The URL can be used to link to this page

Home My WebLink AboutR_7004_S-0- @ ® @ COl l!l lliJ rn;] 0 @ ('- " p ~ e IClil lllll 0 <D ID CITY OF COSTA MESA SYMBOL PO~ POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX //Lt///Lj BUILDING - ---EXISTING CONSTRUC TION - ---PROPERTY LINE ----NEW CONSTRUCTION ---~---CENTERLINE ----S----SEWER LINE ----W-----WATER LINE -~---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP --SPRINKLER SYSTEM x--x-FENCE BLOCKWALL VICINITY MAP NOT TO SCALE I ABBREVIATIONS (IN ADDITIQN TO GREENBOOK SECTION 1-3.2) AB AC CATV i~B CLR C&G (~) FL FM G! IE MU MIN NG ' NTS p i;_ PROP PV,V 5 1 sco S~H SHT SCE T TC TG w! W/ AGGREGATE BASE ASPHALT CONCRETE CABLE TV CENTERLINE CITY OF NEWPORT BEACH CLEAR CURB AND GUTTER EXISTING FLOW LINE FORCE MAIN GAS INVERT ELEVATION MECHANICAL JOINT MINIMUM NATURAL GROUND NOT TD SCALE PROPERTY LINE PROPOSED PUBLIC WORKS DIRECTOR SEWER SEWER CLEANOU T SEWER MANHOLE SHEET SOUTHERN CALIFORNIA EDISON TELEPHONE TOP OF CURB ELEV TOP OF GRATE WEST/WATER WITH RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions IAlhich may have been incorporated into these plans as a result. PUBLIC WORKS DEPARTMENT MISSION BAY DRIVE DRAINAGE PLAN CONTRACT NO . 7889-1 DATE : IC WORKS DI RECTOR APPROX. LIMITS OF ~ ED WORK LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE ~TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CON TRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOIN ING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5_ CONTRACTOR SHALL ADJUS T CITY UTILI TIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS . ALL OTHER UTILI TIES SHALL BE AD JUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GU TTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SP ECIFICATIONS SHA LL BE CALLED TO THE ATTENTION OF Tl-IE ENGINEER. FAILURE TO DO SO WILL PLACE RES PONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED 'FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE . SHEET INDEX TI TLE SHEET 2 DRAINAGE PLAN 3 DRAINAGE PLAN AND DETAILS DISPOSITION NOTES 0 PROTECT IN PLACE (ITEM AS NOTED) ~ REMOVE IF INTERFERES WITH INSTALLATION OF NEW SUBDRAIN SYSTEM (ITEM AS NOTED) CONSTRUCTION NOTES CD 6" DIA. PERFORATED SOR-J5 PIPE OR EOUNALENT. SEE DETAILS. CI) CONCRETE BAGS CUTOFF WALL AT EVERY 100 FT. 6" MIN. HIGH OVER THE TOP OF THE GRAVEL. SHOWN ON DETAILS 1 AND 6. (1) PARKWAY CULVERT CROSSING -BORE SOLID PIPES UNDER CONCRETE. G) NOT USED @ 4 • SDR-J5 STORM DRAIN PIPE. SEE DETAIL 1. @ CLEANOUTS WITH DUAL SWEEP TEE, AT 200 FT INTERVAL. SEE DETAIL 3. Cl) NOT USED @ 6" AREA DRAIN NOS OR £OU/VALENT AT APPROX. 25 FT INTERVAL. TOP OF GRATE SHALL BE SET J" BELOW TOP OF CURB. @ NEW 6" SDR-J5 DRAIN PIPE AT MIN. 0.5% SLOPE. SEE DETAILS. ~ ~ -~ ~ (_/l C-7889-1 "' " ~ C Q) :, -"' u E Q_ ,,, N N 0 N '--"" .::::.. ll'.) 0 "' 3 "O 3 w z I > fr'. 0 >-< rn z 0 in (J) :::. _, _, I (J) (J) < _J 0 >-Q. (J) / 0 < u 0 I-:::, < / w (J) < I Q. z 0 vi w 0 / "' 0 fr'. ~ N I Ol ll'.) ll'.) r-.. I u I L 0 >, 0 rn C 0 "' "' :::. / w 0 < z <( Cl:'. 