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HomeMy WebLinkAbout1691-D ' PROJECT BENCHMARK: ; f . . . . , - - . . _ , . _ . - - . a - . _ . , . .- _ , . . , . , ._ _ _ . - . . . , _ . . . . < , - . _ , . ._ , _ _ CITY OF RANCHO CUCAMONCA BENCHMARK NO. 10040: I , . . . < DESCRIPTION FD 1 ' ROUND HEAD BOLT IN CONC CURB _ - - . . . , . _ , . , . . . . „ . , , . W F TH STAMPED 'SB CO BM 01117' AT THE S. . COR OF 00 IL : . 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W 6 , ♦ - Z3. : _ .: , a _ , , , . } < - -- - - - ---- - --- . - - - - --- --- --- - --- -- - - „- _., • i PROFILE SCALES. i - a . . . , : • a . -. _ . . :: . _ . , : : . :. . . _ . > : ; : : . , r , , J r , - a - , - - . 1 HORIZ.. 1 :500 :a _ . . ERT.. 1 .50 ; :, a , :.; J i -,.. ,.. i -� a 2+50 2+00 1+50 1+00 1+00 0+50 0+00 CENTER STREET � • -- -- - - � / I I �� \ � I � , 706rr� 15. �Om � O ----- _ J , m / O - L-, I � I: -- i, I � ,I - - _ , 1 3 �' �� / I; ___- -r I ! I o I I //o. r I \- \� 0 � A 1770VC S cxisfi;7q frees and�p/Qee O i { z .I _ I l wifh Seo.- /Syo% ,o%forws, ,-aceinos4 I ---L- - I * * ;. �� I I= p I \ _�/ // CC$1,,`l7 Syco/170/'e>� 1o,c4fe ,oer I - __ 1.829m CON LINE C I F �_ �� / �' / I . m J � \- \ s e C z Cify /r7,9pecfor.s di/"ecfio�. SCALE 1 50o I -----__--- - SEE SHI 9 13 ` � I J Z R F�. : j©�� 0 R/W / 3 /\ z o z -"' '� I _� o . i I ✓1 \\ _� � U N � ry / z o j I ��\ • 0+54.650 E_C.R. i. I T w n z 0D A. co a I-1 C. - - _ - \I - - w ACCESS RD. E T ACCE F - R W I 1 MEN a0 _ - - - _ -:4- - - _ I i - - - - - - - /" - - - - - -- I � I I I ' Q o Z ' -- -ter E� -p.. PVMT. 1 SS Rp + w N _�� - - -W6"- - � � SB42= __ _ _ �-- - �L- I j + w I w � A.C._ �-�----- � � - - -r- -ter=�8"<- --- t- ! _ \� _- - -- - - - '8 _ - _ - - _ - _ - - - - - _ p � � �� 7 r_\�I` - __ • Q - - - -- -- - - - - I d a� g - -- F { 11 C!� n E ,' i T - s =--- ems- ---_ - - -- r `C...M. I f `\ �` -- - - - ^U W -mom t T - - - __ ----- -- t►�- - H fir % `�" Ij, �� I i - - --- - -- I � I G N - �.T.E.M.H. .___ _ q F ! i, " -_- -_--�- I I �� + - __ _ _ _ - - - _ ��� G� N I T - - -- --___ C------ ----- ---------- I I Q .--c ~ + ` N r-7 ` • T r` °D � EXISTING C&G cw c �:' 12.497 // / �_ n _. __� -7, Gz, I FOO~1,..11 N :2 1 4+19.594 C.L. FOOTHILL BLVD. - 10 s �r I I I i �� -1 - __t � _ �- - -- Lc ljjjjj =0+30.480 C.L. CENTER ST. N I1 , 10.4 I / 1 - zz A.C. PVMT.co O - 3+00.533 FOOTHILL BLVD.= I ��/ I CD -- - -i - - - N $$�-29\37" W + -�- 1 - _ _ ---4 CENTERLINE CHANNEL / 1 f A L ww ? E �- - _ Boulevard I I I i I �j / SEE DETAIL(S), E, � o � o , I ` � � - 1 _ ___ I j, � I � � � LINE A Z - -- I ._.., S.D. EASEMENT z D 3 w __ y__-- { - - - M (STATE ROUTE No. 66) W 3 j 0� - ,� REMOVE AND REPLACE � ( / ET 3 OF 12 W O �j _--_ _ ` N 1 T ►+' 1 �� ( � T _ \ ,- XISTING A.C. PVMT. z � S e - - -- o -- ' O ��-w --__-__._ ---- - - �; W o ,; ._T_ ;__:. - __-------- -Z--' �' ------- I IND AS NECESSARY, _ -� _T - -_ _ - ---- --- + _ - - _ I "' 1 * K ai m o R/W - - - -. . I - -� cry + _ 11 O � � --- -- -- -- #� x Z cit - •° �� _� iii /� -- - - III 40 I 0 i w � � o �� /� T- _.� L -,, I ii �; 4.3rr -� t1.43�"ti-! 