Loading...
HomeMy WebLinkAboutR_5741_S:::c u~ §j if: ci "' BAKER ~ <t: ..:_"'+----1!----A'.:::D::::A!!!:MS:'.._..cA~VE.=: • .r--j-'ORANGE ® lli COAST z CITY OF COLLEGE l::'. t;; COSTA ~ ~ ~ MESA ·; rr--CITY OF IRVINE -"' "' I-0 z~ ::::> "' :::c LL VICTORIA 19TH <C F /5 :5 0.. \___[~ VICINITY MAP SCALE: 1" = 4400' ST. ST. UPPER Elll'ORTY-~~ BAY,1 }CITY fl ' 0 iNEWP ~, " 1 BEA 1J AVE UNIVERSI Ro. ~ <le-:> ti()~ -~ "' ""'" 1Y " STORAG .., DYARD RESER RD. PROJECT LOCATION SYMBOL LEGEND --0-- (Q;SSMH POWER POLE SANITARY SEWER MANHOLE FIRE HYDRANT ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE WATER METER BOX & SERVICE GAS METER RWV FE RESILIENT WEDGE VALVE FLANGED END -®-VALVE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE ..LLL. LLL .LLL .LLL BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXIS11NG CONSTRUC110N PROPERTY LINE ----NEW CONSTRUC110N ---1.---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -CA TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT ---0-SIGN MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK ., WWF WELDED \\IRE FABRIC ARHM ASPHALT RUBBER HOT MIX ARAMI ASPHALT RUBBER & AGGREGATE MEMBER INTERLAYER CORING LOG LOCATION BALBOA/MEDINA (A) BALBOA/MEDINA (B) BALBOA/CYPRESS (C) BALBOA/CYPRESS (D) ADAMS/BALBOA (E) ADAMS/BALBOA (F) DEPTH(FEET) BALBOA/CORONADO (G) BALBOA/CORONADO (I) PAVEMENT j \ Rl), ( PACIFIC 1==~=1 GARAGE OPENING BALBOA/ISLAND (10) BALBOA ISLAND (11) 0.50 0.55 0.80 0.60 0.40 0.90 0.75 0.55 0.50 0.80 0.55 0.40 0.50 0.40 0.10 0.80 AC AB PCC AC AB PCC PCC AC AB PCC AC AB AC AB AC PCC ® SHEET NUMBERS L _J IIINDOW * SPRINKLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCYTELEPHONENUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DIVISION) ORANGE COUNTY SANITATION DISTRICT COMCAST CABLEVISION UNDERGROUND SERVICE ALERT 1(800)-624-8153 1 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 {949)-542-6222 1(800)-422-4133 NIGHT 1 (800)-624-8153 1(800)-611-1911 611 (949)-644-3011 (949)-644-6222 1(800)-422-4133 lFoR GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERIIISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE 111TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION, AND SUPPLEMENTS TO DA TE. • • 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. SEE T-5808-S FOR STRIPING PLAN 5. SEE DETAIL ON SHEETS 8 AND 9 FOR TRENCH RESURFACING FOR STORM DRAIN AND WATER. 6. SPLICES SHALL BE BY MEANS OF T&B C-TAPS OR 2D-8 BUTT SPLICES OR PRE-APPROVED EQUAL USE APPROVED TOOLS. USE (3) WRAPS SCOTCH #23, FOLLOWED BY SCOTCH f/33, THEN SCOTCH COTE. 7. FUSE HOLDERS SHALL BE TRON #HEX-AA OR PRE-APPROVED EQUAL. USE FUSE I/BAF-5A. DO NOT USE RUBBER BOOT, TAPE AND COAT AS IN NOTE 4, ABOVE. PUBLIC WORI<.S DEPARTMENT 8. CONTACT CITY ELECTRICIAN 24 HOURS IN ADVANCE FOR ALL CIRCUIT SHUTDOWN. CONTACT HERB WOLLERMAN AT 949-718-3406. \. BALBOA BLVD./CORONADO ST. ~MPROVEMENT PLANS MEDINA WAY TO ADAMS STREET C-3322 APPROVED: DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 16791 APPROVED: CITY ENGINEER'.: NQ.24967 N LOCATION MAP ~FESS'Io ~5 G. REF: R-5077-S, FB 523 SHT 63 NOT TO SCALE I~~~~ . 03-31-0 CIVI\. 9. NO LUMINAIRE MAY BE OUT OF SERVICE FOR MORE THAN FIVE CALENDAR DAYS. CONSTRUCTION NOTES 1 ! i---------------~~...;....;;....;,...;.......;.... __________________________ --:11 1 .. ffi G) CD ® ® (j) © ® @) ® @ @ @ @) @ @ ® @ @) @ @ @ @ ® @) ® @ @ @ @ @ @ ® @ ® ® @ ® @ ® @ @ @) @ @ COLD MILL PAVEMENT CONSTRUCT VARIABLE THICKNESS ARHM LEVELING COURSE. CRACK SEAL PAVEMENT AND APPLY ARAMI. CONSTRUCT 2-INCH THICK ARHM FINISH COURSE. ADJUST EXISTING UTILITIES (WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE A. REINSTALL CURB DRAIN PER CNB STD-184-L. SAWCUT, REMOVE AND CONSTRUCT fl'PE "A" P.C.C. CURB AND GUTTER VARIABLE HEIGHT CURB FACE PER CNB STD-182-L. SAWCUT AND REMOVE EXISTING P.C.C. ROADWAY AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY TO MATCH EXISTING. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. REMOVE ALLEY APPROACH AND CONSTRUCT ALLEY APPROACH PER CNB STD-143-L AND ALLEY APPROACH DETAIL ON SHEET 3. CONSTRUCT 12-INCH RCP STORM DRAIN 2000-D. CONSTRUCT 15-INCH RCP STORM DRAIN 2000-D. CONSTRUCT 18-INCH RCP STORM DRAIN 2000-D. INSTALL 16-INCH BLIND FLANGE AND THRUST BLOCK PER CNB STD-510-L INSTALL 16' X 8' FLANGE X FLANGE REDUCER. INSTALL 16-INCH MECHANICAL JOINT DUCTILE IRON CROSS. REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN. INSTALL 16-INCH FLANGE X FLANGE BUTTERFLY VALVE. CONNECT TO CATCH BASIN PER CNB STD-303-L. I CONSTRUCT 24" R.C.P. STORM DRAIN 2000-D. CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNB STD-310-L, P=8 1/2" P = 8 1/2". PROTECT IN PLACE. REMOVE INTERFERING PORTIONS OF 8" ACP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL "A" ON SHEET 7. CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNS STD-310-L, P=8 1 /2" H=2.0', P=8 1 /2" INSTALL 8-INCH PVC C-900 CLASS 52; BEDDING AND BACKFlLL PER CNB STD-106-L. INSTALL 16" X 16" X 16" FLANGE X FLANGE DUC11LE IRON TEE 111TH THRUST BLOCK PER CNS STD-510-L. REMOVE INTERFERING PORTIONS OF WATER MAIN AND INSTALL 8" A.C. ROUGH BARREL X DIP TRANSITION COUPLING. INSTALL 8" 45° MECHANICAL JOINT BEND 111TH RETAINER GLANDS AND THRUST BLOCK PER CNB STD-510-L AND DETAIL A ON SHEET 7. CONSTRUCT 24" R.C.P. STORM DRAIN, 3 FEET LONG \\HH 3/4-INCH PLYWOOD PLUG REMOVE INTERFERING PORTIONS OF 14" CIP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL B ON SHEET 7. INSTALL 16-INCH FLANGE X FLANGE CROSS. INSTALL 8-INCH FLANGE X MECHANICAL JOINT R.W. GATE VALVE. INSTALL 8-INCH FLANGE X MECHANICAL JOINT ADAPTER. INSTALL 14' X 8" DIP MECHANICAL JOINT X MECHANICAL JOINT REDUCER. CONSTRUCT MODIFIED CATCH BASIN PER CNB STD-305-L AND CATCH BASIN TYPE 2 DETAIL ON SHEET 6. CONSTRUCT MODIFIED CATCH BASIN PER CNS STD-300-L AND CATCH BASIN TYPE 1 DETAIL ON SHEET 6. @ INSTALL 6-INCH FLANGE X MECHANICAL JOINT R.W. GATE VALVE. @ INSTALL FIRE HYDRANT PER CNB STD-500-L. @ INSTALL 16-INCH PVC X CIP FLEX TRANSITION COUPLING. @ INSTALL 16-INCH TO 6-INCH FLANGED X MECHANICAL JOINT DUCTILE IRON REDUCER. @ INSTALL 6-INCH PVC C-900 (CLASS 150) WATER MAIN. @ INSTALL 6-INCH C-900 PVC X ACP FLEX TRANSITION COUPLING. @ INSTALL 12-INCH PVC TO PVC FLEX TRANSITION COUPLING. @ INSTALL 16-INCH FLANGE X MECHANICAL JOINT ADAPTOR. @ INSTALL 6-INCH MECHANICAL JOINT 90 DEGREE BEND. @ INSTALL 12-INCH PVC C-900 (CLASS 150) WATER MAIN WITH TRENCH RESURFACING PER DETAIL ON SHEET 9. ® INSTALL 8" PVC X CIP OR ACP OR PVC FLEX TRANSITION COUPLING. @ INSTALL 8-INCH PVC C900 WATER MAIN @ @ @ @ @ @ @ @) ® @ INSTALL 8-INCH 11 1/4 DEGREE MECHANICAL JOINT DUCTILE IRON ELBOW. INSTALL 8-INCH MECHANICAL JOINT X FLANGE DUCTILE IRON TEE CONNECTION 111TH THRUST BLOCK PER CNB STD-510-L INSTALL 8' X 14' DIP INCREASER. REMOVE FIRE HYDRANT. INSTALL 16" X 6'' MECHANICAL JOINT X FLANGED DUCTILE IRON TEE CONNECTION 111TH THRUST BLOCK PER CNS STD-510-L REMOVE EXISTING AND CONSTRUCT 6-INCH PC.C. ROADWAY. CONSTRUCT VARIABLE HEIGHT CURB PER CNB STD-182-L AND THE ALLEY APPROACH DETAIL ON SHEET 3. REMOVE ABANDONED SERIES CONDUIT/CONDUCTOR. REMOVE ABANDONED SERIES PULL BOX. PROTECT EXIST. STREET LIGHT IN PLACE. INSTALL NEW ADJACENT PULLBOX (EISEL #3 1 /2F) AS PER CITY STANDARDS.: STD-204-L, 205-L SLEEVE 3/4" 'CARFLEX' NON-METALLIC SMOOTH-WALL, FLEXIBLE CONDUIT THROUGH EXISTING CONDUIT FOR POLE CONDUCTORS. PLUG 111TH GROUT ANY UNUSED CONDUITS IN POLE BASE. INSTALL FUSE HOLDER IN PULL BOX PER STD-205-L INSTALL NEW CONDUCTORS TO EXIST. LUMINAIRE: (2) #10 STRANDED COPPER THWN, INSULATION COLORS TO MATCH CIRCUIT COLORS, (1) #12 SOLID COPPER GROUND. FURNISH AND INSTALL 1-1 /4" PVC CONDUIT WITH (2) #8 STRANDED COPPER THWN, PHASES INSULATION-COLOR DIFFERl:N11ATED, (1) #8 SOLID BARE COPPER GROUND. FURNISH AND INSTALL 1-1 /4" PVC CONDUIT 111TH (4) #8 STRANDED COPPER THWN, PHASES INDIVIDUALLY INSULATION COLOR-DIFFERENTIATED (Dc5 NOT REPEAT COLORS), (1) #8 SOLID, BARE COPPER GROUND. @ FURNISH AND INSTALL EISEL #3 1/2F PULL BOX. INTERCEPT EXISTING CONDUIT AND CONDUCTORS, SWEEP INTO PULL BOX. INSTALL GROUND BUSHING DN EXISTING RIGID CONDUIT, BOND 111TH GROUND. SPLICE CONDUCTORS AS PER GENERAL NOTE 6. REMOVE AND REPLACE RIGID STEEL CONDUIT. REMOVE PULL BOX. INSTALL MYERS STAINLESS STEEL SERVICE CABINET #MEUG20X-M10D AND BASE PER CNB STD-206-L, EDISON CONDUIT AND