DIST. FROM CENTERLINE REFERENCE El.E.V.• 41.00 R/W X-SECTION DIST. FR0'-4 CENTERLINE REFERENCE EL£y_. 4 I .00 .. _J 0 a 0 _J 0 • s-r-•. 2.,19~) d d S=2.50X ·s-2.17% !;: t ::! ~ i1 ~ :i:o • U) ... :il :li s-2.oox s-2.oox "' -,, .• 1-' -s--2.2~ ' I R/W I "' '.t' I 0 U) ..; ID R/W I I . . _,f· 0 0 q q .... -"' .... j COMMERCIAL IMPROVEMENTS BY OTHERS COMMERCIAL IMPROVEMENTS BY OTHERS • 2:1 MAX TO DA'ruGHT / R/W I I / i ' ; ~ / COMMERCIAL IMPROVEMENTS BY OTHERS COMMERCIAL IMPROVEMENTS J.N. 166-21 05/08/90 14:57:44 • w c., z <{ 0::: 0 LL 0 c., z z w 0 -~ w > 0:::: 0 (f) ::) o_ 2 <( u (f) 0 z lJ') + 0 ..., "' I-f? 0 0 0 w + IX) (f) ll) ~ (f) Cle: (f) 0 rn 0 ::> a.. er: ~ 0 V ..... 0 0 U) C 0 ·-U) ·> Cl) a::: . E >. Vl 0 O'l '--'<I- ~ '--I[) <I) ..... 0 0 ::::E ::::E 'O _,c: .c u z '.::,<:'. C: 3: !: 0 C CJl •-(/) Cl) Cl Chieff-fE ~ Jo: Plan No. ' GSA 41000-1790 Sheet C-9 of 4 I ,, ·"" ... ," ' - ' , ·-,• \ I --, - '• --- . . ,,. , ' ' . ' ' . ' R/W R/W " - ., l~i/4°, s--2.oo,i; ' ""~-... .. S,.2.00,:i\ lf;j ., . '4 "' ' ' -: ~ / -., ........ -" "~ s-<-1 9 "' ~ . 2· ~ ·s_i!J ~ s-l'l-&_1"1 --,.,.--., ---.. ,_~ • -~- 3:1 MAX. I ) ,,. n .~, ',, :; ·I -·-· ----,...., ~ N -"!~ ;Ii<'! i:; ~i . -~ ~ ill~ 888 ~~1'! 5!~ ., CAMPUS DR. -,, "' T·~':i ~~~ .,,., -'?? __, .,., I I I 0 STA. 65+00.00 X-SECTION DIST. FROM CENITRUNE REFERENCE EILV.-42.00 . . ' R/W I -R/W . /" 111 I ;; s-2.00,i; s-2.00,i; ., "' - ·J "' i. '4 ~ ·., S•l.38ll: q• g -_.._ ... ,., I _/ ~ t -[, __ s:l'.1-~:~) • • --••• . ·•-•. s.( 2 I :.::.· ---• • --.~28~) ., ·-'" . 3:1 MAX. 1• ... ,_.., ~ ·--I 1 _ ~_,.-, • ...... ..!.... . I . l'.,l ~ i ~- I 1:; 1 1~ a ~ gg 5! 5! 8 a aa a~ ., CAMPUS DR. -ci CD g~ ~ " ~~ ,., _ -T? __, ,, ., ., I I I I 0 STA. 64+50.00 X-SECTION DIST. FROM CENTERLINE REFERENCE EL.EV,• 42.00 - . . . .. ---. ,,_ R/W ~ ' ,------s-2.00,i; "· R/W ~ !,! '4 s-2.00,i; l .,, ,------s-2.14,i; -· . _ ..... __ , MAX l~;' ,,_ -,., ,,,..,,,. ---~ S..(-io ... ' - '16" ---ill 3:1 s-2• ~••~d ~-~ .• , -__,_,-.l . , .. ;. 'lli I • • --· ~ I ':S _ .. "-.. 11 ' --~ .. ,~ ' 1 "' ;ll "' I ,n "l -: :; 1~ :; a 8 ~~ ~~ ~ d ~ ~a i ., CAMPUS DR. -loll! ;;;i N "' --d ,, ,, Ill I ' I I I I I STA. 64+00.00 X-SECTION DIST. FROM CENITRUNE REFERENCE a.EV.a 42.00 VERTICAL SCALE: 1 inch -2 feet - HORIZONTAL SCALE: 1 inch -20 feet - DASHED LINE -EXISTING GRADE SOLID LINE -FINISH GRADE ' - ( Jl\' --•' -,,.~ I ' , -r· .P-,t ., . l, ' '¥1" ·,' t ', -• -- .. , .. ,, \ I ·- ' ·,' i ' =t , ' ' { ; ; ' i ; , ' ' / -' . .. . ' ,• ', -' ' . ~., • " ., .. ,,.,.,., ' -. .. 0 ~ 0 cd CAMPUS DR. -,., -I STA. 66+00.00 X-SECTION DIST. FROM CENlERUNE REFERENCE EL.E.V.• 42.00 • . --- ' \ _,. i, . ' ' ,_,,.,, .. ---"· ,~c-" • ; -. ~ ' --e~••' ' ,. , 1'! .. CAMPUS DR. --I STA. 65+50.00 X-SECTION DIST. FROM CENTERLINE REFERENCE EILV.-42.00 . ' • - R/W ,· --~ -s-2.00,: ~ -•' . .. . J -~ -· - -• S..( :;; ~ ~ ----,,~ ----?,1~ ---~ ~ ""--~ :l -I 1; -- ~ 888 8 ~ 8 0 '.J • i .; __, ~ ... :; " ,., '-' R/W lcoMMERC~L IMPROVEMENTS. I BY OTl::lrnS ✓ s-2.00,: i\ I / ., "' .., ~ / ,n ,, O ; , _f_,' . +-. -•• ·-5•(-2 2 '•·----:!_~ O> -- --~ I -, I .., ., I ... "' 11 ~ g:;;g 28 ~ • oJ • ;;i; I;; ~ .. :; -' ,., 0 . I , J.N. 166-21 05/08/90 15:01:10 w C) z <( a::: 0 LL 0 I -' i ' \ ' ' I 0 '1 0 • rn ... ,,,- ~ ;1: f:z:'.l gJ f:z:'.l "' ~r ~ ol f:z:'.l i ij : g~ -!::;.1; Cl z z w 0 -S'. w > a::: 0 (J) :) (L L <( u (/) 0 z 0 + 0 CD CD -~ I-0 8 + w "" (/) CD ~ (/) (/) oi (/) 0 (/) 0 ::, n. 0::: ::!i <'3 0 Approvals PE s Plan No. GSA 41000-1790 Sheet C-10 of 41 >-[I} -(1) ..... a 0 (/J C 0 (/J > (1) a:: E ?i' 0 0) ' st ~ ' ' LO . 'j .. .~ (1) ..... I a 1 0 ·! ~ ' ,; ~ .J ,, .. 'Cl -'<'. £ u ( l.. z <.:) ,,, C 3: a ... 0 z (.'.) .. C O'l (/l (1) 0 • .. :.t ·.\"' . ,, ,;.'•· //' ·~~;·~· "' ' l .. ] I I -1 .. L .. I I i I I I ' i ' 1- i I ,:.if. .... ~. ,. . .. -i j i ; -}-. -f .. • i ' I i ..... I. ' ' ' • I ' ' i ' ..... t . ' j· I 1 I ' ' . '. :. '. . ' . ' .! --j i . -! I _______ ; . ' -j j i' I. l --r-. J t· ' • I ' i ' I i -i i--., I ' I 1 ' I r • l l .l . i -! 10 I ' ' ! ! I '. t j I I i l I I 1 • EX. R/W EX. CURB FACE ( ' ' ' I l PROP; -•'. ' -., ' PS ' I! I' I I I I I I I I I ! I I I l . l. i + i . I : I t. · l I 1 I ! I . • 1 • 0 :::i (Il ' • i ' ' ' i -' .. ! -L l i .•.. . t ! i j . ... . . -~ .. 45; ; i i ' . l • i I I I I ._ I )! ! -----H~M: ( ' i j .l l r { I . .. ('. i .. r STA. 62+08.18 BCR f ' i ' ' CL. CB 62+15.87 ; W=10', _ H=3.0' : .... ·( . ' • f • 1 . . j ' ' ' .. ' I - • "t .7 16 L I p . . . ; . . .L i ... .j ... I --·r-· -~· - i I . --------------------------- ORIV; Cl1Y OF IRVINE 6'2 -----CITY OF NEWPORT BEACH . // __ ,_ ---22fr -,--_LA __ T_. _' _K_'-l 8 g INT. J I= // --------------------------====11=== ----0 ,o C r::: .,6 r'::'IN~T~-~J~S=_5~9~+~8~8c±;:;~g 121 XI T. 42." R P 9 Q. -~ () -(r 0 0 9 o o 0 - - -0 0 -----u-+---~ ~r----- ...