1 I I � � Oz Om -- 50 �_ ' �� LINE „A„ R/W_/ -� -- -t > I m�r: I _ I z Y " ~ O M = _j I A � i �� z Q a0 3 E 0 � M w EN��R OEGI / /� _j � X Dow 3� O 0r N m� � G 3 • 0' EIn ,kNib 1x169 �1 `� 0+95.442 MATCH LINE W Z cD . X D N o N- II Q Q _ �Ps� 0G SEE PLAN RIGHT ^ 00 V)� 3 x c0 z II v 3 25 a�� U)i M co Z X N E O v w o o $• h. z b m V) O D Ew W =0Uj Oxo + + O+ m jO Z 10 W Z j 0 0) Z U Z Q Q�N w Q � Z O _; w _0 z HwUaO W � cn w Q H (n - - J Tp_jW U Q II co O XZwWr- Op z (n O m In O 00 W Q O (n N O F_ C7 CENTERLINE PIPE CURVE DATA (Metric) U' z "' o + t N0. R(m) DELTA L (m) T (m) 00 ' Q __j 20 + w , , AO 13.716 90'00'00" 21.546 13.716 s (45.00') (90'00'00") (70.69') (45.00') B\ 13.716 43'37'44" 10.446 5.489 27 - CONSTRUCTION NOTES . DERBISH, CITY OF RAN_ CHO CUCAMONGA (45.00') (43'37'44") (34.27') (18.01) `- OC 13.716 18'09'51" 4.349 2.191 1 CCINSTRUCT 4267rnmX3962mr) (14' WIDE X 13' HIGH) CAST-IN-PLACE R.C.B: PER CALTRANS STD: PLAN N❑. D80. p� -' (45.00') (18'09'51") (14.27') (7.19') � GUERRA 8C RECOMMENDED BY: ;T -QROFEss(oh DEPuROVED BY: � /�-�� R.C.E. ; Q OD 13.716 25'27'53" 6.096 3.100 20 C❑NSTRUCT TRANSITION STRUCTURE NO, 2 PER CITY ❑F RANCH❑ CUCAM❑NGA STD: DWG. NO. 335. �O E. GU '� ASSOCIATES CITY (NGINEER IZcE 3 )979 DATE6-28- 9 Le-- 11} -Ct � (45.00') (25'27'53") (20.00') (10.17') �E F F OE 36.576 46'31'55" 29.706 15.728 25 C❑NSTRUCT MANN❑LE N❑, 3 PER CITY ❑F RANCH❑ CUCAMONGA STD, DWG. NO, 320, oP� �w �c� CIVIL ENGINEERS LAND SURVEYORS T--�' Q (120.00 ) (46'31'55") (97.46') (51.60') m } PLAN AND PROFILE SUBSECTION SHEET , 27 C❑NSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF RANCH❑ CUCAMONGA STD, DWG: NO. 330. U' rn " '" ` I t" 'I ` -' "I FOOthlll Hermosa Storm Drain 5 of 13 � �F 6.858 43'18'53" 5.185 2.722 R.C.E. 29224 X RAA( (CCAMOIl CA 9130 (22.50') (43'18'53") (17.01') (8.93') 47 C❑STRUCT SUPPORT F❑R EXIST. CONDUIT CROSSING. TRENCH PER CITY ❑F RANCH❑ CUCAM❑NGA STD. DWG, N❑, 339. Ph. (909) 987 4.306 Fax (9091 941-1528 A PROJECT SHEET LL FOOTHILL BOULEVARD OG 6.858 43'18'53" 5.185 2.722 . (22.50') (43'18'53") (17.01') (8.93') 50 REMOVE EXISTING TREE. S2 F C t,�P �, ATF OF CAL�F�� BY / DATE BY / DATE � � 5 OF � �. & i3ol-1 � A DESCRIPTION OF REVISION DESIGN crrY IM A DRAWING NO. GUERRA R G E 2 '24 EXP 3 31 03 ENGINEER APPROVED STATION 0+30.48 TO STATION 2+50 METRIC ! b 9/- DANI E / LJ_l _ PROFILE SCALES: , . I , I I f I I PROJECT BENCHMARK:I i i i i i i i i I . HORIZ.: 1 :500 . _ . . . _ . _ . _ _ CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: VERT.: 1 :50 :: : : _ : : . . . : : : : . . . . . DESCRIPTION: FD 1 ' ROUND HEAD BOLT IN CONC. R : . . , , - . - irl STAMPED "SB CO BM 01117' AT THE S.W. COR OF FOOTHILL . . . . BLVD. & ER OS . . . . . . . LV H M A AVE., W F E., EST O B.C.R. . . . :_ . . ob , . ELEVATION: 67.923 _ . . . . , . , . 3 m (1207.097') , . . , - -_ . 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I � : - _ - _. . . : � : i : _ . ,_ . v. 1 c : . _ , . , L44 . . . . 01� W . , . . : _ _ . : : , _ . . . _ . w . 1- i--- _ - . -., j i , i _ . : i f ti(fi _. : - - . . . _ . . . . —— , _ . . , _ . . . . . . . µ may► . . : -, . , . . . , , . #+j - .Nwd , . . N . . -. . _ 0 6 - . . a . . . . . . : .. . 1 , < . , . , I ._. _ _ ''! 