CONDUCTORS PER SCE SPECIFICATIONS. INSTALL 2" PVC CONDUIT BETWEEN SERVICE CABINET AND FIRST PULL BOX. FURNISH 100A MAIN (4) 30A 2-POLE, (2) 20A, 1-POLE BREAKERS. REMOVE EXISTING POLE MOUNT METER, PLUG CONDUIT AT GRADE. @ FURNISH AND INSTALL 1-1/4" PVC CONDUIT 111TH (2) #8 STRANDED COPPER THWN, (2) #10 STRANDED COPPER THWN, PHASES INSULATION-COLOR DIFFERENTIATED, (1) #10 STRANDED COPPER NEUTRAL, (1) #10 COPPER GROUND, (1) #8 SOLID, BARE COPPER GROUND. @ PULL CONDUCTORS {NOTE 80 ABOVE) THROUGH EXISTING CONDUIT (REMOVE EXISTING), SPLICE #B'S, TAPE AND TERMINATE #10'S. INSTALL 16-INCH PVC C-905 WATER MAIN WITH TRENCH RESURFACING PER DETAIL ON SHEET 9 .. @ REMOVE PAVEMENT AND CONSTRUCT 3-INCH THICK ASPHALT PAVEMENT ON 10• C.A.B. INSTALL 12-INCH FLANGE X FLANGE BUTTERFLY VALVE. PLUG END OF WATER MAIN 111TH CLASS A CONCRETE. INSTALL 16-INCH MECHANICAL JOINT DUCTILE IRON BUTTERFLY VALVE. INSTALL 16-INCH X 12-INCH FLANGE X FLANGE DUCTILE IRON CROSS. PULL JOINTS TO MATCH WATER MAIN ALIGNMENT. INSTALL 16" X 8" MECHANICAL JOINT X FLANGE DUCTILE IRON TEE CONNEC110N 111TH THRUST BLOCK PER CNB STD-510-L. INSTALL 16" X 6" MECHANICAL JOINT X FLANGE DUCTILE IRON TEE CONNECTION 111TH THRUST BLOCK PER CNB STD-510-L. APPROVAL RECOMMENDED BALBOA BLVD./CORONADO ST. IMPROVEMENT PLANS DATE to-17-ov FROM MEDINA \'JAY TO ADAMS STREET \_ ~ D 0 " D rn " 0 ~ z ' C 2 < ro 0 rn " D ' w " -" I t i I ( I . OF CA\.~o DESIGNED SL DRAWN MGRACIA CITY OF NE\VPORT BEACH R-5741-S 11--DA-TE-+-B-Y--+---D-E-sc_R_IP-TIO_N_' o_F_R_E_V1s-1o_N_s---+A-P_P_'D.+-----+-------t-----+----+-------,f------+c=H=Ec=K=rn~-R~s=+-DA_1f_5_0~c=T=20=o'-'jo PUBLIC \':ORl(S DEPARTMENT SHEET 1 OF 13 ~ \; z ~~) :r 0 r 0 ..., . n i:§ 0 0 ii· D ~ 0 ~ 0 ~ □ $.~; z • ~ 'u .._, ~ ~ .m I) C ~ □ D 2 ~ 7.00 N'LY T.C./F.L 6.00 5.00 7.00 CROWN 5.00 LINE 5.00 7.00 S'L Y T.C./F.L. 6.00 5.00 ----- -132- ---- --1--- ---- -127- -17.77'f--- ci cJ £D .., "' ui -+ 0 ci cJ i,.j .., 0, ui + 0 _j 7.34' I-- o+oo f.l '-' w CD "' .... + 0 S=0.08::1 S=-0.20% 0+50 S=-0.20% f.l 8 CD 0 + - 1+00 f.l CJ ijJ <O + - $: .,. t,• ~ ., TOP OF CURB ~ • " --------------------- ~~-L BACK or WALK ________ w __________ ----------- 1+50 CD u 8 CD 8 + N S=0.24:r. .... 0 + N 2+00 FLOWLINE .,~ S=0.20::1 .... "' <6 -;!; er cJ £D ____j 7.94' /--- ------------------- PROFILE SCALE VERT. 1n=2' HORIZ. 1n=20' B 8 ID N 0 + .., 2+50 3+00 "' cJ ,,; r-0, <6 + .., "' cJ i,.j .e,'!. ., <:, ,,s,-, ., . ~~• TOP or RB .,~ _ _ _ _ _ _ L_BACK or WALK -__,__;;;;..;:.:::...::-c.::-..::::--=;:-::-c.::-..::::--=.-=-=-=-:::::..=;,-L..::=...--=-=..:-::..:-~-=-::..:-::..:-:..:-:..::-:...::-c.::::..:-:..::-:..=.:==-.:::..::j- er cJ i,.j - "' '-i CD "' , "' + .., 7.77' S=-0.20::1 TOP Of CURB BACK OF WALK 8 CD <O "' ;j: 0 "' + .... -------;_.-;:;--=-cc..-=.:::--==r-=--=-.:::-.:::-..::-..::-=-=--:;.::..::-.::--=--=-:...:::....=-=--=--=-..::-..::-:..:-=-=-=-..::-.:::-.:::-.:::-:..;;;-'--'1 er cJ CD ci cJ i,.j "' "' ;;!; ;!; 3+50 \_ FLO'hllNE 4+00 .., S=0.26:r. . ., B ~.,, 0 ijJ .... "' ;j: 4+50 5+00 7.00 6.00 7.00 6.00 7.00 6.00 N'L Y T.C./F.L CROWN LINE S'LY T.C./F.L. ~~--------------------------------------------------i345r-------------------------------------------------------~i::--i 30' CROWN LINE~ - CORE B 1 .+-....:::.--~---~-~----.;;--.--.-----~~---® 1 I 4 I -201-PROTICT ACCESS-~-.._ RAMP IN PLACE -205- CONSTRUCTION NOTES COLD MILL PAVEMcNT. 24 CONSTRUCT VARIABLE THICKNESS A.G. LEVELING COURSE. CRACK SEAL PAVEMENT AND APPLY ARAMI. CONSTRUCT 2-INCH THICK ARHM FINISH COURSE. -206- 10 W=19' "' "' + 1.- ADJUST EXISTING l;TILITIES (WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE A. SAWCUT, REMOVE AND CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER VARIABLE HEIGHT CURB FACE PER CNB STD-182-L. CORONADO STREET ST. LIGHT PULL BOX TO BE RELOCATED 10 W=18' B til [Il 0 0 + N 0 / ----•. \2 -----w-. / / '// ,1/. //// // //// // ro ,,., ,'// 2+00 CD + N -18" V.C.P. COORE I 3+00 ·<i_. I ---~~-'-I_ • ' 11/ i.q 11 -215AB--217- BALBOA BOULEVARD @) SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. SAWCUT, REMOVE AND RECONSTRUCT 4-'IICH THICK P.C.C. SIDEWALK. PROTECT IN PLACE. REMOVE EXISTING AND CONSTRUCT 6-INCH THICK P.C.C. ROADWAY. 0 - ir. <Xi - B <!) ~ ro "' + N 0 1:j + ,,., -219- REMOVE PAVEMENT AND CONSTRUCT 3-INCH THICK ASPHALT PAVEMENT ON 10-INCH C.A.B. ro -+ .., 40' I. . 64 I I I SIGN 14• • I . 14• • I s· !- REF: 4/26 DATI // r- \o 4+00 ,// /ll - I . ,~ i--11-~;a_-- I B B SL MG BY I -311-til [Il 1---150' TEL VAULT-,J'----! Cl z w ... "' :j: SEE SHEETS 5 AND 6 FOR STORM DRAIN PLANS AND DETAILS SEE SHEET 13 FOR STREET LIGHT CONDUIT PLANS AND DETAILS 1 RE"1SE GRADES FOR S.D. MODIFlCA TION RS SENIOR "1L NGINEER R.C.E. NO. 43003 DA TI Ot/, '2,(, 0 ' 0 0 + LO SCALE 1 "=20' SHADING LEGEND ~ I I COLD MILL EXISTING PAVEMENT AHRM AND ARAMI C·-3322 BALBOA BOULEVARD RECONSTRUCTION STA <»OD TO STA 5+00 DESCRIPTION APP'D. DESIGNED SL DRA\\N MGRACIA CITY Of NEl;'~'PORT BEACH R-5741-S 11---~-~------------~----11-----------11 RE"1SIONS CHECKED DA TI I RS 26 APR 2001 fl.181.IC t".'Ol'ti(S DEPAR-rr!EtJT SHEET 2 OF 13 .I ' ,. -----. ' 0 0 0) G) ® 8 ll------<-<121------JI 10' 10' PLAN VIEW 10' 10' SECTION ALLEY APPROACH DETAIL NOT TO SCALE NOTE: THE HEIGHT OF THE THE TYPE "B" VARIABLE HEIGHT CURB WILL BE ADJUSTED PER FIELD CONDITIONS. CONSTRUCTION NOTES COLD MILL PAVEMENT CONSTRUCT VARIABLE THICKNESS A.C. LEVELING COURSE. CRACK SEAL PAVEMENT AND APPLY ARAMI. CONSTRUCT 2-INCH THICK ARHM FINISH COURSE. 5.00 CROWN LINE 7.00 6.00 S'L Y T.C./F.L. 7.00 6.00 5+00 ADJUST EXISllNG UllLlllES (WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. N BACK OF W LK TOP OF CURB S=-0.30% 5+50 -310--320 -324- 1.3 CD 0 -"' 6+00 el i';3 "' "' rn u 0 w "' a a + <O ~ 0 L,J .... -+ "' -328-JOIN "'"' + "' 14' S=4.26% 6+50 ® CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE A. @ SAWCUT, REMOVE AND CONSTRUCT TYPE "A" P.C.C. CURB AND GUITTR VARIABLE HEIGHT CURB FACE PER CNB STD-182-L. @) SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L w I=-=--~• VCP~ :::c en E a fJ5) I ----= ~-=--=""=-- @ 1-ir'~H,_ o. • S· ® SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK. @ REMOVE ALLEY APPROACH AND CONSTRUCT ALLEY APPROACH PER CNB STD-143-L AND ALLEY APPROACH DETAIL HEREON. @ PROTECT IN PLACE @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY. @ CONSTRUCT VARIABLE HEIGHT CURB PER CNS STD-182-L AND THE ALLEY . APPROACH DETAIL HEREON. @ REMOVE PAVEMENT AND CONSTRUCT 3-INCH THICK ASPHALT PAVEMENT ON 10-INCH C.A.B. N'LY It 70' 6' 29' 82 12.5' 2' OR 2'-9'" 29' w W· en - 0 0 + LO ----__ -r+-___ _ A.C ------- - -t::: C.A.B. -----------L ----------01---~SEE SHEET 8 DETAIL B ----------0 P.C.C. ENCASEMENT IF DEPTH OF COVER IS LESS THAN 1.25' -------------- TYPICAL STREET SECTION NTS I~ I 1 a I 11 -313- 1 S'LY fl 6' •• GN -315- 0 CD CD uu c., 0 L,J z CD I..J 0 .... ++ "' <O COLD MILL DETAIL NTS PER PLAN S=0.08% 18" R.C.P. + <O 6.73' I • ,__ CD u 0 L,J "' N ,::!: PROFILE SCALE 7+00 ,+00 -407-I I VERT. HORIZ. 7+50 -409- 8 I I I I BALBOA BOULEVARD 2" ARHM SHADING LEGEND ~ COLD MILL EXISTING PAVEMENT ~I ___ ··~·•· I AHRM AND ARAMI 1 "=2' 1 "=20' -411- 8+00 I I I 8+50 9+00 "' 0 "' "' + a. 0, 2s 9+50 -418- R=5' SMH N'LY T.C./F.L. 7.00 6.00 7.00 6_00 CROWN LINE 7.00 6.00 S'L Y T.C./F.L. \ -~ SCALE 1 "=20' 1,:=::;.c-,'llW-• ===I 16" WATER -413-I I I I '°17~~~-1 I I -415-I -419-I -421-I 9 -s cv I I vu,~ro·:R (/) I I-I/ I I i _,,_ SEE SHEET 13 FOR STREET LIGHT CONDUIT PLANS AND DETAILS SEE SHEETS 5 AND 6 FOR STORM DRAIN PLANS AND DETAILS REF: I "' . "' ~ +I I + ,-.; ...,_ 0, °'~°' I :z -423- ~ -1 5• I, 1- 20' • / 5' /__ 30' -1 C-3322 NIR .CIV1L ENGINEER R.C.E. NO. 43003 DATE /0-25-Q> BALBOA BOULEVARD RECONSTRUCTION STA. 5+00 TO STA 8+00 DESIGNED SL DRAWN MGRACIA CITY OF NE\"JPORT BEACH n-D-ATE--+-BY---1---D-ES-C-RI-PTI_O_N_O_F_R_EVI_S_IO_N_S ---+-A-PP-'D7. 1-=Ccc.HE=-=ccc.KE==D--tD;-;-A~TEC----~ RS 24 OCT 2000 PUBLIC \'.'Om<s DEPAR'Tr.1ENT R-5741-S SHEET 3 OF 13 I , I I -~ . N'LYlt_ 7.00 I ~<, 1.70% S'LY It_ ~ "" I ~. o?'.;; o,·~· 7.00 > O·(b I 1o'P ~ ~SI -1.c. c:'I 0'.l-lo~ '"'-<: I ·a "' t:S',.._ d' ~9 '<-G I 0 0· 6.00 'v"' <:,'>"' ---I - I S.se (S.s5 lz ---------0· I I 5.00 IZ,J 1--------------+---------------l 5.00 N'LY It_ I I I 'l-<:, ,SI c. I lo· <o'J-<:, ,"!l-<: -1.c:'I ~ -1 lo· 'o'J,'o '<-G 6.00 ~.,:01o7 "c;.. I '<'-' o,'<> 1.,'i>°' {I.:::;. ~- 84' STA. 0+20 S'LYfr. ., OJ 5.00 t--"-· --------+----------------1 5.00 ~f-----------75' ---IJ STA. 0+92 N'L y It_ S'LY ft 70' STA. 1+57 N'LY It_ S'L y It_ 6. 