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HomeMy WebLinkAboutS_5243_S5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T 0:, 0 0 N ....___ 0 .:::::.. N :z 0 :::!e ----' ,_I C, :z u ~ " > 0 V) 1n 0 ----' E a_ N N ,:.: "' 0 ....___ "' 0 ;,. 0 '" ~ i :.;. .0 0 "' "' 0 E I _, e -~ u I "' 0 <D .,., <D .; E 0 <= " ;_;: "' "' X ... ,.,., "' :::, a ~ ~ a_ w f-V) I X (.!) :z j (.!) I X 8,100 2-12-09 2-09-09 NO. DATE I I + - I + t' ef,'-. .;?'>'? B ., •• + E 8,058,200 I I ~ / 8 I / I • GRADING AND LANDSCAPING REVISION ELECTRICAL REVISION - + PRIVATE: CIWINEL + E 8,068,.300 GRADING, STRUCTURAL, AND LANDSCAPING REV SEWER REV-UTIL DEPT COMMENTS FIRE & DOMESTIC WATER REV. DESCRIPTION REVISIONS - + N88'13'1+"EIS 100.00' N88'1S14"E 119.1:l' + + E 8,D5B,400 FJM FJM FJM FJM FJM BY NO. DATE H + + E 8,068,500 + -NBB"1~'1 t ~ ------l+-1 + E 8,058,600 ELECTRICAL AS-BUILT DRAWINGS REYES GRADING AS-BUILT DRAWINGS (REYES) GRADING REVISION-MAIN DRIVE & STAIRS GRADING REVISION REVISION TO PILE CONNECTIONS & CMU WALL DESCRIPTION REVISIONS -....._ ---- ,. + + PRiW,TE CHIINNEL N53'13'14 E 92.02' +5.01' 90.02· + + E 6,058,700 E 6,058,800 UTILITIES SCALE FJM FJM FJM FJM C 30661 FJM BY --- j ~ l, / ·-_J R-1B03.00' L-l-4'1.47, C . c-. 1!111 + + + + E 8,058,900 E 6,069,000 KEY PLAN --------- 'Ii? , + \ ~ ((f 17rn~~:;:=;::::-.:=l>--;;--.\ \ \ 'l, \ \ I I \ , I I + \ ENGINEER DESIGNER CAD OPERATOR CHECKER + CTM MTR MTR ' ' ' • + + \ ___ ,,..,,,,. \ \ + \ \ \ \ \ \ \ ' '\g;, I' ' ' ' \\ \ ' ' \\ \ _,,,,,..,--,\ \---,<;::> ' ' \ \ \ \ \ \ \ \ ,....\ \ \ !11\ ' \ \ ,\ \ ' ' \ \ \, + + + ' ' \ '\ ·~_:;,..<;-+ \ \ \}4 ' ' \ \ \ ' I IA I I J \ ,\ \ ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' /" \ \ ,/I o '£. ,li~\ I \ I I //ff; I E 6,069,500 0 FJM PROJECT MANAGER UTI LllY KEY PLAN RHM 25' 50' , oo· GRAPHIC SCALE DRAWING NUMBER C-110 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T en 0 0 N -...._ N -...._ r-- :z 0 :::. ::J >-I C, :z u ..0 ., > C (/) -"' C ....J E Q. ..,. N ,:..: "' 0 ~ 0 -...._ "" 0 ~ ;e :i: ..0 0 "' "' C E I "C " ~ -.. ..0 -0 1'[ ;, "! ---u I N 0 <D "' <D .; E C <= ., t;: N N X .... ") 5 C, ".5 "' ,. a_ I u ~ u.J d 0 -<D "' <D X "' C, a, ") 0 <D "' <D X POIN,/" I I I I I I 0 ) ' I CL 1 o' WIDE EASEMENT X SBC GU _________ / // / / / // / ION E (E)GAS fp\ STORM DRAIN CONSTRUCTION NOTES: x CL 5' WIDE EASEMENT IS (E)IRRIGATION LINE ----------- w w ffi lo\~~~~~~~ lo\ STORM DRAIN SCALE 1 "=20' SBC (E)WATER (E)ELECTRICAL VAULT G) INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 8613 8612N, 8612, 8611, 8610, 8609, 8608, 8607, 8606N, 8606, 8605, 8604, 8603, A. C~ER::]~~ IN ORDER STARTING FROM THE DISCHARGE POINT, PER ZURN INSTALLATION ® INSTALL AREA DRAIN WITH 3" PVC DRAIN PIPE CONNECTION TO END OF TRENCH DRAIN. ~ STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) ffi ® INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 8613, 8612, 8611, 8610, 8609, 8608, 8607, 8605, 8604, 86030:ND= ~@IN ORDER STARTING FROM THE DISCHARGE POINT, PER ZURN INSTALLATION STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 0 ~ 8612N, 8612, 8611, 8610, 8609, 8608, 8607, 8606, 8605, 8604, 8603(A_§J ffi ~IN ORDER STARTING FROM THE DISCHARGE POINT, PER ZURN INSTALLATION ffi STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) ffi INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 0 8613, 8612, 8611, 8610, 8609, 8608, 8607, AND@OF 8606 IN ORDER STARTING FROM THE DISCHARGE POINT, PER ZURN INSTALLATION STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) ® INSTALL ZURN Z886 PERMA TRENCH CLOSED END CAP PER ZURN INSTALLATION STANDARDS (;;\ INSTALL ZURN Z886 PERMA TRENCH 4" NO HUB END OUTLET PER ZURN INSTALLATION l..!..J STANDARDS ® INSTALL ZURN Z886 PERMA TRENCH 6" NO HUB BOTTOM OUTLET PER ZURN INSTALLATION STANDARDS ® NOT USED ffi @ INSTALL 6" SCHED 40 PVC STORM DRAIN PIPE 15 PLUG EXISTING HOLE FROM REMOVED RCP 12" PIPE PER APWA STANDARDS @ INSTALL 22"x12" PULL BOX, SEE SHEET E-102. ffi GRADING AND LANDSCAPING REVISION FJM ELECTRICAL AS-BUILT DRAWINGS REYES FJM ELECTRICAL REVISION FJM GRADING AS-BUILT DRAWINGS (REYES) FJM GRADING, STRUCTURAL, AND LANDSCAPING REV FJM GRADING REVISION-MAIN DRIVE & STAIRS FJM 2-12-09 SEWER REV-UTIL DEPT COMMENTS FJM GRADING REVISION FJM C 30661 2-09-09 FIRE & DOMESTIC WATER REV. FJM REVISION TO PILE CONNECTIONS & CMU WALL FJM NO. DATE DESCRIPTION BY NO. DATE DESCRIPTION BY REVISIONS REVISIONS LEGEND TRENCH DRAIN DW DW DW DWI 33,J' I • I • ~ z 18 I (/) a::: o Q s I.J... N T""" T""" I I u .!l,'-'"l "' w --•--• NOTE: 1. ZURN TRENCH DRAINS ARE 80" MODULAR CHANNEL SECTIONS WITH 20" GRATES AND A 0.75 BUILT IN SLOPE 2. CONTRACTOR TO FIELD VERIFY INV AND LOCATION OF ALL EXISTING UTILITIES 0 10' 20' GRAPHIC SCALE ENGINEER CTM DESIGNER MTR CAD OPERATOR MTR CHECKER FJM PROJECT MANAGER RHM 40' 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T :::!e ----' ,_I C, :z u ~ " > C V) 1n C ----' E a_ "' N ,:.: "' 0 ....... "' 0 ;,. 0 '" ~ i :.;. .0 C "' "' C E I _, e - --u I "' 0 -<D .,., <D .; E C <= " ;_;: ~ X ... ,.,., a:: ~I ----' w I 0 0 -<D .,., <D X a:: C, a, "' 0 ;;; ~ X V RIFY --------------ow--=-ow------ow-___ DW----ow ----ow ___ _ -------------- ,. ___ SBC E ~ 1 s s s •• I I •• 0 • I-z 0 (.) 