0 ~ (/) I-w w Cl:'. I-(/) I 0 0 N / I-z w Cl:'. fr'. :::, u ~ N I 0 N >-u._ / "' -0 0 L 1--------------------,---,------------------------------------.------------------------------'---------,-------------,------------l-----------.----------------------------l~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: o CALL TOLL FREE 1 1-800 -227-2600 BEFORE YOU DIG I EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORN IA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NE'M'ORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITA TI ON DIS TRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1 911 IBOOl 332-1321 949 644-3011 714 962-2411 (714) 542-6222 (949) 644-3717 HOM[ OWNER: SPYGLASS HILL COMMUNITY ASSOCIATION C/0 T/NNELLY LAW GROUP ATN: STEVE TINNELLY 27101 PUERTA REAL, SUITE 250 MISSION VIEJO, CA 92691 PH. NO.: (949) 588-0866 No. 43003 . 03-31-22 C/VU, OF z::::: Ml MARTIN DEPUTY PUBLIC WORKS DIRECTOR MUNICIPAL OPERATIONS DATE: if'2S -Z 6 "~~. P.E.:_ DIRECTOR UTILITIES DEPARTMENT DATE: £I , JS' ,z_0 ROBE T STEIN, P.E. TIT LE SHEE T MISSION BAY DRIVE DRAINAGE PLAN 12 -46 MISSION BAY DRIVE, CORONA DE L MAR .CA 92625 u / "O Q) L 0 .c (J) / ;;: rn t----------------------,--------4? R-7004-S ~ ASSISTANT CI TY ENGINEER DA TE: --"'----20_-2,=-0---1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ...._ ______ ..J :l: SHEET 0 1 QF 03 ?' '-------------------__JL-------------------------------L-______________________________ J_ _______ _i_ _______ _JL__ ______ _Jl__'_\ _________________ __J__ __ =-:_-=.:::.....J ~cJtc\p; V i&':) JO f+).Q,f'~erof ~ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result I ------=----==------===-----=------=======----- - \ \ \ \ \ \ \ \ \ I I NO. DATE DESCRIPTION OF REVISIONS \ I \ \ \ I I \ APPROVED \ \ \ \ No. 43003 Exp. 03-31-22 RE~EWED: ROBERT STEIN, P .E. RCE 43003 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AB CS CHECKED: DA TE: RS 08/14/20 LEGEND y y w-- s-- G-- If= === ... 0 PROPERTY BOUNDARY FLOWLINE (E) SLOPE (E) WATER LINE (E) SEWER LINE (E) GAS LINE (f) CURB AND GUTTER ([) 30" R.C.P. STORM DRAIN PIP[ (E) NON FUNCTIONING PRIVATE STORM DRAIN WITH 3" CURB COR[ (E) SUBDRAIN DRAINAGE PER GRADING PLAN TRACT NO. 7432 (E) SIDEWALK INLCT (E) CONCRETE BROW DITCH (E) RRE HYDRANT (E) STREET LIGHT PRP. 6" AREA DRAIN PRP. 6" SUBSURFACE PERFORATED SDR-35 DRAIN PIPE PRP. DRAIN PIPE DISPOSITION NOTES 0 PROTECT IN PLACE (ITEM AS NOTED) [[] REMOVE IF INTERFERES WITH INSTALLATION OF NEW SUBDRAJN SYSTEM (ITEM AS NOTED) CONSTRUCTION NOTES Q) 6" DIA. PERFORATED SDR-35 PIPE OR EQUIVALENT. SE[ DITA/LS. 0 CONCRffi BAGS CUTOFF WALL AT EVERY 100 FT. 6" MIN. HIGH OVER THE TOP OF THE GRAVEL. SHOWN ON DETAILS 1 AND 6. CD PARKWAY CULVERT CROSSING -BOR[ SOLID PIPES UND[R CONCRCTE. 0 NOT USED @ 4" SDR-35 STORM DRAJN PIPE. SEE DETAIL 1. @ CLEANOUTS WITH DUAL SWEEP TEE, AT 200 FT INTERVAL. SE[ DCTAIL 3. 