00 1-----h~~~'?s,, :-----+-_J_--=-----✓-~~~ ~,c;..'.'__--=-----1 6.00 r6,7,, 6' I v· .., '9 I ,<-~ ~ e:/ I I 5.00 1----------+-1 -----------1 5.00 70' STA. 2+38 No. 43003 . 03-31-04 crvn .. 0@ OFcAL~ N'L y It_ 70' STA. 3+18 N'L y It_ 70' STA. 4+10 -- S'LYit_ I 'v"' I ~c, '\ s:,'\ 'I,':, 'o· / 7.00 / I I I6.00 5.00 S'L y It_ ,'-' <o'?'o ~I 1_?-~ I __ __,I6.00 N'L y fr. S'L Y fr. 5.00 1----------+-, -----------1 5.00 70' STA. 4+95 N'L y It_ S'LYit_ I I I 1'<°' I <!'.9 \> '<_;;;.. I I t:> '°;; '""'~ 7. oo 1-I ------------+' --"'<1:,,6 ""s.,------·-o.,-'-','O;t_:"~_.,...""" 1·00 ">"' ,s ,c;,. -1.c. I r. 7oz '<\c I'<>· "!>lo 'l-~ -1.c:'I " ' ,_)' ~I I_?' lo• °!,':, 'v"' 2,f:,% 1. ,s, V ,---0·.,?olo 'l..J 1:, \?)<:, I ----6.00 ·{9,,, I 0'.1- 0 I I 5.00 t------------+:-------------1 5.00 70' STA. 5+80 STREET SECT~ONS SCALE VERT. 1" = 1' HOR. 1° = 10' REF: N'L y It. S'LY ft 7.00 I <:l ,s,c;,. -1.c. c:'I I 6.00 ~9)'-- ....-:-.tc;i sol ~;o,,, :s>t,< 5.00 f-----------t-i-----------1 5.00 N'L y fr. N'L y It_ N'L y It_ 70' STA. 6+92 70' STA. 7+70 70' STA. 8+47 70' STA. 9+24 APPROVED SENIOR CIVIL ENGINEER R.C.E. NO. 43003 S'L y It_ S'L y It_ S'L y It_ C-3176 BALBOA BOULEVARD RECONSTRUCTION DATE CROSS SECTIONS a--D_A_TE~s_v~ ____ oE_sc_Ri_PTI_oN ____ ---'._AP_P'D_. -11--D_Es_iG_NE_D ---'s=L+--D-RA_IIN___:::cMG::.::RA.:.:::c1:.:J1A CITY OF NElfJPORT BEACH R-5 7 41-S CHECKED DATE REVISIONS RS 05 OCT 2000 PUBLIC \';ORl(S DEPARlt.lENT SHEET 4 OF 13 •· • I I -132- ---------- - -- -127- ENCASH4ENT FINISHED SURFACE ABOVE STORM DRAIN ~ • <t-~ .,?o<> _________________________________ ...,;: -------------------------~--------r-------------------------------------- - - - ----,-',--- - -- 5.00 5.00 4.00 ¾ 4.00 3.00~f-~;=----1----~s::;o;:;.2;;0,:;.'". ---------),-~~~-::tgi __ :!-;-----------:5~;;-0 _2o'c0:;",:-----~-----" ~-l_)L 6 ------------+-S-=-- 0 -_2-0%-, ----------~-=w~-:::t"i~: -.. "'i.r1 3·00 ~ R Yi 15 12 "'~ 66 8~ Ll'Jt.n +cod ct~ ~~ •1:, ,:!; ,:!; CONST. 150 LF 18" R.C.P. "' CONST. 121 LF 18" R.C.P. CONST. 125 LF 18" R.C.P. SEE SHEET 6 -~'!' ~~ 1------------- FINISHED SURFACE ABOVE STORM DRAIN~--------- --------------------·- 7 'o· ~---------~r---------------------------------------~---------------- - 5.00 4.00 3.00 0+00 <i> - 0 0 + 0 ( --7 <C • z·>-I I -<( I Cl s: w 2 17' - "' 1a + i-------1 • i-------:;!f"' --t-------i 5.00 4.00 • I (~ & ~~--=_j----------------:; ~~L-------:S:-=--0:-.2:::0:%---------~--ID-f_,+ID'"""!S-=--:0~.2~no~,:_-~,.,,,~-~---------@IXl~s::i-o~.2iiioT:---------: ~ ~::::B~~:tB-:s=~o.2:0:%----.. : ~~v:::::i ; el (./ 1-----------u u 'l>', B B 1111 iJ" ~ 0 Y 1.3 co o 'k .)'I ~ ffi ID PROFILE SCALE ~ ffi 1i'l ffi EXIST •. TEL. CONDUIT -----~ ~ ;;!; 3.00 ~ ~ VERT. 1n=2' ~ ! ; ~ TO~~§~i~~TED :J: ;!: HORIZ. 1 t,=20' CONST. 184 LF 18" R.C.P. 27 LF 18' RCP ,:!; CONST. 117 LF 18" R.C.P. SEE SHEET 6 1+00 ,,. ~--· • a, I "' N 1 I -J ..,. -- V ;/ CONSTRUCTION NOTES CONSTRUCT 15" R,C.P. STORM DRAIN 2000-D. CONSTRUCT 18" R.C.P. STORM DRAIN 2000-D. ---~- I . -- '--1 co 1+50 I CONSTRUCT STORM DRAIN JUNCTION STRUC1URE PER CNS SID-310-L, H=2.0', P=B 1/2". CONSTRUCT MODIFIED CATCH BASIN PER CNB STD-305-L AND CATCH BASIN TYPE 2 DETAIL ON SHEET 6. @ CONSTRUCT MODIFIED CATCH BASIN PER CNS STD-300-L AND CATCH BASIN TYPE 1 DETAIL ON SHEET 6. -S. I A 2+00 2+50 3+00 3+50 0 --- 0, I I . -... £'~•?.fJFESSJo@ REF: ~~f0~5 G • J' _,.,:W 4/26 SL i~ ~~~ No. 43D03 Exp. 03-31-04 <\'~CIVIL~ OFcAL~~ DAlE BY "' N 4+00 I ~· 4 I I - TELEPHONE CONDUIT TO BE RELOCATED BY OTHERS -· "' N - I /1 \ DELETE 1 C.B., REDUCE S.D. LENGTH DESCRIPTION REVISIONS 4+50 5+00 l'.l '-' w cc -306-"' (X) + .... SCALE 1 "=20' I ~=;,2;~38 • @ "' I A=1'-6" "' 8=2'-9" N I -I - J~ 12 -,. cc cc 0 0 '-' C, w z cc w 0 .... "' "' + + .... ..,. C-3322 ~VED C RS BALBOA BOUL.EVARD k' « u A rr 'i'." .h.---STORM DRAlN S~ IOR UVJL ENGINEER R.C.E. NC. 43003 DAlE 114/'?r,/o J STATION o+oo TO 5+00 APP'D. DESIGNED DRAWN CITY Of' NE\:'SPORT BEACH R-5741-S SL MGRAGIA CHECKED DAlE FURUC t:"O~(S ll!PARTr!El'JT oHEET 5 OF 13 RS 26 APR 2001 < L cl " " m " ] 0 " ~ ~ .-~ )> D z !" n )> C i ~ 0 " I z I " ·' 'U ~ -,; z I ~~~ 0 ~ 0 " n ~ij 8 0 " 'll -lii 0 ; t " ~ • < z B -~ ,, ; C z < --+-1/\! • m • " ~-'I"-0 " ~ a )> p " z .m n ~ )> C ' cl " z " ' I I I I i !. I ', / 'U ~ z I 0 6 " n m 0 0 • " " 0 'U m 0 D ~ • < z B C 7 ' s·-o· ± ! • 4'-0"± I • I 3'-o"± I 0\ I ST. LIGHT) CONDUIT • I . A • I . :c It PER PLAN • • INV."-,r~ 0 I~+), 0 ( • ""-'."-:: .. '-' C 8° VCP SE~R 14" CIP WATER SECTION A-A If • .ti -, 4 ... ' ... NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD.-300-L-A FOR ADDITIONAL INFORMATION. STORM DRAIN PIPE WHERE r--(1_-~ :p\-=/4=~=_:= -+:j::•:i-,1• -++If'-r -~-----tt-1}1: ;=J:•~:::/t:::._= __ O=CC=U=R_S=_=/4_-"/==/ ---,(=\ ( EDGE OF GUTTER Vt!===~--=======⇒,__,__ ' ' i ,d 4/ ; .. PLAN VIE\I\J CATCH BASIN TYPE 1 NOT TO SCALE • I • • • SECTION 8-8 ' ~CURB -------- DETAIL NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD.-300-L-A FOR ADDITIONAL INFORM A TlON. 1'-s· F::B ----.__.... SIDEWALK ______.._ • " ..--..._...., SIDEWALK .....___..,.,-- CURB FACE.~- 1 \ '' .. • • • EDGE OF GUTTER\ 1 /7), '.1/7'<====--==;:::::::l,l==r-1·.· -.-.... -. -. __ -+-.~ -~ '-. •· •. IA. // . V i '1/ _) 45' TYP LB PLAN VIEW CATCH BASIN TYPE 2 DETAIL NOT TO SCALE SCALE 1 "=20' <( U) I-V) "' ENCASEMENT r_j ai ENCASEMENT 5. 00 1-----1-------t----+-----+-+----t-t----t-t---+--+-------+---------i----------t---------t-1~------j----t-j-~~~~-=~~~~~~--r---i 4.00 p, 0 "' <O S 0.20% ,:::._ S~0.20% .,\./ -S 0.20% <ii,,_,.✓ -m 3 QQ i.._ -~ --~Y • ~7m m ~.._o/~ u • l-----+------+--s=--=-c-0.--,-20,----%--+--~-'.l'-c~ ~~-m,.cc:~"'u_:_'s-=-"o.""",u;,.,-~-1/-. 1-v':-vj--A -6-"G_A_S -+-mu:~~-":"'~"'-· :k---1,lt-k-+------+-----+---~---c.;:'~ o/,~~ml-~~w~---+----,,oe~"7"--i~m'ff--f<15:l-----j--------.:,,'I'.. 7"---'-~'t-f-"15~-------j , u ~'o/ -,. o ,.'1~rv--6"1 AS ..,. o ..,. CONST. 107 LF 15" R.C.P. w m <O "' + z w 8 + 1/ I A_....-a'" PVC in w / ~ LO IO ~ 1+ d) ;1; / X I I SEWER ;1; fg .i rt .:t IX) co TEL CONDUIT V - N n + "' <O + <O -2.15 "' + ;1;, ___ +------+------+------+-+-----+-----t--+-----j-------j---------j CONST. 92 LF 12" I .C.P. CONST. 4 LF 12" R.C.P. CONST. 4 LF 12" R.C.P. CONST. 54 LF 15" R.C.P. \<i'. / FINISHED SURFACE ABOVE STORM DRAIN ~ ~ / ~~ 1-~---_--_-_-_-_-+r---_-_-_-_--+---------------+~---_-_-_-_--+-_-----'s_c,f, ~~,:-.. -r---_-_-+-r-- --- - --,-_ i _ -------------I--------.-~-------- 6.00 <-? <-? ---~ ~ v.uu + + 5.00!====:!====+::::::::::=t;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;4r'°~riiiiiiiiiiii---..;'°~=--1 ----1--,--1-~:;.G3:!G;}-1---1 ---1---1---1 ---1 4.001~ 3.00 ,. A 11 PAC BELL CONDUIT-IJ l~I \ii-_..---,PAC BELL CONDUIT S=0.20% 0 + <O •. vv ... + <O <\ I" 1_,--8" PVC _,J SE\\ER PROFILE SCALE CONST. 10' LF 18" R.C.P. VERT. HORIZ. 111=2' 1"=20' 5+00 5+50 6+00 (D (D 0 0 ffi ~ 1~ 310 -320 -324-: ~ -328-1 • • 1 : _-_8" -VC-.P~~-. _ 14" CIP g:i ,1; ;j_; ~ r ~ 1--;:;:: ~ --:-cE •\._,.,-...... -;,,.....,+------+--_ -. _--.,..!.l__,,. "' SMH :C ·S· •• -,, en . n 6+50 cc u g ~ ~ ~ fR + + <O <O .'"" ·-. EF b / -. . . W · -. ~ 'I J \ . . . -330- PROTECT 6" GAS IN PLACE~ ~-~~ - -G-w w en ®I 'i,, I "' N H=2.97'~ ~ 8=2'-0" t0 ~ R= 1940.9' ,';j m ,_ "' 38 H 2.78' A=9" 8=2'-0" "l I !;,: 6 N + w :z 181 ·_ v_cP~ _J 1----~-J . ~----I I ~ 1 ;__ SMH '° .. ---~ ·S· --~--i::':;,t--''---L_I. -I 13 7+00 7+50 8+00 8+50 I --•-; 'I Q • .-w.:i;t: _/.. / ~ / Vo o, I ~;~3'0~8 • ;3--,'--!@/---. -•• -gi+----r.;:,,13--1// ·W· -. r--f-... -- \,,,,A~ -~~ -;,, H=2.23' 38 \c:Y 'f ~H 215' . . . . . ---.l_-:c '--coNSTRUCTlON Ci. ~ 7 i PROP. 16" WATER -A=9" ~ ~ A:9; •• -~-+---.. -~'L_ __ s . _,__, __ . . r 8=2'-o" 8 8=2'-o" ~---1:>;__. -~ 1--+-.. I ---L_ . I. ----.J.1 <( 15 2 i.--8" PVC 15 / TEL _.,, ((l --' E--- -403- 37 H=3.65' r -- I I ~ -407- ,:!: I ;,, N -413-I I I - CONSTRUCTION NOTES BALBOA BOULEVARD CONSTRUCT 12" R.C.P. STORM DRAIN 2000-D. CONSTRUCT 15" R.C.P. STORM DRAIN 2000-D. CONSTRUCT 18" R.C.P. STORM DRAIN 2000-D. PROTECT IN PLACE REF: 6.00 5.00 4.00 3.00 C-3322 CONSTRUCT MODIFIED CATCH BASIN PER CNB STD-305-L AND CATCH BASIN TYPE 2 DETAIL HEREON. @ CONSTRUCT MODIFIED CATCH BASIN PER CNB STD-300-L AND CATCH BASIN TYPE 1 DETAIL HEREON. APPROVE□ ,,-- 11----+--+---------+---, rT .