47 C"` . . . . . . . . - . . , . . i < . . : , . , : , :-. . . . t a� . . . . . • . . . . . . . . . . . - . . _, . , . . . . _ . , , . . _ _ . . . . — w - , O . I 4 i11 . . . : . . s 02'0 . . . . . . . . . . . . . _ _. . _ , _ . • . , - , , : . . . . . . . . s ._ _ . . _ . . , . . . _ S 0024 , S fl: . -. ,- . . _ . _ _ . _ . . _ _ - - • -- --- -- ---- — --- --- - ---- - -- - - _ -- --,- - - - . - - - — - _ i.-, : - t� L . . . . . . . . . . I . . . . . . _ . . : , : : . 0 : . ----- ------ -� ri __ - _ ,� m I �a an rn +� ,i . i ! I . . I . 1 . 11 j . . . L - ' ' - , , _ _ . . . _ . - : - . . . SII (>0 1� . � Q?. . . . . _ . _ . . _ . . .- O iA O 0 : O __ } M Ir : - M M f j , -1 A - I . I - - - NN 8a �.+ tow U, I� - i Z y . — . . . m w _ - d Q . . > : :-, _ _ + - . - , . - . . .-. - - - 1 - _ . t . .� ­ . 1 — ­ ' � ' _ _' I mor, uE os . - � - . � . , _ _ : : , : : : : t . . , : - ' ' - : _ i . _ : . . : . T 1 iN R �F rr1 ;ULC' 93�' H ' F� IIJ Re✓ Fti;. �( ICT . LIN lJ 2 L ) 0 C Q =64.803im3 _ _ _ . _ "-r - , 1 O i I I . . , . . . - V=8.056rh/S : . . . . . . _ FV 4 1 7m� . 1 I � I - t 6+00 0 5+50 5+00 4+50 V 4+00 3+50 3+00 2+50 2+00 � p Q Ln'q J `I cy O z rn11 CENTERLINE PIPE CURVE DATA (METRIC) Q ~ �o y_ —0 - J Ill 3 , Z - - 1 -)^r • J I (2)81 I ( -------z I I �U I OIt ( U a O I i I ���, N0. R(m) DELTA L(m) T(m) i // �w Z U , Q W m x I L x x OA 13.716 90'00'00" 21.546 13.716 1 E 0 vQ o Q z 14 d f- -I U �.J I E � E � w^ - w w w V)U U IQ_,� jl/1 (� - I N l� � l ' • I :O of Eo0 6 p OZ Y I I - � o>� ■ z w rn O E J AUTOMOTIVE TIRE BO 13.716 43'37'44" 10.446 5.489 - � I , wl z o Z Q L O U E J • SERVICE I I �af,o -m /(t I cn 0 w z 0 r`Q d w cD Z p U X )) � ` II Xwlw �of0 — I (O w �LO E wW J 1 wm,cr L- x 1 (VACANT) OC 13.716 18'09'51" 4.349 2.191 ■ ■ ■ ` J/ I � x mrd _J in J �w E? CULTIVATED FIELD V) roE ~ a r r o x 71Q v i ( ) c0 z w aD z D x ' x �' w � V) Q of ~ w Vn O . w 0 a OD 13.716 25'27'53" 6.096 3.100 ('Q �J� � Z z I-w w w - M U O O- r- v�3 w m (VACANT) Q-' G w N c� f 1 i" QJ m p OU- z _O Z - w E + n m o I l E 36.576 46'31'55" 29.706 15.728 STA. EQUATION ' I ; o�F CSG r U) U �. af I� - c0 U E J ❑ �yy _ ? Q = O -STA.- ENGLISH `N p � v. w E w I- (0 � E Q w 0 ao ►_ - J JJJ �(ENGLISH) r I �j 5)L ,Q. T 4 N_ (n W r) a- p w 1„) rn o S(l AHEAD= STA. +93.01 6r; - „ , �Q, QQ FC)CY II L N Z w • + w ,n Z >t- 0) o J F 6.858 43'18'53" 5.185 2.722 E.C. BACK of I 1_ C�`C�' L< 1�1 + LO x O>O Z c0 of J + J I o w O V L�V O 0 0 p 5 O UOZ - x� cO m� I 0) Q I t. 1 0__ID L � ,O �-,` ^'`-�7, 7 .�-�'.�-`_^'�-`_'.�-` `- G 6.858 43'18'53" 5.185 2.722 cz MATCH LAVE p — 1� oI u � EXISTING RIGHT OF WAY - - - - -� - - W10"- - - - - - - - - - - � - - - - - - - - - M ! 0 / ; I I �, , A .. = _====_____'x_ __ � 4 : ., - � � L . � 11 � . 11 — 47- - - - , - - ef) rn -- -T -- f- _- T _— - „ - - - T - - - - - - - T - _ - - --- - - U G.T.E M H. • Lj 47 - -W6"- - - ---T-- - - - b�,T- - -- - - - W10' - - - - _ - - - -- - _- = -- _ --=--s----- _--=----- - ---------------- --------------- - - - --- -_ ------- --- ----T------. ----- - - - - ------- - -- - --- ---------------------- O _- E T Q _. E _ 48 39 2 I E cE EXISTING CURB & GUTTER --------- N------- m_____ 3+04.800 C.L. HERMOSAAVE. o r, EXISTING CURB & GUTTER z r o EXIST. 