- / ...-~ / ~~ CL. CB 59+30.8 171 O W=14' ,H=5.5' STA. 59+.37.86 -L.AT.'H' STA. 0+00 STA. 59+.39.86 BCR ff W I ( I o_ "' I a:: :J I l-o:: <( 0 <( 2 I I I I I I I I ti I I I I I I I I I I I I I a::: (.) I') tO 0 ID ~--:;:..--' .,,~,.. /.,,,~,., \ // CL. CB 61+76.33 W=14',H=4' 40 20 0 1 40 SCALE IN FEET 80 i 1 ·-' . I .... 1 ' 1JOIN i EXIS . '1 ' . a SWR)l l. • ' i I • i . I i ' I j . I I ..7l .. l· I I I J 1 ! i .; . j ! ···-··,--·--·r· ' I 1 ... I I ' ' -.. , - i / -~···+--.L I -j \ ) 1 . i .. 1 -r . i . j i j ! I ' I ' • I . ... --, . i 1 ,. . j ' i. I i • l l •• •••• C,. ~ i -! • I ' ' • ' i ' r -f--~-i-~-,.J 9 J • . ; .. .L I I . . t i ' • I .. i .• i • • 1 j I .. ! .. i ... , 6 7 i ' ,. ' ' j ' J -··.. . i I I ' . i 4 .2'.4 iNV. j .... " J ; ,i--...... -1 I ' ,., t . L S i= ;0.0952! ;-11: i ! .. l-•. l i I i .. L . J ... ' I I t . CONSTRUCTION l '. i • ! I < l •t·•---!-, .... ; ... -~ J I ,_ I , I -J ···,···!··· 1 i l 1 i ' ' .... ;. NOTES • • REMOVE INTERFERING PORTION OF EXIST. 1 ff RCP. REMOVE EXIST. C.B. Bi---- CONST. CATCH BASIN 1YPE II PER Cl1Y OF IRVINE STD. PL.AN 301 . INSTALL 1 ff RCP, SEE PROFILE FOR D-LOAD. r:-nt;:::g~ CONST. J. S. 1YPE I PER Cl1Y OF NEWPORT BEACl:i STD. 310-L 110 CONST. • 1NLET 1YPE OL PER Cl1Y OF NEWPORT BEACH STD. PL.AN 306-L. 11 CONST. CONC. COLLAR PER Cl1Y OF IRVINE STD. PL.AN 310 12>--CONC. ENCASEMENT CL.ASS 420 C 2000. CONST. BRICK AND MORTAR SEAL. , ' PROTECT EXISTING IMPROVEMENT IN PL.ACE. CONST. LOCAL DEPRESSION PER Cl1Y OF IRVINE STD. PL.AN 303 AND PER DETAIL 16, SHT. C-15 •• • ~ CONST. LOCAL DEPRESSION PER Cl1Y OF NEWPORT BEACH STD. PL.AN 304-L AND PER DETAIL 17, SHT. C-15 ~ CONST. LOCAL DEPRESSION PER Cl1Y OF NEWPORT BEACH STD. PL.AN 304-L AND PER DETAIL 18, SHT. C-15 B]J--EXPOSE EXISTING 1 t' ACP WATER LINE. PL.ACE CLEAN IMPORTED SAND, HAVING A SAND EQUIVALENT OF 30, OVER EX. 1 t' ACP WATER LINE PRIOR TO STORM DRAIN LTERAL ENCASEMENT. ~ INSTALL 24" RCP, SEE PROFILE FOR □-LOAD. ~ "STUB-OU1" TWO 4" PVC SCH. 40 DRAIN PIPES INTO BACK OF PROPOSED CATCH BASIN. SET INVERT EL 42.50. J.N. 16621 10/31/91 FILE "" CAM2C 11 w (!) z ~ 0 u.. 0 ~ z :J 0 0 - \ \ \ () z z w 0 3: w > a:: 0 (/) :J··· 0.. 2 <( 0 (J) 1-z w ~ w > 0 ~ 0.. ~ z -<( ~ 0 ~ ~ 0 1--- (J) ~ m II::'. ~ I ti C VI :::, Q. ~ LL. 0 z 0 ~ ~ Ill C 0 -Ill -> GI °' . E :; •• GI +-0 C •• "0 ::it. .c u •• C J E C .. C Cl -Ill CD C Approvals p Chief~ lsfacfSQ' To: -2-'/// t... Plan No. GSA 41000-1790 Sheet C-11 of 41 ,'I I .. I 1 j j , 11 \ . -/( _,; . 0 0 • 0 0 + ..--v • <( I- (/) i ::";. i, ::n±f!-:'.'.: .' ~I I O::'.'. (/) I . r I i •.. .d, .• .:n;..:: ,. ~· n: •. ...:.., -~ E I 1- 0::'.'. 0 z I 1-w w g: (/) _J 0 I- I (/) O::'.'. \ \ ~ _ 1 ' CflUN1Y OF ;RANGE ___ -+13__ _I 14 CllY OF NEWPORT BEACH ... ., • -~ ! "-··· ! i l 42 ' w (.!) z r?. 0 lJ.. ~ z ::l 0 u 1 ..... •'\"' "' \ ,,.., ,,., 5 115) r 2 J >-< >-< & (16) 116) '-' .._, 2 45 CAMPUS °" w (/J ii:: ...J o:r °" c., .... -z :r a. u..i- _; ~ 5 DRIVE 48 1 2 z~ t;; g we :r ~ (/J w w ac>-0 WO Ill LL Z . -- • -· ~~~---.=--~-- TEMP. CONSTRUCTION EASEMENT (15') 47 1-------1 OUNlY OF ORANGE 48 llY OF NEWPORT BEACH-1 ------ !-__ -____ -_ -_-_-_ -._-___ -_-_-_-_-_-_-__ -_--_-__ t------___ --:._-_--_::.:..-.. -_--__ -__ -_:_:.-. -.-. .--_:_--.::=--==--------_ -.::.:..-::..-.-. -_-,--=..-.-.-_--_I-_-___ -_-_-_-__ -__ -_-_-_-_--_-_-__ -__ -_--_--_,-.-.. -,.-,-.---.. +--__ -__ ,;-__ -_-_ -_-_-_-_ -_-_-_-_-_-_-_-_-_--_-_-_-_ ....... __ -_-_-__ --_:_-_-::::::·.-.. -... -.--.-_-.::::-.-.. -.-_-__ -_-- 40 20 ,, .. ,_ -•~-,_ ---,,~• .. ~=--~•• ••--~• ~~ ,_, ., •• -~ ,_m_ -~ •~••• -•--••~ Y_,_ •c• c--•--= ,se= =<,,,;, <N• ---~•-,,,,,,._._ •-,•-.~•W.• ~• •~ _,_ ___ ,.,_ -==•M ----~-•W' 0 40 SCALE IN FEET -----l-s>---.. -.. -.. -..... -------------__ ... _ ... ___ ........ _,-... ,_,,_,,,,,,,_ ... ___ ... ___ ,,,+_ ... _cc_-_ ... _ ... __ --st-.-.--·+- 80 I ~ (Il f-~ 0 a. ~ z lJ.. 0 UTILllY NOTES EX. CURB FACE (TYP.) 0-PROTECT EXISTING UTILllY. ~ RELOCATE EXISTING UTILllY AND APPURTENANCES BEHIND NEW CURB FACE. ~ RELOCATE PER TRAFFIC SIGNAL PLANS. ®-EXISTING UTIUlY TO BE RELOCATED BY OTHERS. @-ADJUST MANHOLE TO GRADE. ~ RELOCATE PER STREET LIGHTING PLANS. @-ADJUST EXISTING UTILllY TO PROPOSED GRADE. @=-INSTALL NEW STREET UGHT PULL BOX BEHIND PROPOSED CURB AND INSTALL NEW CONDUIT & CONDUCTORS PER STREET LIGHTING PLAN SHEET C-14. @-UTILllY TO BE INSTALLED OR ADJUSTED TO GRADE (AS INDICATED) PER CllY OF NEWPORT BEACH SIDS., UTILllY DEPT. EX. R/W (1YP.) 0 49 w (.!) i 0 lJ.. 0 I ~ (Il ~ 0 a. ~ z lJ.. 0 ~ u < ) □ 20 50 I, PROP. CURB FACE----- (1YP.) ---,------,,,~---'l;----7,r----.,,,--G -f--!