0 NOT USED ® 6" AREA DRAIN NDS OR EQUIVALENT AT APPROX. 25 FT INTERVAL. TOP OF GRATE SHALL BE SET 3" BELOW TOP OF CURB. @ NEW 6" SDR-35 DRAIN PIPE AT MIN. 0.5% SLOP[. SEE OCTA/LS. SURVEY NOTE: THE LOCATIONS AND ELEVATION OF ALL EX/STING STRUCTURES IMPROVEMENTS, AS DEPICTED HEREON ARE APPROXIMATE AND ARE TO BE CONFIRMED IN THE FIELD BY SURVEY PRIOR TO THE START OF CONSTRUCTION. THIS PLAN DOES NOT SERVE AS A BOUNDARY SURVEY. ALL LOCATIONS OF PROPOSED IMPROVEMENTS SHALL BE ENSURED TO BE ON SUBJECT PROPERTY BY SURVEYOR, AS NECESSARY. DRAINAGE PLAN 0 30 60 Feet SCALE: 1 "=JO' C-7889-1 DRAINAGE PLAN MISSION BAY DRIVE DRAINAGE PLAN 12 -46 MISSION BAY DRIVE, CORONA DEL MAR,CA 92625 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7004-S SHEET Q2 OF 03 (/) " -C " :, -.iii 0 E 0 N 0 .. - D N '---<Xl 0 '---,..._ D O> ~ u 3 w z .;,'." I > "' 0 >-<( (Il z D {lj {/) 2 _J _J I {/) {/) <( _J (!) >-0.. {/) / 0 <( 0 D f-::::, <( / w {/) <( :r: 0.. z (!) {/) w 0 / "' D "' -1 L 0 >, 0 (Il C 0 "' "' 2 / w (!) <( z ;:;: "' 0 old {/) >-w w "' >-{/) I 0 0 N / >-z w "' "' ::::, 0 -N I 0 N >-"-/ Ill -0 0 L ~ C 0 0 / u Q) L CJ .c {/) / :;:: ro Cl. / Ill L Q) "' ~ - I EXISTING SUBDRAIN OUTLET LOCATION AS IDENTIFIED BY OTHERS 4' MAXIMUM FOLIAGE CLEARING --- EXISTING \XISTING I SLOPE GRADE ~i \ " \t;,~ ' . ',--, \":-: ,~\. ',,_ ,--,-j ---\ \ • I \' ,, ' " --___,__!....../ 5 3/4" WASHED GRAVEL -2' K 2' ..-, MIR/Fl 140 N FILTER CLOTH WITH 6" MIN. LAP SPLICE AT TOP MIN. 1'-6" THICK COMPACTED NATIVE FILL OVER SUBSURFACE DRNN SYSTEM. PLACE PERFORATED PIPE AT BOTTOM OF TRENCH g• 24" MIN 12" PROPOSED IRRIGATION MAIN LINE BY OTHERS /EXIST/NG CURB AND \ I ---GUTTER TO REMAIN '---: 7 ,, " ~~ -------- C, c--.j --::S-c-cU B=-O--,--,R"----'A ':'-'IN_,_, -'---'-A'--'-'R [:;::.:---1 A:........=..:.O R....:..:....A.:.:...:...I N..:.i._, ....:..:....A.:..:.....:N-=-O__,fJ\ CLEAN OUT C(DNNECTIONS v NOT TO SCALE 437.2 45·-~~ SWEEP ~===::,,.------r·45' SWEEP 1 9 s::::.= 2' X 2' LIGHT POLE BASE PER CITY STD-202-L-B MISSION BAY DRIVE PLAN VIEW NOT TO SCALE g• 12" -.__ --EXISTING STREET LIGHT PER CITY STD-202-L-B RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \l\lhich may have been incorporated into these plans as a result / / / / / EX/STING CURB AND GUTTER TO REMAIN \ \ \ \ I Ul ., -C Q) ,2 Ul (.) E a. N N N (E) CATCH BASIN PER AS-BUILT IM PROV. I I Ii \ PLANS TRACT NO. 7432, 7510, 7511 COMPACTED NATIVE FILL OVER SUBSURFACE DRAIN SYSTEM i!: ~ 9 ----0.5% MIN - • IE=433.7 9 • • ' . 0 BREAK OUT CONCRETE. .. GROUT AROUND DRAIN ' PIPE, PER SPECIAL • ' ·. • • PROVISIONS E IE=430.43 £~;~~E CONNECTION TO CATCH BASIN G) I ,a 1 06" RISER I -05% MIN I I 6'x6" wYEs ,I BOTTOM OF TRENCH \{j) '--6"x6" WY[S ( 06" RISER 1 COMPACTED NATIVE I FILL OVER I ,._y SUBSURFAC[ DRAIN ' I SYSTEM I , NOTES: 0 ® © 3/4" WASHED GRAVEL -2' X 2' MIR/Fl 140 N FILTER CLOTH WITH 6" MIN. LAP SPLICE AT TOP MIN. 1'-6" THICK COMPACTED NATIVE FILL OVER SUBSURFACE DRNN SYSTEM. :r: (.) i5 e: • <o I .., • <o I c,., 24" MIN J--PROPOSED IRRIGATION MAIN LINE BY OTHERS ..