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HomeMy WebLinkAbout1444-D - SPECIFICATIONS NO. 1179 SHEET NO. C-35 - - PROPERTY LINE SIDE 1-] tef t„ ,,, „' ", „* TRANSITION CC-64 I STA 0+95 LINE "A" STORM DRAIN PROFILE SCHEDULE LSTA 2+00 LINE "A" STA 4+60 CHANNEL LINE PIPE SHEET =STA 2+50 C.F.A. ROAD S 00,000,00" E =STA 2+50 C.F.A. ROAD 105.00 RT DIAMETER N0. A 36" C-36 '.'n"iT Y-AGGESS RGAD - - _ - -- - - B 24" C-39 ---- S 000 00'00" E STA 0+49.73 -1 •' SEE( NOTE 7 � C 42"-48" C-37 • S 60 00'00" E �_ R.A. ROAD D 18" C-38 STA 14+72.61 CHANNEL I SWITCH YARD 11.42 RT OFFSET H = q CATCH BASIN it ,3 E 18" C-38 =STA 0+00 LINE "G" (BY OTHERS) I I =STA 1+00 LINE "H" C-62 F 18" C-38 � I A " G 42 C-39 its fit - -- H 18" C-38 ISO- fit- -- jy 21.92' STA 1 +85.16 q LINE "H" - F�d CON 0 FACILITRADIAL GATE =STA 2+97.03 LINE "A" J 18"-39" Q C-40 IPI STRUCTURE =PIPE JUNCTION 4 K 18"-J6" C-41 & C-42 z ______ C-62 L 18 x12" CMP ARCH C-55 STA 4+65 2 FIELD INLET C-62 w S 00° 00'00" E IZPI STA 6+00.00 �= 034106' LT R.A. ROAD S 03° 41'06" W LEGEND: 48.55' RT OFFSET STA 7+00.20 EDC -EMERGENCY DISCHARGE CONDUIT =STA 0+00q- LINE "G" D= 03' 41 '06" RT R.A. ROAD -RESERVOIR ACCESS ROAD Al I I S 000 00'00" E 26' GTE I C.F.A. ROAD - CONTROL FACILITY ACCESS ROAD PROPERTY PI STAS.P. ROAD -SITE PERIMETER ROAD STA 6+59.54 q R.A. ROAD 15.5' L�= 38016'45"20 O.S. ROAD -OUTLET STRUCTURE ROAD LT 2 44.81 ' OFFSET 44.7 IFIELD INLET C-62 =STA 1 +00 LINE "B" 2 I S 38° 16'45" E � FIELD INLET C-62 I 0 ` STA 10+06.87 11 NOTES: S 27 52 52 E I 1. FOR REFERENCE DRAWING, SEE SHEETS STA. 3+85 2 0 500 03'46" RT 2 FIELD INLET C-62 � FIELD INLET C-62 G-2, G-3 AND G-4. PI STA 1+77.50 � LINE "B" 2. FOR GENERAL NOTES, LEGENDS AND 0 =6 2° 07'0 8" RT _j I I ARBREVIA T70NS SEE SHEET C-1. z S 01 °39'29" E J. FOR PLAN & PROFILE OF STORM DRAIN Q SYSTEM ALONG ERWANDA AVE. SEE SHEET C-40. S 000 00'00" W v I 4. FOR PLAN & PROFILE OF STORM DRAIN SYSTEM > ALONG ARROW ROUTE SEE SHEETS C-41 AND 42. 8 G S 00° 09'57" W o f ct Q 0 i 0 5. FOR GENERAL NOTES, LEGENDS & S A 6+85 2 STA 2+25.96 O.S. ROAD B Q QI ABBREVIATIONS SEE SHEET N0. C-1. Q FIELD INLET C-62 9.42' LT OFFSETSTA 5+00.00 2 I 6. FOR HORIZONTAL CONTROL SEE SHEETS = STA 1 +00 q LINE "E" 3 FIELD INLET C-62 V) NO. C-3 & C-4. PI STA. 8+54.3410 = CATCH BASIN II C-62 I Q I O =45'09'572 OUTLET STRUCTURE STA 8+23.00 2 CL7. FOR PLAN AND PROFILE SEE SHEETS STA 13+55 ± STAI . 8+71 .68 Al 2 MELD INLET C-62 m FIELD INLET C 62 C-54 AND C-55 RESPECTIVELY. STA 26+50 R.A. ROAD FIELD IN C-62 15.50' LT OFFSET / STA 13+56 R.A. ROAD i l =STA 1 +00.17 LN."F" 504 - 15.50' OFFSET------ - =STA 1 +00.17 LINE "C" 504 I CATCH BASIN #3 C-69 / \ CATCH BASIN #3 C-6__j\ 45' I I Q W=14.00, D=5.00, V=4.50 W=21 .00, D=5.00, V=4.40 1 0 ° -- ---- 25' ---------- f � ° 03'41 W" ° ' 3" W D I STRUCTURE Exp.,z � * � S 45'00'00" E S 00 --9.42 . S 01065 '. " DROP INLET EMERGENCY DISCHARGE / / I \� 0 STA 4+53.70 LINE C, " I Crv�L F CONDUIT / / I \�\ =STA 2+69.33 LINE D 1 �Of CALF Y Q / " C N00'00'00"E \� MANHOLE C-62 i PEP MErrn � � Y - _-_-- .---_ - " " 2 S STA 0 98 49 TA 16+95.46 LINE L NE "A" CITY C" O RANCHO CUCAMONGA m 0 I STA 2+02.49 LINE F *513'o .. 2 APPROVAL OF PUBLIC FACILITIES ONLY �, C� v w I S88 7 Ekm a_ Ww z_ =STA 7+51.65 � EDC N U -' I I PIPE BOX g " " N88'53 07 W FIELD INLET RECOMMENDED: DATE 10 STA 13+23.12 LINE C STA 7+57.54 1 " " APPROVED BY DATE 6-404.7 � Q J III I CONNECTION S-116 MANHOLE 1 MANHOLE C-62 0 STA 9+02.08 LINE B C I CITY ENGINEER R.C.E. 72-4953 Q > m o � I I PI STA 9+60„30 � LINE "G" 8 p=45'00'00" S-62 PIPE JUNCTION - 4 Q THE METROPOLITAN WATER DISTRICT Q o 0 =45 00 00 RT " " Q=STA 2+28.90 LN. "C" C 62 N89'32'27"E OF SOUTHERN CAUFORNIA " " STA 10+32.20 LINE C z I I 0 STA 10+53.04 LINE "G" STA 13+92.99 LINE C ov cj � o a- I =STA 3+41.65 Ck LINE "E" DISTRIBUTION SYSTEM w Q o I =STA 8+72.59 EDC PIPEABOX70.82 EDC MANHOLE 1 STA 1,7+50.06 S.P. ROAD � z a o I PIPE BOX B C-62 15.50 RT OFFSET ETIWANDA CONTROL FACILITY • Fn � III CONNECTION S- 116 Al CONNECTION S-116 =STA 2+00 LINE "C" -1 STA.0+00.00 LN. "K3" AND RESERVOIR Q > > I STA 14+08.13 LINE "K" CATCH BASIN #3 c 37 FIELD INLET J SEE NOTE 3. 0 50 X00 200 300 w IW=14.00, D=5.00, V=8.80 SCALE IN FEET =STA 12+70.76 (t' EDC A Al K SEE NOTE 4. STA.0+21.67 LN. "K3" STORM DRAINS I CONNECTION S 116 - _ _ 6 =sTA.o+oo.oo LN. "J3" I HORIZONTAL CONTROL w Y - - - - - - v TY LINE CATCH BASIN #3 6-7-91 J.A. AJP ADDED CATCH BASIN ` J.F. BAF CHANGED REF. CALLOUT, GIWP GMS J w ARROW ROUTEranoNs NOTES, LINE DESIGNEE)-Jfj__BAF Q - - _ - - - - - - _ - - - _ - J PIPE DIA. AND ADDED DRA INN KS RECOMMENDED JG WPL GMS Z Q C.B. LATERAL CHECKED BAF N ADDED CALLOUT AND APPROVED C.E. NICHOLS 0u Q 3-29-90 J.A. BAF SECT. REF., STA. CHANGE X L GMS WORK ORDER o L NO. DATE DWN. I CKD. REVISION REC. APP. NO. 4-6290 LOS ANGELES JAN. 1990 B-346 10 DRAWING PREPARED ON AUTOCAD - DO NOT MAKE MANUAL CHANGES PWG. NO. 1 g zlq-D SHT z of r SPECIFICATION NO. 1179 SHEET NO. C-40 ASPHALT PAVEMENT0-17 CFS 0-28.4 CFS STA 75-6527 CL M.H. -� V-0.96 FPS V=4.02 FPS LEFT LATERAL J3 CONST.CATCH BASIN 03 & STA 10,57.60 n-0.013 n-0.0I3 DEPRESSION CASE B L-K=6' .. 