>& !-... ,_ . 'V'P-:{l'IW::-1, .v.A SENluK CIVIL ENGINEER R.C.E. NO. 43003 DATE I0-25-CO BALBOA BOULEVARD STORM DRAIN STATION 5+00 TO 8+54 DESIGNED SL DRAWN MGRACIA CITY OF NEI/JPORT BEACH R-5741-S 1-D-ATE-+-B-Y-f----□E-SC_R_IP-TIO_N_O_F_R_EVI_SI_O_NS----+A-P-P'D-_11cc=HE=c=KE=□-~RS=t=DccATE=20-□~C=T=20=0.c.,Oi PUBLIC \":ORl(S DEPARTI.1ENT SHEET 6 OF 13 ~ z I" ~ 2l !.___ ~ I 0 5 . ~ B D CD • 0 ~ m O D CD :1.1 ~ z n I I ' I o I : ST. LIG) CONDUIT I I Jr. ' 61-0" s'-o"+ ! • 4'-o"+ • I 3'-o·± ' I B 1'-o· PER PLAN 2'r--i F 4 -. A I PER PLAN • . : INV.~r~ ::• :c: NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD.-300-L-A FOR ADDITIONAL INFORMATION. 14" CIP WATER SECTION A-A 1·-s· p:_A ' ' '. ----tt-,- .. _a_' i.; : .4-'-_ ,,-_ _--.-_,----, .. t-,-.--_ --,-a'-~-:i,._~ _: . ., " - PLAN VlE,tJ I STORM DRAIN PIPE WHERE OCCURS I -i------------i (EDGE OF GUTTER \ ~CURB -------- CATCH BASIN TYPE 1 DETAIL NOT TO SCALE • 3'-6" " • 11. "-· 1'-9" 1'-0" SECTION B-B :c: • ·- NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD.-300-L-A FOR ADDITIONAL INFORMATION. ~ SIDEWALK -------- CURB FACE~ • ' • -• ~ SIDEWALK --------4 • ---., ; - L , < EDGE OF GUTTER"\, /77'',,1/T'<====,---=="'-=+_=N~;~-•_--_-_-.;-___ ,_,_ ----: -----~.' 6 7":;5' TYP 1/ I // LB PLAN VlE\AJ CATCH BASIN TYPE 2 DETAIL NOT TO SCALE SCALE 1 "=20' @ @ @ @ @ @ @ 6.00 CONCRETE I NCASEMENT SEE DE" AIL ON SHT 7 A CONCRETE EN ~ASEMENT SEE DET A L ON SHT 7 A ---------l------+-----------;«:sf------+------+-----l-+------,.<+------j------+-----+---------1-----+------+------1--------------w ~ >-- FINISH ED SURF ,CE ABOVE STORM DRAIN~ii-------------i-----:-"<>l~ : ~~ _ ~<?. ~ _L_·· ~ ~J r ~ --------------------------------------------------~ -----------~ -l----+----____::_c__:___c__-l-==-==-==-==-==-i==-::=-==-==-==--11"=-=-==-===-!=-==-==-===-=!A==-===-==-=.:i=-==-===-==-=-=ir,1--------1 4" PAC BELL CONDUIT TO ffi BE MOVED BY OTHERS 5.oo:======~============~--------=-+ l==i======i--===1-t ~ ~ 0 4, 00 p / +◊ Ji - - -------1---------+------l-+-----+I ------+_-+--------l,-S-0.-20-%--~-l::_-I------I 3 00 • --r-+-----+----i"_"'i,--..----"-s<i!,•'k-·--------1---dt--t-----· -•-+-------:.c''<Sl'.,~,,_•1/cot--1~----+---, si;i -ltm,-----l!--------.,'1"':,L--_,::;ai,Hl"'u'------------I S O 20% ., / -SP0,20% ~ " m • -------------------------·s;o,20% ;;; -;~. s;o.20% v: .,; .,; ~ ;;i ,._<_,1/ u ~ -y "' §! i----------t--------t---------j-~ ,__Y---_· -~~ --~--4" ,~''o:;,c,Y_"---t' -rli1,v------,,_6_'_GA-S------,-;:;~;·, -t.~:a;----,-------.~ -~:s--s·, AS --::_ ! ~ -----1----------<;;~)l-----l!o-___ +----~~oi--➔';,.,,._ __ ---j ;}; ~ as / X(II ('r~--r PVC co w ~ r-) + ~ i 14i ct ct (C g SEWER :1, fg <0 i t---r-- ~ + 2.15 r-. + + ,---]--===--==-~::r-=-=----j----------,,\11«'>--~TE:;-:L ==~tv1 -1-------1--------+------1 CONST. 107 LF 15" R.C.P. CONDUIT .:J CONST. 92 LF 12" I .C.P. CONST. 4 LF 12" R.C.P. CONST. 4 LF 12" R.C.P. 1----------+-------+-------+-------+------------ja, -'°l-~---+--l------+--------f-----+-------------+-------+-------+--------------1 N ,,-, + ,,., <D + <D CONST. 54 LF 15" R.C.P. 1----------l-+------+------+------+-----l------+------t------+--+---+---------1------t-----+-------t------+---------I l----+-~-----+------+C~O~NC~R~ETE~EN~C~AS=,B~E~N~T~SE=E~D~ET~Al~L~ON~$H~T~7~A---+-----+------+--I~ i-------t----t------+----------t-'~i----------c-m""1'=>----1-------t-----+----'~-"-:t----+---1c~"'----+----------~-----+--------t------+---------1-----1 }:'j ,r.., /" FINISHED SURFAC: ABOVE STORM DRAIN ~ + ~~ ~ ~ N r-,. O.~ + 11 --;..--+--q> 1<:,:V --------1----------------~-in --~t ________ 1 __ 1----------------------~ ______ / ---------------j-----, 6.oo --- - -----+--•-----+------+-----+---------,f--------fo.-~.oo--- 5. oo~ .................... =±=====-:t=-=-=-=-=-t=-=-=tAw __ ::::::::::::=::_-:_-:_-:_=:_=:_:,:_-___ -__ -_ -r==t~ ? -----1-------+---------,f--~~.0 -l---+----+---1 -~ ~)" 4.65 /NV IN Oi---.. 1 ~ l,i, ~QO~ ~~ L.Q1A~~---~y-..,. \4• PAC BELL CONDUIT TO S 0.20% I ~ ?i "'t, •v S;0.20% ~ ~ ~-~~~ B ~ 3.00i--------+-r-A~~A~--+--S-;-Q,-20-%---+-)-"'~~-mt-t-B-+-----'°-'-t--'~~~~/,'lc---l------+------+--:8t--+§!~-+-----+-------+------+-3;0Q--1-----+--------1 (.) + wW ~---,-,PAC BELL CONDUIT 1;J O "' "' ..,. 1-----tt+-----H(t-'----------11-------t------"'I--I.CJ"-----+------+----l'\--~~~+------+------+--.:O1-1+--+-----------------------1-----+--------------j "' ,,-, ''.~a• PVC + " PROFILE SCALE PAC BELL CONDUITY V I~ ~ ! YI v-SEWER " I' ~ 'C\. 1------+~--L~--t--------t----1--------l---~o',"W::__----+------1-----+---+-l---~-----I 1-------+-1~-1~------1~C~ON=S~T.~1~44_LF~1~8"t-R=.C~.P~. ----l J_':1/ VERT. HORIZ. 1"=2' 1"=20' CONST. 117 LF 18' R.C.P. 5+00 5+50 6+00 6+50 7+00 7+50 8+00 --.......15, Jo• 8+50 £D rn 7 I~ s· u-,"" = ,,~ ; 1,,. I -.. -,-I ~ ~ : .~~ • / ~, 1 $J 1r = ~ I , • I B 8 6.00 5.00 4.00 3.00 w --~ ~ VCPW~ -_1_4•_c'.-SP.~~-"c,------ ---,."'-+--~ _,,, __ -_ ~ -'Tl'_,,,--_-,! t,,e ~ t J :;o~~-z ~ j ,ij O;' /~ LI -404-' i ,' 408 ; ; ,' -410-! ! ~ j, • / w • • o , , ' ff _;7• '; J J '.~-=~-.: ~; o --_:oo ~ -f, : c ~-£.:· o: _ -• •~,:'.'-:__---~ ~ .,.. -• @I -~ • HA!9~t@ • -~ R=1936.91' --• 38 H 2.78·• -• J_ -/ ~ -/ Vo ~,~°;:::=;~';: ~ " ;, ,a•.,,~ , ea,••: .18"' :,i:.,. @/ 1 \ "i& S • ,;-H;--/-2-.2-3@/_3_8_1 _ ---gi-t--@Y-,3-1/ ·W· -!+---l,;"i,\- 38 -H~;.15-,-- :C I----+--~~ J • '---coNSTRU~~~N_r. _ _,,,__.,__~_u_: +--,-S-26 I R 1909 91' • _I----_ I -I T . . P~OP, 16" WATER I -~::f_o" 8 N '-../ ~:f-o· ~ r=cc~1::/=cc 1 -cc 5 ===~==~'L~/2\= 1 ==:cc;pmgiTCC~~et~~=~~· :~~~~~~;~!~R~;~18~9~3-~91~1\~iifij~cc 15~~;f~· ~;:F~;f!~~~/(@(n~ONCRETE EN:S~MENT SEE DETAIL ON -SHT 1 7A ;::: ·'------'--1----• J ----cl____ - 1• ____ _J_) -"""' ,.... u ~ 83 H-2 35' ;,-, ~ T ~. S 0.20% 13 CONCRETE ENI ASEMENT SEE DETAIL ON SHT 7A ~ -• -..---------1'LJ' TEL ? l__ ~ ~ cn ~ '" -- g;};~~-t~~~z/~~~~~~=~~~=~=~•~.~~_;--;;;;~~;\~~\~~•~~--~=========~=~f~s;=0~.20%-~~7"~0:~:1~~~~~i-r~~~~~~~~~~~~~~rl~~~~~~N-t==:::- --·---=;:::::~----;;:,~ll~....;;;;;---_E_=~ 1-~ -L~ _in -1E O -I T mm ,;'"6',9 ~ .... • ·-... - ----=-~-=--_,E~~--;;;;---'D -~ ~ s1GN H;2_00'83 ~::: ~ 3 ----~s"Pvc ~\, 1,7[9-B -...;--.-=-~--;;;;-7~---==~11 "'1~--7,:;.---~_--------~~--...;;;;;~ -~~ ~ffi ~ I ~ ;,;c I CONSTRUCTION NOTES CONSTRUCT 12" R.C.P. STORM DRAIN 2000-D. CONSTRUCT 15" R.C.P. STORM DRAIN 2000-D. CONSTRUCT 18" R.C.P. STORM DRAIN 2000-D. PROTECT IN PLACE CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNB STD-310-L, H;2.0', P;8 1/2". CONSTRUCT CATCH BASIN PER CNB STD-305-L. AND CATCH BASIN TYPE 1 DETAIL HEREON. CONSTRUCT CATCH BASIN PER CNB STD-305-L. -315-0 ..,. --W;12' + + -403-I -409-I "' "' -317-1s ~ -407-I I I ~ ~ I j -411-j -413-I I BALBOA BOULEVARD I REF: C-3322 1/17 /01 SL /1 \ STORM DRAIN ALIGNMENT MODIFICATION APPROVED BALBOA BOULEVARD SENIORCIV1LENGINEER STORM DRAIN R.C.E. NO. 43003 ~ mTI~MOOro~M DESIGNED SL DRAWN MGRACIA CITY OF NEl:JP0RT BEACH R-5741-S lf----t--+-------------+------ll-ccc===---t-::-:--::=-------11 APP'D. CHECKED RS DAT\\ JAN 2001 PUBLIC \';ORl(S DEPARR.1EtJT SHEET 6A OF 13 DATE BY DESCRIPTION OF REV1SIONS f------+-------+-----f----------t---------+-----+------+------t-------+------j-----+-- ---~------~-------------------- - - - -------1--------l-------+--------l CONCRETE ENCA ,EMENT SEE DETAI~ HEREON ~ 5s & w ~ ~ ~ l---------e,0,1-------<:i~'\l>,r-------+--r-"'ct------+-----Vlf------t--c-----------jf-------t------t-----+---------H-~w __ ~H='.-+-----__ ---~ ---,--------,------,--_ _ __________ --t..-.----t-------c---------1 ~.? R;,, 6 '1~'l-,.7 :g tii ' Isl □(/).'~=> ~ ~ ;e ~ -~ 7 + g ~ I-,:!; -·~ 7 00 1---~-~~~J--cc,,-~l"'--=+-----f---=0 +-~~~·•),------t-----+f------t----~•<FtE::tt-------j--------i----~ ---------a!?':-----r---"'---------1-_..-'---l-----l-------1---------1----------il-------+----'Vl"!.;8"''---+------I--------I • ,--:---1"-,.:1. -_.~ ~ CJ) s ~ ,.... ~ --t-lOZ F N,z 6.00 ~6'6'b --. " • <C /FINISH D SURFACE ABOV STORM DRAIN • • .-.. ~· ._ (.f)~ ,.Ti§ cti, ~ L!) O -ci.,'eti---,'-----t---------·---------+---------+"'l'ee---------"l~'I-------------·t-------·--·---------------------t----i>i,t-:=a------t--------t---------1 Lk,.1,1( - _ _ _ wu / u =-i +'0 \. ,,------s-.20% 1 1 / 4" ST. / 1 r--"1/ 5.00 LT. CONDUIT/ / & ,-. - - z -:> ~\. V :Z _ -1 1/4" ST, LT. CONDUIT --i-------_ _ _ ~-~3/ ?