450mm C.M.P.C I , 0 a of 7 c6 r � 8+14.331 C.L. FOOTHILL BLVD.= I Go � QI . PROPOSED 250mm WATER LINE SEE LATERAL "F-2", I � � fl >h I I '� aq o � M PER PROJECT SHT. 27 OF 29, SHEET NO. 10. 29 I I T Tj�� o ll1 � (7.50') I I E \ 7 PROTECT IN PLACE. REMOVE EXIST. 45Omm I I - 6 Lll� ----N89'36'18"E � -_ Ill i _ - _ � f_ N 89' 35 51"-E - -4— + -�-- - -- - N 88' 29' 37" W t U O - - N --- I + 5 -I c__ ___w I I I 1 E E E (STATE ROUTE NO. 66) - I r- �- P4 I I E I E a0 `O ao 34 J.S. N0. 3,CASE 2, ui � Z I B 0D N 'n W A-90' 4+02.875 K) 1018 0-4 t� E FUTURE 2150mm o I I I I D _ -_a--- V _ f" R.C.P. DRAIN U N = - - -._ - - - _-- - -- -- __ - __ - - - . ------ --- - __ - - _ __ - - - - ----- ------- f -- - --- -------- - --- -F-- - -- -- --_-.-. +-- ---- -- - --F- --- -- - --- - --_ -4 _ - - 1 �"�-.,�L- ____ - �� -- _ N F ES - --�- + W6" - - - _. - _ - - - - - ::_ : - --_' � PRO Slph � 0 �� -iW10" - I -- k% - - _ _ - - O �Qp \�\' E C�Fq f - tea, -_ I - �_- 13 w - -4� #- �._- a+� __ a , Ap FZ _ • + P �, I - -� .1 -- _ — — __ _ _ �- ( /' E - w S.C.E� EXISTING CURB & GUTTER - _ - -- - • I •;, �' C5 w 1 r? m pq -- --- 1 1 - _ _i _ _ -< - �_ -- __ __ _ r« (3 (n I �/ \ O /, / J EXISTING RIGHT OF WAY ( , - l �` �- 50 ? i0 a i 50 �� `�� x R/WJ j R.C.E. 29224 // _ v �V / 1 I x � +� �, -��----x / m `/ � i I l EXISTING 250mm C.M.L. EXIST. 850 mX61 om / J _"`�' I `` Z I �� --� j U t I � WATER PIPE TO BE ABANDON 39 / _ 1 ) m' a _ ��� ,� � S �P Lu `-� '�N'_ _ CMPA. INSTALL PLUG / CNII f __ (( ) S ��r� � I�g, _ � ) SEE PROJECT SHEET AT CATCH BA'�IN / = _�� J � l � m_ I (VACANT) S0 � TF pF EIfC (u r— w __ 27 OF 29 � I I _ �� I (RESIDENCE) CA w ¢ I /O `� z � R - R I NS 1 It V 1 C)N NO 1 �S (VACANT) / 3 w Z I J I . o o i I ; y . m•• w m `l \\�\\` / \ u5 � 1 � )I �.i.l I S ,r,✓x U II 0) cr F J Q O N U z (j UZ N j ry Z OZ U 1 CONSTRUCT 4267rnr1 WIDE X 3962rnrn HIGH (14' W X 13' H) CAST-IN-PLACE R,C.B. PER CALTRANS STD. PLAN NO. D80. U w E Iz m w + � o j v Q �O m In U 0 2 INSTALL 3200Mr1 (126') R.C.P, STORM DRAIN: O — E M N r- Q z "' 6 NOTE REGARDING STATIONING11 LD F-) O m O ap 0 a F ry �:� // � � p In J 25 M NOTE REGARDING WATERTIGHT JOINTS: 1) ALL STATIONING SHOWN ALONG CENTERLINE FOOTHILL BLVD. � r Q f\ . ~ o 0 5 INSTALL 2150r1r1 (84') R.C.P. ST❑RM DRAIN, 2150-D -� W U J U rn o c~i> m AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH el D 2 �;� N U N pp z Q w v J THE CONTRACTOR SHALL PROVIDE WATERTIGHT U „ � Q^ . + U ,O = E ��Q�` II ' w 0 BASIN LOCATION TIES, IS BASED ON CENTERLINE FOOTHILL PIPE JOINTS FOR ALL PIPES INSTALLED WITHIN c N +n !` // � + + �p c�T U z Q g BOULEVARD STREET STATIONS. v�v ,O 10 � 13 INSTALL 450mm (18 ) R,C,P, STORM DRAIN, 1350-D N X - E w a M CALTRANS RIGHT-OF-WAY IN ADDITION TO s 5 27 1u 21 25 1� E w w E U 0 z ci m LATERALS "C-1 " AND "C-2" AS SHOWN ON THIS 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG 37 14 INSTALL 450mm (18') C,S,P„ 1.63mm THICK (0,064') 't r-w z I-o w zQ ' n N PLAN. WATERTIGHT JOINTS SHALL COMPLY WITH THE CENTERLINE OF MAINLINE CONDUIT o>z�In V) D' ,O o N o CALTRANS STANDARD SPECIFICATIONS SECTION cj O z O� Q L6 W o. 11 SCALE 1 500 61 -1 .02E. GASKET PRODUCT MATERIAL SHALL BE o 21 C❑NSTRUCT TRANSITION STRUCTURE NO. I PER CITY OF RANCHO CUCAMONGA STD, DWG. N❑. 