0::: O• LL I (N)DOMESTIC LEGEND TRENCH DRAIN/FORCE MAIN UNE TABLE LINE BEARING LENGTH TRENCH DRAIN @ N87"53'24"E 62.74 --•--•--3" PVC FORCE MAIN 6" PVC STORM DRAIN ® N89'08'32"E 75.46 ow_-,L__0 (c) S86'47'07"E 38.60 (D) S8T 37'02"E 11.00 (E) S8T 39' 18"E 6.61 w_w ___ £ (F) soo·oo·oo"E 25.44 (G) N88'38'35"E 163.26 ® N45'oo·oo"w 75.01 (1) soo·oo·oo"E 18.67 (J) N90'00'00"E 59.42 (K) NOO'OO'OO"E 21.85 /4\ (L) N35'38'22"E ", ()() ( (M) . .. N45'00'00"W 5.62 £ (N) N45'00'QQ"W 9.24 (o) NOO"OO'QQ"E 10.47 FORCE MAIN/SEWER CONSTRUCTION NOTES: @ INSTALL 3" SCHED 40 PVC SEWER FORCE MAIN PER OCSD STD. DWG. S-010 PARCEL 5 251 EAST COAST HIGHWAY 1-STORY BUILDING ® INSTALL 3" PVC TEE WITH ANCHOR BLOCK PER OCSD STD. DWG. S-023 INSTALL 3" PVC 45' BEND WITH ANCHOR BLOCK PER OCSD STD. DWG. S-023 INSTALL 3" FORCE MAIN TERMINAL CLEANOUT ~ p=:::i lr+-+-M--1==='='!====="'=~1f--'WI--" I • lrf-----,-f---:::F~□ 596.7 G OF TRENCH DRAIN STORM DRAIN & FORCE MAIN/SEWER PLAN SCALE 1 "=20' STORM DRAIN CONSTRUCTION NOTES: ® INSTALL ZURN Z886 PERMA TRENCH CLOSED END CAP PER ZURN INSTALLATION STANDARDS 0 INSTALL ZURN Z886 PERMA TRENCH 4" NO HUB END OUTLET PER ZURN INSTALLATION STANDARDS © INSTALL ZURN Z886 PERMA TRENCH 6" NO HUB BOTTOM OUTLET PER ZURN INSTALLATION STANDARDS INSTALL 3" PVC DRAIN PIPE UNDER RAMP FROM PLANTER STRIP. PROVIDE SIDE CONNECTION TO TRENCH DRAIN. (SEE SHEET C-103 FOR PLANTER STRIP DETAILS.) @ INSTALL 6" SCHED 40 PVC STORM DRAIN PIPE (SEE DETAIL 3 SHEET 125) INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 8613, 8612N, 8612, 8611, 8610, 8609, 8608, 8607, 8606 AND 20"± OF 8605 IN ORDER STARTING FROM THE DISCHARGE POINT. PER ZURN INSTALLATION STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) ffi ' ffi @ INSTALL ZURN Z886 (BUILT-IN SLOPE) PERMA TRENCH DRAIN, TRENCH No. 8615, 8614, 8613, 8612~~~12, 8611, 8610, 8609, 8608, 8607, 8606N, 8606, 8605, 8604, AND 80"± OF 8603 IN ORDER STARTING FROM THE DISCHARGE POINT. PER ZURN INSTALLATION STANDARDS. USE ZURN FG GALVANIZED STEEL SLOTTED GRATE. INSTALL REM TRITON TT3 FILTERS PLACED EVERY 3 TO 4 FEET IN TRENCH DRAIN (SEE DETAIL 4 & 5 SHEET C-115) @8i3& @ PLUG EXISTING HOLE FROM REMOVED 18" RCP PIPE PER APWA STANDARDS NOTE: 1. ZURN TRENCH DRAINS ARE 80" MODULAR CHANNEL SECTIONS WITH 20" GRATES AND A 0.75 BULT IN SLOPE 2. CONTRACTOR TO FIELD VERIFY INV AND LOCATION OF ALL EXISTING UTILITIES. &_ 3. GROUND WATER LEVEL IS EXPECTED BETWEEN +2' AND +4' MLLW. SEE SHEET GN-1OO FOR EARTHWORK AND DEWATERING PROCEDURES. GRADING AND LANDSCAPING REVISION FJM ELECTRICAL AS-BUILT DRAWINGS REYES FJM ELECTRICAL REVISION FJM GRADING AS-BUILT DRAWINGS (REYES) FJM GRADING, STRUCTURAL, AND LANDSCAPING REV FJM GRADING REVISION-MAIN DRIVE & STAIRS FJM 02-12-09 SEWER REV-UTIL DEPT COMMENTS FJM GRADING REVISION FJM C 30661 02-09-09 FIRE & DOMESTIC WATER REV. FJM REVISION TO PILE CONNECTIONS & CMU WALL FJM DATE DESCRIPTION BY NO. DATE DESCRIPTION BY REVISIONS REVISIONS INSTALL NEW 48" DIA. FORCE MAIN MANHOLE PER CITY OF NB STD-401 -L. PROVIDE 12" MIN CLASS II PERMEABLE MATERIAL FOR BEDDING. SEE SHEET C-117 FOR MANHOLE CONSTRUCTION AND REPAIR DETAILS. @ INSTALL 8" VCP @ REMOVE EXIST. 4" DROP MANHOLE CONNECTION AND INSTALL BRICK & MOTAR. REPAIR DAMAGED MANHOLE LINING PER DIRECTION AND APPROVAL OF OCSD INSPECTOR . (E) OCSD MH CONTRACT N0.5-12 OCSD STA 11 +67 RIM 13.30 REMOVE FORCE MAIN CONNECTION AND ENLARGE OPENING FOR 8" VCP PER SHEET C-117. REPAIR DAMAGED MANHOLE LINING PER DIRECTION AND APPROVAL OF OCSD-----... INSPECTOR. INV 4.47 CONSTRUCT (N) 8" CONNECTION. -------..J SEE SHEET C-117. REMOVE ABANDONED 4" CIP (PVC) SEWER & CLEANOUT ,, \jC? (E) MH W/ (2) SUMP PUMPS (t.J br ,, " MH u > Q_ . I"") z INSTALL (N) DROP MANHOLE PER Cl1Y OF NB STD-403-L ~ FOR (E) 4" GRAVl1Y SEWER DETAIL NTS ENGINEER CTM DESIGNER MTR CAD OPERATOR MTR CHECKER FJM PROJECT MANAGER RHM (E) 8" SEWER INV. 4.19 E 8" SEWER REPAIR SADDLE TAP CONNECTION TAP BY INSERTING PLASTIC MOLD AT TAP LOCATION AND MORTARING AREA 2X DIA. OF TAP W/ MIN 6" REPAIR MAT. PER SSPWC SEC. 207-8.6 & 306-5 AND OCSD APPROVAL. INSTALL BRICK AND MORTAR PLUG AT (E) 4" GRAVl1Y SEWER DROP MANHOLE CONNECTION. SEE NOTE 36. INV 4.42 REMOVE ABANDONED 4" VCP SEWER AND CLEANOUT INSTALL (N) 4" LATERAL AND CLEANOUT PER Cl1Y OF NB STD-406-L. 0 20' 40' GRAPHIC SCALE 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T 0, 0 0 N ----- <O z. r--z a :,a ::J >-I □ z 13 ~ " > C V) " .."l E C ,,., ,,., ,;; en D ----- r--D -;;,. D '" ~ ~ c> ;. "O ,,; ~ u I N a ~ <O Lt") <O iu E C " " [;: N N X v ..-, ""' = 0 ~ 0 z □ ~ 0 I X (E)4" s / s -;-; ELEC I (E)GAS r I 't· ,-,-,-,-,f-, ~·~ -~•-'"I . ' 3" 201 EAST COAST HWY 1-STORY BUILDING D D D D JOI. J::/. • .. ; ; ,il.~l!':.,:i~·.•••ii E s DW DW --0 ----- s s (E)IRRIGATION LINE DW --- 0 s DW DW-CMU WALL DCDA G----------o - "" -~ -s ~ 3" GATE VALVE L&. 6x6x3 TEE 6" CHECK VALVE FIRE PUMP " -', ... ·,,Tl ---c-n-,i-m T n- DETAIL 1 NTS K;.81 CONTROL PANEL □ " " ~ 3" CHECK VALVE SEWER POC DOMESTIC WATER POC [ ' ----=-= 2 1 ' DOMESTIC WATER/FIRE MAIN UNE TABLE DOMESTIC WATER/FIRE MAIN PLAN SCALE 7'=20' LEGEND LINE BEARING LENGTH(FTl ® soo·oo·oo"E 22.57 L&. o) sgo·oo·oo"E 145.86 P) Noo·oo·oo"E 61.06 Q) N88"38'35"E 166.88 (R) soo·oo·oo"w 18.33 T) NOO'OO'OO"E 61.01 u) N88'56'57"E 39.52 ® sgo·oo·oo"E 149.86 ® Noo·oo·oo"E 3.84 X) S88'47'07"E 16.27 z) N88'38'35"E 166.29 @ S00'04'38"W 20.51 (~ N90'00'00"E 39.58 ~'ti) S88'13'14"W 12.03 @ soo·oo'oo"w 21.65 @ N88'56'57"E 18.73 @ soo·oo·oo"E 29.46 AJ) soo·oo·oo"E 33.49 GRADING AND LANDSCAPING REVISION FJM ELECTRICAL REVISION FJM GRADING, STRUCTURAL. AND LANDSCAPING REV FJM SEWER REV-UTIL DEPT COMMENTS FJM 02-09-09 FIRE & DOMESTIC WATER REV. FJM DATE DESCRIPTION BY NO. PUMP CONTROi I DETAIL 2 NTS ELECTRICAL AS-BUILT DRAWINGS REYES FJM GRADING AS-BUILT DRAWINGS (REYES) FJM GRADING REVISION-MAIN DRIVE & STAIRS FJM GRADING REVISION FJM 03-31-09 REVISION TO PILE CONNECTIONS & CMU WALL FJM DATE DESCRIPTION BY -OW-2"/4" PVC DOMESTIC WATER -FW-6" C900 PVC FIRE WATER TEE TEE INSTALL 4" GATE VALVE INSTALL REDUCER 4"X2" \REMOVE (E) 2" BALL VALVE, INSTALL 2" WATER METER PER CTNB STD-503-L. COORDINATE WORK _JWITH CITY OF NB UTILITY DEPT. NSTAL " BACK~LOW r--\ PREVE T R & ~ PER c ~CITY F B STDl 520-L-A C 30661 P, 3-31- ENGINEER DESIGNER CAD OPERATOR CHECKER DOMESTIC WATER CONSTRUCTION NOTES: @ REPLACE SECTION OF EXIST. 