>JJ!Y :::, ---------1----l..------+:-<o~7"------l--!tj:lZ-------t---+--+-----1-----+---=c--t-----------2 ~~~ ------r-------- --,-----.~ -~/ t------t------------ - - -~0 y ---r------t----~ -.f-----~ ---- -----l-------+-----+-------+-----1----7~-t------------~ 'o <C 4.00 I I I I I / V -~ ------tt-,---t----------1t--1, ff-==--:::=::-===t======="=""F-=+=--+=-4'io4==:;;;;;;;;;,,;;;;;;;;,;-~r--~-+--+t=-=_,=r_=-~= -.::-= -= -+-+--= -= -= -== -_ -=! 3. oo C/L -+ 0 ---------SEE NOTE 1 S 0.G5% (f.~ /\ I I S 0.43% V 2.00 1.00 , 'o"' • 11Vv,J ,-PROPOSED 8" PVC---...._) N;,1 ,,. . ~.<::>/ '<"/ , ....,~1/ Liµ._,, S=a-o 43% II .>l5 WATER I,_·~ 1/ '/ ~, 1----SEENOTE1 • 0 l-------+f--+-+---++\J'-~-Cl~'.lClcc-"1,~.-h'--"-'"-+-t-Fro:_::Vlc___-+---------/------+--Cl-;c,Sl"'""".,'-17'"--~-+----+'~~-----"----t--- --___ _,___ ____ ----r----~-----,,---,,~-----i-----i-t--~=~ i------~------ "<Y ~ S=-0,20% ..-, / P OPOSED 8" PVC~ATER~~ -~-= ~ --+~-'i:i-----+--+--+--------t----3/-~-------1 0.00 ~ 0 ------~--+---+--------·-t--·t-----c-------~--------t---~-----t---------+-----+------+-----+t--t----+-- ··----6:----------1------ ~ ~ ~ t-------0-l----+--~-~ro,1------t-+-+-----+------c------~----------- - ----+---------tt---+----, ------- - - -----+-----+->----+------------ I I lw I -CONST. 39 LF 24" R.C.P. CONST. 194 l.J 24" R.C.P. I "----CONST. 8 LF 18" R.C.P. CONST. 14 LF 2~" R.C.P. CONST. 160 S 24" R.C.P. CONST. 294 LI 24" R.C.P, CONCRETE ENCA!EMENT -:-SE:::E_.D:_-Ec-_-TA:--,ll:\--'-'H:E::_R:=_EO::cN_:__ __ +-------+-------/-----+---------j,-----.,__-----.-------__Jl---------'-l------+-----+-------+-----t--------t--------t--------~------------- 0+00 13' ffi 0+50 1+00 C EXISTING STREET SURFACE 1+50 PROFILE SCALE VERT. 1"=2' HORIZ. 1 "=20' 2+00 2+50 3+00 3+50 4+00 4+50 • EX, 8" A.C.P\@ @_ s: l==j I 30 C PROPOSED 24" S.D. ®' 0 )---'I!=;--,, -1=1====1=!-'-.( w > <( a. 0 > • 0 > _J (D <( 0 (D _J ch <( (D ' ci <.(J i--= :j (/) [D 0 <C oo <C [D z-' 0 <C "' [D 00 '-' 00 0 "' 0 "' ++ 0 ,,, fC' !?7 EX. 8" A.C.P .:[!l WATER MAIN >-<( (D §; D-. D-. 0 <C • co ) @) DETAIL -- 30 ,, A" I n' 0 a:i "' CD <D "' + N L ~--irr I~ J + (!) ' + ,,, I ;;,:, _:.,___ ----------- ----------I , 0 AJ I.J.J N.T.S 64 ~ co 0 + (/) c3 I "' 0 cri 2+24.86 ST STA 1 2+ 71.07 SD STA ~ ------ --· < 1/ I\.."' -:::::::: '%I. -" -I 31 ~H=l.87°" ______ I ____________ , __ ,_ -"' . .................... --....... __ _l I 1 ~ I ··,·-,.:,,f1J,.-J01Nj 1, / (e:I --, •• , •••• i!f, .... _._·········<lF·"'-....----------------t---1 I I 0 \ZsEENOTE1 --@v):;':'C:;:·::.ff<';:::j \@ -2"GASr;;";\ '$?://<C~ \1 j""-l~ : 1 ,:.<.:! 5 14: '\:V::::::~_~_~~ __ ~:~~-=_~ _~ _~_~_~~_~_~:~~~~--~--::--::-:=:-=:-,i---,---_-/-=-::':-:--_~, " ---'_ - - --~ V t;; ~@: < co I~ 00 b -,.a_ sr \B) ~ "' 0 a:i - 3' 5.5' 2" ARHM~ I 11' I , 14' I 14' I ' I I . 115' • I TRENCH 1"1DTH I • 50: • • 11 • I ' SPRING LINE NOTE: CORONADO STREET NOTE 1: ENCASE SEWER FROM SPRINGLINE TO BOTTOM OF PROPOSED STORM DRAIN LINE. ENCASEMENT SHALL EXTEND ONE FOOT ON EACH SIDE OF SEWER. Zoo - /@H=2.24' .................. . ........................... . ........................................... _JI- :cw (.)I.J.J I-:::c <((/) 2w 01.J.J 0(/) + LO 30 @ EX, 14" C.I.P'\ @ --\--' "'""1~--....... 27 5+00 @ @ @ @ @ @ @ @ @) ® ® @ @) CONSTRUCTION NOTES CONSTRUCT 18" R.C.P. STORM DRAIN, 2000-D, CONSTRUCT 24" R.C.P. STORM DRAIN, 2000-D. CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNB SID-310-L, H=1.5', P = 8 1 /2". PROTECT IN PLACE. REMOVE INTERFERING PORTIONS OF 8" ACP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL "A" HEREON. CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNB STD-310-L, H=2.0', P=8 1/2" INSTALL 8-INCH PVC C-900 CLASS 52; BEDDING AND BACKFILL PER CNB SID-106-L. REMOVE INTERFERING PORTIONS OF WATER MAIN AND INSTALL 8" A.C. ROUGH BARREL X DIP TRANSITION COUPLING. INSTALL 8" 45° MECHANICAL JOINT BEND WITH RETAINER GLANDS AND THRUST BLOCK PER CNB SID-510-L AND DETAIL "A" HEREON. . CONSTRUCT 24" R.C.P. STORM DRAIN, 3 FEET LONG WITH 3/4-INCH PLYWOOD PLUG REMOVE INTERFERING PORTIONS OF 14" CIP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL "B" HEREON. INSTALL 14" X 8" DIP MECHANICAL JOINT X MECHANICAL JOINT REDUCER. REMOVE EXISTING AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY. r EXIST. STREET SURF ACE /?71 136 • CPROPOSED 24" S.D. 'c:,J '::'.::: "' 0 ®' ' --- "c?' ~-i--,..--r I ~ EX. 14" C.I.P. WATER MAIN 30 DETAIL "8" N.T.S · SCALE 1 "=20' FOR RCP PIPE BELOW CURB AND GUffiR PLACE CONCRETE ENCASEMENT TO THE BOTTOM OF CURB AND GUffiR REF: C-3322 APPROVED BEDDING PER DETAIL A ON SHEET 8 NOT TO SCALE No. 43003 Exp. 03-31-04 <l'~~ C!V1\. O~®, OF cp.1..\1 1/17/01 SL /1\ STORM DRAIN ALIGNMENT MODIFlCATION SENIOR CIVIL ENGINEER R.C.E. NO. 43003 DATE CORONADO STREET STORM DRAIN i1-D_A_TE--'-B_Y____,_ ____ DE_sc_R1P_T1_0N ____ ----'-Af'-P'D_. t1-cD=Es=1GN=E~D ---'s=L '=-DR=A~wN~M~G~RA=c1A.,1 CITY OF NE\~JPORT BEACH R-57 41-S REV1s10Ns CHECKED Rs DAlf 1 JAN 2001 PUBLIC \':orucs DEPAR'n!.EtJT SHEET 7 A oF 13 0 ui ------------~- ENCASEMENT I C 2 < • m " □ ' ~ a " " z )TI n ,. C ~ 0 D z j, 5,00 LT. CONDUIT --·r-----~;1/ ,..,, -·-_,-y .,,/;'-,/.---t---f--..... ·t-- 4.00 3.00 2.00 .~ 1111 S-0.20~ ~\..v~ [VI ~'\()/ ' I I'm_ ~SEE NOTE 1 U EPHONE • ONDUIT TO BE (T. UI '-''··-··-a..a::-h\l•,11, I §;~ "., II • w 11 ro"' 11 II CONST. 52 LF 24" R.C.P. PROPOSED 8" PVC--..... WATER :-l ,/ I I I I I I ' • "' CONST. 194 LI 24" R.C.P. -,- I -4.00 C/L 3.00 _,.,.,., ! 2.00 s-0.65% ,' S 0.43% , V I I :-\ lf;,r--sEE NOTE 1 ~1/w S--0.43% p oPosED a· Pvc1 ATER----------.....A ..,'-! V S=-0.20% 1.00 ev/ 0.00 3/ '1a ~ .. ~ r ~ CONST. 14 LF 2~• R.C.P./ CONST. 160 LF 24" R.C.P. CONST. 294 L 24" R.C.P. " g 1 : PROFILE SCALE : I i t f: VERT. 1"=2' ii~~ l □ HORIZ. 1"=20' ~ ~ :i! ;stV\ L ______ _j ____ .,,,...1....,,..,,,. ___ .1. ____ ~-=~---L-----:~-=-=----L-----:..L-=".:----lL!.!.:~.!!.!==~-=:~:.:::-...1 ____ -;::--½:--;::---...L----....:L-----.J..----...J.-----.l....-----L.-----'-----..l..------l.----7:--;~;----------------------------1. "-~ ~ ;- 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ~ ~ I I lw I EX. 8" A.C.Pi 29 @ s: t:=J I 30 • 0 > --' m <( --' 0 w m ,- --' --' U) --' w <( ID u <( a. m I;:'' ~ . <,:, c::,· -.!... ~ 0 "' u 0 ~ a. u ' > • ~ ~ tii ID 0 <( Si! 0 z ~ 0 c:: ID 0 0 u CX) 0 "' 0 ,.., + ;;!; 0 l::l • <O ) 27 "'\ cr u w . ;c,;:!: I ~ "'"' -· 1-0 'C(> '<Cj- V) "' ...., "' ,.., N r--,-...: lO Non ++ 00 "--.._ I, + 0 I/ SCALE 1 "::a20' C EXISTING ST~EET SURFACE : C PROPOSED 24" S.D. @----..._ 0 ;-+--rr; 2 -\ 7 i=t:=l==r •• '-i~_d EX. 8" A.C.P ~ ~ WATER MAIN @ DETAIL ,, AH N.T.S er u V) m <( (.!) -e ,0 • <O ITT ~ "' + - I "' • w > <( >-<( m 1- ~ l 51 [L u CD en CD ,0 ,o + N CORONADO STREET NOTE 1: ENCASE SEWER FROM SPRINGLINE TO BOTTOM OF PROPOSED STORM DRAIN LINE. ENCASEMENT SHALL EXTEND ONE FOOT ON EACH SIDE OF SEWER. 64 27 REF: DATE BY @ @ @ @ @ @ @ @ ® @ @ @ CONSTRUCTION NOTES CONSTRUCT 24" R.C.P. STORM DRAIN, 2000-D. CONSTRUCT STORM DRAIN JUNCTlON STRUCTURE PER CNB STD-310-L, H=1.5', P = 8 1/2". PROTECT IN PLACE. REMOVE INTERFERING PORTlONS OF 8" ACP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL "A" HEREON. CONSTRUCT STORM DRAIN JUNCTlON STRUCTURE PER CNB STD-310-L, H=2.0', P=8 1/2" INSTALIL 8-INCH PVC C-900 CLASS 52; BEDDING AND BACKFILL PER CNB STD-106-L REMOVE INTERFERING PORTlONS OF WATER MAIN AND INSTALL 8" A.C. ROUGH BARREL X DIP TRANSITION COUPLING. INSTALIL 8" 45° MECHANICAL JOINT BEND WITH RETAINER GLANDS AND THRUST BLOCK PER CNB STD-510-L AND DETAIL "A" HEREON. . CONSTRUCT 24" R.C.P. STORM DRAIN, 3 FEET LONG WITH 3/4-INCH PLYWOOD PLUG REMOVE INTERFERING PORTlONS OF 14" CIP WATER MAIN AND REINSTALL WATER MAIN PER DETAIL "B" HEREON . INSTALL 14" X 8" DIP MECHANICAL JOINT X MECHANICAL JOINT REDUCER. REMOVE EXISTlNG AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY. r EXIST. STREET SURFACE A@:"' C PROPOSED 24" S.D. v!) 0 @----..._ • --- ~= ,;----,--i---( t @J • DETAIL 11 811 N.T.S 30 EX. 14" C.l.P. WATER MAIN C-3322 APPROVED ~~&EER CORONADO STREET R.C.E. NO. 43003 DATE /O-Zs-:c-o STORM DRAIN DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NE\WJORT BEACH R-5741-S 11---_j__ _ _j__ ___________ __L__-ll-ccH=E=cK=Eoc---=~D=A~TE~=--=-,i 13 REVISIONS RS 19 OCT 2000 PUBLIC \':ORl(S DEPARTI.lENT SHEET 7 OF i ►~- I I .,, ,; z :r 0 5 c.,, " n ~ " m 0 0 • " " .... ~ 0 .,, m 0 :s ~ " D m 11 < • z B C z 'i • < rn e m " 0 Ll ' I .... C " .:5 • " )TI n ,. C ~ D " z j, ( CONST. 