334, cv ��w Z WO 0 z o ^ 3) SEE SHEET NOS. 10 OF 13 (LATERAL "F-2") FOR STORM w + + w "RAM-NEK" OR AN APPROVED EQUAL PRODUCT. DRAIN LATERAL PROFILES AND OR TIE-INS. etNe (0 d r) 0 w m , / ;n 25 C❑NSTRUCT MANH❑LE N❑, 3 PER CITY OF RANCHO CUCAM❑NGA STD, DWG. NO. 320. - O p O g `) F- Q ❑W Z V) 0 0F­__ 7 C❑NSTRUCT JUNCTI❑N STRUCTURE N❑. 1 PER CITY OF RANCHO CUCAM❑NGA STD: DWG. N❑: 330. z a-O v. d CITY OF RANCHO � I DERBISH, `� CONSTRUCT CONCRETE COLLAR PER CITY OF RANCH❑ CUCAM❑NGA STD: DWG: N❑: 329: cfl X w F-� � ~ • W Y 29 O Q��Q - -- --�� -_ - - ---- - `i, + ��WWLULJ J>z 34 GUERRA 8C RECOMMENDED BY: APpPROVED BY: ���.. �d�-� R.C.E. a 34 CONSTRUCT JUNCTI❑N STRUCTURE N❑, 3 PER CITY ❑F RANCHO CUCAMONGA STD, DWG, N❑, 332 (0 6 m z z ASSOCIATES Al /CfTYvENGINEER RCE 3/979 DATE -6-2�g c�l�,� -!a ei 37 CONSTRUCT PIPE CLOSURE TYPE 'A' PER S.B.C,F.C.D. STD. PLAN NO. S.P. 176. CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET PLAN AND PROFILE -,,, &_ CONSTRUCT PIPE CLOSURE TYPE 'C' PER S.B.C,F.C.D. STD, PLAN NO. S.P. 176B. t, : I;, I tl �� t ,i r: RANCH' 7 4306.ti'Fa ( 91-,30 Hermosa Foothill Storm Drain 6 OF 13 Ph._ (909) 989-4.306 Fax (909) 941-1528 � PROJECT SHEET ,� 48 REMOVE INTERFERING PORTIONS OF EXIST, DOUBLE R,C.B„ PLUG AND ABANDON REMAINING PORTION(S) FOOTHILL BOULEVARD H6 OF 29 1-1 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING TRENCH PER CITY OF RANCHO TT 91 tf �' CUCAMONGA STD. DWG, NO, 339 I Lr��l,1 0 DESCRIPTION OF REVISION DESIGN CITY LINE A DRAWING N0. c_ L a &_ REMOVE EXISTING TREE DANI L E. GUERRA R.C.E 29224 EXP 3131103 ENGINEER APPROVED STATION-2+50.00 TO STATION-5+93.02 (METRIC) /6 9�"D l _ .. __.. __ .--------- - _. --------___ ._ ._ __ .- . _ - ._ PROFILE SCALES: - . I . I I I ; ; PROJECT BENCHMARK: HORIZ.: 1 :500 ' . . . . . - ' _ - _ CITY OF RANCHO CUCAMONGA Bt NCHMARK NO. 10040: . . . - V 11 . . . . . . . . . _ . . _ . . - . . : _ . . : _ . . : : -: : _. _ . : : : , . : : - ERT.. 1 .50 - . . : : , . . . __ . _ : :. � - OR OF FOOTHILL - . _ ; , . _ ; - - - - , . , . DESCRIPTION: FD 1 ' ROUND HEAD BOLT IN CONC CURB : . , „ _ STAMPED "SB CO BM 01 1 17" AT THE S W C _ . . .: . :: _ -. . _ BLVD & HERMOSA AV 1 WES F B.C.R. _ . _ : - , : , „ -- - -. _ ELEVATION 367 923m (1207.097') , ' k . : : . �p . . , . . . . , . : � , . � : - : : � : ' '_ ' ' I] ' ' ' ' , :�' : . . - __ j _: . - . 1 : , - . - J. * ' I � ' : . . . I . _ . . 11 � - Y. _' � - " . fl� : - . . , Cs „ - . , 47 - . . . . . - . --- --- - _ _ . . . � . . r' _ : . i , .. . . , , I -1 . . _ . . . „ - t I I : - 14 , . . _ . , _ . _ _:. : , _. . . : _ - . . . . . . . - . : I - I . 4, - . � - I , � . . . . : ' _ - L _ . . I I L I , It _ _ 47 Z U ICI I i , � . ­ . ­ .. . � J_ : : : ' � i� j � : : ' : - - - , 0r: - J _ _ . . - - . . . . Q1 . . . . . __ - 47 , QW.�.w I tl F . - I . . ­ � 1 . 11 I I I � .- I ' ­ -, t ­' � ­ ­ , . - - . - , . . , - . , - . , . Q . _ . . 3 , , . a _ . . - _ , . 1 . _ - -. _ . . - - - . x .