8" PIPE WITH 8"X8"X4" DIP TEE AND INSTALL 4" GATE VALVE PER CITY OF NB 510-L-C @ INSTALL 4" SCHED. 40 PVC WATER LINE AND TRENCH RESURFACING PER CITY OF NB STD-105-L-A & STD-105-L-B, SEE SHEET C-118. @ @ @ @ @ @ ABANDON EXISTING WATER LINE AS NEEDED TO ACCOMMODATE TRENCH DRAIN, SEE SHEETS C-111 AND C-112. REMOVE EXISTING DDCV AND CAP EXISTING LINE BEHIND SEAWALL CAP. INSTALL 4" go· BEND WITH THRUST BLOCK PER CITY OF NB STD-510-L-A, SEE SHEET C-118. INSTALL BACKFLOW PREVENTION DEVICE PER CITY OF NB STD-520-L-A, SEE SHEET C-118. INSTALL 4" SCHED. 40 PVC. INSTALL 4" PVC 90' BEND. @ REMOVE EXIST. WATER METERS AND CAP 2" TAPS PER DIRECTION OF CITY INSPECTOR. EXPOSE SADDLES AND CAP CORPS W/BRASS FITTINGS AT WATER MAIN. COORDINATE WORK W/CITY OF NB UTILITY DEPT. CAP AND ABANDON (E) 2" WATER LINES. INSTALL 4"X4"X2" PVC TEE AND CONNECT TO EXIST 2" WATER SERVICE TO BLDG. CONTRACTOR TO VERIFY SERVICE. CAP AND ABANDON IN PLACE EXIST 2" WATER LINE UPSTREAM OF (N) CONNECTION. FIRE MAIN CONSTRUCTION NOTES: '50' INSTALL 6" PVC C900 (200 PSI) FIRE MAIN AND TRENCH RESURFACING PER CITY OF ~ NB STD-105-L-A & STD-105-L-B, SEE SHEET C-118. INSTALL 6" PVC C900 go• BEND WITH THRUST BLOCK PER CITY OF NB STD-510-L-A, SEE SHEET C-118. NOT USED .&. INSTALL 6" DOUBLE FDC WITH THRUST BLOCK PER CITY OF NB STD-510-L-A. PAINT RED. _& @ INSTALL 6" X 4" X 2-1/2" X 2-1/2" JONES J-3765 WET BARREL FIRE HYDRANT PER CITY OF NB STD-500-L, SEE SHEET C-118. @ INSTALL 6" DCDA PAINTED PER CITY OF NB STD-517-L, SEE SHEET C-118. @ REPLACE SECTION OF EXIST. 8" WATER W/ 8"X8"X6" D.I.P. TEE AND INSTALL 6" GATE VALVE PER CITY OF NB STD-510-L-C, SEE SHEET C-118. ® INSTALL 6" CHECK VALVE INSTALL 3" CHECK VALVE INSTALL A-C FIRE PUMP, 2.5"X2.5"X9.5" -1580 SERIES/3550 RPM/100 GPM, SEE DETAIL 1. INSTALL 3" GATE VALVE NOTE: 1) GN-101 FOR FIRE DEPARTMENT NOTES. 2) 3" VALVES SHOWN ON RISERS FOR DETAIL PURPOSES ONLY. LOCATE ALL VALVES ON HORIZONTAL PIPE. 3) CONTRACTOR TO FIELD VERIFY FIRE LINE P.O.C. 4) ALL 6" FIRE WATER RISERS SHALL BE D.I.P. PAINTED TO MATCH DCDA. 5) DRINKING WATER RISERS SHALL BE TYPE K COPPER. 6) PROVIDE 12" MIN. VERTICAL SEPARATION B/W FW AND DW LINES. ALLOW ADDITIONAL SEPARATION, AS NEEDED, WHERE THRUST BLOCK USED, CITY OF NB MIN. COVER IS 30" FOR DW AND 36" FOR FW. 7) FOR 2" WATER METER, IN LIEU OF 2" ANGLE VALVE, USE 4" GATE VALVE. CTM BALBOA MARINA 201 East Coast Hwy. MTR Newport Beach, CA 92660 MTR LANDSIDE DEVELOPMENT PROJECT FJM DOMESTIC WATER AND FIRE MAIN PLANS 20' 40' I I GRAPHIC SCALE SCALE & 1" = 20· PROJECT NUMBER 6561.03 DRAWING NUMBER REVISIONS REVISIONS PROJECT MANAGER RHM C-113 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T a, 0 0 N ------N ;::.:- :z 0 :::!e ----' ,_I Cl :z u ~ " > 0 V) 1n 0 ----' E a_ ,.., -,:.: "' 0 -----"' 0 ;,. 0 '" ~ i :.;. .0 0 "' "' 0 E I _, e -~ u I N 0 <D .,., <D .; E 0 <= " ;_;: N N X ... ,.,., "' :::, a ~ "' Cl a, ,.,., 0 <D .,., <D X 5. ~ ----~ ~ -' -' w w u ::a; w !-<,.I w ::a; ::a; U ~::;; ;! ~-.!5 ~::!: c:: (/) « (/) "": i:S w 0 ~ 0 w = I<> = a, ~ u ;;:: w u NOTES: c5 u :::c:--~~ r--a:, N N z ';.,-, i?' C a:, --;-:-;,-1~ G > 0 ~ -u u • "-----.1""\ ----•-• ,-,. \ •-1""\1-• I "'I A••-I --A-•--• I ---••1--11,.1,-.. :::I! a:, I"") <( ....._...I~ ~ Cl.. ..., ' . VVl"tll-,, .... IVI'\ ,_ , ___ V L..1"111 I 11'11 V ····--·~ ..,, _,,I.Jlll'llV 14 ~~i:::::I! -:e: 0 l3 <D c..,_ 0... 0... .. ·-I"") = "1 2 = MANHOLES, FORC : MAINS AND GRAVllY SE VER PIPES -c.:, a:, I ~ z + -.:I' + <D I • U) -----0::: --a, ~ -.:I' c:: ~ l() N b b I"") w I"") ~~ a:, a:, -H w ...--,. ~ -"°" . -~ + z Oµ. 0 w --H <D a::i --.::::: .::::: -~ N w l() I"") <D N -2. GROUND WATER LEVEL IS EXPECTED BET' (EEN +2' AND +4' + !:c + < 0 l() /-c-i + <D l() l() -H I"") r..: a, r..: r--a:, a:, ~13 -;;:: <D N ~ «i r--9 "1 0 --A MLLW. SEE SHEET GN -100 FOR EARTHWORK Al'ND DEWATERING -,, _,_ --· -.:I' . . 12 N / + N N z .. r--00 PROCEDURES. v z -a:, -N + -+ + + -r-----.. -N ~ N ~ --t-----... " ---- & V "' ,,.,-- 0. ~. % .J.2.[J_ 0.74% I"\ -ZA- ~ 0.5• Of .......... -,0 '-- -------------=: :!!; 2.,35% 10 u IJ ----~ V " _o '-o DOCKS " -EXIST. GROUND -FINISHED GRADE VAULT_/ " @ ~ OF PIPE @ ~ OF PIPE (N) V V -ii , -----~ V V ii :1 I ' ,, '··' I r "'\.) 0 LF-8"PVC ~~~ ' S=0.006~ s-1% ' --0.4% f0 j(VC.. IVU ... " -~ 6 1 '~ " s 3" PVC u s 0.3% 175Lf -~ r-5.33 FL ' ' .. " 1,, ' ' i:. MAIN -oRcE ·MAIN '' 3" PVC FORC ~ '' \,: 161.351 F z '' ~/ 25LF 0 <( INV OUT 4.49/; u • ::a; -H -st_P-'"' / i-5 .I w'<I' INV IN 4.59/ + I""> C II l() ,ID 0 ~ r; Gj 6"PVC l() --r! u u Lt) Lt) zw N 'GJ'O~ -r--: 0 CD £ 0 CD £ INV OUT 4.62 <D I"") u a:, (.!) u (.!) -u + -.:I' "'! r--: z ~ IX) r=::. 0 c,; ~ w 2 -0 w ~ ~ + + + + > + + ~ I"") N N N z --(/) ------ 0 s:t s:t 00 -LO -0) -CX) N n 00 -0) -n n -0 0 0 . -0) 0 0) ---0) 0) ----- 13+00 12+00 11 +00 10+00 FORCE MAIN PROFILE VERTICAL SCALE 1 "=2' HORIZONTAL SCALE 1 "=20' ~--~ ---oc\c--= --,--,--------,--~ r•-•-•-•-•-•-•-·-•-~ ----~ --, --1----.."---,--,___ --•-•-•-•-~~ •-•-•- FJM FJM FJM FJM FJM BY NO. .......... ~---~---~~··--'---'._--.--v--"-,I L -+__,,_ __ IL ~~/ 201 EAST COAST HWY 1-STORY BUILDING FORCE '" ------m: --- • MAIN SCALE 1 "=20' ELECTRICAL AS-BUILT DRAWINGS REYES FJM GRADING AS-BUILT DRAWINGS (REYES) FJM GRADING REVISION-MAIN DRIVE & STAIRS FJM GRADING REVISION FJM REVISION TO PILE CONNECTIONS & CMU WALL FJM DATE DESCRIPTION BY REVISIONS [l\ilJ I PLAN C 30661 ~~ ~ (J.!MI •o, &. ii-... 