-h:rr--1 PROP. R/W (1YP.) 13 16 X 0 al Iii "'o'='=-->!!,-_ _,__,,_,"--1 7 NOTE 16 2 16 \ ------- 0 0 • 0 0 + .,..... N • l <( I- (/) I"") ...... I u 1-w w I (/) w w (/) 0 0 • 0 0 + ..- LO • <( I- (/) w z _J I g <( ::E ., w (!) z <( Ct: 0 LL 0 ~ z :::::> 0 u p c., z z 'w 0 s: w > O::'.'. 0 w 1- (f) 0 Q_ ~ 0 0 ~ _j -I-::> a a + -IO ~ 8 + 0 0 + °" 0 Ill ::) a. ~ Approvals Plan No. GSA 49000-1790 Sheet C-12 of 41 • E >, VI .... •• GI -C 0 "ti ,:,/. .c (.) •• C 3:: C .. C z :::.::: .. C Cl -1/1 ID C ., ---------. .. ' '. t ~~',, f. ' , • FORMER CL. AIRPORT WAY ,::::::-~ ~-~--;· :::-:::: ~ _.,,...,,-~;;:.:a= CAMP~~ ---.,,,,,,,,;;;;_~ -----·-P---........ -; /ll , -----.,,...,:; -- --- \ 17 \ --,-I \ \ ~ I • \ \ ~ :L FORMER CL AIRPORT WAY 5 l -! r I I 1 I i / I I I . ./ _.,,.,, ./1l I I I I i I - I 0 0 It) ~ w a.. ...J 0 ! a.. !i: ~ c., :J Iii 6 I I 1 xi gl ::l ! ~I !:i ;i, I I 2 ~ii==a==-~poiuTi"LL~B,;!,OX~ES~(~2)tp_.( 4 '""1!;--~Sl~G.,__µt:J,U&lJ.!:....!lB!!,!.OX11._~ 4 0 N 2 ··~ PROP. R/W (TYP.) 6 I! i i I -I . I f J I If ,1 - V) , I I J l :::.--- --s- 62 -,-----SIG. P --.J/1--:;:::;,,.. _ __.. ·;:;...--- I I I I s 3 16 5 SIG. PULL BOX 4 . ..__,,------ r -.___ G 1r--:- I I I I I ' ~ II I~ 1" ◊ ti, "v---.. 6 A ' WTR. VAULT & :!' nJRBINE IATR. PER I.R.W.D. STD. W-17 r \(.· GAS_. ----°'1 LINE 0 0 I • l~ -I; I; X 0 m ...J I 8 00 ~ ai 4 z • 5 0 II! w a.. I ~ w II! Ci: 2 16 .......... • ----. --~ GHll'O ~-- ST. LIGHT P BOX 2 • _. ...,,.,- Q -----... ---~-=-~ 63. ____ _ -,-64 CAMPUS DRIVE _,r-'s=.c=.E=·-~VENTS~=---t 5 - 65 -66 ,_C/rr OF" I 40 20 0 80 SCALE IN FEET i ' tmlllY NOTES 0-PROTECT EXISTING UTILllY. • ~ RELOCATE EXISTING tmlllY AND APPURTENANCES BEHIND NEW CURB FACE. 0--ADJUST EXISTING WATER VALVE TO GRADE. ~ RELOCATE PER TRAFFIC SIGNAL PLANS. · ®--EXISTING tmUTY TO BE RELOCATED BY OTHERS. -~ REMOVE AND DISPOSE EXISTING tmUTY PER THE DIRECTION OF THE OWNER. (j)-ADJUST MANHOLE TO GRADE. -~ RELOCATE PER STREET LIGHTING PLANS. & ADJUST SEWER CLEANOUT TO GRADE. ®-REFER TO STORM DRAIN IMPROVEMENT PLANS. @-ADJUST EXISTING tmlllY TO PROPOSED GRADE, -, Q9-RELOCATE EX. GROUND LIGHT AND APPURTENANCES BEHIND PROPOSED BACl< OF WALi( PER THE OWNERS DIRECTION. ~ INSTALL NEW STREET LIGHT PULL BOX BEHIND PROPOSED CURB AND INSTALL -• NEW CONDUIT & CONDUCTORS PER STREET LIGHTING PLAN SHEET C-14. @--tmlllY TO BE INSTALLED OR ADJUSTED TO GRADE (AS INDICATED} PER CllY OF · NEWPORT BEACH STDS.. UTILllY DEPT. ff f f ~ \ \ --......\ _J w (!) z <( a::: 0 LL 0 ~ z :::) 0 (.) a, <D '1 -+-t,-:-1-+- -5 z. C) w z ~ z 0 -0 .W U) + r,.. 0 0 <D -~ ~ 0.... ~ 0 .o w + 0 -> 00 -u ~ ~ 0 ~ It: 0 (/) (II ::) ::> _J . a.. Q_ ~ 2 I-<( ::) 0 Approvals PE Chief 0 OJ . -....... -.;t-.-- -....... in .. GI -ti 0 •• "C ~ .s::. 0 •• C 3':: e 0 •• C Cl> iii G) 0 Satisfactory To: ,..;Se:clG,.,.__,P_,U::.::Ll::....e:B=OX,,__--1 4 Cfrr oiOF"='°"iN~N~F::~ ,,......TEL=-_,,M,.,.Hc:... -{ .l f?t ... T EX. R/W (TYP.) X GSA/ A&E Division ·o ID Plan No. ,~ GSA 41000-1790 I a.. Sheet / !:j ::i Iii ti, C-13 1 . ' ' of 41 ' \ J.N. 16621 09/23/94 08: 29: 05 FlLE = I: \ACADDATA\166.21\REV2\C13 ·~ ;;~ ,.:; <I-.:-: 'I .(, ',: l • SYMBOLS ~>> -• h"~• ,.. ~ ,-" , \ LEGEND DESCRIPTION HPSV LUMINAIRE, MEDIUM CUTOFF, TYPE 3 DISTIRIBUTION, WIRED 240 V, 1 0, 200 W EXISTING HPSV LUMINAIRE TO REMAIN UNLESS NOTED OTHERWISE. 1 1/'2" C WITH 2#8, 1#10G EXISTING INTERCONNECT EXISTING POWER SERVICE PEDESTAL EXISTING S.C.E. HANDHOLE EXISTING CURB PROPOSED CURB (PHASE 1) ' ' i I ) / FORMER Ct AIRPORT WAY ; I ' I ' . ' ! ' . ' ---.\XISTING CURB PROPOSED CURB (PHASE 1) :-:--.: .. , ·-. -c~~,• -- 4 4 _, ---_, ---- ·;· ,., .. ··--------·-·.a:::._-·· ' :.-_ ~~-.:.::.:___~ T ~ ' --• ., , CAMPUS DR. L '----------7 EXISTING CURB PROPOSED CURB --•• , ---.. - INSTALLATION NOTES G)-MOUNT LUMINAIRE ON TRAFFIC SIGNAL POLE. SEE SIGNAL PL/INS FOR EXACT LOCATIONS OF FACILITIES ON SIGNAL STANDARDS. ®-INSTALL LI GHTIING STANDARD lYPE II PER C 11Y OF NEWPORT BEACH STD. 201-L. MOUNTING HEIGHT 29'-9" WITH 8' BRACKET ARM. @--RELOCATE EXISTING STREET LIGHT BEHIND NEW CURB PER CllY OF IRVINE STD. 215 CASE I. (PHASE 2) 0-RELOCATE EXIST. STREET LIGHT & PULL BOX 24" BEHIND NEW CURB FACE. SALVAGE AND UTILIZE EXISTING ST. LIGHT WIRING. . 6,--Cf.. AIRPORT WAY /s I • PROPOSED CURB (PHASE 1) • '-,., EXISTING CURB ' . -,!,> • ·--~ -. ~..