297.86 22" R.C.P. 5+00 5+50 ✓ ~ _...., /f ~pr -.- ( ~ALE 1"=20' ~ ffi / (1] @ ® @ ® @ @ @ SAWCUT AND REMOVE EXISTING P.C.C. ROADWAY AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY TO MATCH EXISTING. SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. CONSTRUCT 18-INCH RCP STORM DRAIN 2000-D. CONNECT TO CATCH BASIN PER CNB STD-303-L. CONSTRUCT 24" R.C.P. STORM DRAIN, 2000-0. PROTIECT IN PLACE REMOVE INTERFERING PORTIONS OF 8" ACP WATER MAIN AND REINSTALL WAT\ER MAIN PER DETAIL "A" ON SHEET 7. REMOVE EXISTING AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY. CONSTRUCT CATCH BASIN PER CNB STD-305-L, L=4' 6+00 EXISTING PAVEMENT I I J_ 8" PVC PROFILE SCALE VERT. 1"=2' HORIZ. 1 "=20' 6+50 7+00 I 15' I I 0:: u I I Di u I cri ci vi -- 7+50 ------ -711 Ill Ill ---l)J 8+00 I I I 2.00 1.00 0.00 I ,., 6't I c--l __ _L __ "' + 1g <D "' + "' "' <O ,-.: "' + ..... _,-EXISTING SEA WALL L __ _ "' -------- - ----+-J ,---_,t--, l""' 64 'I /_ EXISTING C.B. /EXISTING 21" ACP _ _,-EXIST. TIDE GATE _L _s.D. -_-j---~--ci_J,[ ~ = ---7-; ----J --..,-+----1 Iii >->-z (/) - "' _J cr, ......_ . u "' ..,. + "' I I I I I I CORONADO STREET 3" A.C. MINIMUM TYP 5• - • . :r1'-\'r: 1--,:\ /, • --450-C-200D CONCRETE - SEE NOTE A L,J lb '---7"',;::::==--===--===~ ;:::~-::0:,--1 en ::d:! >-WO ~ ~z 851----I :::, §/ t:J '==:;r==-~~~~L,J(/)9 • _,./ - BOTTOM OF S.D. TRENCH 86 A/ \\ ,-......// * *EXISTING 8" PVC SEWER MAIN -L_\W 'W EXISTING BEDDING @ @ @ @ @) CONSTRUCT STORM DRAIN JUNCTION STRUCTURE PER CNB STD-310-L. CONSTRUCT 12-INCH PVC SOR-35 STORM DRAIN. DETAIL-B STORM DRAIN ENCASEMENT DETAIL DETAIL-C SEWER MAIN ENCASEMENT DETAIL & INSTALL 1-INCH THICK LAYER OF 30 LB FELT BETWEEN SEWER AND STORM DRAIN. * * PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT ELEVATION OF THE SEWER MAIN AND AT THE DIRECTION OF THE ENGINEER ADJUST THE CONSTRUCTION OF THE STORM DRAIN, IF FAVORABLE CONDITIONS EXIST. NOT TO SCALE m_ NOTES: A. STORM DRAIN PIPE SHALL BE ENCASED FOR PIPE COVER LESS THAN 1'-3". B. PIPE ENCASEMENT SHALL BE CLASS 450-C-2000 CONCRETE. C. PLACE 8-INCH THICK CLASS 560-C-3250. DOWEL INTO EXISTING ROADWAY PER CNB ST0-108-L NOT TO SCALE w TRENCH \\IDTH '-. ~O.D. '----UNDISTURBED SOIL NOTES: 2" AHRM OvrR!.A Y ON J" MINIMUM A.C. EXISTING A.C. DR P.C.C. PA"v£MENT ~ CRUSHED AGGREGATE BASE BEDDING TRENCH SHEETING OR SHORING IF USED 6" MIN. 1. TRENCH \\IDTH BE O.D. + 12" MINIMUM, OR 0.0. + 20" MAXIMUM, INO.UOING THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFlLL SHALL BE PER STANDARD SPECIFlCATIONS SECTION 306.1.3, EXCEPT THAT RELATI"v£ COMPACTION SHALL BE 9D:t MINIMUM. 3. WHEN THE MAXIMUM TRENCH \\IDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE OTY ENGINEER FOR APPROVAL DRA\\INGS 111TH SUBSTANTIATING ENGINEERING CALCULATIDINS FOR THOSE MODIFlCATIONS OF PIPE STRENGTH AND/OR BEDDING 'MllCH \\1LL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CDINTRACT. 4. BEDDING SHALL BE PER STANDARD SPEOFICA TIONS SECTION 306-1.2.1 EXCEPT THAT: (A) CLASS 100-E-10D SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION ANO EXPENSE. 5. TRENCH RESURFAONG IN CORONADO ST. SHALL BE PORTLAND CEMENT CONCRETE PA"v£MENT PER STANDARD SPEOFlCATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 6. IF MAIN LINE TRENCHES RESULT IN PA"v£MENT 1110TH OF 5' OR LESS, PA"v£MENT SHALL BE REMO"v£0 TO EDGE OF GUffiR. 7. TRENCH RESURFACING IN ASPHALT CONCRETE PA"v£MENT SHALL BE PER STANDARD SPEOFlCATIONS SECTION 306-1.5, EXCEPT THAT (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICKNESS. (B) APPLY TACK COAT AND FEATHER NEW PAv£MENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PA"v£MENT DEPRESSIONS \\1THIN ONE FOOT OF THE CONTACT JOINT. DETAIL A-TRENCH RESURFACING (STORM DRAIN) I NOT TO SCALE I I I I I I I I I \ \ I \ \ • 1- (f) "' LL "' cr, :ii + "' n I R=30' I I .-------·· S -·- BALBOA BLVD. -1351- SAWCUT AND REMOVE ASPHALT PAVEMENT AND CONSTRUCT 4-INCH THICK ASPHALT ON 4-INCH THICK AGGREGATIE BASE. JOIN R=20' 6..,, 6.10 tc 1 124• CONC. GUTTER SAWCUT AND REMOVE ASPHALT PAVEMENT AND CONSTRUCT P.C.C. GUTTER PER APPLICABLE PORTIONS OF CNB STD-182-L. DOWEL INTO EXISTING CURB PER CNB STD-108-L. ~24" CONC. GUTTER ~ I " SCALE 1 "= 1 O' I I ~FESS/o ~5 G. I '!J . ,t, 0 .... I>; GUTTER CONSTRUCTION AT !IF" STREET o. 43 D . 03-31 REF: /28/01 SL 2 ADD 2 CATCH BASINS RS APPROVED £-f.&;, 1----+---l'====-----------+---I ~L ENGINE~R R.C.E. NO. 43003 DATE -0 C!Vl\, OF CA\.. C-3322 CORONADO STREET STORM DRAIN DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEt'iPORT BEACH R-5741-S l--.l....._...1.... ____________ .L....._-i-::;CHcoEccCK:;;cE""D--=-t::D-:cATE;;c---=c~""-1 REVISIONS RS 03 MAR 2001 FUSUC l.'.'0:t(S DEPARlt(SJT SHEET 8 OF 13 ' I ' ' i I I I ' I I' ·. 0 :1 '~ 0 :.: ' . I -; I •• I I ~ 0 " 0 m " 0 ' z C < • m " 0 ' • > " -u ,: z <;; I D C/' r -D "€} n < D ~ u 3 u ~ a ~ a Cl C z ~-t ~ 5 ~ z .m n > C 2l D z j, GENERAL NOTES FOR WATER MAIN 1. WATER MAIN CONSTRUCTION SHALL BE PERFORMED BY A GENERAL CONTRACTOR. 2. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT THE HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 3. THE CONTRACTOR (S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED ABOVE FROM CAL-OSHA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN AND LATERALS IN SERVICE DURING INSTALLATION OF THE WATER MAIN REPLACEMENT. 5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AND THE ENGINEER 48 HOURS IN ADVANCE BEFORE SHUTTING OFF ANY FIRE HYDRANTS. 6. THE CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES OCCUR. 7. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE V,,TH CITY OF NEWPORT BEACH STD-510-L 8. WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL52 MIN.) UNLESS OTHERV,,SE SHO\\N. WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHELENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATIONS. 9. FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 318 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N-RUBBER. 10. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 11. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY V,,TH AN APPROVED ANTI-SEIZE COMPOUND. 12. BOLTED ANO THREADED FASTENERS SHALL SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION ESTABLISHED BY ASTM ANO ANSI SPECIFICATIONS. FASTENERS SHALL BE ACCOMPANIED BY WRITTEN SPECIFICATION FROM THE MANUFACTURER. 13. MECHANICAL JOINTS SHALL BE INSTALLED V,,TH RETAINER GLANDS. 14. THE CONTRACTOR SHALL INSTALL, ALONG THE PVC MAIN, A 10 GAUGE INSULATED TRACING 111RE PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVE LOREN LOVE, TEL. NO. (949) 710-3410. • • /~\'. • ~ (AT PAVEMENT SURFACE) REPLACE 111TH 6-INCH THICK1/ A.C. ON 6' C.A.B. COMPACTION 90% MIN. - N01ES: -:,:: u z ail :,:: TRENCH 111DTH OR SHORING IF USED V TRENCH SHEETING 6" MIN. ' ~O.D. '---------UNDISTURBED SOIL 1. TRENCH V,,DTH SHALL BE 36" MIINIMUM, INCLUDING THICKNESS OF SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. \\!iEN THE MAXIMUM TRENCH \l,lQTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE CITY ENGINEER FOR APPROVAL DRA\\1NGS V,,TH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH 111LL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONffiACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND EXPENSE. (8) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. \\!iEREUPON THE REMAINDER OF BEDDING (ABOVE-SPRINGLINE MAYBE COMPACTED CONCURRENTLY \l,lTH THE BACFILL 5. TRENCH RESURFACING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT. (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICKNESS. (B) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS V,,THIN ONE FOOT OF THE CONTACT JOINT. 6. IN BALBOA BOULEVARD, THE PAVEMENT REPLACEMENT SHALL BE 2" ARHM ON 3" A.C. MINIMUM ON 10-INCH C.A.8. FINISHED SU ,FACE ABOVIE WAT R LINE -----.._____ 7.00 ----------------------------------~----------------------------------------~-----· ----------------1--------,----------------,_ _______ _ 6.00 l-----+----+----+-----l--~------'-----+----+-----l------+------l-------+-------l-----l--------1------1 6.00 5.00 t--------t----+----+-----t-----+----+----f-------+----+-----1------+----+----+----f-------+-----I 5.00 4. 