0 CATI .ll" •--• s ~~lil)MI ·'II"' .~ •--• • -'--, __ W--•---I --·-·-· '--✓,, G w-t-w--w--w •-•-•~==~ s s £. • --•-•---w w -w --------------- // ;~---:---------------- -----;~Ti'tr=~~~~~~== '" 1:m1 I~ • O;_-"'l = ,l;IO) r -- ,-I::.:, ~ 0,,1,..., I ,. ,11::"'I I ----------- • (•J:Nl I 1:r (~ - ENGINEER CTM DESIGNER MTR CAD OPERATOR MTR CHECKER FJM PROJECT MANAGER RHM ~ I I I I I I ----I ----1 251 [AST COAST HIGHWAY 1-sTopy BUILDING PAR Ct LANDSIDE DEVELOPMENT PROJECT SEWER PLAN & PROFILE 0 20' 40' GRAPHIC SCALE SCALE ~ 1" = 20' PROJECT NUMBER 6561.03 DRAWING NUMBER C-114 * +. =* +.=* + . = * +. =* +. =* . = + *== 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T a, 0 0 N -----"' ;::.:- :z 0 :::!e ----' ,_I 0 :z u ~ Q) > 0 V) 1n 0 ----' E a_ .... -,:.: "' 0 -----"' 0 ;,. 0 '" ~ i :.;. .0 0 "' "' 0 E I _, e - "' 3' _, .,; --u I N 0 -"' .,., "' .; E 0 <= Q) ;_;: / Q) _, ·;;; _, <= .3 ---;; "' <= "i e 0 / 0 <= ·c 0 :::;; 0 0 .0 ,g 0 0 -"' .,., "' / E ..c: -~ ::, 0 >- .3 "' :::, a ~ a:: a:: /c, o, CD 1, f<) Q) 0 ·e ID (l.. .,., /<D 0x .i:: ~ 0 ~ 0.. X PARKING LOT GRATE 8.87 ELEV INV 7.83 ELEV ZURN Z886 6" NO HUB BOTTOM OUTLET 6" PVC COUPLER 6" SCHED 40 PVC PIPE 11 I 11 u_ ____ _tJ I I I I I I I I I \ ZURN Z886 PERMA TRENCH I TOP OF WALL (E) 8.91 ELEV (E) SEAWALL CAP 7" DIAMITER CORE HOLE IN (E)SEAWALL %" GROUTED BETWEEN BORED HOLE AND 6" NEW PVC PIPE I 4.90 INV ELEV • .....,._.;c._ ... _i"'r ,j.,,_ ..... __ ...... _-i--.:..J I 6" PVC 90' SWEEP _ ---~, - - - -PLUG EXISTING 6" SCHED 40 PVC PIPE NOTE: SEE SEAWALL REPAIR PROJECT (PACKAGE No. 1,T.I.C. No. RP=1) FOR LOCATION OF (E) DEADMAN TIE BACKS I (E) 12" RCP I r 3.85 INV ELEV _/ TO BE REMOVED - I (E) SEAWALL 7" DIAMITER CORE HOLE IN (E)SEAWALL %" GROUTED BETWEEN BORED HOLE AND 6" NEW PVC PIPE SCHED 40 6" PVC 4.90 INV ELEV REMOVE (E) RCP STORM AND PLUG HOLE IN SEAWALL 1 TRENCH DRAIN CONNECTION DETAIL PARKING LOT GRATE 8.92 ELEV INV 7.88 ELEV C-115 ZURN Z886 PERMA TRENCH ~~R~o z~~:----rr1 rr-:_tr /il,-; ....-+---~ BOTTOM OUTLET 6" PVC COUPLER 6" SCHED 40 PVC PIPE 6" PVC 90' SWEEP I II _l_ ____ _l_j I ,-1 I SCAl.f: N. T.S TOP OF WALL (E) 9.09 ELEV (E) SEAWALL CAP 7" DIAMITER CORE HOLE IN (E)SEAWALL %" GROUTED BETWEEN BORED HOLE AND 6" NEW PVC PIPE 5.31 INV ELEV • ~ 6" ffi +---+---,,-.. ZURN HPP HOPE HEEL-PROOF SLOTTED GRATE . SUBMIT COLOR SAMPLE TO OWNER FOR APPROVAL.\ 14)f' MIN 6" 4" ffi 3000 PSI CONCRETE MIX l- a::: w > z . z ~ 0 0 0 0 \ OrO 0 0 0 0 o~o / PARKING LOT GRATE 8.92 ELEV INV 7.88 ELEV ZURN Z886 6" NO HUB BOTTOM OUTLET 6" PVC COUPLER 6" SCHED 40 PVC PIPE ZURN Z886 PERMA TRENCH TOP OF WALL (E) 8.96 ELEV (E) SEAWALL CAP 7" DIAMITER CORE HOLE IN (E)SEAWALL %" GROUTED BETWEEN BORED HOLE AND 6" NEW PVC PIPE 5.18 INV ELEV 90" I I _I I --r -i PLUG EXISTING c;c~~-,..--.... --... ----~~I ~HOLE IN SEAWALL NOTE: 6" SCHED 40 PVC PIPE SEE SEAWALL REPAIR PROJECT (PACKAGE No. 1,T.I.C. No. RP=1) FOR LOCATION OF (E) DEADMAN TIE BACKS -t r (E) 12" RCP V 4.20 INV ELEV TO BE REMOVED (E) SEAWALL 7" DIAMITER CORE HOLE IN (E)SEAWALL %" GROUTED BETWEEN BORED HOLE AND 6" _ ___NE.w__PYC_ EIP c::=:-...c, SCHED 40 6" PVC 5. 18 INV ELEV REMOVE (E) RCP STORM AND PLUG HOLE IN SEAWALL 2 TRENCH DRAIN OUTLET DETAIL 2' 8" LAP PER CODE -+ 7 71 '\rOrOrOrO OOQOQOOrOrOrO 0 ... 0 ... 0,.0,..0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 @ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000~0~0~0 0 ... 0 ... 0""0""0 0 ... 0 ... 0""0""0 L d1 + I r h I I -,.... C-115 SCALE: N. T.S + 71 7 OrOrOrOrOrOrOrOrO□OOO□O 0 0 0 0 0 0 0 0 0 0 0 0 @ 0 0 0 0 0 0 0 0 0 0 0 0 0~0~0~0~0~0~0~0~0000000 d1 IL + 20.00' \ \ >-#5 REBAR I / F r h I I -,.... OrO 0 O IC 0 0 o~o ~ (TYP) I I I ( I ) TRITON TT3 STANDARD DIMENSIONS 3.25" HIGH X 4" WIDE X 13" LONG UNITS SHOULD BE INSTALLED EVERY 3-4 FEET ALONG ENTIRE LENGTH OF TRENCH DRAIN NOTES 1. FILTER HOUSING IS MADE OF HOPE WITH AN AVERAGE THICKNESS OF 0.1875 2. REMOVABLE CARTRIDGE IS MADE OF 0.0625" POLYPROPYLENE PERFORATION, WITH 0. 117" OPENINGS ON %2" STAGGERED CENTERS 3. CARTRIDGE FRAME IS MADE OF POLYPROPYLENE WITH AN AVERAGE THICKNESS OF 0.125" 4. SECONDARY DAM IS MADE OF STAINLESS STEEL TYPE 304 WITH 0.117" OPENINGS ON %2 STAGGERED CENTERS 5. MEDIA IS NON HAZARDOUS AND MEETS ALL EPA AND OSHA STANDARDS 6. OPTIONAL ANTIMICROBRIAL MEDIA-PACK WHICH AIDS IN THE PREVENTION OF BACTERIAL GROWTH AND PROTECTION AGAINST ODOR CAUSING WATER BORN PATHOGENS 0:: :!: Wo ---~2& -------· -i--- - - - ,_ ____ ---/ a::: :!: wo > _J 0 LL. 6 G: NOTE: SEE SEAWALL REPAIR PROJECT (PACKAGE No. 1,T.I.C. No. RP= 1) FOR LOCATION OF (E) DEADMAN TIE BACKS 3 TRENCH DRAIN OUTLET DETAIL C-115 SCALE: N. T.S GRADING AND LANDSCAPING REVISION ELECTRICAL REVISION GRADING, STRUCTURAL, AND LANDSCAPING REV 2-12-09 SEWER REV-UTIL DEPT COMMENTS 2-09-09 FIRE & DOMESTIC WATER REV. NO. DATE DESCRIPTION REVISIONS FJM FJM FJM FJM FJM BY 6" SCHED 40 PVC PIPE (E) SEAWALL ELECTRICAL AS-BUILT DRAWINGS REYES GRADING AS-BUILT DRAWINGS (REYES) GRADING REVISION-MAIN DRIVE & STAIRS GRADING REVISION REVISION TO PILE CONNECTIONS & CMU WALL NO. DATE DESCRIPTION REVISIONS AGGREGATE BASE FJM FJM #5 REBAR (TYP) " I . 80 4 ZURN 2886 PERMA TRENCH DRAIN DETAIL C-115 #4 EPOXY COATED REBAR STAKES DRIVEN INTO AGGREGATE BASE PER ZURN INSTALLATION STANDARDS SCALE: N. T.S ENGINEER ----- •• CTM FLOW :ii: 0:: (/) ~ a::: z <( w w & c5 w 0:: 0 D _J ~ w >-(D (D w (D D c5 (D l? 0:: ~ ~ ~ ~ :!: 0:: D w <( ~ ~ ~ <( 0:: :!: ~ (/) c3 z (/) <( u 0:: w 0 u 0 I 0 ~ ~ _J 0:: ....__ _J ....