-')a . . '<0 1 ' 1 GENERAL NOTES 1. CONDUIT TO BE LOCATED BEHIND_ CURB & GUTTER, 24" BELOW FINISH • GRADE. ' I ) <c,1::i'/1,0 I 2 PROPOSED CURBJ\ (PHASE 2) '\ \ ' ,, FORMER Ct AIRPORT WAY l)\ \ \ ~ 0- \ \ \ • ' ' \ ' f 3 PROPOSED CURB (PHASE 2) ( EXISTING CURB \ ., \ '· .... -><, MARTIN _,.., .. / I \ ' J.N. 1ss.i21 os/01/so os:06:46 w L:J z <l: a::: □ u.. □ >-I-z ::) □ u I \ G z z· w 0 -~ w > n::: 0 (J) :::J 0.. 2 <( u z :5 0... C) z -I- I C) _J I-w w 0::: I- if) • ) ~ ~ ..t t-:t: .:i \J) ·~ G 0 0 o+ 0 r---+ tO -NO I- ~o 0 o+ o-+ '<I- N -:<i. -~ ~ V) • ~ .o ~-OU) => (J) Q_ =>:::::;; Q_ <( :::::.o <( 00 z <( Approvals Plan No. GSA 41000-1790 Sheet of 41 >-ID Ill C: 0 ·-Ill ·-> a> 0::: • E >-V) •• Cl) -C 0 .. "tJ ~ .c u z ~ .. C: 3: C ... 0 z ~ .. C Cl ·-Ill Cl) 0 -~ .\ "--s --- ' ; J 44.48 TC CX) ~ cxi 0 6' 1 o· 6' +,i------t----'-f"'----..-----i N <O 44.50 TC 4J.65 FL ~."'--------t---,----~-2·--~~ :/ ~ 43.67 FL 43.66 FL 45.59 TC 44.76 FL • 0:: 0 ID 45.57 TC 44.74 FL 9' (TYP) 14' 45.58 TC 44.75 FL CL OF CATCH BASIN STA. 59+30.86 ! 9' (TYP) 14' 44.25 TC 44.25 TC ~ ~ ~~44.26 TC ,........,-----;t--2,.---<s:-,~~ 4 426 TCL 43.59 FL 7 44.24 TC 43.43 FL CL CATCH BASIN STA. 61 + 76.33 LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL 4 WALKWAY -PROP. R/W ~ MATCH FS ELEV. 4 o 3• +1-= 12· +1-I "'-'--~--'---1 . .-' . ,; . CONSTRUCTION NOTES : r---VARIES 0'-5' 0-m BE REMOVED (ITEM AS INDICATED) 4• PCC (1YP.) ©-=:=--JOIN EXISTING (ITEM AS INDICATED) • 0-SAWCUT EXISTING . ©-=-CONST. 4• PCC SIDEWALK PER CllY OF IRVINE STD. PLAN ~O. 201. @-PROTECT IN PLACE (ITEM AS INDICATED) SECTION A-A ®-=-CONST. RIBBON GUTTER PER DETAIL 26, SHEET C-20. · @--RESTORE LANDSCAPE AND IRRIGATION IN A MANNER SIMILAR 3:1 MAX. TO ORIGINAL CONDITIONS OR TO THE SATISFACTION OF THE ENGINEER FLOAT GRADE AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AND A MAXIMUM 3:1 SLOPE TO JOIN EX. LANDSCAPE. USE "MARATHON 2" SOD FOR TURF REPLACEMENT. ,---~ TREES 13 r+--10' N.T.S. DAYLITE LINE 3: 1 SLOPE MAX. 0 IREE ,- ® 0 SEE SHT. C-5 & C-13 FOR STREET WIDENING 62 CAMPUS - r--- <.O + N <.O AND IMPROVEMENTS WITHIN R/W NOT SHOWN HERE. DRIVE 63 -1----64 WALKWAY AND SITE DETAIL :i:: I- 3: :,,: ...J i i:S 0:: z (.!) 0:: 0 ~ 0:: ~ C ~ (I) ~ 1c Ell,.._ (.!) ~ fil on z (.!) 0 i..: 0 z ~~ 0 <( • ID w ii'. ..,. w q ID z ~ xf3 + 0:: ~ 0:: <D ::J ffi w 0:: ;tr.:; II 13 a:: z3: )( I-15 !.2 g~~-~ -0 z 0...J .., "- I C II ..J~ 4 2 u r---, ----; :·', /'.' ' i' < ' • I..__ . I FLUSH . UTILIZE EXISTING GRAVEL O• ,~o_ •~' AND PLACE FLUSH WITH PROPOSED IMPROVEMENTS (BW, 5' WALK, 3' RIB. GUT.) AS IN EXISTING CONDITION. 1" = 8' • C-11 PROTECT EX. 4• TEL DUCT LOCATION TO BE FIELD VERIFIED -PROPOSED AC CONSTRUCTION NOTES : _J7j-CON . CH BASIN TYPE II PER CITY OF IRVINE ~ REMOVE EXI CATCH BASIN. fi2l::=-CONC. ENCASEMENT C 11 ' 1" = 8' CL CATCH BASIN STA. 62+19.18 / [I] li--8 ~----;-, 0 -ff.----, I 3'-0" 6 MODIFIED R.C.B. DETAIL 1" = 4' ~ LOCATE AND EXPOSE,,.,.~,, WATER LINE. IF TOP OF PIPE IS GREATER THAN 1' FROM BOTTOM OF PROP DO NOT'7"!111~E. IF LESS THAN 1 ', CONCRETE ENCASE 12" ACP (20 LF. MIN.) PER I.R.W.D . DWG. S-10 TYPE ',;,,- mJ CO ODIFIED RCB PER CALTRANS STD. P -,-c:R DETAIL 2, HEREON (S=3',H VARIES 1 '-0" TO PROTECT EX. 4• TEL DUCT 1:t' VERIFY DEPTH AND LOCATION 12" WTR. BEFORE CON OF BOX CULVERT. OVER R SECTION ,·=4' I PROP. CURB FACE 8-B PROP. UP OF GUTTER • l . [g] 41.90) VERIFY INVERT 1 ff RCP IN THE FIELD PROP. RCB. w (!) z ~ 0 u.. 0 ~ z ::::> 0 (.) (.'.) z -z Wi 0 -s: w > 0::: ·O (/) :::, Q_ ~ . <( 0 ' 0 (/) z __J <('<( r zW o·o (/) (/) (/) :::) WO 0::: w o_z ~:5 __J __J w <Cu u (/) 0- __J 2 Approve Is , . • Plan No. GSA 41000-1790 Sheet C-15 of 41 >-ca fl! C 0 -Ill > Ql 0:: • E >-VI .. CD -0 0 •• 'tJ ~ .c (.) z ~ .. C ~ e 0 .. C CJI -Ill CD 0 J.N. 166-21 03/03/94 15:01:50 FILE = l:\ACADDATA\ 166.21\REV2\C15 • ·-~' ,, . . ,\ ~-' :L '1;_;; -\', ~; C • -'. , • CONSTRUCTION NOTES (j)--TO BE REMOVED (ITEM AS INDICATED) (],-..--JOIN EXISTING (ITEM AS INDICATED) Q}--TO BE RELOCATED (ITEM AS INDICATED) . G)>-----SAWClIT EXISTING (ITEM AS INDICATED) 0----CONST. 4• THICK P.C.C. SIDEWALK PER CllY OF NEWPORT BEACH STD. 180-L UNLESS NOTED OTHERWISE. @--PROTECT IN PLACE (ITEM AS INDICATED). @---INSTALL 4• PVC SCH. 40 DRAIN PIPE TO DRAIN THROUGH NEW CURB FACE. ~ @--CONST. 'S' AC OVER 'i' AGGREGATE BASE. @ e01i5f. Et' OURB OliLY PER A.P.W.A. s:m. ,10. 18 4 8 (T¥PE .t.1 6~ ~ .• . • ·, @-RELOCATE (SHORTEN) EXISTING CURB DRAIN THROUGH NEW CURB FACE. @--RESTORE LANDSCAPING AND IRRIGATION IN A MANNER SIMILIAR TO ORIGINAL CONDITIONS OR TO THE SATISFACTION OF THE ENGINEER. (z}--RECONSTRUCT PORTION OF EXISTING CONCRETE SWALE WITH 5' PCC TO MATCH FLOW LINE AT PCC JOINS. ADJUST TOP OF GRATE FLUSH WITH FLOW LINE. REMOVE EXISTING PVC PIPE AND INSTALL NEW 4" PVC PIPE, SCH. -40, TO OUTLET THROUGH NEW CURB FACE. . @--RECONSTRUCT 3' OF EXISTING 2' PCC SWALE WITH ff' PCC TO MATCH. SET FLOW LINE AT SIDEWALK CULVERT CONNECTION A MINIMUM OF f!' BELOW PROPOSED BW. ELEVATION. @---CONSTRUCT PARKWAY CULVERT TYPE '8' PER CITY OF NEWPORT BEACH STD. 319-L ~r--Cg acx -~01,J.;-"' u + >- "NO LEFT TURN" TO BE ~ .