00 -~,, · ,r·=) _,,o"'-"""v------V-4~ \ 0 > 3.00 f-----+--~.:j.,::-.:;::~/~"""""""'"""""""'~-~-~!=---!---1---+--4=-~--1---==~\=f===~~~~==i 2•00 1-~~i~'J:i<:)'¢-N~~Ff ........ ~~,;~7;;;;:;;;;;;;;:;;;;F::::::::~::::::::::::f===~===i===i====i===±===~===::::Fl F~~~~====r==~~ , ' , , ~•--•-- & I 'l,· + "' "--~~ I /,l -;-~O ,. S=-0.10% ~"'-/ S=0.32% '- RES [RAINED JOINTS 125 EET PROFILE SCALE VERT. HORIZ. 1"=2' 1"=20' INSTALL 16-IN ~H C-905 PVC W, TR MAIN ,./\_ , . . / 'l,~ / ___...,..,.-i; 3.00 2.00 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 41 CONSTRUCTION NOTES ® REMOVIE ALLEY APPROACH AND CONSTRUCT ALLEY APPROACH PER CNB STD-143-L AND ALLEY APPROACH DETAIL ON SHEET 3 INSTALL 16-INCH FLANGE X FLANGE BUTTERFLY VALVIE. INSTALL 16" X 16" FLANGE X FLANGE. DUCTILE IRON TEE CONNECTION WITIH TIHRUST BLOCK PER CNB STD-510-L. INSTALL 16-INCH PVC C-905 WATER MAIN WITIH TRENCH RESURFACING PER DETAIL HEREON. PLUG END OF WATER MAIN V,,TH CLASS A CONCRETE. INSTALL 6-INCH FLANGE X MECHANICAL JOINT R.W. GATE VALVE. INSTALL FIRE HYDRANT PER CNB STD-500-L. INSTALL 16-INCH PVC X CIP FLEX TRANSITION COUPLING. INSTALL 16-INCH TO 6-INCH FLANGE X FLANGE DUCTILE IRON REDUCER. INSTALL 6-INCH PVC C-900 (CLASS 150} WATER MAIN. INSTALL 6-INCH C-900 PVC X ACP FLEX TRANSITION COUPLING . INSTALL 16-INCH FLANGE X MECHANICAL JOINT ADAPTOR. INSTALL 6-INCH MECHANICAL JOINT 90 DEGREE BEND. REMOVIE FIRE HYDRANT. --------------- 0 .,.... 1-w w :c en s2 ..-----I 5' r.::i'51 ~ r28' "' '54'/ -~ @lg . I '!2 \ / -, en --1 ~ \::'..', ~ ~ "'::!Y -, ~ '-TRENCH RESURFACING LIMITS , w ' ~O I ' / \_ _ -----~~-~-_ 41 -~ ~ ____ -~=---=----_---~-~-=--42 -----=---=-----=---=--__,_-----=--=~--___ 43 ____ ~ z --~.-~---.. ' -s-I -· I ··e··'-.J .I. '-L '-s-' --' --' ·----1:::J ;,: \ / --------------------------\ , ,_/ 1B"VCPSEWER '-✓ :C ~ 6" A CP ___________... I.(> <( 2 '---8" CONCRETE ~--~~ --_1_ -7= ,-~-E~ __ ~---~--=-----~-----=----=-----~-----=----=-------E----=----=-----~----~ .::_ 0 LO + I"") ~ ' SCALE 1 "=20' 7. FOR OTHER STREETS, THE PAVEMENT SHALL BE THE EXISTING PAVEMENT THICKNESS PLUS 1-INCH AND EXISTING BASE THICKNESS PLUS 1-INCH. ! II I II I I BALBOA BOULEVARD 8. IF WATER LINE TRENCHES RESULT IN PAVEMENT 1110TH OF 5 FEET OR LESS, PAVEMENT SHALL BE REMOVED TO NEXT JOINT OR EDGE OF GUTTER. I II II I I II II I TRENCH RESURFACING DETAIL (WATER) NOT TO SCALE REF: Ii\ AS BOIL-1 APPROVED DATE UTILITIES ENGINEER R.C.E. NO. 46214 C-3322 BALBOA BOULEVARD WATER LINE mo~1 t1EDINA \'JAY TO ADAf.1S STREET n--DA_TE__L__BY--'-____ o_Es_c_R1P_T1_0N _____ L_AP_P_'D.~DE=s1=GN=rn _ _,s=jL ~DR=AWN~M=G~RA=c1"-'JA1 CITY OF NE\fJPORT BEACH REVISIONS • CHECKED RS DA1f 8 ocT 2000 PUBLIC \':ORl(S DEPARll1ENT R-5741-S SHEET 9 OF 13 < m m " □ " " • " , " m ~ 0 " , 0 m ~ " m 0 ' z C ~ < m ' m " " □ -' w i • " I I ~ " m 0 " , □ " " m e < " 2 ~ z fTI 0 ,. C: ~ n z ~ ,, ,: z I 0 r 0 0 0 n ,, 0 ~ a z ll < z .m 0 ,. C ~ 0 n ~ ,, ,: z :,: 0 r 0 n 0 n ~ 0 ! □ -~ f ~ ""' ;s;-;;:; c.-, ..... ~ ~ l:5 <) ~ -i ll !: (" C: -<: -I 0 FINISHE[ SURFACE ABOVE WATER LINE~ 7.00 1---_-_--_-_-_+_-_--_-_-_-+-_-_-_-_-_-_-+------l-----+-------+"-c~----+-----f-----+------+-----+--------+-----+-----+-------"=----+------1-----+-----f-----+------+-----------+------l 6.OOt-------j----:-:::----t-:--:-.c--~:--::: .. ;ccf-·--~"''\:,-7 /-c:c-.:.':_;~f~~=-~--c:---~-=---~-=,,,-,t~~-_c·~c_--::_c •• "=__c•.,,:c.,.'-:"--7-::-.-;;:;;:c,.,,.-,.-.c·c..'-,--=,-'-'"~-::"" .. _-::""~t---:-::::-~--~•-c:..:_~--.. i·~:--_,,......;;_:_.,,,,,--:-:-.rp_'"".f'~_,.,.._,..._=_·~_,-"c,;::;;:-t-:-::~::;;:ccc-•=·----c;;t---:-::::-=-=-c:::-. ..,-;;;:-~---_-----t----_----=-=f===4~====t~~~---j--~---t-~--~-=t===-==i=-=c==-==-t-==-=-====:-=::-=-===J:,_=:=:==-:==::::-j / •• ' '\,,.' ' , V ''-<. ,., 'I'---· ,.. ,.,_/ ,. __ , \,~-""'--.., 5.0ol---=-"-·'·_'"_-,+· -----+-----+------jl----R-ES_TR_A+N_ED_J_OIN_TS_1_25-F--IE-T----+-------+-----+-----RE-STF-+-IN_ED_J_OI_NTS-1-25-+-EE_T ___ --1,'"_·-_-_· _·,-:_-:::-_,.__~ .. i..,~~---+------jl------+------1-----+-------+-----+------+-----------+------l 5.00 4 00 .,,-~ PAC 131':J..L ' .-, o-------+---..:.:=::"'+'=-"==--'=--'!='-----1-----,, \ • 1 • , _ . /, , v, . 1',--~ 4.00 3.qp F~~~,..~· ~~=t~==p·~-=~=:=~==1~=· ~F~ffvlf~\ F~+==--~---i===+==+=-........... + ........... """""""'~~' =+--~--+-=+-iiiiiiiiiiiiiii-----t==~=~~;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;::;;,;:;;;;;;:¾;;:::::::::::! 3.00 2. 00 , • , , , _ , _ : ....... _ _ . -· _ _ _ ~ __ .. _ _ 2. 00 ····<>~17 S 0.33% ;;, INSTALL 16-INCH PVC C-905 W, TER MAIN 43+50 44+00 44+50 45+00 45+50 ISLAND AVENUE S 0.10% \ ffi . -· _,, "~"--.... ~~~ PROFILE SCALE VERT. HORIZ. 46+00 1 "=2' 1 "=20' 46+50 S 0.07% S=-0.20% 47+00 47+50 48+00 48+50 I 49+00 =0+00 0+50 ;1 ,t-h 0 s"f CONG. W/ 6" PVC LINER en I '-' ~ _, I ,_ tJ :J: (/) ~ --1 ~ ~ + ~ v_, ,;t,CilC)Q) ~u'<t"u +9~0 II I II : II 2: ')-. II I R~5• o ~ a5 II II BALBOA BOULEVARD 1 11 a/~ II,, kf8ff;Jti_~iss ISLAND AVENUE CONSTRUCTION NOTES 11 ~ 11 @ INSTALL 16-INCH FLANGE X FLANGE BUTTERFLY VALVE. -201- :J: ~ ---:( ~ 0 l.l") + 0 l I i I I ~ z rn ~ . 0 ~ :a " < • z !" n E' 2l Jl ►~- ~ a ® INSTALL 16-INCH PVC C-905 WATER MAIN. WITH TRENCH RESURFACING PER DETAIL ON SHEET 9. @ INSTALL 12-INCH FLANGE X FLANGE BUTTERFLY VALVE. @ INSTALL 16-INCH X 12-INCH FLANGE X FLANGE DUCTILE IRON CROSS. @ PULL JOINTS TO MATCH WATER MAIN ALIGNMENT. ~~FESS[o,vA, REF: C-3322 , ~ ~ ,,,~i~ J.f[~~~ ,,..ID-Jlt-l•'"'""M_G_&_A_S_E,_UI-L.,-------,,-..,,,,...,PR .... OVE,,..D ______ B_A_L_B_O_A __ B_O_U_L_E_V_A_R_D-:1 i I i SCALE 1 "=20' @ INSTALL 12-INCH PVC TO PVC FLEX TRANSITION COUPLING. @ INSTALL 16-FLANGE X MECHANICAL JOINT ADAPTOR. @ INSTALL 12-INCH PVC C-900 (CLASS 150) WATER MAIN WITH TRENCH RESURFACING PER DETAIL ON SHEET 9. ~ ;;i .~:;214 t)i\\ uR~i~.E~o~NJ~~~~R WATER LINE Exp. 12-31-98 A DATE STA 43+50 TO 0+50 u>/Jt~~I~!~~ __ D_A_TE~s_Y~ ____ DE_sCR_1_Pn_oN ____ ~_AP_P'D_.a,.D~ES~IG~NE_D_s_L+-D-RA_WN_M_G_RA_c1-11A CITY OF NEt~JP0RT BEACH R-5741-S REvlSI0NS CHECKED DA TE RS 20 OCT 2000 PUBLIC \':ORl(S DEPARR.lENT SHEET 10 OF 13 FINISHED SURFACE ABOVE ' ATER UNE , "" 6.00 -----------------~-----------------------------------------------------------------+--------6.00 5. 00 l-------+----+------t------t-------11------------t-------t----------+-----+--------t-----+----1 5. 00 -------1-PROPOSED 24" RCP STORM DRAIN 4.00 l-------+-----+----+-----+--------ll-------+-----+----+----+----1--------4----+-----+----+----+-------+----+----+-----------l 4.00 3,00 \J I V 3,00 ~-2.00 2.00 1.00 "~ JY~~,,, 1.00 M,,_ ' S 0.32% S 0,47% " ·vi, _,-..\/ "' INSTALL 6-INCH PVC C-9I 5 WATER MAIN I ~~I PROFILE SCALE ~ ~ B =' Il :D VERT. 1 "=2' ~ l;l ;ii );: ~ ~ ~ HORIZ. 1 "=20' i ~ ~ 11> ·~------------------------_,. ____ ._ ___ ..._ ___ _._ ___ ....._ _____ _,. ___ ~1--------..!...---....l..-----i.-----------.i......---........ ---_...----....... -----------._----'--------------~~~-~ 1.- c,,J] I 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ~ ~ lei 0+50 CD (..) -202--204-(!) -206-Lu CD 00 "' + - CORONADO STREET 40' CD '-' "" Lu (Il N <D + - 3 @/ w w Cf) SCALE 1 "=20' ---~'-. -l:o i - - I - - I ~---1 - - -----1~ .....J :::c I I I TEL -------a=-- -205--207- CONSTRUCTION NOTES --- _if -- -209- -~ . _LQJ E ;_:,:1---- (Il (..) (!) Lu (Il "' -213AB- "' ,.._ ,.._ + + -215AB--217- -- BALBOA BOULEVARD ® INSTALL 16-INCH PVC C-905 WATER MAIN WITH TRENCH RESURFACING PER DETAIL ON SHEET 9. I Of-00 z <O "'_J +-...... "' (..) -T--- m rn--7 ~-~ -"-, --- (..) u "" o I 0 w z -- (Il Lu 00 N I "' o I + + N ,,-, -219-I i I I I -301- SIGN --l s· 1, . 14• • I . 14• • I 6' l- ~YESSJ~~ ,._ -------- -""' ,-{\ --_Ea; I~ I -311-I TELEPHONE CONDUIT TO BE RELOCATED BY OTHERS 0 -- (Il (..) (!) Lu (Il 0 "' + .... (Il (..) 0 z Lu .... "' :;j: ~ <( 2 0 ---o + LO .... <., I ~l D----t----1------+-----ll BALB QA BOU LEV ARD fgi' o·~ IV_ UTILITIES ENGINEER WATER MAIN INSTALLATION I . 46214 R.C.E. NO. 46214 \ Exp. 12-31-9B DATE STA 0+50 TO 5+00 ~~:~~~~ ~D=ATE=~=B=Y=~=======DE=SC=RIP=TI=ON=========~A=P=P·o=-~D=ES:IG~NE:0 ::s:L~DR~A:~:M:G:RA:Cl:A~C-I_TY_O_F__;N~E~~~~~O~R..:...T~B~E~A-C~H~~R~--5~7~4~1~--s~ RE\1SIONS CHECKED DA TE RS 09 OCT 2000 PUBLIC \':ORt(S DEPARTI!JENT SHEET 11 OF 13 ~ Il 'z • !17 c..,.,.. \; ~ cl D ~ ~- 6.00 5.00 FINISHED. SURFACE ABOVE WAITR LINE ~ ' ------------------~----------------------------------1--------. -------.