-, , , . - o'r t, , < , . . - . ,. , . - I , + ,-, ,4 . . . _ - _ , . - _ . . . . : , - - - . , , . , I I I 1 $- _� _ _ _ _ - . : : - - ­ ­ : _ [ _ 4 . i - ­ . . . � . I � -_ . . . _ . , , >� _ _ . _ - - . - . , __ . _. . � '­ ' 4, I 1 . ---- - - --- - - --- --- -A-I --- - --- -- - --- - - --- - v ff 1 . . - . . . ­ ­ ' ' I . . . . - W - . , . . . . . i : . . . --- -- -- -- -- - -- - --- - -- - - � - -- --- �# - - - + - -- -- -; -- -- - +--- ---- -- -- - - - - - - - - - - - - - - - } - -- - - . . - . . . . r, . - . , . ! -. - . . . . - . - a� , . - , 0 : _ . _ . . . _ _ - - ._ . . . - - . _ Q . . . : . . . , -- -- w : : : .- . . - . O� I h' _, . . . , f ; . - . . . : . . . -. - . . . - - . . �. - . . - - . . . . . , . - , : , _ - - - _ - _ . z I 1 - ._ w - 6 , . . . . . . _ -. _ , -_ - 3 >� : . . _ . -. , . _. : : , _ _ . : , _ . 7 47 : . _ . - - .. . - . - _ . _ . W _ . - . . . . , . . . (!1 . - _ : ._ _ _ - : 1 -- N -9 _ - . . . . _ _ - . Y , : 0: 00 . , , . . , , . . W , , _ W - C .- . . , , . :_ : . . , . : . . . _ . : , , _ , j d� . B. _ . . _ tib -- -- _ __ - _ _ - . _ . . - . , . . _ , _ . . _ . . ... _ . . _ _ . . . . _ - . _ . _ . . . . _ . . . . , . . . . _ --- - - . . . . . . . . . � - - - - • - - -- . - - - • --- - - --- ------ - - __ --_-. - --- - - - 11 o I 11 -- - I „1 v - . . i I -J I -.1 I � 1 , I I I I . I - 1460 , - I I ---- . . 1460-- - . 4D - . . . . . t . . . . : . o . . . % ,nn , . _. pp : pp _ - . , - . : . - - - - . - - IO �c► _ Cp + , tb r� ,. , : .-! . :. , - , : , , - - - . :.:.: M� M M . : : . . I E r 1.J _ , I7 _ : .: . . ;_. : : . .:. _ ,._.: . -- - - , _ . W _ . tAw Enj0 . � - - _ , . - . . . , . , . _ _ +Q� , _ : - ( , UJ J - W - . . - . - > _ . . - {,l _ a . ,. - . . _ _ . . _ _ .-. L. : . . c U Ll M . . . . , . , - - - - . . . . . . . - - _ . . _ . . . . - , - . 3 48m x 048 m • - - _ . _ , . , IRAN fC1DNI 1 - 1 . 1 - 1I :: . r - --- �_ 11 ' ' ,J ( ! : . : .2 m V11 3C X16 I±IN C �" 10 1 V=6. - V�4 1 7m/ . . . . . . . - - - . . - . - . . . 6+00 0 5+50 5+00 4+50 V 4+00 3+50 3+00 2+50 2+00 0 J CENTERLINE PIPE CURVE DATA (METRIC) w o Z � � Q ~ _ 3 ,cn z� �® w O - / � ( F J tr ^ t ! N0. R m DELTA L m T(M) __ I ,• I (z 6 I v :`o W� x Q X �� I�-i �"O m 1 x x ( � AO 13.716 90'00'00" 21.546 13.716 r------i ; E _ z o Q U 14 w w I- z � U ( �-✓ 1H I E E Q� w r--'� w U_ (n° O I� U � Q_'�'�� S (� • i ,� E 0 0 6 O 0_ O z - w O � t ( � B 13.716 43'37'44" 10.446 5.489 I 11 o �G z O E F__ m J AUTOMOTIVE TIRE S O Q I I �z o F- - z-16 F_ p U E ,`1 J V I SERVICE l�� ) cd I I 1_:YI O -OM I-) Q� U < � (D � z O • ° U - 1 i In 0 .w z �, Q w _1d,n E x rr C 13.716 18'09'51" 4.349 2.191 ID I i I X� w �-w O X cD CV E w J F (VACANT) O w 10 Ln u Q � 1 .. D ,,1 � � c� w z VACANT C-) ■ I I I ; i x w w ti Q ttt I__-1,1mf-__-_ �c x J ��` x (CULTIVATED FIELD) II co z .I� `n I w oro z = x o w Q w J= o w o D 13.716 25'27'53" 6.096 3.100 M I 0 ��F� z Z W m cn O V) o p: I� w (VACANT) O CT) +S, O J� 6 J w J U In w , �f J m � " ?, I I v� w o O- > w E r7 +N o E 36.576 46'31 55 29.706 15.728 4 + � m U° z + � I _ � m J O STA. EQUATION ( � rn ( F �Q r` W CONSTRUCT A.C. PAVEMENT/ c� U E� I � + Of Q = CD I I� I tc - w E w co g E Q _ Io 0 00 � ? `s. (ENGLISH) I ! �� G T = OVERLAY, PER SHEET H r7 o w p rn o r AHEAD= STA. +93.016m a I O `' �' 1 L c4 � NO. 13 OF 13. w w z "� > 0? 