• RELOCATED BEHIND NEW 8W . ~ ~pt 3 UEASING SIGN TO BE RELOCATED AT OWNERS DIRECTION CAMPUS DRIVE EXIST. SURFACE t w ...J :s: 0 ...J w m • 0) I.[) + {O • ~ (J) (;\EXIST. COMMERCIAL SIGN TO BE \::'../RELOCATED AT OWNERS DIRECTION w z ...J I u ~ I- I C) O:::'. w > 0 m <( (.0 0) ~ ... • 0) I.[) + <.O .- . ~ (J) PARKING@ w SIGN I z ...J -I I I! sJ" u ~ I 1 ·';~ 2 < EXIST. S~FACE 16 DRAIN THROUGH CURB 1 PORTION EXIST. WAI.K'NAY 3760 X SITE DETAIL SCALE: 1" = 20' 15' CONSTRUCTION EASEMENT CAMPUS DRIVE 18+17 OUTLET DRAIN THROUGH CURB ~ i '--113 OWNE~'S SIGNS 1 SEE SHEETS C-19 & C-20 FOR CONTINUATION, GRADING & SURVEY CONTROL RELOCATION POINT FOR U.S. MAIL BOX. CONST. 3'X3'X4" PCC PAD AND MOUNT AS IN PREVIOUS LOCATION, (SEE BELOW RIGHT). PROP. 3' RIBBON GlITTER SEE SHEET C-20 PROP. RETAINING WALL SEE SHEET C-20 14.0' PCC PAD SEE SHT. C-20 \ } \ i r , , -''---SEE LANDSCAPE PLANS \ ■ f"'.-3.0' CLR ENO > CURB\ PROPOSED AC SEE SHEET C-20 ■ 6' HIGH TRASH ENCLO BLOCK TO MATCH B FOR TRASH ENCLO STID. PLAN 1414 E. USE f!' CONC. SPLIT FACE NG. SEE SHEET L -1 DETAILS AND OCEMA MATERIAL SPECIFICATIONS. PROPOSED LOCATION FOR R CONSTRUCT 6' PCC P JED VENTILATION EQUIPMENT. D MOUNT UNIT ON PAD AS IN PREVIOUS LOCATIO 1.----EX. SURFACE ~ \\ IMPROVEMENTS \ 3800 EX. LIGHT POLE DISPOSE PER 1 OWNERS DIRECTION AC ADJUST EXISTING SEWER CLEANOUT TO 'PROPOSED FINISHED SURFACE \ ~ SEWER MANHOLE 1 ~ ----~~·=-L ~ + ~I ~ ..l u \ ict', TREE '1' ~ •' ~ \ '"'\ ... ., .... -...,,.) CURB TYP. \ \ \ RELO BEHIND METER JED BY GAS CO. EXISTING VENTILATION UNIT AND APPURTENANCES POSED TRASH ENCLOSURE. REMOVE EXISTING REPLACE WITH LANDSCAPING TO MATCH • ONDmONS. PCC PAD SURROUND! \ ~.+----....L.---1 3 EXISTING U.S. AS SHOWN ON PORTION OF DETAIL: 2 \ \ 1 COLUMN PARKING LOT DETAIL SCALE: 1• =1 O' w (!) z ~ 0 LL 0 ~ z :::> 0 (.) a - 0 0 C'/J .. m 0:: ii:? r:i::I 8l ~I~ ~i; r:i::I P'.I ij ~ <g~ ~e C) z z w 0 -3: w > O:::'. 0 (J) :::> n... 2 <( 0 u.. u.. z (I) (I) :,,: "' "' a) U> -s ~ z ~ ~ 8 § ~ "" ~ ui I :c: I=! C ,,. ~ "" e z ~ 8 z I=! I i I - I-0 _J C) z -~ (/) 0::: _J <( <(' Q_ I-w oo z <( w I--(/) Approvals PE Chief >-al CD -C C II> --C 0 -II> -> CD D:: • E >-Ill .- O'> ........_ (X) •• .! C C •• 'C ,:,/. .s::. 0 z y •• C ~ e 0 z y •• C Cl -Ill CD C Satisfactory To: GSA/A&E Division Plan No. GSA 41000-1790 Sheet C-16 of 41 J.N. 166-21 09/26/94 17: 10: 07 FILE= l:\ACADDATA\166.21\REV2\C16 - 51 S49°20'33"E ·60.29' --------- LOT 18 I I I / I - I I I I I I 52 , 1 - / 4570 CAA.fp . Us DRlvt LOT 17 - /_12,0, ~ ,-~ / I I I I I i I I J I I I i I I I ! I ( I I I I i I I I I I I J RADIA ·AT BW CL DWY. STA. 53+66.62 ,' -=,-& I -USE CALTRANS STD A-248 &: A-24D 27'08'49" W 16.95' I / 83"5911• E 20.87' I i ,t I ,I 0)/ ( / ; /(j 1ui 4' SPACING FOR iat.OOK..j)UT' STRIPING, lYP. ---N27"08' 48"W 239.50' PROPERTY LINE -------------- CURVE DATA 0 DELTA RADIUS LENGTH TANGENT 1 84"15'15" 1.00' 1.47' 0.90' 2 135"00'00" 1.00' 2.36' 2.41' GENERAL NOTES ALL STRIPING AND PARKING REQUIRMENTS PER CITY OF NEWPORT BEACH EXHIBIT 'A',INCLUDED IN SPECIFICATIONS. PARKING STRIPES SHALL BE WHITE PAINT, 4" WIDE AND CONFORM TO STD. SPECS. FOR PUBLIC WORKS. (1991), SEC. 310-5.6. 20 10 0 20 SCALE IN FEET w <.!) z <( 0::: 0 1.1.. 0 c., z z w 0 ;: w > a::: 0 (/) ::::) 0... ~ <( u PE LL LL z z II) II) ~ ~ .,. .,. N N "' "' "' "' "' N .,. .,. C) § z a a. ~ 0:: 5 a w C 0:: ~ ~ ~ <., 2§ z ~ z ...J C) 0 iii ::. ~ 0:: I-e z 9 0 z u C) 8 z i z C) S2 ~ iii 0:: f ::J !M ~ II) 0 ~ ~ ~ 0:: 0 0:: C) z -Q_ w 0::: I-I--(/) (/) ............ _J _J <( 0 -0::: 0 I- 0::: z Wo 20 2 0 >-ow > 0::: ::) (/) Approvals Chief >-al CD -ti 0 Ill C 0 -Ill -> CD Q'. • E >-C/l 0 O') '--.;I-,,_ '-I!) •• CD -ti 0 .. ,::, :;t, .c (,) z ~ .. C :t e 0 •• C C) -VI CD 0 Satisfactory To: GSA/ A&E Division Plan No. GSA 41000-1790 Sheet C-17 of 41 J.N. 100-01 09/23/94 09:01:43 FILE= l:\ACADDATA\166.21\REV2\C17 ·' . -- CURB TRASH BIN AC • I ' I l I I/ , I ! " " lj / 'I !1 ll ! ~., . \ ! J ' 1 • ' I I I I ! I / II l '. ,, ii ' il lj ! ii n " l\ 'I I• l\ ii r i -52 - CAMPUS - LOT 18 I ••. ., 's 20 10-0 20 • 40 SCALE IN FEET CONSTRUCTION NOTES GENERAL NOTES DIMENSIONS ARE SHOWN ON COMMERCIAL SITE SURVEY CONTROL PLANS, SHEETS C-17 AND C-19, REFER TO SHEETS L-1 THROUGH L-4 FOR LANDSCAPE AND IRRIGATION PLANS. REMOVE AND DISPOSE INTERFERING SURFACE IMPROVEMEr-ITS WITHIN NEW CONSTRUCTION LIMITS UNLESS NOTED OTI-IERWISE. l:\ACADDATA\166.21~REV2\C18 09/26/94 17:12:33 w (!) z <( 0:: 0 LL. 0 ~ z :::) 0 (.) '1 - C) z z w 0 ~ w > 0:::: 0 (J) ::::> 0... ~ <( u u.. V) -t' ~ "' C) z 0 <C n:::: C) w I--CJ) f:'.? ~ a "' a L,J "' < C < 12 "" ~ 8 12 l>l :s: L,J "' _j <C 0 n:::: w 2 2 0 0 z :,,: "' $ z 0 Ill t ..J L,J Cl Approvals PE Chief >-m G) -C C Ill C 0 -Ill -> G) 0:: • E >-II) 0 0) -....... -s;j-..