1155 - __ _ sf=oAo08 1155 1155. sf-00035" 1155 30' REP. (SEE SHT.0-42) CONNECT Q CONST.JUNCTION STRUCTURE B' __.._....._ ____-_ __.. ..__ .. ., ..... _ .._._...............�............._..._� STA 75-6527 CONNECT 30' R:CP.PER LACF.C.A PER CITY STANDARD 509 A __- -__ GL 1152J4 �- DESIGN HYDRAULIC SIDE CONNECT ION ST ANDARD.2-D224 A=60%B=18",C-4'-6",D, =24';DZ-39' J L CONST. 18'R.C.P.R CONST.MANHOLE A V-8'-6 ,w-I4 -0' -(2000 D), S= - 0.0300 -- � GRADE UNE PER CITY STANDARD 510 E=45,L=65 -1 (- HGL 1153J2 .- HGL 1152.30 A=9(7. SIDE INLET- 30' I �� : E t ::I STA 75-6527 LATERAL 1150...� _..... _ 1/50:,. __ HGL !152.86 11�c0 1150 Q D2-30' ti I . rJ7 0 18' R.C.P. STA 11.42.33 C M.H. -. . „ ._ I I :E _ �:_ _ DESIGN HYDRAULIC -CONST.29A 'LF. CONST.27A'LF. ' E ` ?� ' std ' I (SEE SHT.C-42)� CONST.CATCH BASIN •3 & GRADE UNE ASPHALT PROPOSED f = = f is 18• REP.(2000 D) PAVEMENT 36' R.CP.(2000 D) JO STA 9.11.83 f M.H. MWD PIPELINE " £' Q :: _ PRIVATE UNE LOCAL DEPRESSION CASE B CONST.CATCH BASIN 03 MODIFIED & E I PER CITY STANDARD 504 & 518A S=-02179 IQ S-02415 1145 _ .._..... 1145 45LOCAL DEPRESSION CASE B 1145V=6'-0. W-21-0' V-8'-0',W=14'-O'INSTALL CAST IRON STA!4.20.00P R CITY STANDARD 504 & 518 � MANHOLE HEAD ALtIAMBRA FOUNDRY �....�-._...�a. ;.._...._....._< �.._..... Lu .. �..... j t :..... ....- --� CONST.CATCH BASIN •3 & W 'A-1230 OR EQUAL ATTACH WITH ( f t - r TWO %2' X I %4' HEX HEAD NUTS 1... -- -- - LATERAL J5 PER CITY STANDARD 504 & 5 8 : �- 1140 .... ,..� _„�. �. .:� ,..,... ��..�,.._ :� �.� ...... � .W � ;�.. ---� LEFT LAT LOCAL DEPRESSION CASE I 1140 Q" 1140 1140 s _ " .. .�._„____._.,._..� �. t I l !8" R.C.P. LEFT LATERAL _... ..,_ _,. _ ...� _. LEFT LATERAL J2 i , . . . .. ..... 36" R.CP. ',•� `�-� � _ *��.•_ . - - - - - -._ .. _.. _.- -•--•. _ . . 8' R.CP: -•-7- Ll - _.._.. _ .m._. _. _.-_ w .-, _-_. - •- ,• ----- o �N J6' I Ta 8.94 _ _ _ _. __ __ . •. _ _ ». ».. - - _ CSE+` - -. w URB OUT � ;� ! E � �-., �.,.>,_�:__ _..- w_. .,.. ..,- .. .. _._ ~\ 1 , ____-.-- .. _., .. ..... ., cc ..j �q 1135 1135 E I ,-- - - w n 1. swmm , # l. - - - --- - --- ------------ - --------- - - - - - -- V) N? O E =t I f - -- - - - - - - -- - --- - - - - -------- - - - - - - - - - - - - - -- --- -- - ---- - ----- - -- - - -- - - - - - - -------- - - - - - - - - - - - - f #" "�. ,.':.� 'f'�i�j,{z -,., _.,......--- _- -- _._..... .... .------------- ----------------- ---- ..-- .....,._.. � ♦ �' � Q `�l T _.....� _ ,.... E...!E _ _ .... .. .. _..._,... _._ _.,,.., _....... _ _ _..,,.„ _..... _ ,._...., __.. � s';<' S.... t is.�.:xts .f! O ` Q VI i ,� _ _ :w _ 13 Lu /4V °q W Q _ _ C-41 A f. 0 12 _ � q o v (n � v W 3 Q o a Iii - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - L • - - - - - - - - - -- - - - - - - - - ------------ - ---•-----•--- - -- W r - - - _ - - - - - - - - - - 1 NOO ET NVANDA AVE. 3 �, S Q O „� „ -- - - -- - - - - - - - - --- __w _ __ W Lu `\\1 ...... j.... (. 1 � �, O- _ -- - - - - - - - - - - - -- - -- - - - -- - - - -P - - - - - - - - - - - - - - - - - - - - -K-,-� E�� -n,ar.r... - -- --F- - - - - - - - - - - -- --- - - �_� \ v7 V V�� v' ;' (� t STA 8.96 _ •. 3r> C - - - - - _. _. .. _ _. _. _ :: - - ,; - _ �:. _._. _ _ w.., a cn . ►n M µ - -fQ __ _ . IA MANHOLE - - - - -- - - -- :_ . :.�.� _:�.. �. .-... -- • -- - --- . _.._ .:'_ .- -- - -- ._. ._.._. ._. -• -- - N 4 CONSTRUCT6 0 _.. _._r ....E:f� : . _ . . _.. _ -.. a PER DETAIL ON SHT.C-4/A STA14.20.00 Q d d ? •, " lit ti ) '': I STAJO.83.00 CONST.MANHOLE "A" IQ STA 9-11.83 ;� ', , �r. CONST.CATCH BASIN '3 & STA 11-42.33 PER CITY STANDARD 510 PROFILE J5 C.B. STAE, 11+42.33 • " RIGHT LATERAL CONST.MANHOLE "A" _ IDE INLET-18,D -24' • " _ ' LOCAL DEPRESSION CASE B PER CITY STANDARD 510 A 90,S D. 0 I 'l4' 18' R.C.P. fI PER CITY STANDARD 504 & 518 PROFILE J2 C.B. STA. 9{11.83 INT. STA10.00AO ET1WANDA AVE. =W£ L .: I E C A=90-,D, =24' NOTE: „ ;'" T - CONNECT I8" R.CP.PER LA-C.F.C.D- SIDE INLET-18, D =24' 0 - I 2 /.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO AY E 7 ARROW HIGHWAY �f STA 76 5 JO OW „ z E f ; SIDE CONNECTION STA I0.09.00 �� E-�'_� t �; "� ; ; w.-- : I STANDARD 2-0224,A=60', PROTECT EXISTING UTILITIES CONTINUOUSLY AND NOT BE UNITED TO Q�2 CFS II W f ; ; NORMAL WORKING HOURS EITHER SHOWN OR NOT SHOWN ON THESE DRAWINGS. V=351 FPS R �� :� _ � l3 N T.JUNCTION STRUCTURE 8 .I V W=19'-0' n-0A COS = 8'-Q' PER CITY STANDARD 509 " ;` 0 0 20 4im I 8I 120 ?-ALL EXISTING UTILITIES ARE APPROXIMATE FROM BEST AVAILABLE INFORMATION Sf=0.0059 A-9O',B-3O",C=4'-0', 0-19J CFS 0-12.9 CFS AND SHOULD BE FIELD VERIFIED FOR EXACT LOCATIONS. D/ -39".D2-39".E-3 -3".L-6-5""' V-2.30 FPS V-4Jl FPS SCALE IN FEET O n-0Al3 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE & REPLACE ALL IMPROVEMENTS DESIGN HYDRAULIC Sf-00047 n-0.013 DAMAGED DURING CONSTRUCTION RESULTING DIRECTLY OR INDIRECTLY FROM HIS/HER OPERATIONS. ASPHALT / 0-28.4 CFS Sf-0.0032 0-112 CFS PAVEMENT GRADE UNE V=3.42 FPS V-3.57 FPS 4.THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES 1N 1155.... . . ... .... . . .. .. ... . ..