__--!-,PLACE PERFORATED PIPE AT BOTTOM OF TRENCH -N~-"---~ B=-=sc~;_;_LE R-'---'-A l'-'-'-N---'-A-'-'--T_S~T_._,_R=-'=[ [=....'..._T~L=.c.cl GC'.'._'._H_,_._T=-S ~® EXISTING GRADE 3/ 4 • WASHED GRAVEL -2' X 2' 4' MAXIMUM FOLIAGE CLEARING • <O I ..., 6 g" C 12" 6 PROPOSED IRRIGATION MAIN LINE BY OTHERS =-~"~::::+r ~II~ GUTTER TO REMAIN j C EXISTING CURB AND I - I I 46 a, ,:: TI 3i w z I > <>'. 0 >-<( a:, z 0 Ul Ul :::; -' -' :i: Ul Ul ..:: -' "' >-0.. ~ 0 <( u 0 ,- :::, 5 w (/) <( I 0.. z "' (/) w 0 / ,,, 0 Q:'. -N I 0) ro ro r-- 1 ul ~ 0 >, 0 a:, --=-:a-=-.:~~=..:..::P=--AL[-'-A-"-',tv-=-O--'P--=E=-'-R'-'-F=-'O R__.,_Aic__T.::::..:[ Dc:'.___'._P_:._!._I P--'=[c.____'.__'P R'...'_'O,,,_,_F-"=I L=-'=[~Q) MIR/Fl 14D N FILTER CLOTH WITH 6" MIN. LAP SPLICE AT TOP MIN. 1'-6" THICK COMPACTED NATIVE FILL OVER SUBSURFACE DRAIN SYSTfM. PLACE PERFORATED AND SOLID PIPE AT BOTTOM OF TRENCH C 0 Ul Ul 3-w "' <( COMPACTED NA TIVE FILL OVER SUBSURFACE DRNN SYSTEM---- 8 9 CONSTRUCT/ON NOTES 24" MIN SECTION A-A 0 ----~ 6 NOT TO SCALE CJ) 5• DIA. PERFORATED SDR-35 PIPE OR EQUIVALENT. DISPOSITION NOTES SEE DETAILS. CI) CONCRETE BAGS CUTOFF WALL AT EVERY 100 FT. 6" 0 PROTECT IN PLACE (ITEM AS NOTED) MIN. HIGH OVER THE TOP OF THE GRAVEL. SHOWN ON I I \ DRAINAGE PLAN z <( et:: 0 .; (/) ,-w w ~ (/) I 0 0 N / r z w (}'. et:: :::, 0 DETAILS 1 AND 6. ~ REMOVE IF INTERFERES WITH INSTALLATION 0) PARKWAY CULVERT CROSSING -BORE SOLID PIPES OF NEW SUBDRAIN SYSTEM (ITEM AS NOTED) 0 30 60 r::i UNDER CONCRETE. I I I .b _ 0.5% MIN 0.5% MIN G) NOT usED L_1111__11••11111 Feet N>- SCALE: 1 "=30' @ 4" SDR-35 STORM DRAIN PIPE. SEE DETAIL 1. ~ 9 ~ @ CLEANOUTS WITH DUAL SWEEP TEE, AT 200 1-1 ---1 -----------------1 --,--------r,;;:~;;;:;;-~-----,---------------------~C:-:_:7'._'.8~8~9~-:_1~-c~ END OF PERFORATED FT INTERVAL. SEE DETAIL 3. REVIEWED: PIPE 17\ o I 0 NOT USED 1r~r~ DRAINAGE PLAN & DETAILS 0 __;_P_,[=R-'-'-F-=Oc...:.R...:..:.A-'-'-'T[=O___!_P_;l:J.-P--=[=; ___..!....T~R.!.._A!!...N~S::::.:l~T...!..../ O~N:___iG) ® ':,,,'t/1,'; ~ •;:;,:,,'':;:",:;'~::,,,-t' '-~ c~ Ml SS ION BAY DRIVE ORAi NAG E PLAN l 6"X6" WYE (ROTATE AS NEEDED) To SOLID DR, Al"'I,, I sHALL BE sET 3• Baow TOP oF cuRB. "" lriRoccB~ER;:;;:T:;,.sTE_i_N,TP;;;.E;;::. R;;;;:c;:--E _43_00_3t-__ 1_2_-_46_M_1s_s_1o_N_BA_v_o_R_1v_E_, c_o_R_o_N_A_D_E_L_M""TA_R~c_A_9_2_62_s _ __j,.,,,.,,i!';o.. ti / \/ @ No. 43003 ASSISTANT CllY ENGINEER ~ 9 NEW 6" SDR-35 DRAIN PIPE AT MIN. 0.5% Erp. 03-31-22 ~ AB cs CITY OF NEWPORT BEACH R-7004-S -NOT TO SCALE I SLOPE. SEE DETAIL$. C/VI\, ~ DESIGNED: DRAWN: fll I NO DATE DESCRIPTION OF REVISIONS APPROVED OF c,.1. CHECKED : DATE: PUB I 1----..;...;_____:..;..._. ~ ~---------------T ------------------------------------------------L':'.~·_L___'.:~-~::'.'..'.~~~~~=----------~~~~---===----c=~~RsL::Colll_B/,/11.±,4/~2Qjo ____ ~~L~C~W'!!}_0~R~K~S~D~E~P~A~R~T~M~E~N~T~--j_~sH~EE::'.TJ0~3~o~F10~3LJ_3.