--....... U") .. G) -C C z ::x:: .. C ~ e C z ::x:: .. C Cl -Ill " 0 Satisfactory To: GSA/ A&E Division Plan No. GSA 41000-1790 Sheet C-18 of 41 - 55 +- ~----------~~~----~... ~-.CURB FAC.E _ STA. 53+80.36 RADIAL BEARING CL. /____ .. . .. _ N 35'05'32" W AT BW 65.27' RIGHT-·-·-----· ·-~' • -~ ~'-• '" ,C¥ ' ' I 0 .. ci "' 0 ,-..: cc CAMPUS STA. 56+52.08 RADIAL BEARING CL. N 22'07'06" W AT BW 67 .00' RIGHT __,....---' ......---.....---r---, I • I { USE CAL~S STD; A-24B & A-24D : • I ! i 1 r--..: ..-I 1 I ! I I 0 I I ~: _.J w --· I (/) w w (/) \ I \ \ \ I ' \ \ \ \ \ I \ \ I I l I \ l I \ \ \ \ I \ \I \i t • ' . • I ! \ ' . ' l l \ . \ \ I \ \ I \ I \ \ \ I \ TEMPORARY~- CONSTRUCTION EASEMENT i ' /\ I \ \ \ \ \ \ I I \ \ I I \ \ I \ \& \ ___ _ i 0 1 2 3 4 5 6 ~ 7 B 9 10 11 - LOT \1""9.8~\ lYP. 16 STRIPE (TYP.) --"•=•~ s·~"---+ •• --·• ·- ' N 54•1a·1a" E i - -r-~--- 1 --·-,; ,.,_,,_ """'~·~ -,~,~ I ' SYMBOL OF'Acce:SsiB1U1Y AND--- "VAN-ACCESSIBLE" SIGNS PER TITLE 24 OF CAL. ADMIN. CODE I 1 . I J N 55'49'09" W N62'35'14"E 18.59' 18.05' N 64'41'40" E /' ---·.. 8 '5' ....... _ ~ .... UNIFORM SIGN lYPES R'f,-&~R178/ PER CALTRANS STD PLAN RS1 / / I\ I/ ~ i j t i I I !J ! I LOT if r--....... _ , /" 5 --..,.__ I I -7 15 I I I I , I -j j I ! ! l i I ' i I / I I ' J I ! I j . I j I I I ' • ! I I / I I / / CURVE DATA i I ! I I • i I I DELTA RADIUS LENGTH 96'13'48" 2.00' 3.36' 04"16'48" 1562.01' 116.68' 06"47'26" 1125.00' 133.33' 74"41'10" 2.00' 2.61' 121·05•14• 2.00' 4.23' 108'32'21" 5.00' 9.47' 15'33'46" 100.00' 27.16' 60"42'15" 5.00' 5.30' 15"23'48" 20.00' 5.37' 104'47' 32" 6.00' 10.97' 105'01 '09" 4.00' 7.33' ---· ---··. TANGENT 2.23' 58.37' 66.74' 1.53' 3.54' 6.95' 13.67' 2.93' 2.70' 7.79' 5.21' --· ' . ; i i I ' t f 1 -"-'M, S 1 ~/ I ~-•"" .-, .. -.., ; ,,,,... \ ~.,, f I I I I - DRIVE 57 +- \ UNIFORM SIGN lYPES R16 & R16B -•·PER CAL.TRANS STD PLAN RS1 CL DW'f. STA. -56+67.97 ···-· , ..... ,_~ - ------,--.......__ 56+83.85 RADIAL BEARING Cl.. .. / / ;:::.:,fll'-1"2"-c0""'3~6;,:'0~5~W,µA~~~-!!f.BW~ .. ~_!2!6~7:)!:.0~0~'z.,R,,1:l~GHT~· ; ! ~-7' \ ' ~-- j I , I I ----- - -58 --+-__ 0 N 83'3q\04" E 23.92' 0 0 --------- -- 0 0 LOT 19 0 0 ◊ 0 SYMBOL OF ACCESSIBILITY AND "VAN-ACCESSIBLE." SIGNS PER TITLE 24 OF CAL. ADMIN. CODE g GENERAL NOTES ------ -- 0 0 I LJ / / / t / / I • / ALL STRIPING AND PARKING REQUIREMENTS PER CITY OF NEWPORT BEACH EXHIBIT 'A', INCLUDED IN SPECIFICATIONS. \ I SYMBOL OF ACCESSIBIU1Y SIGN PARKING STRIPES SHALL BE 4" WIDE AND CONFORM TO STD. SPECS. (GREEN BOOK) FOR PUBLIC WORKS CONST., 1991, SEC. 310-5.6 PER mLE 24 OF CAL ADMIN. CODE REMOVE AND SALVAGE EXISTING CONCRETE WHEEL STOPS IN AREAS TO BE RESTRIPED AND INSTALL IN RE-STRIPED PARKING STALLS, CENTERED BETWEEN STRIPES AND 2.5' OFF CURB FACE. EXISTING STRIPING, OUTSIDE TEMPORARY CONSTRUCTION EASEMENTS, SHALL REMAIN AS IS UNLESS DISTURBED DURING CONSTRUCTION OPERATIONS. IN WHICH CASE, CONTRACTOR SHALL RESTRIPE EXISTING STRIPING TO THE SATISFACTION OF THE ENGINEER EXISTING STRIPING TO BE RESTRIPED SHALL FIRST BE REMOVED BY THE SANDBLAST METHOD AS DIRECTED IN THE CONTRACT SPECIFICATIONS UNDER "TRAFFIC STRIPES AND PAVEMENT MARKINGS". 20 10 0 20 40 SCALE IN FEET w (!) z ~ 0 LL 0 ~ z :::::> 0 u LL. (/) + "' "' C!) ;;;:; a. ~ "" C!) z i's "' 9 ~ S2 ~ ~ LL. z (/) ""' + N "' "' N v i ~ § e:: a s a:: I ~ 12 l;i ::::E I!! a:: e ~ :z 8 12 i ~ ~ ~ ~ ~ ~ C) z C) 0... ZWO::: ~ 1-1- 0 Cf) Cf) -" s: _j _j w <(0 >-O::: 0:: 0 1-o O::: z Wo (/) ~o :::::> ~ 0.. 0 >-~ow 0 > 0::: ::) Cf) Approvals z ""' N "' + § ~ ~ ~ a:: C oil Iii :z § a:: C!) :z S2 ~ ... -~ g G'.i a:: PE Chief >-en CD +-0 C Ill C 0 -Ill -> CD ct:: • E >-(fl •• CD +- 0 C •• "Cl ~ .c 0 .. C IOI -Ill a, 0 Satisfactory To: GSA/ A&E Division Plan No. GSA 41000-1790 Sheet C-19 of 41 J.N. 166-21 09/26/94 09:15:54 FILE = l:\ACADDATA\ 166.21\REV2\C19 ' <, : f -. --·~ • ~,,~ .. ~ " . 1 -,", .... ~ t_ ' -.. .. I ·I I ~·· . '·"' ' ;~. ,' > --~.: ~ .· .. c '.·} . 'B . .<; . ' • 1·; . J • .• • . . . •. '' I . co ..-- I 0 CJ. w I (J) w w (J) --- • 48.do TC 48.00 rL \'" ! 2 4 AC LOT 16 I CONSTRUCTION NOTES (J) Rt TO BE REMOVED (ITEM AS INDICATED) 0,:;:--JOIN EXISTING (ITEM AS INDICATED) n. @-To BE RELOCATED (ITEM AS INDICATED) ~--=--SAWCUT EXISTING @-coNST. 