-..... ll5 ... ........� n-0.013 PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER -_ T._."- - - -- n-0.013 _---- - Sf-01015 Sf=0.003 FOR RESOLUTION PRIOR TO CONSTRUCTION,AND SHALL BE RESPONSIBLE FOR HGL 1152.41 - -- 0 DISCREPANCIES NOT SO REPORTED AND RESOLVED. ---- HGL 1153.09 W 5.ALL R.CP.BEDDING SHALL BE PER CITY STANDARDS 513 (CASE Il). IJ50 1150 oc ....._ _.......�_..._......__.._..m_._. -_-.._............_-._..._._.� � � � � 6.ALL STORM DRAIN JOINTS SHALL BE WATERTIGHT PER ASTM STANDARDS C76,C361 AND C443. CONST.467' LF. �u Ln bM _ 1160,... -OJ151 (2000 O) 1160 .E �. .. ... .. w = _-- - _ 1145 1145 W = N � W ASPHALT PAVEMENT 0-112 CFS 0 Q = Lu W � o W ___ - V-VARIES _...- ._ _... .____- _. _.... ._.....__..»_._ ..........R._._.. 3 Q_ o2 , _ _ ---- 0 HGL 1154.41 n-0.013 n ao _ ___--- 1155 - 1/55 : :. _. ._ . » w ._. w:_. . c" _.:. .. _...�." �� ------------ FULL)- ----- - ----- - --- __ ......._._.... _. ......... _..._............ ,....... .. _..........._..._...__ 1140 HGL 1152-30 _ - - -- - - - ---- -------Lu --- ----- -- -- ----- - -------- - ASPHALT PAVEMENT ..... .... ... - _ -- _ - -- - -- - - HGL 1152.86 i Q 0 ►� 1 1160 1160 � it N Q ca 1150 DESIGN HYDRAULIC GRADE UNE :....." .-.. _...« . _:..__". ... .. .,, ..,.: wm _ _»- 1 _�� ��__ _.� -. -_. �-_ ` HGL 115650 CONST.39:0 ' L.F. ¢ '� 18' R.C.P.(2000 D) cz w © 350 S-0.0736 W o v Q S.pp 1155 _w 1155 � . o /4 �} CP :., __"....r_, ..._ ..m »»� ,___ _ ...__.. .::..w�w _ _ _. _-..u_ . _.... M..»» HYDRAULIC - .. a DESIGN v ti °4 W HGL1154.41 V) o g. I I M/•IS' R GRADE UNE a d o vvi � = o, S,0A19 $ W � S L 1150 � � � 4 E ` � 0 1l i150 � S �`S }` N 40 ..m.2 � 3 O O 1140 _ „ „ M S-0.0 !00 0 � C0 `� CONST.273.0 LF. 24' R.C.P.(2000 D) _ STA. 10+83.00 w vi C6 Q 1135 PROFILE J4 C.B. ZQ_ w 1135 m .. _......_, ._w. _: ...� .m� . ..:... : . .._: : ... _..__..:..:...... _._.....m_._. m.,„.w.. _". .... o uu Q z Lu C J v Q $ 8 ci N QROF ESQ/p ., 0 ` o J � ' 2 o o - '+ d- W -- �1 t4 . r - THE METROPOLITAN WATER DISTRICT a a �' �' °° °0 `� `� o `'�` `�� ` `� OF SOUTHERN CAL I FORN I A Q Q Q = _ ►? i W o c~i� W PROFILE SCALE W O v d ' a s z m c_, cn ,,� ,,� cfl � O d O N N r , , tdc 2 5 8 3 O -� O -3 O ~ O c~i� ~ a0 � ' �' �o ` Exp Il-3l-T3 i* DISTRIBUTION SYSTEM cr_ g � o z HORIZ. r=40' W N - - ETIWANDA CONTROL FACILITY Q W J �' J w � a z ? VERT.I'=5' o _ ��r �tvl\- ��� AND RESERVOIR � wo � � � W � o � z o � � ! rn � fOFCAt��p� PROFILE J6 C.B. STA. 14+20.00 STORY DRAINS PROFILE JI� . o z _ o PLAN AND PROFILE > _ / O LINE "JI" , LATERALS "J2", "J-41' ADD PUMP STATION O +L.F. Z-18-9 AG.G uJ5" AND "J6" I p = CONST. _ 24' CITY OF RANCHO CUCAMONGA F � Y R.CP.(2000 D) 1Q 6-7-91 FB AJP ANGE CB ADDS�TATION6 G/W GH DESIGNED GH TB BAF JG WPL GMS cn N � - IPE SIZE. RECOMMENDED DRAWN JDS HV CONST. 920 ± LF.39' + RECOMMENDED : �� DATE Z'�'92- TRUCTURES,LATERAL CHECKED AF APPROVED C.E.NICHOLS CONST.44.7 - LF.39' (I O) ROFILES .0 . 350 �.CP.11400 O) DATEo�-,a - o J CONST• IIA' t LF.39' APPROVED BY WORK ORDER CITY ENGINEER /f�(,�<KJ R.CE.a�+'P N0. DATE DWN. CKD. REVISION REC. APP. No.4-6290 LOS ANGELES Fay. 0 8-34615 o REP.(1350 O) DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG.NO. - SHEET _ OF_Z�0.3 I SPECIFICATION N0. 1179 SHEET N0. C-41 -�- SPECIAL NOTE CATCH BASIN WITHIN ARROW HIGHWAY AND THEIR I8'LATERALS ARE PUBLIC FACIUTIES.ONSITE FIELD INLETS AND STA 0#00.00 LT.LAT.'K3' © 24' THROUGH 36'STORM UNE ARE PRIVATE 2 STA 8.66.94 UNE "K" -STA 62-60.00 ARROW HIGHWAY FACILITIES WITH JOINT USE.ALL IN C-62 FIELD INLET CONST.CATCH BASIN •3 AND LOCAL ACCORDANCE WITH MWD/CITY AGREEMENT -3'07'29'RT, DEPRESSION CASE B;V-4',W-14',D-4' NO.2299 DATED F B.21 O FEB.21,1990. SEE SHEET N0.C-69 FOR DETAIL STA 4.70x88 UNE "K" SEE SHEET N0.C-42 FOR PROFILE 2 -STA 0.21.67 LT.LAT."K2" STA 0.00.00 LT.LAT "K2" 0 2 STA 0.21.67 UNE "K" INSTALL 18"R.CP. ® C-62 FIELD INLET -STA66.56.06 ARROW HIGHWAY C-62 FIELD INLET STAO.00.00 UNE "K" STORM UNE CONST.CATCH BASIN •3 AND LOC -STA.71.0528 ARROW HIGHWAY INSTALL 36"RrCP. INSTALL 33"RrCP. DEPRESSION CASE B; -4' -14' D=4' © INSTALL l8' R.CP. CONST.CATCH BASIN ' - AND L = STORM UNE INSTALL l8' RrCP. SEE SHEET N0.C-69 FO DET L INSTALL 24"R.C.P. DEPRESSION CASE . V 3x8 W D 4 N.86'48'4 STORM UNE STORM UNE -4 FOR PROFILE - SEE SHEET N0.C 2 0 0 LE STORM UNE STORM UNE N89'S6!3'W SEE SHEET N0.C-69 F DETAIL ----------------- v, ____________________________________________________ _ -- t _._.__..�__._..__ ----_� ____.___.—_�.____ _____.___—_—__ �_._._. ..�__.__.EDGE�OF EXISTING A.C. EDGE OF EXISTING A.C. N89'56�13'Wr___._ _ a Z 62 63 64 �65 ARROW 66 67 68 9 HIGHWAY 70 71 7 rn �F::::---•- - _ I � � � --- --- .........,.EXISTING CURB FACE•----___,....36 ..............................................................._,,...-��.......,. 36C ._...........................--------_,.�. __.,,...,_-----•---,.__._..,...,, -----------------,_.,._„__.-•---...,-----..,..................--------••--------....._,.._.,._„ „__,... ...,..., -------------- C� .._.....,. -_ - - -•- ---:---- ----------------------- .d, - -- - - ----- _EXISTING CURB FACE Q . . . . _ ._ . .