0 , F 6.858 43'18'53" 5.185 2.722 III P�Q FOO'I'�-i + N x + - + J o T 0 Q E.C. BACK I o p ���` ._ -r_ Lop Z cD rY 'tJ �� co m rn �O V1/EV _ ( �J In 0 �� `�--�'\ --" --^�--^-�- �--- �-` --^'�- G 6.858 43'18'53" 5.185 2.722 J MATCH LINE ZI '_ ', � _ �'J 0��'x rad r_'___ � -_- � L-, �� J O CD ' I oI � � EXISTING RIGHT OF WAY - - - - - - - W10"- - - - - _- - - - - - - - - - - - - - - - - - - a I I __ M -1, _ - G.LE.M.H - -- _ - - - G.T.E.M.H. • �- - T - - - - T - - - - - - _ - T _ -- - - -- - - - - - - -- -- T - - - - - - - -- - - _ _ - - - W _ se ss _ - _ - - - -__ - NOTE REGARDING ATERTIGHT JOINTS. - -w6' - - - - - -- -wlo _ - /X>0 = - - T a - -- -:71 - 47 - -- - -- �TEkI� - -- --- - - - - _ - - - - - - - - E --------- ----- ---------- ----------- ---------------- - ------------------- - - �- I - z ----- - -- - - -- -------- --'7.- -- --- - - --------- --- -------- _ - - - - - o ---------------------------------- ----- - -- O THE CONTRACTOR SHALL PROVIDE WATERTIGHT ----- ____--_------- --- -- - - - E E o o EXISTING CURB & GUTTER N-- -00 - 3, 8 39 ALT- 0 �L � ,,, W PIPE JOINTS FOR ALL PIPES INSTALLED WITHIN 3+04.800 C.L. HERMOSA WE. EXISTING CURB & GUTTER ZI rn o EXIST. 450mm C.M.P. I w 8+14.331 C.L. FOOTHILL LVD.= III 0 0 0010 � m PROPOSED 250mm WATER LINE SEE LATERAL 'F-2", I I v �' �� n CALTRANS RIGHT-OF-WAY IN ADDITION TO Q i PER PROJECT SHT. 27 OF 29, SHEET NO. 10. I I j TNrj h �r V1 LATERALS "C-1 " AND "C-2" AS SHOWN ON THIS - - o PROTECT IN PLACE. 29 11 6 UNE n o PLAN. WATERTIGHT JOINTS SHALL COMPLY WITH Q (7.50') �ll - �11 t 7 REMOVE EXIST. 450mm -L_ _ _ CALTRANS STANDARD SPECIFICATIONS SECTION J N89'36'1-- _- -- - I I E -- - -L�- - --1 - - - - -� - - - -�-- + - - �,P. DRAIN - - + - - - - + - + 88' 29' 37" W 4 V - E N 89' 35'_ 51" E Q 61 1 .02E. GASKET PRODUCT MATERIAL SHALL B a I (STATE ROUTE NO. 66) II °i - y - - - F-r I I 1 E � In J.S. N0. 3,CASE 2, In ab "RAM-NEK" OR AN APPROVED EQUAL PRODUCT. w 1 1 1.524 I B ,� I ` . CA n o _(W250mM)_ 34 A=90' 4+02.875 _� M 1018 - 1-"� 1204.46 --- - - - t� FUTURE 2150mm p I I D S --_- - --- - O V R.C.P. DRAIN -_- v N (k}7j- - F - - - - - F - - --- + -- -- -- -- - -------- -- - --- ----- - ------ �- - ---- 1- -- - --- " -W6"- - - - - iii 7 "� +,4 ^'✓`� --- -- -- -- _ -- - ---- .o. .i , N 0 t j -E- - -- T '� 0 SI 1 - - i pR 0 n .-__,_�\ � �w W10 ► '< 13 �- _-E3S =_ �_ k' ,>aI .. � a� �� --�^- ��F� LFE.SO���C O _- In s --s T i t� ] w -� -`� S.C.E �� EXISTING CURB & GUTTER - O !/ t• �_ • • 1 -r� �- -}, O W ;, oQ� pP ��`,. r - w II E f r I + W • r 3 / Q -- O -1 / / I �� -�� �_EXISTING RIGHT OF WAY p<<`� / ` L - 50 _d 0 a ` 50/ `Y� �- x- J) R/WJ N M L_ / C ��6 vG o � X � - -_.x " J R.C.E. 29224 u I J Q 1 EXISTING 250mm C.M.L. ptT \- / _� J I 4 I ry o - ' WATER PIPE TO BE ABANDON 85 -PSL\ /j < _ C ao a I �� 4111 � `ti ' S1 -- r- - SEE PROJECT SHEET \S\' 5 PS y - 0 H `r2 1P lJ / C IL \ S VACANT N ���--� ! K � O '"�. z w ----- � � N I ._J'^- I y RESIDENCE) 50 V) qT p� Z' I ! ; I U O �l� �� 27 OF 29 Q P•-VG 1 E O _ F OF CA��F .