--------~--------6.00 5.00 4.00 1 3.00 2.00 4.oo . . . r. ~~~~1------------+-------------t---_--,----. --------t---.-----,;---;:----r---~1------:--_ -::-.,.-rj:::----1--Jt◊]l: .-~; 1.QQ ~ •• Sc-o,o, ,,,,>' ; ··-· : _ _: ___ 1, '": _"'. _ _ T-__ __ I _____ ,,'( ~• __ -~··; 1.QQ I I I 1 ----__ 1___ --------~----------T-------+---1-----_j i ---------r I ! RESTRAINED JOINT 125 FEET , I L I ·-~-------------------+--------,-----J,' ----,----------! I I ~ I ,,-; I _ __ _ ___ r __ _ f 1'. --->-- , I m . --• ----- I . _j I INSTALL 16 INq-i PVC C 905 WATER MAIN . -.l . J : 1 --. --··-t 1 ----------,-------· ---- I --·-·'· -------------- r-----. --------------. - - --- - ··i --- - - .i ------ - - ------ - ----------------+ ---+-, -----r------1-----r----------,-·--------, --- 5+00 w w en w z -L (_) I-<( 2 ' . , -~ _t -r-~ ------_1 -. ·-. i I 5+50 6+00 -320 -324- 14' -328-36 ;,c I 39 ,- I ---------·----1--------1----, ------· -----_, - 1 I -----+------+---+-----t-----t---i---7 i -----) __ ------j --- PROFILE SCALE ,----VERT. 1"=2' -----l--I I I 6+50 -330- G 45 PROTECT IN PLACE/ HORIZ. 1 "=20' J i J I i 7+00 7+50 8+00 8+50 9+00 9+50 10+00 Jo "--~- / .·• I;; ~/ Si~ .... / I !#l jt I,·"' I I I i !:i , • / / / -••-' -<e•-"""· ,,.rn., "· ' / I ""Ir ,· "' r; i® L /@ 7 .' __ j -----··:...1 (J • 0, I <O "' 0 _ ~ ---" 01 _ _ __ s _ _ _ _ 14• c:~'.'< _ _ _ .,fy/(_ 58 ~ _ 0 L~ ,- _j ~ rw0~(60":'. -19 58 61 ~ -:--::r ~ , , '.@ 14•~ I I g L ~_7; '-.J (201 ~ W- ~ _.-i,~ /''>..-"'= 'FUTURE 16" PVC 5819 @_/ '~ --~1-------JIL__--+--frlA-LI_ 1-- •• -ITL -- 8" ACP_-1 --T -------.;,---- E lQl -------- -313--315- -317- CONSTRUCTION NOTES INSTALL 16-INCH BLIND FLANGE AND THRUST BLOCK PER CNS STD-510-L REMOVE INITRFERING PORTIONS OF EXISTING WATER MAIN. INSTALL 16-INCH FLANGE X FLANGE BUTITRFLY VALVE. INSTALL 16' X 16' X 16' FLANGE X FLANGE DUCTILE IRON TEE l'i1TH THRUST BLOCK PER CNB SID-510-L. INSTALL 16-INCH X 8-INCH FLANGE X FLANGE CROSS. INSTALL 8-INCH FLANGE X MECHANICAL JOINT R.W. GATE VALVE. INSTALL 8" FLANGE X MECHANICAL JOINT ADAPTER. INSTALL 14• X 8" DIP MECHANICAL JOINT X MECHANICAL JOINT REDUCER. INSTALL 16-INCH PVC C-905 WA ITR MAIN WITH TRENCH RESURFACING PER DETAIL ON SHEET 9. PLUG END OF WA ITR MAIN l'i1TH CLASS A CONCREIT (-,-------7-l9J -- 1 -403- @ @ @ ® @ @ ® ® @ @ ® -407 - INSTALL 16" X 8" MECHANICAL JOINT X FLANGE DUCTILE IRON ITE CONNECTION l'i1TH THRUST BLOCK PER CNB SID-510-L. INSTALL 16" X 6" MECHANICAL JOINT X FLANGE DUCTILE IRON ITE CONNECTION l'i1TH THRUST BLOCK PER CNB SID-510-·L. INSTALL 6-INCH FLANGE X MECHANICAL JOINT R.W. GAIT VALVE. INSTALL 6-INCH PVC C-900 (CLASS 150) WATER MAIN. INSTALL 6-INCH C-900 PVC X ACP FLEX TRANSITION COUPLING. INSTALL 16-INCH FLANGE X MECHANICAL JOINT ADAPTOR INSTALL 8" PVC X CIP OR ACP OR PVC FLEX TRANSITION COUPLING. INSTALL 8-INCH PVC C900 WAITR MAIN INSTALL 11 1/4 DEGREE MECHANICAL JOINT DUCTILE IRON ELBOW. INSTALL 8-INCH MECHANICAL JOINT X FLANGE DUCTILE IRON TEE CONNECTION l'i1TH THRUST BLOCK PER CNB SID-510-L. INSTALL 8" X 14" DIP INCREASER. ----- SCALE 1 "=20' -~~ I I i .,, i ''" i ,,, i "' i /Iii i -~, -1 5' I . 20· • I 5• I- I 30' , . I REF: APPROVED t ~-t---t-----------,--. AJA, ·~ ( V,'!J!!]Jf!, ENGINEER l!.'.;7'-· NO. 46214 1--+---+-------------,-,DATE 11 ~ \S ~ 00 C-3322 BALBOA BOULEVARD WATER MAIN INSTALLATION STA. 5+00 TO STA 9+ 75 DATE BY DESCRIPTION APP'D. DESIGNED SL D~AWN MGRACIA CITY OF NEI/JPORT BEACH R-5741-S J-_L..:.._L_ ___ R=E~v1s=1o~Ns=---------L--tc;-;;HE:;;;cK~E;;--o --=toilliA;iiTE:---'=a PUBLIC l','ORl(S DEPARTMENT SHEET 12 OF 13 RS 15 NOV 2000 I 1. I ii \ l .. I . , I I I I I' I i ----- -132- -- l ~· 28' ;, 1 1· • I 1~ • I I I I I I -200--204--206--216-I -218- ~ : I -302- -202--212-t -214-I -300- -" ~ 72 ® 71 I I I ~- I @Z -----78 I __ \ __ _L __ _I _ -_J L __ -I- ,-----------, -------- ' "" I "' r 7 -~ ~ I 0 0 . ' I ~®@ -H I '----ABANDON EXISTING ST. ~I ,.,. / LIGHT CROSSING -127- 1--:::c (.!) -a::: 75 80 ~ 01-- _I V 7 # -::i I I -310- I I ( " 0 0 + 0 ' en ' ,y <( z >--0 <( w $ ~ -320 ID -------- <( LaJ LaJ Cf) LaJ z I J - ---·~ 0 ---r-~ I -201- I l -324- 77 -- 77 I ~= --=,-- I -205- I I I . -328- ~--,1 ~ 74 6 I I 1 I I I -- ~ ~-· ---~ ==--;r; u, + - 14' I ---- 72 -207- -209- 0 ---+ . ~--- --G--- I I '---..-ABANDON EXISTING ST, LIGHT CROSSING 70r-;:;,, ® ::J 1-------'-------'--:::c - S - I ----~---r-;-7~'---L_ ___ ---L __ _ ti ~ <C 2 0 0 + LC) 77 -313--315- 0 SERVICE CABINET SEE DETAIL BELOW -.317- I 72 -403- I - - 0 -211AB- 2 ' - ! .+1 "' T,,,.,_1 ---- 0 -407- I 3 4 ' - I - I I - I ,-' I I I ---'-I.I I I l - ~ .+, 0 " o' , ~ "' 7 0 I~ ~2 T i 0 I <( w I -215AB--217--219-I z w I -301-I I 0 I 0::: I 0::: I- U) 0 (.) 80 NOTES: 1. EXISTING CONDUIT LOCATIONS ARE APPROXIMATE. 2. SEE SHEETS 5 AND 6 FOR EXISTING SEWER AND WATER LINES. NOTE: NEW CONDUIT IS NOT SHOWN BELOW, BUT IT IS TO BE INSTALLED BEHIND FOUNDATIONS WITH SWEEPS ' TO ADJACENT PULL BOXES I I I I I ST. LIGHT DETAIL 3 NOT TO SCALE I / -- I -406-I I _J_ -----L~---4-0·8✓~-® _j_ ---410- ---- I 71 / _L -412 -414-- \ I " / ---415--418- ---0 - I -409--411- --- 8 I I 0 -- -413- -----------. ----------- 72 77 -415- 0 -------- +1 ,.,. -419- 9 L -421-I I -423- INSTALL TION NOTE ABOVE I 1 -304 -306- _l - - ...... -·o ., " ~ I L - - 0 77 -311- I I r- -L_....,z°====I I -- (I) I I-~ La.J -501- CONSTRUCTION NOTES ::-Js·1. @ INTERCEPT EXISTING CONDUIT AND CONDUCTORS, SWEEP INTO PULL BOX. INSTALL ~1 ~ I 20' --15' 1-- 30' @ REMOVE ABANDONED SERIES CONDUIT /CONDUCTOR. ® REMOVE ABANDONED SERIES PULL BOX. @ PROTECT EXIST. STREET LIGHT IN PLACE. INSTALL NEW ADJACENT PULLBOX {EISEL #3 1/2F) AS PER CITY STANDARDS.: STD-204-L, 205-L. SLEEVE 3/4" 'CARFLEX' NON-METALLIC SMOOTH-WALL, FLEXIBLE CONDUIT THROUGH EXISTING CONDUIT FOR POLE CONDUCTORS. PLUG 'MTH GROUT ANY UNUSED CONDUITS IN POLE BASE. INSTALL FUSE HOLDER IN PULL BOX PER SID-205-L. INSTALL NEW CONDUCTORS TO EXIST. LUMINAIRE: (2) #10 STRANDED COPPER THWN, INSULATION COLORS TO MATCH CIRCUIT COLORS, (1) #12 S0LJD COPPER GROUND. @ FURNISH AND INSTALL 1-1 /4" PVC CONDUIT 'MTH (2) #8 STRANDED COPPER THWN, PHASES INSULATION-COLOR DIFFERt:NTIATED, (1) #8 SOLID BARI:'. COPPER GROUND. ~ 79 • ''T CONDUIT & CONDUCTORS PER SCE SPECS. COORDINATE WITH SCE PLANNER. POWER POLE~ (111TH EXIST. POLE-MOUNT SERVICE) ST. LIGHT DETAIL 2 NOT TO SCALE GROUND BUSHING ON EXISTING RIGID CONDUIT, BOND WITH GROUND. SPLICE CONDUCTORS AS PER GENERAL NOTE 6. REMOVE AND REPLACE RIGID STEEL CONDUIT. REMOVE PULL BOX. INSTALL MYERS STAINLESS STEEL SERVICE CABINET #MEUG20X-M100 AND BASE PER CNB STD-206-L, EDISON CONDUIT AND CONDUCTORS PER SCE SPECIFICATIONS. INSTALL 2" PVC CONDUIT BETWEEN SERVICE CABINET AND FIRST PULL BOX. FURNISH 1 00A MAIN ( 4) 30A 2-POLE, (2) 20A, 1-POLE BREAKERS. REMOVE EXISTING POLE MOUNT METER, PLUG CONDUIT AT GRADE. FURNISH AND INSTALL 1-1/4" PVC CONDUIT WITH (2) #8 STRANDED COPPER THWN, (2) #10 STRANDED COPPER THWN, PHASES INSULATION-COLOR DIFFERENTIATED, {1} REF: APPROVED DATE UTILITIES ENGINEER R.C.E. NO. 46214 -- I -310- -- •O $ 0 ....J LaJ ID t:: LaJ ....J LaJ z ::J :::c ~ <C 2 0 0 + LC) ----- "WATER / VALVE 72 BOX"/ ..._ __ .,,,. STREET LIGHT DETAIL 1 NOT TO SCALE SCALE 1 "=20' C-3322 BALBOA BOULEVARD STREET LIGHT CONDUIT @ FURNISH AND INSTALL 1-1/4" PVC CONDUIT 'MTH (4) #8 STRANDED COPPER THWN, PHASES INDIVIDUALLY INSULATION COLOR-DIFFERENTIATED (DO l'lOT REPEAT COLORS}, (1) #8 SOLID, BARE COPPER GROUND. @ FURNISH AND INSTALL EISEL #3 1/2F PULL BOX. #10 STRANDED COPPER NEUTRAL, (1) #10 COPPER GROUND, (1) #8 S0LJD, BARE COPPER GROUND. PULL CONDUCTORS {NOTE 80 ABOVE} THROUGH EXISTING CONDUIT (REMOVE EXISTING}. SPLICE #B'S, TAPE AND TERM I NA TE #1D'S. u--DA_TE~B_Y~ ____ DE_sc_R1_PTI_oN ____ ~A_P_P'D_. frcD=ES=IG=NE,....D ~s=L1-c-DR=A,....WN~M=G=RA=c1A"'l1 CITY OF NElfJPORT BEACH R-57 41-S REVISIONS CHECKED MS DA-Wg OCT 2D00 PUBLIC \':ORt(S D~ARTI.1ENT SHEET 13 OF 1,3 , D 0 I m 0 0 [ D D 0 " m 0 0 D ~ ro 0 < z 0 ' C 0 < z ro V s m . D -+ , 0 ; " 'n " . p ~ D z -0 I" :0-0 l> ~ C: ~ 0 D z ;; I i .,, ,: z ~ ~ 0 r -0 ~ n 0 m -0 0 ~ D D -" 0 " m 0 n n ~ ~ C .. z 15 C z ..s: :§ < • w m -= . n 0 " ~ " <: p ·-D z !" ,,: 0 ,. l> i: C: 2l :: D • z ;; ,. I •. I