__ LL. 0... D LL. u D _J u 0:: c3 z 0... w z u D LL. <( <( a::: (/) ~ >-(/) 0:: e I I- 5 REM TRENCH DRAIN FILTER DETAIL C-115 SCALE: N. T.S BALBOA MARINA 201 East Coast Hwy. SCALE AS SHOWN DESIGNER FJM MTR 1-----------+--------N_e_w-'-p_o_rt_B_ea_c_h_, _C_A_9_2_6_60 _______ ---t PROJECT NUMBER FJM C 30661 CAD OPERATOR FJM BY CHECKER PROJECT MANAGER MTR RHM RHM LANDSIDE DEVELOPMENT PROJECT STORM DRAIN DETAILS 6561.03 DRAWING NUMBER C-115 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T a, 0 0 ~ :z 0 :::!e ----' ,_I C, :z '-' ~ ji C V) 1n ..:l - E a_ N -,:.: - - I > > > > > > > > > > > > > > > > > > > > > PARKING LOT - : 1-------'1--+-'-'TR=-=-=E=-N:...=.C.:....:..H---=D;;_;_R;;.;;_;Ac..:...;I N=--C-=--O=....;..N..:..:,,N..=l;..(J1..;:;;.....;...1 O=....;..N-=---=U.:....;.;N D::;..::E=-R=--P:........:L=-A;;_;_TF:........;:O:;_;_R::..;.;_M_ , C-116 -. . SCALE: N. T.S . - ~ ZURN Z886 PERMA TRENCH- 4" SCHED 40 PVC CONNECT TRENCH DRAIN UNDER GANGWAY PLATFORM "-0.76 FROM SEAWALL CAP . / CONCRETE PLATFO EXISTING SEA WALL CAP EXISTING SEAWALL '" _L.1 \",--'-------L.l '"'__l_ ___ _J_l '"I~ . . . . . . . - . / - . . . ZURN Z886 ZURN Z886 MA TRENCH 4" NO HUB END OU T 8.36 INV ... ... ... ... ,__~':~~~; __ -=:_-=:_-===--',,__,,,._~~;--iv 1 4. 13' OF 4" SCH ED 40 PVC PIPE ' ' ZURN Z886 PER TRENCH 4" NO HUB END O I 8.44 INV ' ' ' ' :.;. .0 C "' "' C E I _, e . ' 6" PVC-"-I I FIRE > ~, 1 WATER • ~~ 3" PVC z ~~v-GATE VALVE ' 2 ' TRENCH DRAIN CONNECTION UNDER PLATFORM : \-y.::;.. ______________ c-_1_,s __ sc_ALE:_·_N_.1_.s _______________________________ -1-:...;~~ - c5 "--- -<D .,., <D .; E C <= " ;_;: - C 0 .0 ,g 0 0 ~ ZURN Z886 PERMA TRENCH\ (E)SEAWALL---...._ co > • > 4" PVC • I I DRINKING-\ I I WATER ~ \ - - - ---'-tt:LII ZURN Z886 PERMA TR::NCH 4" NO HUB END 01 TLET \ 8.51 INV \ • • • ► > • • • ;::::::::;--;::::::-=,, ' 4' x 5' VAULT z z := := : W/H20 COVER£ ' 1 _3" PVC SEWER l---' 1V FORCE MAIN ,, ' --++-- ' I , ~ I \ \ J ' \ \ / 6" CURB PVC DRAIN PIPE FROM PLANTER TO TRENCH DRAIN I -... ---... --... -... - ... --... ,,,,. ~ \ ~ 6" TEE D.I.P. FW EPOXY COATED BLACK ) 1 ~-4•,2•,2• 1EE D.1.P. DW EPOXY COAlED BLACK 1 • /~'/ ' 2" DOMESTIC POC-...____ > 1----_,,--:H''---,,tti, 1 ,L.__ __ -+ 6" D.I.P. FW EPOXY COATED BLACK (BOTH SIDES) ~ • / 1,,,-I , ----.-4" D.I.P. DW EPOXY COATED BLACK .5 \_ _ _ _ ~ ~ _ 7 _> ;~~==__£.~/~;;1LlJ_ ~:;;;,,~----~ 3" D.I.P. SEWER EPOXY COATED BLA_CK _ , (E)SEAWALL , -, -1-, -=i: J,-S::-=--.G :::eel -,--')I lv----7' i-----, - -. -. . -. • . • --, 1, =le ~ J: cf-f ¥ ~ f T -y----clC-,;,AIN; -~ ,--\ . /c,(Ji , r-~ _=_ ci:_ = r -,-7 _ _ 4 x35 GANGWAYJ '-t' , T \ I ' &,_('_ -C:c -<:; lt-lK~ I ---•• ,~~~=~\ l1L,, -/"='\;: .. CCc=,-~--,.,__-T ,-,--' ' r -1-I • I I I -~ I ·--,=..-,, cc-,: ' ' T ' , -,-' I I I I I I I I • --' ,fi 's =c· "-' r r ' T -r r ' I I I I I I I I I I I I ) I ·--~I I ·""· I-11,,~ 7 Mtl.lN-,, -cc,_----.=--r-I 7 , , I I I I I I I -l-I I -~I '--.' I I i I r r ' ' r =I -'-<' -+-._-I I I I I I I I II I I i' s~s. IDo~ES!IC 1wA1ER /_ I > I ! "!,_ I ?'1 s s I I I i I ' 7 ' ' ' II I I I I I I . ' -'h --_J L = 1'-. ',. ' - -- • • IDOMEsn,c 'WATER I I I I I I I • 71 • • -~ 1 = --#=~-=----. ~-I I I I I I + Cr ~. t ~ ~ '1 'I '1::' I -1[;1, '====I'=> =t====/=J'::E!========Ell ~ = L I _c,----~ -"" -'C'-• - -/ / / =+ 7--' Cl'-t T _[_ I II __(_LL I -:---'1-=--< ~ -----L-T::--I _j__.L L--f_ ~ -L L -;' ±-= ~ l 1 ----7 6" FLEX HOSE (SEE DOCKSIDE DWG) , -1 -i -L .=--:__ 5-__;-' --'l --' , 3" 90' BEND D.I.P. SEWER • 6" FLEX HOSE (SEE DOCKSIDE DWG) ---L - 5,xBO' GANGWAY 3" FLEX HOSE (SEE DOCKSIDE DWG) • EPOXY COATED BLACK , - 6" FIRE MAIN POC (BOTH SIDES) 3" FORCE MAIN POC 3 ' UTILITY CONNECTION EAST PLATFORM C-116 SCALE: N.T.S > 2" D.I.P. DW EPOXY COATED BLACK . • I 2" FLEX HOSE (SEE DOCKSIDE DWG) 3" FLEX HOSE (SEE DOCKSIDE DWG) 3" FORCE MAIN POC ~ 15\. 03 17 09 GRADING AND LANDSCAPING REVISION FJM J " 7 20 09 ELECTRICAL AS BUILT DRAWINGS (REYES FJM <D ~ /4\. 02-27-09 ELECTRICAL REVISION FJM / I'\. 7-09-0! GRADING AS-BUILT DRAWINGS (REYES) FJM & "" /3' 02-13-09 GRADING, STRUCTURAL, AND LANDSCAPING REV FJM I i\ 6-16-0! GRADING REVISION-MAIN DRIVE & STAIRS FJM /o~~::....:;~::+-...::.:;:..=:..::i...=~=::i....:.~~=::.::..::.:.::...;~---+.:..=~T~..:..:......:..::i~:.:..:.::::..:.:;_;;_;~;.::.;.;....;;;;.;;;..;_.:.:..::.:..:....=....:;.;;..:;.:::...._+:..::.:.::~ 1; fl'.l /2\. 02-12-09 SEWER REV-UTIL DEPT COMMENTS FJM / " 5-18-0! GRADING REVISION FJM ~0 H~~=--=-:+-~~~~~-=:~~=.:.::....------+~~Tt"7:'~f---'.~=.~~~===:-=--'.:---:'.~'.'."'."'."'.'~+~~ -e '° u_/..:."1\.~02=--.::.:09:...-.::.:09+-..:.,;Fl~RE=--=-&-=D;.::.OM:.::.:E::.ST.:.:.:IC:....:.::WA.:.:;TE:::;R:..:R.::EVa:.:·----------1-..:.F.::.:;JM~/~i\111,:0.:..3-..:3;.;..1--=0~9 ___;_R:.=.EV.:.:.:IS;,;.;IOa:.:N..:T.:..O ..:.P.::I L=-E .:..CO.:.;.N;,;.;N;:.;EC:..:Tl.:..O N.::S..:&;:....;;;CM;;;.;U:....:.::WA.::LL=----i---;F.;,;JM.;;.....i "--.,., ... t~ NO. DATE DESCRIPTION BY NO. DATE DESCRIPTION BY ..c:: ~ -" 0 ~ o_ X REVISIONS REVISIONS "''-,.__,,. . .._,.._-_,, .......... _, . ....__,.'-.A._,,.__,...._,.._. _,,.__,..'-.A._,AJ ...._,.._._,,.'-.A._,."--"'_,,.__, ·-'-.A-_,,.__,........,.. • ....,.._._,,._.,,..--,__,,.-.....,..-_,,.__,-'-.A-...,,..___,,. • ....,.._-_,"'---'-,._.,,..-_,,.._,,."""'-../'-.A-._A._,,.-,_ ......... _,,.-_.,,.,_.,,._,."-".-..A.J--..A.J-"""'-_,,-'-.A_,,•..._.,,._,-- 3" PVC GATE VALVE • PARKING LOT ' - 111 I 111 '" CONCRETE PLATFORM EXISTING SEA WALL CAP _ MECHANICAL JOINT FLANGED CONNECTION r --✓ '- . ANCHORED 316 SS UNISTRUT CHANNEL W/ SS CLAMPS @ 6' -0" OC (TYP) \_3" PVC J CHECK VALVE 3" PVC FORCE MAIN " I 11 11 -A\ A \ .... '-6" D.I.P. _3" D.I.P. 90" BEND u . 