-------.._ .. _.._.._.._ ..ter.._.. _.. _ 0 20 40 80 120 SCALE' IN FEET Ja3 cFs V-170 FPS 1175 Fn D-15 CFS © - rr0Al3 /lT5 Q 8 CFS Sf-0.0021 INV V-253 FPS V=255 FPS n=0.013 n-O.OI3 f-0.0009Sf-0.0014 117018'RCP. 1250 D 1170 1165 1165 i f FINISH GRADE ' l8'R.CA STORM UNE 1160 S--0x0060 160 �6 ! HGL 1156.86 DESIGN HYDRA UC GRADE UNE i HGL 1155.82 //Ss�2 / { HGL 115624 ' HGL 115695 © /�'4•C.P ------ ---- - ---- --- -- ----- --- ------ - ---- - -- - --------- --- - - -- -------- -- ---------- -- -- - - - ------ ------ --- - - - - - --- - - ------ ---------- ---------- --------- ----- 1155 .... .." 3 24" R.C-P.STORM UNE } i i S--0.0060 1150 _m 33" R.i.P STORM UNE 1150 _ .."."..""." ..": _ N 36" R.C.P.STORM UNE 5--0.0060 S--0.0060 ' Q 1145 W 1145 o W LLJ • C 1140 �v PROFILE SCALE W o W ... o W a z 1140 Cc) HOR/Z. I'-40' Q6 z VERT.P-5' z ? g za N W W _ 1/35 U-1 1135UL jw m vii �i W C=iW W !�uj W c� 6 Q ; 1130 zza = v o - THE METROPOLITAN WATER DISTRICT o Q _ SSS 4 OF SOUTHERN CALIFORNIA CA( � u DISTRIBUTION SYSTEM Lai Q c <� t` "° 27583cx- ETIWANDA CONTROL FACILITY 2 O p 3 r L.J r0 v 3 g $ $ $ Q Q Q s xP ,Q AND RESERVOIR cc� + to OF C A��� STORM DRAINS -t NOTES: PLAN & PROFILE Y /.FOR REFERENCE DRAWINGS, SEE SHEETS G-2, G-3 AND G-4. LINE \\1�" „ „ CITY OF RANCHO CUCAMONGA ADDED , ,H 4 2.FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS SEE SHEET C-l. LINE K 8 6-7-91 FB SPECIAL NOTE.AND 'K3-: DESIGNED J JS RECOMMENDED JG WPL GMS _ W CHANGED FLOWS,GRATE z Q RECOMMENDED DATE ELEV.AND D-LOADS DRAWN JOS APPROVED C.E.NICHOLS V o REF.C/ALLOUT E & CHECKED BAF W APPROVED BY DATE 6-cW' D 3-29 90 JDS BAF CIWPL GMS o CITY ENGINEER : WORK ORDER LOS ANGELES JAN.X990 R.C.E. ' 24953 N0. DATE OWN. CKD. REVISION REC. APP. NO. 4-6290 8-346/E DRAWING PREPARED ON INTERGRAPH-DO NOT MAKE MANUAL REVISIONS DWG.N0. '�`�`�- ! SHEET OF �y r I SPECIFICATION NO. 1179 SHEET NO. C-42 EMERGENCY DISCHARGE CONDUIT SPECIAL NOTE CATCH BASIN WITHIN ARROW HIGHWAY FOR PLAN & PROFILE SEE SHEET NO.0-48 AND THEIR 18'LATERALS ARE PUBLIC 0-7 CFS SEE SHEET S-116 FOR CONNECTION DETAIL 0 FACIUTIES.ONSITE FIELD INLETS AND V-4.00 FPS INSTALL 36"R.CP.STORM UNE 24' THROUGH 36' STORM UNE ARE PRIVATE R.C.P.ATE n- 0,013 0-2 CFS NB9'S6'13'W. FACILITIES WITH JOINT USE. 2000 D 0-2 CFS 18"RCP.ALL IN / V-VARIES i ACCORDANCE WITH MWD/CITY AGREEMENT 170 _ _ - V-VARIES (D 1250) n-0,013 • STAB 70.69 UNEK 1 NO.2299 DATED FEB.21,1990. 18' R.CP. n-0013 (FLOWING PARTIALLY FULL) • I -STA O.49J3 LAT."Kr' (D 1250) FINISH GRADE W (FLOWING PARTIALLY FULL) i DEFLECT UNE 3'07'29'LT. ti • 1165 FINISH GRADE i`" 1165 i/65 i � j� � 3 . .._........ .....:..._..�....:.....:...:_........... ......_.. ._---�� -.a . -": FINISH GRADE DESIGN HYDRAULIC 18" R.C.P.STORM UNE C-65 0 °1 RADE LINER 0 C I8"R.CP.STORM UNE GRADE UNE S--0,0100 I S 0.00.00 LAT."Kl" DESIGN HYDRAULIC S--0.0100 Izt r� -STA 57.57.00 ARROW HIGHWAY 1160 GRADE UNE 1160 1160 w HGL 1157.62 CONST.CATCH BASIN '3 AND LOCAL DEPRESSION ...�.....�...._...... . . . ._ w:.... - ` tr--- 1150 HGL 1157.87 PER CITY STAND 04 AND 518 INSTALL 36"R.CP. HGL 115624 HGL 1156.36 HGL 115558 - - - INV.ELJ157.34 1/50 V-9 '21.00' '4.00' I STORM UNE HGL 1/55.09SHEET NO. R DETAIL N _ _ INV.EU155.83 35' 1155 -- • ,•EU 5 .Q, 1155 N.86'4844'W.- - -_^- - -� INSTALL 18"RE.P.STORY UNE1 45 R.C.P 1150 .STORM -U�,`E -- �W 4 � ...__....___ ...�...... .........,.. $''-0.21/6 ;,iiL _-_____- 12000 DI cn ............ raw; - _ 1=' -`�_ .yw" - - -----,.. ,,. . _. _ . r...................._____............ . :._. .�. ` �o -----__-__; __ _ ,---_,_____ ___ _ _____=--__-; -_- . - •_____________________________________________________ ___� ,: __ 1145 m r 1145 � V 1145 �.,_, _._ .. EDGE EXISTING A.0 _..._WCIO LAJ Y Q 61 u57 58 R 59 60 llG • cr) g --------------------------------------------_______--__-__-___- ,;611, _------------_---_-----------______-_-____-----_---_--___ __-__"_- S m o i �- N �-, � 4- $ EXISTING CURB FACE ........... _. _.. _.Y J _ m - -------.----- - •- -- - - - - - - - - - - - -•- - - - ----- - - --- - - - - - - - • - - - _ - - - - :-f .n� -_- - _ - - - - - - •.. .. .. V'. «�.. �:.. J � LTJ . ._. ._. ._.._.._. ._. ._.._. ._. . W_y . _.._.._.. _.. _ .. _ .._. .... . . _.._.._.. _ .._ .. _. ._ .._.._.. _.._.. .. _ . . Q N W Lu 1 Q W 1 W Q V)9 AJ cc 0 20 40 so Ito a `:' a W) N SCALE IN FEET ... J ' LATERAL "W" LATERAL "'WO" •• 1175 1175 �. � � LATERAL K3 0 �-�:e _ a z 1 ' V) o� z V) c411 0-65 CFS g V-3.68 FPS ' 1170 1170 n-0.013 i /" 0-9.3 CFS ' V-1.89 FPS I 18" R.C.P. 0 Sf-0,0182 W '� n-ODIJ FINISH GRADE (1250 O) pLQ o ~o Sf-0.0009 0 0-29 CFS V 18"R.CP. z Q 1165 V-4J0 FPS 1165 GRADE STORM UNE v) W HGL 115258 GRADE I n-C�.C3l i I S--0,0100 1 PROFILE SCALE ' $f-0.0120 1155 1155 I 0 0-22 CFS _� _. _ —— x.. V 3J1 FPS ' I HGL 1152.68 ---- _ ---_ HORIZ. r-40' L, PRNATE UNE 1/60 ; ± n-0.013 k 1160 HGL 1152.68 0 ___ _ ______ CONST.27,0*L.F.30-R,CP.Q VERT. r-5' . - I (2050 D) S--OD163 ...._.,,-._-_,-„ � ... ...,.. ... HGL 115293 - INV.EU14996 0 DESIGN HYDRAULIC GRADE UNE 11 - 11 1 HGL 1!5509 1 -,.....