4• THICK PCC SIDEWALK PER O.C.E.M.A. STD PLAN 1205. UNLESS NOTED OTHERWISE. @---PROTECT IN PLACE (ITEM AS INDICATED). @--ADJUST EXISTING UTIUlY TO GRADE, (ITEM AS INDICATED). @---INSTALL 12" SQ. GRATE INLET PER BROOKS PRODUCTS NO. 1212. V\ SET INVERTS TO DRAIN AS SHOWN ON THE PLAN. m @---INSTALL 4• PVC SCH. 40 DRAIN PIPE TO DRAIN THROUGH NEW CURB FACE. j @--CONST. ff' CURB AND GUTTER PER APWA STD. PLAN NO. 104-0 (lYPE A2-6),W~18". • @,----CONST. 'S' AC OVER 9" AGGREGATE BASE @--CONST. ff' CURB ONLY PER A.P.WA STD. NO. 104--0 (lYPE A1-6} ~ eetjS'f, P.e.e. RIBB6I4 BbiiEJ! PER BEli'dL 28 IIEREe!t @f-----CONSTRUCT 4' WIDE AC HANDICAP ACCESS RAMP TO JOIN rLUSH WITH TOP OF • I\ CURB. LENGTH SHALL BE APPROX. 8'. SLOPE SHALL NOT EXCEED a,33:,;, SIDE ~ SLOPES SHALL NOT EXCEED 10.00%, AND CROSS SLOPE SHALL NOT EXCEED 1:50. @ C014M. COl4Cf\~! 111Je014" I tJl41T te.M.tJ.) HALL l'f!ft tf)!(lt Or.TAIL I 1meo14. Wc0URY BLeOIE 91 h':LL BE • SPLlf FAOE: f0 ltbllf81 I DEl9flU8 W~LLS SU SffC. @--CONST. ff' PCC PAD OVER 12" AGGREGATE BASE. PLACE #4 BARS AT 24" CENTERS, EACH WAY. @---EXISTING MONITORING/TEST WELL TO BE ABANDONED IN PLACE BY OTHERS. @---EXISTING MONITORING/TEST WELL TO BE ADJUSTED TO GRADE BY OTHERS. 9 IUSTM::l hlEF/tl:: I WtBRAIL PER ,\?4//Jc EfTB. PbldJ 888 e (;='.'PE A) JUHJ8 TOP er '.'hAt:L s~---IIIP~45f~M±LL--+1ef!l~SiE8~. ~8~R,1;1,1,!fE'fl:-t!ll;t4L:EEf'l'-IP"l'E:f,R~BRIR9Bl9ell~E5H'P~R&9BBll:leHO~T'!95,...fl+498'.,-+1 BB-1HB~.--- SEF 1r~1t'li t I 5 Te B~f4 A9 SI tewrc er◄ "fl IE Pbldt 9 REeb/151 auer 8Rlldl4 PIPE, B11J11MEEI Ell:IRIUEI EIEhl8LRl8I4, TEI BR.ltll4 ,es 114 B(IS'FIPl8 eeUBRl81f. @---CONsr. 6' HIGH TRASH ENCLOSURE. USE 8" SPLIT FACE 'TYPE C.M.U. TO MATCH EXISTING WALLS ON SITE. SEE SHEET L-.1 FOR TRASH ENCLOSURE DETAILS AND O.C.E.MA STD. 1414 FOR MATERIAL SPECIFICATIONS. .. I ' I I I f I <'Ai MSrn WiWAY f f i 1------'W,.,__..,_P""ER-'-'-P_,,LAN=--------l , GENERAL NOTES: DIMENSIONS ARE SHOWN ON COMMERCIAL SITE SURVEY CONTROL PLANS, SHTS. C-17 AND C-19. REFER TO SHEETS L-1 THROUGH L-4 FOR LANDSCAPE AND IRRIGATION PLANS. REMOVE AND DISPOSE INTERFERING SURFACE IMPROVEMENTS WITHIN NEW CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. REMOVE ALL CONSTRUCTION DEBRIS WITHIN PROPOSED LANDSCAPING AREAS AND PLACE FlLL, SUITABLE FOR LANDSCAPING, TO 1• BELOW PROPOSED TOP OF CURB. W 2 W 2 • 1" PER a_ 1• PER Ff RIBBON GUTTER DETAIL 26 N.T.S. C-15 -57 CAMPus 1 49.76 FS 10 ----- DRIVE EX. AC &: CURBS 1 EX. SURFACE IMPROVEMENTS NING CURB -- I \ -------- A EXISTING GRADE TOP OF FOOTING ft' MIN. #4 BAR 0 24• o.c. ---------- METAL HANDRAIL 'i' CAP 59 ~ ~ ------- i , I I ' I " I / / VARIES r-PROP. FINISH FINISH SUR 2.67' WALL DETAIL N.T.S. Fr. GRAVEL ED IN GEOTEXTILE BEHIND WEEP WALL OMIT MO N.A.P. COURSE ABO ROUND LINE AT 3'i' CENTERS FOR WEEP HOL . FlLL ALL CELLS W . ALL HORIZONTAL BARS INUOUS, AS SHOWN. J.N. 166-21 09/26/94 17: 22: 39 FILE = l:\ACADDATA\ 166.21\REV2\C20 w (!) z ~ 0 LL 0 ~ z :::> 0 (.) PE G z C) 0 z <( z 0::: w G 0 -~ w w I--> (f) 0:::: _J 0 <( (J) 0 :::i 0... 0::: ~ w <( 2 0 2 0 0 Approvals Chief • E >,. VI 0) ' """ ,.... ' LC) .. CD -0 C :::1: :::1: •• 't, ~ .s::. u .. C Cl -(II CD C Satisfactory To: GSA/ A&E Division Plan No. Sheet C-20 of 41 i'"'" T ' ' 0 0 • 0 0 + .---¼-------- .--- • <( I- (/) 0 0 • 0 0 + .--- ,s;t • <( I- (f) I") r--- 1 I 0::: (f) I • I ' lJ COUNTY OF ORANGE CITY OF NEWPORT B""E"'A~C-H-+--- D 4J I- ~'J ~;"" C " 14 I I- 0::: 0 z • I- (f) _J 0 I- (f) 0::: m 44 -I , • .r.. COUNTY OF ORANGE CITY OF NEWPORT BEACH )l' .. CAMPUS DRIVE 15 16 PROP. CURB FACE )l 45 46 . . . CAMPUS DR. /// R/W 47 -------1 - 18 I- 48 -I / EX. CURB FACE 0- 0-- 0- EROSION CONJBOL NOTES PROVIDE GRAVELBAG VELOCITY REDUCER PER O.C.E.M.A. STANDARD PLAN NO. 1328 PROVIDE DRAINAGE INLET PROTECTION PER DETAIL ON SHEET C-23 DOUBLE ROW GRAVELBAG )l 40 /// . 20 \ \ 20 /EX. CURB FACE ~~R/W C 50 . PROP. CURB FACE~ ,,, \. /// 1 - • ""'•••-••,< ,~wmN, N•, i : l ' PROP. R/W 0 40 80 SCALE IN FEET . I ' 0 0 • 0 0 + .--- N • <( I- (/) N N I u 1-w w I (f) w w (f) 0 0 • 0 0 + .--- L.() • <( I- (/) w z -_J I u I- <( 2 J.N. 166-21 05/07/90 09:11:26 w c., z <( 0::: 0 LL 0 >-1-z => 0 (.) \ (I) ..... 0 0 --1-t-+-+-+-11 0 \/) 0 ... co ~ ~~ i:-,;:i s~ i:-,;:i ., < z •U -1. ~Ci i:-,;:i i ; ~ ~§ -~!;! (J) a a + z -If) G <( g z _J a -a z Cl. + w -""" 0 _J ~ ~ 0 Cf) Cl ~ z w <( > I-a a 0::: z + -0 "' 0 g 0 U) a a => + z -Q_ - 2 0 <i. I- <( Cf) (J) u e:: 0 Cl Cf) ~ ::::) 0.. w :::. <( u Plan No. GSA 41000-1790 Sheet C-21 of 41 Ill C 0 Ill "> (I) c::: • E >, V) 0 0) v ~ lD •• (I) .... C 0 ~ ::?: "'Cl ~ .c u •• C 3: 0 ... 