0 0.:1 90' BEND l - PILES_L/1, -m-1---1 1 " \l _/' EXISTING SEAWALL LANDSIDE CONTRACTOR / 6" PVC FIRE MAIN // 4" PVC DOMESTIC WATER 4 ", FORCE MAIN AT SEAWALL CONNECTION I C-116 SCALE: N.T.S ENGINEER CTM BALBOA MARINA WATERSIDE CONTRACTOR SCALE AS SHOWN DESIGNER 201 East Coast Hwy. 1---------M_T_R _________ N_e_w-'-p_o_rt_B_ea_c_h_, _C_A_9_2_6_60 _______ ---t PROJECT NUMBER CAD OPERATOR MTR LANDSIDE DEVELOPMENT PROJECT 6561.03 CHECKER RHM UTILITY DETAILS DRAWING NUMBER PROJECT MANAGER RHM C-116 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T a, 0 0 N ----- a, .:::::.. N :z 0 :::!e ----' ,_I C, :z u ~ " > 0 V) 1n 0 ----' E a_ 0, 0 ,:.: 0, 0 -----"' 0 ;,. 0 '" ~ i :.;. .0 0 "' "' 0 E I _, e - "' 3' _, ,-.: --u I N 0 -<D .,., <D .; E 0 <= " ;_;: -~ ::, 0 >- .3 "' :::, a ~ INSTALL STEPS FOR MANHOLE PER CITY OF NB STD-401-L AND STD-404-L (E) 4" VCP GRAVITY SEWER DROP MANHOLE NEW 3" PVC FORCE MAIN ---,---------- (~ (E) 4" VCP FORCE MAIN (E) 4" CIP (PVC) 'FORCE •~7 \_EXISTING SURFACE NEW 48" MANHOLE PER CITY OF NB STD-401-L NEW 8" VCP GRAVITY PIPE j I'\ I I -----RIM EL. 13.30 MLLW REMOVE (E) 4" VCP GRAVITY SEWER DROP MANHOLE CONNECTION AND INSTALL BRICK AND MOTAR. (E) 48" MANHOLE OCSD CONTRACT NO. 5-12 STA 11+67 CONSTRUCTION NOTES: CD REPAIR DAMAGED LINING IN EXISTING MANHOLE PER DIRECTION AND APPROVAL OF OCSD INSPECTOR. 0 INSTALL AND SEAL PIPE IN NEW MANHOLE USING LINK-SEAL MODEL S-316. SIZE OPENING PER MANUFACTURER RECOMMENDATIONS. NOTES: 1. GROUND WATER LEVEL IS EXPECTED BETWEEN +2' AND +4' MLLW. SEE SHEET GN-100 FOR EARTHWORK AND DEWATERING PROCEDURES. 2. TRANSITIONS BETWEEN LINER AND COATING SHALL BE SUBJECT TO SPARK TEST BY OCSD INSPECTOR. --------- /~, .......,.....,._ ___________ .........._ ----- SECTION NEW CHANNEL FOR 8" VCP GRAVITY PIPE------- PROVIDE BRICK & MOTAR PLUGS FOR INACTIVE SEWER LINE---~ (SHELF) (SHELF) (E) 4" VCP CONTRACTOR TO FIELD VERIFY INVERT AND LOCATION IN (N) MANHOLE. CONTRACTOR TO FIELD VERIFY PIPE MATERIAL AND INFORM ENGINEER. (E) 4" CIP (PVC) FORCE MAIN CONTRACTOR TO FIELD VERIFY INVERT AND LOCATION IN (N) MANHOLE. CONTRACTOR TO FIELD VERIFY PIPE MATERIAL AND INFORM ENGINEER. GRADING AND LANDSCAPING REVISION FJM ELECTRICAL REVISION FJM GRADING, STRUCTURAL, AND LANDSCAPING REV FJM SEWER REV-UTIL DEPT COMMENTS FJM FIRE & DOMESTIC WATER REV. FJM DESCRIPTION BY NO. DATE REVISIONS I / NEW 3" PVC FORCE MAIN BOTTOM OF NEW MH PER CITY OF NB PLAN STD-401-L ELECTRICAL AS-BUILT DRAWINGS REYES GRADING AS-BUILT DRAWINGS (REYES) GRADING REVISION-MAIN DRIVE & STAIRS GRADING REVISION REVISION TO PILE CONNECTIONS & CMU WALL DESCRIPTION REVISIONS FJM FJM FJM FJM FJM BY ENLARGE (E) OPENING FOR (N) 8" VCP BY CORE DRILLING 12" I.D . HOLE IN (E) MH SEAL UPSTREAM SIDE OF OPENING W/LINK-SEAL MODEL LS-4 75-S-316. SEAL DOWNSTREAM SIDE OF OPENING PER OCSD STD DET. S-057. REMOVE (E) 4" CIP (PVC) FORCE MAIN. ENLARGE OPENING FOR (N) 8" VCP. NEW CHANNEL FOR 8" VCP ---- GRAVITY SEWER RECONSTRUCT MANHOLE BASE TO ACCOMMODATE CHANNEL FOR NEW 8" CONNECTION PER APPROVAL OF OCSD INSPECTOR. REFER TO SHEET 3 OF "' OCSD STD DET. S-049 FOR STANDARD -- CONSTRUCTION SPECIFICATIONS. (N) DROP MANHOLE CONNECTION PER CITY OF NB STD-403-L FOR (E) 4" GRAVITY SEWER C 30661 1 C-117 SECTION .J (SHELF) / ( ( (SHELF) I I PLAN ---- INV OUT 4.49 MLLW £ (E) 8" VCP (E) 8" VCP CONTRACTOR TO FIELD VERIFY INVERT AND LOCATION IN (E) MANHOLE REMOVE (E) 4" VCP GRAVITY SEWER DROP MANHOLE CONNECTION AND INSTALL BRICK & MORTAR PLUG. REMORTAR ABANDONED CHANNEL IN MANHOLE BASE. NEW MANHOLE & CONNECTION TO EXISTING MANHOLE DETAIL SCALE: N. T.S ENGINEER CTM DESIGNER MTR BALBOA MARINA 201 East Coast Hwy. ______________ N_e_w-'-p_o_rt_B_ea_c_h_, _C_A_9_2_6_60 _______ ---t PROJECT NUMBER SCALE AS SHOWN IA CAD OPERATOR MTR LANDSIDE DEVELOPMENT PROJECT 6561.03 CHECKER RHM PROJECT MANAGER RHM SEWER DETAILS DRAWING NUMBER C-117 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291Cash & Associates AS - B U I L T c,, 0 0 N ----- .,., ;:.:;- :z 0 :::!e ----' ,_I C, :z u ~ " > 0 V) 1n 0 ----' E a_ "' 0 ,:.: "' 0 -----"' 0 ;,. 0 '" ~ i :.;. .0 0 "' "' 0 E I _, e -~ u I N 0 <D .,., <D .; E 0 <= " ;_;: -~ ::, 0 >- .3 "' :::, 0 ~ Any proposal to install underground utility facilities w~thin the City must use the following procedures and requirements: 1. 2. 3. 4. 5. All new conduits rr.ust be constructed in the parkway per "Parkway Utility trench Detail" (attached) unless otherv.ise approved by the Public Works Department. Final trench restoration shall be performed within ~ne week of removal/installation of facilities. Provide "As-Built" plans within thirty days(30)after completion of the project. Conduits must be a minimum 5 feet from Citv utili~ies unless otherwise approved by the Public works Department. Any sidewalk removal must be replaced in full panels. In add~tion,any existing city improvements/facilities damaged dur~ng constructicn shall be replaced/repaired at the pernitee's expense. Sidewalk shall be restored wi~hin one week of removal/installation of facilities. One sack of slurry backfill shall be used to backfill all trenches,around all vaults, all manholes, and all pothholes or bore pits. Roadway conduit ccnstruction shall conform to the City 1s STI:-101-L (attached), "Trench Resurfacing'", '"Roadway Utility Trench Detail"{Park.way Utility Trench Detail", "Roadway Uti::_ity Pole and Bore Detail 11, and with the following mod~ficd and ~upplcmcntcd rcquirrncnt~: A. New conduits in the roadway shall be installed adjacent tc the existing edge of gutter or curb as close as possible. B, New conduits through the intersection roadway shall be jacked/bored and require a minimum of 1 sack slurry backfill for the access holes. C. All roadway construc.;tion shall n,qu.'._r1::; 11Temporary Street/Alley/Sidewalk closure Pennit" and Traffic Control plans approved by the Traffic Engineer. 