-m',...: .. ..• ..-.,..��.� I HGL 1153.31 INV. EL 1149.96 PIPE � CONST.80.3 ` Lf.30'R.CP. 1155 - - - - ---- - ------ -- - - - - - - ------------ - - - 1155 (2 50 D) S--OD387 :- - ------------------ - 1145 1145 1145 1145 NOTES. ._ �.. ._ ..._.. m::.. _ 11 Lu / FOR REFERENCE DRAWINGS,SEE SHEETS ti 1150 36"R.C.P.STORM LINE 1150 Y 0 G-2,G-3 AND G-4. Q S--OD060 • uj 2 1140 Il,� FOR GENERAL NOTES, Lo -- ABBREVIATIONS SEE LEGENDS C-1D V) , 36 R.C.P.STORM LINE o d i S--0.0060 3LONTRACTORS TO REMOVE INTERFERING 1145 1145 S W gz Z Z PORTIONS OF ABANDONED SANITARY SEWER Lu 1135 N 1135 T COORDINATE WITH CITY 0 o z � > �* AS DIRECTED BY FIELD ENGINEER j � N ¢ m P.W.INSPECTOR AND C.C.W.D. vi 1140 1140 N ? ti v I- �u d' Q Q W v- n1 ► Lo In cd Lo PROFILE SCALE g ZZ; (Ii ' Cu N v v, � Lu � v v � Q21 b NW N V41 ? � JW Oti � a � 0►� Y W W HORIZ. r-40' a 80 w ,� o � W QZ d z W `� ' VERT.r-5' `^ 1135 `:' `�' b v b o b u Q Q vi W o THE METROPOLITAN WATER DISTRICT izQ 1135 �' g3Qr) w z co S o o OF SOUTHERN CALIFORNIA Zj 1< PROFILE UNE J7' PROPOSED MWD PIPELINE ab DISTRIBUTION SYSTEM . :Z2: uj o w W f - ET NV ANDA CONTROL FACILITY _ o 1130 �, �i ,, 1130 �. I AND RESERVOIR c) N ! Z I PROFILE 'JT C.B. STA. 75.6527 0 � ,� Nj m 4 0 0 STORY DRAINS Q) QROE E !0 �� �� 0 4 N PLAN & PROFILE LINE K LJ V Y O , a a N ;4 4' �: rr ns u n u n a rI s w � o M , N = - " _ 7�8 z. .� LATERALS "KIll K2 v c� CITY OF RANCHO CUCAMONGA I 6-7-91 FBUTILITIES DED J.S.'eSP.NOTE ,�f► JOS JS 8Y BAF w E "K" �' UT II� �'K3' H NGGLDLC. DESIGNED RECOMMENDED JG WPL GMS LIN �ql CI��� ��� RECOMMENDED DATE 'D•LOADS.GRATE ELEV DRAWN JDS HV APPROVED C.E.NICHOLS I F OL4jF n C.B. CHECKED BAF I <I W APPROVED BY DATE6-'�� PROFILES STATIONS, WORK ORDER LOS ANGELES jav-1990 8-34617 O CITY ENGINEER R.C.E. ' 24953 NO. DATE DWN. CKD. REVISION REC. APP. NO. 4-62% r nRAWIIV(; PRFPARFn nN JNTFRrRAPH - f)n NOT MAKE MANUAL REVISIONS NIG.N0. yl-l- D SHT 6 0- SPEC IF ICAT ION NO . 1179 SHEET NO . C-51 0 Lo /5 NOTES: 14 // l 16 7 0 8 14 11 O JL IFOR REFERENCE DRAWINGS,SEE 7 C7 IQ Lu �o 14 /4 l6 9 W r CURB GUTTER A 16STYP- SHEETS NO.G-2,G-3 AND G-4 CONSTRUCT PAVEMENT TRANSITION / r�c� 2 2FOR GENERAL NOTES,LEGENDS & j � ABBREVIATIONS SEE SHEET NO.C-1 v PER RANCHO CUCAMONGA STD C-51 W c !� � 2 c r\ O Q , cp 3 r TYP. 33• 3 FOR C 53 TYPICAL SECTION SEE SHEET N0. DWG.N0.406 0 z m ~ �' ~ ~ �v o °�° Q o NCO 4 o C � � � � � 44 � - �• RAMP 4FOR B.M.LOCATIONS SEE GENERAL �" o o °4 co b ' b d `� :' _ v2 z W a ' M �' 4 � � co a �� Q NO 1 � a NOTES,SHEET NO.C-1 ? � �j � N _��1 � N v a � d�'a cn � 1.- g co 121 SEE SHEET\N0.C JV c� �, ,r, a W Q v, � m C-53 w ti N 35'-\ LD cr MATCH LINE 4 A �o V' ST A. 75.74.10 PROPERTY � V) LL_C-51 I JV) I o o UNE PROPOSED CURB CROSSWALK z JOIN 9 4 / 3 ;AND GUTTER l LINES 6, Lo C-4/A W E : � 5 J C-5l ••�.. —..� —• .— ..� ..•�• .� . —. . � ••�•• � . • � .. �.. . . —.. . . — . . — . . — .. . . — � e ^^'t' Vis : • _ . � �..� �=.� •. � . . � • . .� — . • � �. � . /.� �V ® I FUTURE 11" /5 (vv� ----- 1p Is .nxrnn ..m»nxw.» ....00 _w»x _nxmnnxmn_ rm__ x_ . _ xxnwxm__xxnnx_nnxmnnxx _n nnx � .� nxx _.nx,, .. , n ..x »»� RAMP S _ 1 ,r, _ - -_ /6 DETAIL DUAL RAMP LOCATION l o ' NOT TO SCALE C-5/ /2 T-=4 ----- - --- ---------------- -------------------- ---------- -- -- ------------ -------�- ----- ---- --------- --- 6 -- ---- ~ Z -»—x» w r x w.. 6 7 6 8 �1 B 11 I 5 N 5 Uj - - - - - - �- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - r VARIES ot » -ET I WANDA- _...... ... . n : No •os' 4`E AVENUE W cN1sJ g 9 15 Aa >. 3- IO /8 y 12 REMOVE EXISTING CONSTRUCT 8' _ _ �Yb�J EXISTING A.C. 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EACH FACE, 'L' BOLT (CATALOG N0.91587AI10 BY I �–– ––– ––– – – – – – – – – –– – ASC.STREET—*� MCMASTER-CARR OR EQUIVALENT) 8 -/2-DIA OUTER LONGITUDINAL BARS AND 6-1/2 ' DIA INNER I –––• LONGITUDINAL BARS; OR 72' 1.0.x 7' WALL CONCRETE MANHOLE j �° j 1150 TO BE REINFORCED WITH s6 HOOPS 0 6' C.C. AND •4 1150 � W � 1_.:�::..M_.M.:..-...:.�. ...-..._. .__.�.w...�.,�.._.....–..._.._.�.....�_w� .._�..,....,-...•. LONGITUDINAL BARS v I2' CE. OR APPROVED Z m.. w.:�. w _.. ' � m ..w' "' � 15' LONG 716 ' DIA NYLON COVERED 4. ALL STORM DRAIN JOINTS SHALL BE WATER TIGHT PER v I 2'DIA SCH. 80 P.VE. GALVANIZED WIRE CENTER CORD ASTM STANDARDS C76, C361, AND C443. Q) � i NO.892IT 4I BY McMAST ER-CARR WITH 700 LBS LOAD LIMIT (CATALOG 5. FOR ELECTRIC POWER INSTALLATION, SEE SHEET E-ll . o I 1145 OR EQUIVALENT) 6. PIPE EMBEDMENT MIN. 8'INTO MANHOLEWALL Q z 114511 t ..�.__.- ..M _ .,. x. _r .. .w. m ...:�:. ......_.. ..,. . Q � �, Q o z A 39'R.CP. C) O C-4/A V vi v cc z W Q_ Q) 1140 ' o 13728 INV . i ME NO DATE DWN CKD REVISION R A THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA Lu j 36.92 EL 11 I DISTRIBUT ION SYSTEM 1135 I ' ' _ 1135 - �! Exp 71-21-,t3 � ql Clv%\- ��Q ET IW ANDA CONTROL FACILITY `li C ,A AND RESERVOIR v _ o PUMP STATION PLAN, PROFILE PUMP STATION PROFILE � AND DETAILS _ NOTE: THIS SHEET ADDED TO CITY DWG '1444 PROFILE SCALES CITY OF RANCHO CUCAMONGA DESIGNED AGG RECOMMENDS ,W DRAWN HORIZ s r-4' HECKED AJPG APPROVED Q � �•, ?Q VERT :�-4' APPROVED BY: DATE•�"��� WORK ORDER J CITY ENGINEER R.C.E. NO. 4-6290 LDS ANGELES APRIL 1991 B-34616A CC cc R RAPH - DO NOT MAKE MANUAL REVISIONS DWG.NO. SHT 13 A OF_9 -3 DRAWING PREPARED ON INTERGRAPH - - SPEC IF ICAT ION NO . 