0 z Y'. C 0) ·-1/l CD Cl l I 1 •' ,) t .• I ;.; ,,• ••,~~k '> 4 ,· • ' u~,-~ -' ~\•';:: -~~ . • :;;\ ' Ii'.<.; l~<t.--. ~?.\/,'.' - ,, 1,A .'I• • ,i"J:i ~f. ·f':·;. ,' ,,', :r>-t, •. ---·. ~' ,, :1 __ ' ·:, . < ..... _ ' .. ' ' -> /, .. ; ,'~ :,-i,·~ • ,~· -, ::•·, .. ' ,. ,;.: ::\~t~ ' :/ '• :-. . ' ·.,, ,.. ' ' FORMER CL. AIRPORT WAY • 3 • J." • ' -< I \ •w tz 1-,> ; O::'. ,_ .: LL 0 \ >-• f- • 0 > _J m , FORMER CL AIRPORT WAY • () \ ~ '. /// ------ - + - 2 ! / f ' \\ t - - .• ~: ---,,. - - --- ===-=-==::CURB~ACE7 (TYP.) /// [ EX. R/W • (TYP.) /// ' - ',; ,w•-'~ • =• ~ PROP. R/WJ (TYP.) . . ,-~•-"'',,_,,.,.,....--- ' \ __ ,,,,,-- l .,~~--------"'-~' -.....,,,...~--~- ;~---.., i,._j Q 64 63 _____ _ -I . ' ' . CAMPUS OR.· /// / EX. CURB FACE (TYP.) PROP. CURB FACE (TYP.) /// i PROP. R/W r) (TYP.) 100' TYP. 65 - _J_ >- ~ l-a:: 0 Q a:: -<( --~ CAMPUS DR. r 0- 0- 0-- -[ -56 p - PROP. CURB FACE ' ' (TYP,) /// --- EROSJON CONTROL NOTES PROVIDE GRAVELBAG VELOCITY REDUCER PER O.C.E.M.A. STANDARD PLAN NO. 1328 - PROVIDE DRAINAGE INLET PROTECTION PER DETAIL ON SHEET C-23 DOUBLE ROW GRAVELBAG ' I 7 I . ' \ 40 20 0 40 80 SCALE IN FEET J.N. 166-21 05/07/90 09:13:21 w c., z <t a::: 0 l.J... 0 ~ z ::::> 0 () G z z w 0 s: w > a:: 0 (f) =:) o_ 2 <( u z <( _J o_ 0 0 _J + I'-- 0 w 0 0:::: ,_ 0 I-0 +· z ~ It) 0 ~ u (/) o! 0 z (/) ::, 0 a. :::. < (/) 0 0 0:::: w ----· 1 Plan No. "--"' .,,.. .... i,, ~ ~ !lJ ~ ;;I ~ ;K '< ~ 'li (i! p. !ti ~ GSA 41000-1790 Sheet C-22 of 41 >-£D <I) -0 Cl Ill r: 0 -Ill ·-> <I) a:: • E >-VI' 0 m "Sf'- ~ 11) .. <I) -0 Cl .. "O ~ .c u z ~ z y: . . r: Ol Ill <I) Cl \ l J i ' [ l I ' ~' f ·' t: .. ,-j .~.--. " \ GRAVEL BAGS 1' MIN. F.S. . ..... . . . . . . . . C.B. -- ' l . i ' I t ; j f ' 1/ I ! { ' ; I • : i ' • f ; i ! ! ' CAMPUS - i i j -, I I LOT LEAVE OPENING FOR WATER INLET F.S . 0 52 --DRIVE / EX. CURB FACE . I EX. R/W - . ; / ! 1 8 j j i ' ? i r, _, i i , I j PROP. CURB FACE 0 PROP. R/W -------- • d f _t ' ,,, ' i .. l I ' i i LOT 1 7 --P-RO_P_._R_/W_ l -A ... ' . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . .... ' ....... -... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -... . ~ ' ' ! - / / ! 1 ' • i i • I ! . ·:::: ... ....... ....... . ..... . . . . . . . . . .. ~ SUBGRADE '--I...__---- PR™DE OPENING \ ff O . . . . . . . . . . . . r f / CURB CAC< . . . . . . ' : : : : : : : : : : : : FLOW---,:-.:-., .............................. .' . .'.' ., C-l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ! : : : : :-::/:·-:·-:· -:-:·-:·-:-:·-:· -:-:--:-:-: -:,:./:-: .:.:.:-:-:-: -:·:_:_:_:_: \_ PRO~DE OPENING ,__~A SECTION A-A PLAN N.T.S. N.T.S. DRAINAGE INLET PROTECT DETAIL / I f ' EROSION CONTROL NOTES 0-PRO~DE GRAVEL BAG VELOCITY REDUCER PER O.C.E.M.A. (?\____ STD. PLAN NO. 1328. ~ DOUBLE ROW GRAVEL BAGS. 0-PR™DE TEMPORARY ACCESS RAMP PER O.C.E.M.A. STD. PLAN NO. 1329. J.N. 166-21 05/07/90 09:38:38 ' f -' w (.!) z <( 0:: 0 LL 0 ~ z :::::, 0 0 >-~ --.+---+--1--+-; - 0 IZl 0 ... 0:, ~ ~~ Ill r.:l 8l C ~,~ 0 ·-Ill -> 4) ~ 0~ ~ r.:l i ! ~g§ -~f! . E >-VI 0 OJ "-'St ~ "-z l!1 .. 4) :5 +-0 C Q_ ~ z w _J 2 -z f-2 w (/) 0 0 O::'.: .. ~ ~ _J I-.:,,/_ ..c w <( z (.) > 0:: u 0 0 0::: 0 z w (/) ~ ~ :::> a.. ~ z .. C 2 0 0 3: <( 0 0 0 L CJ) C 0 O::'.: z w ~ .. C O> ·-Ill 4) C rovals PE )c~)l. T Plan No. GSA 49000-1790 Sheet C-23 of 41 I -~-...... . r' ' ' - - ' i ' I - .. _,"'~ ' ~-----"---~,-\____. ... ......---,-~ ! • i i J ' \ \ \ \ ' i i i ,' ' \ \ \ • 1 ' \ \ \ \ - I I i ! I • ! i ! I ! 1 \ I i i I ! I - \ -·- \ \ \ \ \ \ \ \ ! l - ("'•,-~·-·~,. / LOT 16 LOT 15 i I i I I . J ; ' l ' I i I / I i ' ~ I I i --_______ ,_ h' ~-j_.., _,. ~--·• ---1 l / f ' . I I / / I / f I / I / I ' i j / ' I / . , CAMPUS f i .I I ' / ! I j i j , ; DR/VE ; I i i j ' ; A' ' :f . ' ' I l LOT 14 I • .• 57 ALL AROUND EACH INLET i ! / 0 / ---- J / I AT BACK OF WALK ---- i l ,, I J / i t J ; / I , j ! f I . / / / I -- / / 0 .o 0 0 0 0 0 0 - ◊ PROP. CURB FACE () PROP.~ c. -------- 0 LOT 19 ◊ 0 0 ·0 ◊ 0 i ; ' r / ';,,.-, u- g ◊ 0 0 / EROSION CONTROL NOTES iJ w Qj 0 ,fy 0 0 0 / 0 / 0-PROVIDE GRAVEL BAG VELOCITY REDUCER PER O.C.E.M.A. t-:\ ... STD. PLAN NO. 1328. ~ DOUBLE ROW GRAVEL BAGS. 0-PROVIDE TEMPORARY ACCESS RAMP PER O.C.E.M.A. STD. PLAN NO. 1329. . . . 0 \ \ J I j ' • f 0 / i / / / J.N:AM2C24 04/15/92 10:03:26 w c., z <( a:::: 0 1.1.. 0 ~ z => 0 (.) 0 z z w 0 :s:: ~ a::: 0 (/) :::::i a.. ~ <( u w 1- (FJ _J <( 0 a:::: w ~ ~ 0 0 z <( _J 0... _J 0 0:::: P-z 0 0 z 0 (f) 0 0:::: w Approvals llallt& Plan No. GSA 41000-1790 Sheet C-24 of 41 In C 0 iii -> CD ct: . E >-(/) •• "C .:,,: .c (.) z ~ C ~ e C •• C C> -In CD C