6. A construction schedule must be submitted and approved five (5) working days prior to start of work. 7. All underground facilities constructed shall be part of the "Underground SerYice Alert". 8. All facilities shall mest ths Uniform Building Code (UBC) and have Underwriters, Loborotories Inc (UL)Certification Standards or equal those standards as verified by the Bui~ding Department. 9. Adct_:_tional surfacing requirements may be specified by the Public Works Depeirtrnent when trenching work m:cur:,; within pavements less than five years old . CITY OF 1'"EWPORT BEACH APPROVED: PUBLCC WORKS DEPARTMENT KCE NO. J610i rown: Date: Januar 1 2003 UNDERGROUND CONSTRUCTION REQWREMENTS DRAWING NO. STD-105-L-A IEE AAY-4" V 90°BEND ii\ • > GENERAL NOTES: ---.=1_ 0⇒':> v' 45° BEND 22H 0 BEND ~ llG O BEND CROSS TYPICAL THRUST BLOCK 1. Force moln pressure test shell be performed ln accord with cancrete curlng requirements. Concrete shall l:le 560-C-~250. 2. Thrust blacks shall beor against undlslurbed s01l, backfill compacted to 1001' relative compaction, or closs 100 E: 100 slurry. 3. Bearing: areas L x H are computed for test pressures of 225 PSI ln mains laid rn o coheslonless s011 (e=O) with Internal angle of friction of 37•, o unit wefght of 110 PCF, and at least 36" of cover. 4. Bearing areas L x H shall be apprO'lled by the e11gineer where mains: (A) beer against weaker soil than described obove, (B) have less than 36B of cover, (C) will be tested ct more then 225 PSI or (D) ore not represen~d by o fitting or size shown hereon. 5. L ls oppro)(lmately equal to H for smaller thrust blocks. L ls greater than H for larger thrust Olocks. H shOII not e)(ceed trench height. See STD-106-L for standard trench dimensions. THRUST BLOCK BEARING AREAL X H 11' SQUARE FEET Fitting & Size Dead End Tee or Cross 9oaBend 45°'Bend 22H°Bend 11G0 Bend 4" 1.7 2.4 2.4 1.3 0.7 D.3 6" 3.7 5.3 5.3 2.9 1.5 D.7 , .. 6.7 9.4 9.4 5.1 2.6 1.3 12" 15.0 ?.1.?: ?J.?. 11.5 5.8 ? .. 9 16" 26.6 37.6 37.6 20.4 10,4 S.2 18" 33.7 47.6 47.6 25.8 13.l 6.6 24" 59.9 84.6 84.6 45.8 23.3 11.7 30" 93.6 132.2 132.2 71.5 36.5 1R3 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTME:'IT RCE ~O. 36106 PUBLIC WORKS DIRECTOR THRUST BLOCKS Drawn: M. Elias Date: Jan. 2004 REVISIONS Scale: N.T.S. P~CSBRSIPBW\Sh-\CAD ~:rm STll n,n;1,>:um s1.i.<;r1, """"" TD-510-L- FJM FJM FJM FJM FJM BY NO. DATE 3 TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTI_AND CEMENT CONCRE7F PA VEI.IENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5. EXCEPT THAT COMgpETF SHALL BE 8" 71IICK MINIMUM CLASS 560-C-3250 AND #5 DOWEL, 18 O.C. 111711 EPOXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVfMENT S/IALL BE PER STANDARD SPECIFICATIONS SECTION J06-1.5. EXCEPT 711AT: A. ASPHALT CONCRETE SHALL BE Pl.ACED IN LIFTS NOT TO EXCEED 4 • 71IICK. B. APPLY TACK COAT AND FEAJHfR NEW PAVEMENT AS NECESSARY TO SEAL 711£ CONTACT JOINT AND ELIMINATE PAVEMENT DEPRE.SSJONS WIJHIN ONE FOOT OF JHE CONTACT JOINT. * C. COW PLANE EXIS71NG A. C. PAVEMENT (2" MINIMUM OEP7H). EXACT W/01H TO BE DETERMINED BY 711£ FIELD ENGINEER. ** NO PIECES LESS JHAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB ANO GUTTER. EXIST. ** A.C. PVT. EXIST. ** A.C. PVT. * ,a· MIN. VARIES 24" MIN. TYP. * 18" MIN. VARIES 5• MIN. ~-l---~PIPf BEDDING AND--::::-;---....:..-4C.:c_ -~· • ••• BACKFl/.1 PER SW.-106-1. • _ .. ,·. • -·: □--":. _-OR AS 0£JEJIM1NED BY 11/E -·: o·. : . _-. •. • . • FIEl.D ENGINEER . •. • .• ' . .. . . . . -. . . ·. '... ·.: '.· .. • . _... : . : . . • . : . : . : .. F?}!:/:\:r:t\f) f/\\~\:.:r'.\=/)Y.t ASPHALT TRENCH RESTORA noN CONCRETE TRENCH RESTORA T/ON NOTE: STREETS/ALl£YS RECENTI_ Y (LAST 5 'tfARS) SLURRlfD/RESURFACED/BUILT SHALL REQUIF/£ E'XTENSIVE: PAVE:1./E:NT RESTORATION TO BE DETERMINfD BY THE' FIELD ENGINEER. RflASED 6/2002 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. :w;106 TRENCH RESURFACING Date: 2 UQF 1999 Drawn b . M. GRACfA F: "' DRAWING NO, STD-105-L-B BUTTERFLY VALVES 2 3 GATE VALVES -e· Min. 2 Bcdclin,s ' •. , .. -:. ,.; ·. ·._• CONSTRUCTION NOTES: G) Portland Cement Concrete Block Mix 560-C-.3250 @ Rebar grade 60, #4. See note 1. G) No co11aete shall be poured on valve to pipe joint. GENERAL NOTES: 1. All anchor rods are to be fusion bonded. 2, The oncha-black shall be ke)'Eld no leH then 6~ lnta undieturbed sail of the trench wall and rio lees than s· tito the trench bottom, Size should be accordhgly to dead ende 0n SlD-510-A.. J. Anchors are to be Installed on an valves 8" and larger-, unless otherwise noted on plans. 4. VolM anchors shall not be used an valves which are flanged to tHs or crosses which have thrust blocks. CITY OF NEWPORT BEACH PUBLTC WORKS DEPARTMENT VALVE ANCHOR ELECTRICAL AS-BUILT DRAWINGS REYES FJM GRADING AS-BUILT DRAWINGS (REYES) FJM GRADING REVISION-MAIN DRIVE & STAIRS FJM GRADING REVISION FJM REVISION TO PILE CONNECTIONS & CMU WALL FJM DESCRIPTION BY REVISIONS APPROVED: RCE NO. 36106 Tlrawn: M. F'.lia.~ D • n 2 DRAWING NO. C 30661 - - PUBLIC WORKS DIRECTOR Scale: N.T.S. STDD, 003 mw STD-510-L-C "-I I I Chisel "I/' on face of concrete curb In line with val'we. 3" letter, ¼" deep. Valve box ccwer ond rise.- as per S10-511-L A.C. pavement :. ' . :.,··,. Cement mortar lined MJ ductile iron tee with 6" FE outlet '" /,1/~ .,, + iFt ~--.-- .... .'