1179 SHEET NO . E-113 - } J L TO SCE 00A 1201240 VACII PHASE, 3W (MYERS CAT NO. MEUGO-M 100C/SS. OR APPROVED EQUAL) SERVICE CABINET . 16 METER SOCKET 100 AMP RATED 11 MIN � 1 UTILITY TEST SECTION KWH - UTILITY LANDING LUGS 3" PVC SCH 80 CONDUIT TO SCE MAIN. BREAKER 40 AMP POWER POLE #2268080EI .,i' DISTRIBUTION PANEL WITH GFCI LOAD CONDUIT AREA )M IN I SEE NOTE 3 TYPE BRANCH CIRCUIT BREAKERS FOR RISER BEND CONCRETE BASE 2'-O" X 2'-0" X 8" �' HN LINE ACCESS COVER I • WITH 3-#4 REBAR EACH DIRECTION DEAD FRONT (HINGED) lr— l' INSULATED GROUND .. .... 120VAC DUPLEX RECEPTACLEti Y" X 10'-0' COPPER 2.� BUSHING V4 HP PUMP CLAD STEEL GROUND ROD #2 BARE COPPER GROUND TO CABINET LINE CONDUIT AREA 20A L---� Y8" DIA. X 10'-0" COPPER CLAD i DUPLEX RECEPTACLE --- - --- STEEL GROUND ROD cyl1" RGS CONDUIT TO MANHOLE I 63/4' 20A r I 1" INSULATED GROUND BUSHING WITH PUMP I i MANHOLE LIGHTING I - --- FRONT VIEW I CIRCUIT BREAKER SPACE 1" RGS CONDUIT I N.T.S. SIDE VIEW 6 1/C #12 AWG RHW I SCE POLE #2268080E ELECTRIC SERVICE CABINET N.T.S. _-_-_-------� a,,DIA. P. v C. I NOTE: 34" RGS CONDUIT I _' " SERVICE CABINET WILL BE MODIFIED TO CONTAIN ELECTRIC SERVICE SINGLE LINE DIAGRAM 36 R.C.P. DISTRIBUTION PANEL, AND RECEPTACLE MANHOLE LIGHT SWITCH SHALL BE CROUSE-HINDS CROUSE-HINDS INCANDESCENT VAPORGUARD CAT# MC21261 OR APPROVED EQUAL LIGHT FIXTURE CAT* EVBX240 OR APPROVED EQUAL 6' DIA MANHOLE WITH I (TYPICAL BOTH MANHOLES) PUMP - - I 39" R.C.P. CROUSE-HINDS JUNCTION BOX CAT# GU-16-0202023 OR APPROVED EQUAL CROUSE-HINDS CONDULET a . O CAT* GUAB24 OR ' APPROVED EQUAL - a 1" RGS CONDUIT, TO SERVICE CABINET rT (SEE SECTION A) a ETIWANDA AVENUE T PLAN � = NOTES: 0 ES. N.T.S. o v A gob- — ———— —— 1. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO a - 1 C RGS CONDUIT THE STANDARD SPECIFICATION FOR PUBLIC 3/" RGS CONDUIT WORKS CONSTRUCT ION, SECT ION '209. 3-1/C #12 AWG RHW E� 2-1/C #12 AWG RHW '1 1 v D• (TYPICAL) 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED 3 . CITY BUILDING AND SAFETY ELECTRICAL RGS CONDUIT ° 3-1/C #12 AWG DISCONNECT PERMIT/APPROVAL FOR THE COMPLETION OF THE ' RHW TO MANHO SEE NOTE 4 WORK. THE CONTRACTOR WILL BE REQUIRED TO Q Q PAY ANY COSTS OF INSPECTION OR PERMIT o - FEES, UNLESS SPECIFIED OTHERWISE. ELECTRIC SERVICE CABINET N 1" RGS CONDUIT, 3-1/C #12 AWG RHW FOR PUMP D •: J. RISER BEND AT SCE POLE SHALL BE 3-INCH • 3-11C #12 AWG RHW FOR LIGHTS - SCHEDULE 80 PVC CONDUIT WITH A MINIMUM FLEXIBLE CORD WATER- 36-INCH RADIUS BEND AND SHALL EXTEND 18 RESISTANT TYPE SO INCHES ABOVE FINISH GRADE. CONTRACTOR Q0 , cb 10 C. MAXIMUM LENGTH 10'-0" SHALL MANDRILL CONDUIT FREE OF ALL ET I W ANDA AVENUE ° = OBSTRUCTIONS AND PROVIDE PULL ROPE IN ° ° CONDUIT. •Q ° s a PCC CURB AND GUTTER , o . • • • � •. • 4. SUMP PUMP DISCONNECT SHALL BE A CIRCUIT A.C.STREET BREAKING TYPE POWER CONNECTOR, GROUNDING .. C- 1910 I ° TYPE, 3 WIRE, 3 POLE, RATED 30 AMPS, 480 4'-0` MIN. i VAC, WITH DUST CAP AND BACK BOX. PLUG Q' ° SHALL HAVE STAINLESS STEEL WIRE MESH CORD _ ___ ______ ___ _ __ __ _ _ _ _ _ _ _ _ __ _ GRIP. CROUSE-HINDS CAT. NO. RPC217-014- �' 2" DIA. P.V.0 _ _ _ _ _ _ _ _ _ _ _ 8 " - •0. S01 A-ARE23 SQUARE FLANGED RECEPTACLE WITH DUST CAP AND BACK BOX, AND CAT. NO. � � W =° a PUMP . — - - - - �- - - - . ... . 6-4 0 o v N , ' a . RPCK117-150-P01A PLUG, OR APPROVED EQUAL. Q z 0. a ° D Azz ' v 39'R.C.P. ° D D o v v W > •t ° •a p� •a - Q O C) SECTION A MANHOLE � MANHOLE WITH SUMP PUMP NO . DATE DWN . CKD. REV IS ION REC . APP. +, J N.T.S. �— 1 �,; , THE METROPOLITAN WATER DISTRICT CTB OF SOUTHERN CALIFORNIA SECTION Qy Q SECTION C DISTRIBUTION SYSTEM N.T.S. 1 W 4 N.T.S. E °r �;�� !* ET IWANDA CONTROL FACILITY Fc�A '� AND RESERVOIR RE R R � PUMP STATION ELECTRICAL PLAN, SECTIONS, #CrE: rNIS SHE"cr VD6D rV Crrr Dw4 #*f f AND DETAILS CITY OF RANCHO CUCAMONGA RECOMMENDED W DESIGNED DAP a Q W DRAWN DAP/ � z� CHECKED APPROVED W APPROVED BY: DAT _ WOK ORDER CITY ENGINEER R.C.E.�� NOR4-6290 LOS ANGELES su r. 1991 B-73177 W ocr- DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG.N0. - - ,�M '•a SPECIFICATIONS NO. 1179 SHEET NO. S-/05 I N WITH LOCKING DEV/CE 11-A SEE NOTE 6. I F STEEL LADDER. FORN WITHOUT LOCKING DEVICE 96 INSTALLATION DETAIL SEE / NATURAL GROUND SURFACE // FOR R/W TYPE COVER SEE 4 OR STREET SURFACE. S-107 NATURAL GROUND SURFACE 5-107 I 8'-0' DIA. 18' OR STREET SURFACE. MANHOLE RINGS AS REQUIRED WITH MORTAR JO/NTS. SEE 3 S-105 T-6' FOR REINFORCEMENT �. (224' MANHOLE SEEMIND- 2 c�, : ,: SEE DETAIL C S-/04 6'-0' MIN. AND 8'-0' 3'-0' 3.'-D' MORTAR JOINT I IF72'/.\CONC. 18 3 3 S-105 MAX. OR AS ORDEREDMo� HAMBER 24' MANHOLE , 6'-0' 01A.— /.•5 MORTAR CAP 3' MIN. I C 72'/.D. CONC. MANHOLE 31-3# 2'-g" 6 OR 7 6'x 12#x 61 DEEP THICKNESS. 6'x 12'x 6' DEEP CHAMBER.