~":i.:s:" '~"', ""-,,j lft -c:/1 8 ""-It of waler main as shown on improvement plan, ~. :· . : .. __ • ffl * Far topping installation to existing mains refer ta STD-507-L CONSTRUCTION NOTES: (D 5• C-900 P.V.C pipe. @ 6" resilient wedge gate valve, FExt.lJ with retainer gland. @ 6"x36" ducUe iron hydront bury. push-on or MJ. G) Fire hydrant shall be bronze e·x4"~~-Jones J-.3700. Hydrant shall be eq1.1ipped with 1-4" outlet normol to curb face and 1-2½" outlet parallel to curb face. In commerclol &: high density zones use brorize 6"x4."x2}S;·~-Jones J-3765 hydrant or s·x+·x4"x2½: Jones J-3775 hydront. @ 6"x6" breakable hydrant flange spool . @ Breakaway bolts and flange gasket; 6 hole pattern. 0 Co9t bronze tapered hydrant outlet cop. Plastic cops are strictly prohibited. @ Concrete thrust block par STD-510-L-A. @ The -tracing wire shall be attached outside the valve riser i.id 1B" of wire shall be drop into the riser from the valve bo~. GENERAL NOTES: 1. Cq:)s &: operating valve stems shall have 1¼• pentagonal operating nuts. 2. All flange bolts shall be t~e 316 stainless steel coated with anti-seize compound (e•cept •here otherwise noted). .3. Point fire hydrant with 2 coats of white, Rustoleum point. CITY OF NEWPORT BEACH APPROVED: PURLTC WORKS DEPARTM"RNT WET BARREL FIRE HYDRANT RCE l\O, 36106 J>UBLTC WORKS DIRECTOR Drawn: M. Elias Date: Jan, 2004 DRAWlNGNO. Scale: XT.S, STD-500-L Siamese pumer fittings, post-Indicator valves ,.,~•='ir=•(D -•-"'-"-("i)='ir= etc. are prohibited oe part of this aasembly. -3 They shall be installed al some point downstream of the bt::low grade 90 • bend. ' 2 ¾" agger. base Profile View: not to scale Sub eel to Fire Plan View: not to scale CONSTRUCTION NOTES: G) Approved double check -..olve assembly. Contact CNB Utnlties Dept. (644-3011) for 11st. @ Long radius 90" bend, FExFE, cement lined D.I. @ Resilient wedge gate valve. OS &: Y w/flanged ends. @ D.I.P. martor lined spool piece (FE). @ 150 lb. ANSI rated flange, Fabricated intagrolly with spool. @ 6n thick cancrete slab. Reinforced with Wl.-4-x W1.4 weld wire mesh. Concrete sihall be C-560-3250 mbt (z) Long radius 90bend, cement lined D.I., FE x FE or FE x MJ ends w/ relciner glands. @ City supply pipe. Class 52 mortar llned pipe w/ polyethylene encasement or 150 (200 where applicable) aebestos oem8flt pipe. GENERAL NOTES: ® Cons1.1mer plpin,;i AWWA approved potable water pipe material, class 150 or lligh&r, @ Adjustable steel pipe support, hot dip galv<1nlzed ofter fobrlcctlon per SlD-522-L Paint to match piping and wiving. @ 8),p(lsis do1.1ble. spring loaded. poppet check vol-..e assembl:y with multiple test clocks. @ Assembly must be matched to the main line assembly to provide lower head loss. @ Ma(7letlc drive, low head loss, b~oss meter capable of readin9 flows from ¼. ta 20 gpm. Rsgister shall record flow,s m unib1 of cubic feet. @ Bronze body, rubber sel!lted boll wive shut-off wlth lever opernloc. @ Install thrust block per STD-510-L-A. 1. All above grode piping shall be painted with an Alkyd Enamel paint system consisting of a 2 mil primer eoat and two (2} coots af 2 mils (each) high gloss cnamd, Color sliall be white, bl1.,1e, red, or green, 2. All below grade ducllle Iron fittings and piping shall be er1cased In accord with "4.WWA standard In on B mil polyethylene wrap. .3. All flange bolts shall be t-,pe: .316 stainless steel. ~echanical joint bolts sholl be mariufaclured from either malleable iron Cf' self-weotherin9 CorTen Sti=el. 4. Bock flow device shall be hstolled ri easement granted to City. f.llnimum size is 5" wide x 10' long. CITY OF KEWPORT BEACH PUBLlC WORKS DEPARTMENT Double Check Detector Backflow Prevention Assembly APPROVF.n: RCE KO. 361015 PUBLIC WORKS DIRECTOR Drawn: M. Elias Date: Jan. 2004 DRAWINCNO. ENGINEER DESIGNER CAD OPERATOR CHECKER PROJECT MANAGER CTM MTR MTR RHM RHM ¾" agger. base from Water Meter View: not to scale ' ' ' ' ' " • • • " • @ • . ' .• • --:, 7 ' • •• Plan View: not to scale CONSTRUCTION NOTES: G) Reduced pres9Ure principle back.flow prevention assembly. De11ice sholl be appro.-ed by the California Department of Health Services. Call the City of Newport 8each Cross Connection Speciolisl far device information at (949}718-3412. @ Concrete pad. 111here installation is not within a coocrete area. GENERAL NOTES: 1. All backflow prevention devices shall be located above ground, and lm1tolled as close as practical to the water meter and shdl be installed in o location that is readily accessible for testilg and maintenance as appro\llild by the Water Division. Backflow devices shall not be installed on city property. 2. lmmedtately ofter lnstallatlon, relocation or repair. all bockflow prevention devices shall be tested by o certified tester approved by the city. No service shall be turned on until the device ls tested and certified after Installation. .3. Ril!u!lrs ond tubing eholl be type ~I('" rigid copp.-ond all fittings shall be solder-joint t!,f)e (or threaded broa) per uniform plumbing code. 4. Sln:Jlner / hose bib shall be upstream before da...lce. 5. City may require a, approved enclosure around backflow In some Instances . CITY OF NEWPORT BEACH PUTlTJC WORKS DF.PARTMTTNT 1" THROUGH 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE 3' -6" ELEV PER PLAN APl'JlOV.lill: RCE NO. 36106 Dmv;.n: M. Elias Date: Jan. 2004 DRAWING XO, 6" PUBLIC WORKS DIRECTOR ELEV PER PLAN EXIST WALK ~6'6 --j..j_l_SEE NOTE 2 • N I NOTES: 1 '-6" 2' -6" #5 @ 16" #5 @ 15" SCALE: NTS 1. PLACE 2" DIA. WALL DRAINS AT LEAST 3" ABOVE FINISHED GRADE. 2. GALV. STEEL WIRE MESH mm) DIA. EACH 1 / 4" (6 ALUMINUM OR 0.03" (0.64 BACKFACE. HARDWARE CLOTH, WIRES mm) ANCHOR FIRMLY TO 3. 1 CF (0.03 rrT) PERVIOUS BACKFILL MATERIAL IN NONWOVEN FILTER FABRIC, SECURELY TIED. BALBOA MARINA SCALE ~ 201 East Coast Hwy. AS SHOWN Newport Beach, CA 92660 PROJECT NUMBER LANDSIDE DEVELOPMENT PROJECT 6561.03 STANDARD DETAILS DRAWING NUMBER C-118