(SEE NOTE 4) DRAIN SUMP. DRAIN SUMP HOLES FOR A/R VENT � . ••• • •• • ' MORTAR JO/NT NL AS REQUIRED (SEE NOTE 5) 2 S-/05 ��+ =--t o5o12 `V \ � •� �� 12-,PS AS SHOWN v I , Q Q STAT/ON OF STRUCTURE . 4) BOND PREV ENTER i i 3'CL. ' ' •7012 .' l , I A I \� MORTAR S-/05 b i STEEL PILE WITH #7012 . g1 LININ allies—.— I *9012 MORJ V •. AXIS OF OUTLET V I ,: i TO BE VERTICAL irk •`� ''' •5®/2 or IFOR REINF CEMENT 0-4, 5'-4• SEE DETAIL 4'-0' S I B S- 6 J. l0'-8' I 5-105 PLAN 30' P.) SECT/ON B SECT/ON A . ' S-105 S-105 NorEs .•. p . •; : � 1 BOND PREVENTER ON MANHOLE DETAILS l •�.';;.. WALLS AND FLOOR . •� /. GENERAL NOTES SEE SHEET �• "� :� `: r•� _ SEE NOTE 3 5-105 S-99 SHEETS 2. FOR RE NCE DRAWING EE • r. G-2 AND G ' . I ..fin yr' .•.' b b RE ADJOINS • .• iV qj �, � 3. WHEN MANHO S _ '• #3 CIRCULAR HOOPS /NCASEM THE OUTS/D l.5 MORTAR PLACED AFTER ENSIONS AND u n n • ' '' '�� :5 MOR A R P OF LADDER 5' WELDED TO DEVELOP 5' Z Z Z RE/NF CEMENT SHALL BE TH ME AS THE • i.• . O E. FULL STRENGTH OF BAR 21 " o O 4 O / SEMENT. i 5-1074. 72' /.D.x 6' WALL REINFORCED CONCRETE ECT/ON C MANHOLE CHAMBER TO BE REINFORCED WITH TIE WIRES AS ! 8-"3 BARS • ' • '••t:; ��, �,� ��+ HOOPS ® 3'CC. EACH FACE. 8-i� OUTER S-lO5 REQUIRED 4 4 EQUALLY SPACED P::'; ' •.: ••• N ' . , LONGITUDINAL BARS AND 6- INNER LONG- ' BACKFILL TO NATURAL •• % OR 72' !.D.x 7' WALL CONCRETE ''•:.':•. • ' /TVD/NAL BARS; GROUND SURFACE - MANHOLE TO BE REINFORCED WITH *6 HOOPS '' ' , `�N :4:. 't cb ,,� o 6 UNLESS OTHERWISE NATURAL GROUND % ' C.C. AND 04 LONGITUDINAL BARS ® l2' C.C. SHOWN ON PLAN AND SURFACE OR STR T •.� ' ''• ' 'e' � � •' '�.• " " " " OR APPROVED EQUAL. PROF/LE DRAW/NGS SURFACE ��' +' •o;;'o;; ' •' 7' D/A. HOLE CAST V OR ORDERED. '�'.' V V V f5 /N l8' RING ONLY Q • lj 5. FOR A/R VENT DETAILS SEE SHEET S-/06. 3 CIRCULAR HOO V WELDED TO DEV ELOP /! •i• 11• WHEN REOU/RED •: , 4 2 4 '- FOR A/R VENT a• 6. 3 -0STREET TYPE MANHOLE COVER WITH J \ FULL STRENGTH ••r• •''o ' • • a ® o LOCK/NG DEV/CE /S REQUIRED WHEN EQUIPMENT Q OF BAR INSTALLAT/ON • •. • • ; V 1 w ; •4: IV) /S SPECIFIED /N MANHOLE. . V Q Q Q O W - _•� 6 � CO •'�• _ .�: —— ' h h cry TIE WIRES ':•c 7. 7.' �o SPREAD HOOPS •- AT 7' HOLES • v'•• '' AS REQUIRED' I TRENCH EXCAVATION ._ • v LINES. 5� p V mN � �D W ' STRUCTURE OR INCASEMENT ly Q > BOTTOM FOR �o -L'THICK PREFORMED MANHOLE RING DETAILS 3 w NORMAL BEDDING BED N SAND �XPANS/ON JOINT FILLER 5-105 THE METROPOLITAN WATER DISTRICT CQ 0v WRAPPED AROUND PIPE. OF SOUTHERN CALIFORNIA w = W z 8'-8' 73' /.D. PL • ' . 60 . - W o/sr�l6unoN srsr�M • . '' :•' •. 6 • COATING ET/WANDA CONTROL FACILITY z w 10'-8, 97' 1.D. PL .• •• • :••: AND RESERVOIR 0 Z :: ,� r., , ,:;: �:;,,. .,,..:,...,.�. STEEL PLATE Q v o W/DTH OF EiXCAVATION ' Z o L WELDED STEEL PIPE, MANHOLE LINING *REFrR,6NCC DETRIGS C Y, QRoffss STRUCTURES, INCASEMENT AND o ADDED TD CITY D►'✓6. 1494 CIiEf,c E'XCAVAT/ON SECT/DNS AND DETAILS o TYP. AT ENDS OF ALL t ti A DESIGNED__AJ b.-..-.... A V W NORMAL TRENCH DETAIL 4 CITY OF RANCHO CUCAh�IONGA # "E" 2223 = Z STRUCTURES AND INCASEMENTS _ F. Ec ,�1 DRAWN._ S,-. RECOMMENDS. -- N w S-105 Z z-j-�L ter, �;, IZPL > w `� DETAIL 2 RECOMMENDED : DATE r� �.,,_ �, * CHECKED..._........ .............APPROVED.. . . .. _ . •.- . .. _ . l G,c A UPS QQ WORK ORDER i2 x U) w S_l05 APPROVED BY DATE' "� CA LOS ANGELES. JAN. 1990 B-72977 z CRY ENGINEER R.C.E. �O'� 1Y0. DATE DWN. CKD. REVISION REC. APP. NO. 4-5290 E w — •DW(�. AID.' --D 337:" 13--G 4F;?Z-,vAyrn;�, MRV 79-2 3" SmItin P.O. Mm I SPECIRCA TIONS NO. If 79 SHEET NO, S— 106 E I NATURAL GROUND SURFACE OR STREET SURFACE F STEEL LADDER. FO INSTALLATION 96 DETAILS SEE P -107 4j- 154' 4 F N WITH LOCK/ G ' 19 ORNAMENTAL A/R NT //A DEVICE, S NOTE 5. I � N W/THO LOCKING DEV/CE g FOR /W TYPE COVER W W 70' \� Y � UNRE/NF CED CONCRETE t SE 4 W Z F MANHOLE RINGS AS REQUIRED, a amp.II I F MORTAR JOINTS. FOR DETAILS DIA ANCHOR BOLTS iS-1 '` '• SEE _ v/rH 2 NUTS EACH �.t.__. 06 a 3 C W m S-105 ��' k r '7 I A i I S-1066'6' A/R VENTS 'r FOR MANHOLE AND OUTLETEXHAUST I DETAILS SEE I AIR VENT EXHAUST' AIR VENT INTAKE "9' 5-104 ~ �\ `h 0 I c� , � I •; 4 SPACED �C INTAKE AS SHOWN :_-_ M AR JOINT :r... > '► ! ' — 24 ANHOLE ON I ; i i P/PEL/ �' UNREINFORCED I I t 6'x/2'x6' DEEP NO 72' 4D. NCRETE 12 IgR CONCRETE DRAIN SUMP MANHOLE C MBER A INCASEMENT TYPE I ONL Y /0 SECTION F PIPELINE S- 10 6 SECTION E SECTION A S-10 6 r 24' MANHOLE ON NATURAL GROUND SURFACE s- 17 6 PIPELINE OR STREET SURFACE S- 10 n,, w/TH LOC NGDETAIL 3 I IIA DEVICE, EE NOTE 5. '¢ "� `� S I.D. CONCRETE - •7-TOP AND M OLE CHAMBER w N WIT OUT LOCKING DEV/CE. BOTTOM R/W TYPE COVER 4 000 i NA ? . z 3'-9" 3'-95-105 S- 1 os PLAN TYPE I OF PIPELINE (SEE NOTE 3) ' 1 FOR DETAILS NOT SHOWN •4 TIES (8-SETS REO'D.) —" - SEE SECTION E F ORNAMENTAL AIR VE S-10 6 0706-(HOOK EACH IS-1061 /9 F END ALL BOTTOM BARS) ST L , 4� /5 4UNRE/NFORCE CONCRETE f� 96 LADDERFOR /NS LAT/ON DETAILS - INCASEMENT \V SEE �g 72'I.D. CONCRETE .11% — TYPE II ONL Y MANHOLE CHAMBER . \\ S-10 2'-0' SECTION B PLAN NOTES.• \� _ I. R GENERAL NOTES SEE SHEET S- S NATURAL GROUND S-10 /p AIR VENTS NATURAL GROUND S- 106 SURFACE OR STRE 2. FOR R PENCE DRAWINGS S SHEETS AIR VENT EXHAUST 12' 6' AIR VENT INTAKE SURFACE OR STREET SURFACE 8'-0' DIA. G-2 AND SURFACE 6'x12'x6' DEEP J. TYPE I A/R VENT I LLAT/ON TO BE USED DRAIN SUMP b � Z '�• ::: �4 T/ES WHERE HEIGHT 31- A. SHAFT /S LESS i b Z 6' STD. P/P THAN 3'-9'. SLEEVE yrx LONG •.�i` : ; 07 BARS WELDED STEEL PIPE '" R R T 4. TYPE // R VENT INSTALLATION T USED Q I I i O PES RESSED I -' i .,;; • =:�:��: �� WH HEIGHT OF 3'-0' D/A SHAFT � ) CONCRETE PIPE GREATER. x A 6' AIR VENTS, - A 6' A/R VENTS /p EXHAUST & /4 5. 3'-0' STREET TYPE MANHOLE COVER W/TH . PIPELINE INTAKE •4 TIES LOCK/NG DEVICE WHEN EOU/PMENT IS REQUIRED. 5- 10 6 ►. FOR CL/P 6' STD. PIPE 24' MANHOLE ON 6' STD. PIPE 4' EEVE, 6' OR STEEL LADDER PIPELINE SECTIONEE SLEEVE 6' OR T LONG T ONG 96 FOR INSTALLATION 7I.D. ONCRETE S-10 7 DETAILS SEE 2' I.D \0 a- � � MANHOLE CHAMBER ECTION C `� CTION D 5-107 SECTION G SE -"- 5- 106 S- 106 -_� S- 106 Y Q� V w 0 ..J z 3'-9" 3'-9" S-105 MANHOLE ROOF SLAB THE METROPOLITAN WATER DISTRICT v a w Z \� OF SOUTHERN CALIFORNIA z w ►- 7 -6 _ 1 D/STP/BUT/ON SYSTEM o a �1 DETAIL 2 — ET/WANDA CONTROL FAC/L/TY I<- o AND ESER OI R � o PLAN TYPE If S- 106 S 105 A fER ENCS' E"TAILS ONLY MANHOLE STRUCTURE W/STREET o o -XREv SEE NOTE 4) ( TYPE COVERS AND ECCENTRIC 0 U o AnoEo rd c.�rY �►+�4. 1444 o��Ef�ssioy� MANHOLE ROOF SLAB z W AIR VENT INSTALLATION DETAILS 1 CITY OF RANCHO CUCAMONGA ��` cy SECT/ONS AND DETAILS vi w S- 106 # �`M O ?223 i DESIGNED A Z___.—. Q ccn or RECOMMENDED : DATE gfs��a',f�i; _ ,Q L R�COMMEND� w — Z_ZS- DRAWN.:/ a w ��, A� CHECKED._... c? J z APPROVED 8Y DATF�� uP aa�� WORK ORDER '-_.....-.._.....APPROVED.. ----- - - --- w CITY ENGINEER : R.C.E. p�L„ N0. DATE DWIY. CKD. REYIS1oN REQ APP. No 4-6290 LOS ANGELES, JAN /990 B-72978 COPY ,DKA- At. 14qq-ID SOV 13—D of ;U q3 FORK W1 Xa sKEM P.O. 004M SPECIFICATIONS NO. 1179 SHEET NO. S- 107 MANHOLE COVER N VALVE STEM OPERATING NUT N CAST IRON VALVE STRUCTURE WALL /3 H 2-j DIA. PINS /0 STEM COVER ND FRAME (STREET TYPE MANHOLE OR RIGHT-OF-WAK TYPE) � STREET ELEVAT 4 CONCRETE ANCHORS WITH FLAT WASHERS (TYP.) t�: , • �' F FLAT WALL BRACKETS 96A � . Q TOP RUNG OF LADDER ,•a. ;, \ � .'• :�� T ADDER � :•d:,'•::'•• �' F STD. S EEL L AFTER CUTTING - co .a, • 96 WITH LOOSE BRACKETS VALVE STEM TO i WHEN REO'D. AS REO'D. ••°' NATURAL GROUND A ; ',• PROPER LENGTH, :p;.:' SURFACE G :•'•�' f- DRILL 2 HOLES • • •o 1 S 10i '. . �:. 96A FLAT WALL BRACKETS /N STEM TO • MATCH HOLES IN 6' .'d� '.� ''• F VALVE STEM GU/DE • . . F OPERATING NUT 36' DIA. MANHOLE BRACKETS (TYf'•) • ' 64 PLATE • 96B FOR - DIA. PINS •,i •:•.:• p LADDER BRACKETS �• . '•• �' A 6' O.D.x /2 GA. Q REO'D. AT (Z OF ROOF '•• 96 E 72' DIA. MANHOLE BRACKETS I0 CAS/NG 'Z ,. � i SLAB 4 F STD. STEEL LADDER •'•'�'� NREINFORCED CONCRETE 96 20'-G' LENGTHS '•' I ASE MENT } O F VALVE EM EXTENSION 8 � /6 20'-0' L E THS, FOR STEM �' CHAMBER BRACKET S Q � MANHOLE C 5 7 •,►r7(:`j;.}.. i•1, r . /,•5 MORTAR CAP /N {'" ; TYPICAL VALVE STEM INSTALLATION .o: MANHOLE STRUCTURES . •.:. •�:,..�. ONLY i •± SECTION A DETAIL 2 S -107 S- 107 M-/I i TYPICAL LADDER INSTALLATION LADDER f/ATCH I F 3'-0'RIGHT-OF-WAY MANHOLEF 6'-0' DIA. RIGHT-OF-WAY ! 2/3 MANHOLE COVER /74 MANHOLE COVER j DETAIL 1 CONCRETE ANCHOR ' 4 REQUIRED ' S- 107 S- 105, S- 106 1'CONCRETE ANCHOR f' 2-REOU/RED - ' 2/3 RIGHT-OF-WAY MAN OLE COVER /8' S EL LADDER. FOR _ OF INS LATION 1 NATURAL GROUND SURFACE DETAIL SEE 1 S- 107 MANHOLE RINGS Z_ T RAL GROUND SURFACE ' PROVIDEF6 D/A. HOLE FOR ECCENTRIC MANHOLE ROOF :�' N ANHOLE R/NGS AS SLAB OR STRUCTURE ROOF CONCRETE ANCHORS (TYP.) REQUIRED WITH MORTAR - R JO/NTS. SEE 3 STRUCTUR ALL °' `o' 5-105 1 Q p / -9 FOR RCEMENTLAJ '•;: :�. :o: 0 6,_ SEE 2 j 72'1.D. CONCRETE MANHOLE CHAMBER MANHOLE W ? CHAMBER q� b. `3 `3 2 9 4•5 MORTAR CAP 1 r �,•. ,3• 3' MIN. THICKNESS 72'I.D. CONCRETE MANHOLE CHAMBER a 1 pct HALF SECTIONS o CUT, BEND AND DRILL BRACKET TO SUIT FIELD INSTALLATION �• '"���� �• RIGHT-OF- WAY-_ TYPE MANHOLE COVER 2 CONCRETE ANCHOR (TYP.) \'0 /6 VALVE STEM BRACKET MO AR JD/NT o� 24- DETAIL 4 N ES.• o V P PEL/ NHOLE ON S- 1071 ,_ 10 7 /. FOR AL NOTE E SHEET S-/. uQU 72'/.D. C CRETE MANHOLE CHAMBER 2. FOR REFER E GS SEE SHEETS m TYPI L VALVE STEM BRACKET �1 G 2 A3. V I W `� 0 INS T.4 LLA TION W DETAIL 5 DETAIL 3 S- 107 5- 107 THE /METROPOLITAN WATER DISTRICT _ Z OF SOUTHERN CALIFORNIA Z W }- 0 � d D/STRIt�UT/ON S�'STEM a Q ETIWANDA CONTROL FACILITY Z o AND RESERVO/R o o -,1(RffF459erA1C6 DEA1 -S ONLY MANHOLE STRUCTURE WITH R/W RDDED 7b C1rY DIN¢. 1441 �o PROFESS, TYPE COVERS 0 V v O • Wt < 'S- �' TYPICAL INSTALLAT/ON DEFAILS o CITY OF RANCHO CUCAMONGA � z 3 o 2z DESIGNEt� �_._.....__..... vi N DRAWN . �..__ MRECOMMENDED_ s. is. J RECOMMENDED : � a `� w J� � DATE Z-'t��1- elf."V_ •,uaA`• � CNECKED...��'..4►.............APPROVED...... . .�.....:�. .. ..._..._._ V_0' J Z APPROVED BY DATE �F�� aa�P WORK ORDER E w CITY ENGINEER NO. DATE DWN. CKD. REVISION REO APP. NO. 4-6290 LOSS AJYGELES' ✓AN 1990 8-72979 WO MU"n"= CLXA*Mtff nM 4N thiCRGFlLIY:�fl ''"� � �