--, I - F Vo ry nr µ J R RAWY+ (VACANT) �g GP GP /// co n p -J� o I VL 00 o - ( 3 z� z Lu I I I ® Q I N W U rn 'l /, , ( , ,� Q R 1 I � � I.! I I 5 �"` N x O J ry Q* J // � p z w 1 O x�m cV m a c�i o z U 4l� ^. z U J = � EX=,0 0 J + v II j = z�•o°' m ,n v � 'i J cow)Q v 00 z o0 NOTES REGARDING STATIONING: �' �� F �, D co m 00 O E 0wQcn� b N 25 + w U; F U .c� N IO-- � 00 _ no oz F- Co >U z M O � m L O M o 1) ALL STATIONING SHOWN ALONG CENTERLINE FOOTHILL BLVD. N U N �O - E II + T v W N AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH ° � -5 . (0 Ln � 0 + = PHASE II STORM DRAIN CONSTRUCTION �wW= E Q W = PHASE I STORM DRAIN CONSTRUCTION BASIN LOCATION STARONssED oN CENTERLINE FOOTHILL o V cV ^ ^,/1 w�z� +� U a14- = 5 � ALT - - -I o=zz w Q 0 z 0 '`0 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG 25 37 h I // � N U Q U L` � � (D o THE CENTERLINE OF MAINLINE CONDUIT �U � 207 1 owz0 v ~ � w N II -- o Z Q cn w '' °r`' u- 3) SEE SHEET NOS. 10 OF 13 (LATERAL T-2") FOR STORM Q Io ALT > d fr a- raj + c + w etNC CONSTRUCT JUNCTION STRUCTURE NO, 1 PER CITY OF RANCH❑ CUCAMONGA STD, H- Co Q 0� m co - "� DRAIN LATERAL PROFILES AND OR TIE-INS. 205 DWG. NO. 330. g w w O w p �' J� �� z cn SCALE 1 500 2 CONSTRUCTION NOTES 25 C❑NSTRUCT MANH❑LE N❑. 3 PER CITY ❑F RANCHO CUCAM❑NGA STD, DWG. NO. 320. 0 =m�F- w >Q 7)7 ° CITY OF RANCHOCUCAMONGA r7 JW;z 11 - ❑NST RUCi 4267rr w IDE X 3962mr) HIGH (14' W X 13' H) CAST-IN-PLACE R.C.B PER CALTRANS STD. PLAN NO: D80. 29 CONSTRUCT CONCRETE COLLAR PER CITY ❑F RANCH❑ CUCAM❑NGA STD. DWG. N❑, 329. � �z z z J DERBISH, - __ t; p % - - - L' ALT 34 GUERRA 8C APPROVED BY: 6� �* R.C.E- RECOMM NDED BY: INSTALL PRECAST 3048r1rn x 3048r,rt REINFORCED CONCREATE B❑X PER CALTRANS STANDARD 34 C❑NSTRUCT JUNCTION STRUCTURE N❑. 3 PER CITY OF RANCHO CUCAM❑NGA STD. DWG. N❑. 332 DEPUTY a 200 DRAWING FILE NOS. XS 4-27, XS 4-28 AND XS 4-29 WITH WATER TIGHT JOINTS: ASSOCIATES CITY ENGINEER RCE 3!979 DATE •28- (,-1,,1 'Ol �t 0 37 CONSTRUCT PIPE CL❑SURE TYPE 'A' PER S:B.C.F.C.D, STD, PLAN NO. S.P. 176. CIVIL ENGINEERS LAND SURVEYORS p AND pgOp� SUBSECTION SHEET &_ INSTALL 2150rIrt (84') R.C.P. STORM DRAIN, 2150-D 39 C❑NSTRUCT PIPE CL❑SURE TYPE 'B' PER S,B,C,F,C,D: STD. PLAN N❑, S.P. 176A. ' /,� 1 ,1 \ � ' i "' RANCHO C i CAMOtiGA- C9 917.30 Hermosa Foothill Storm Drain GALT. OF 13 13 INSTALL 450rnrn (18') R.C.P. STORM DRAIN, 1350-D Ph. (909) 987-4306 Fax (909) 941-1528 &_ REMOVE INTERFERING P❑RTI❑NS OF EXIST: DOUBLE R.C.B., PLUG AND ABANDON REMAINING PORTION(S) FOOTHILL BOULEVARD PROJECT SHEET u &_ 4 INSTALL 450r,r, (18') C.S.P., 1.63mm THICK (0.064') 47 C❑NSTRUCT SUPP❑RT F❑R EXISTING CONDUIT CROSSING TRENCH PER CITY ❑F RANCHO BY / DATE BY / DATE GALT. OF 29 ALT CUCAM❑NGA STD, DWG. N❑. 339 (� to/1't 0 DESCRIPTION OF REVISION HNE ffAff DRAWING No. CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD, DWG. N❑, 335: a�i_ DESIGN CITY 207 &_ REMOVE EXISTING TREE DANT , E. GUERRA R.0 E _9 94 EXP 3/31/03 ENGINEER APPROVED STATION-2+50.00 TO STATION-5+93.02 METRIC l b 9 r'+D ui : , , , _ 4- CITY �_f_JMANHOL N 21 - z CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: oe - 9'14 - - - t FPITF�I IN t - DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB z MA H L N FI IS SURFACE VE STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. t N UO.KLINT-CF-P PL i ELEVATION: 1207.097' _ • a+, E ISTI f2A E OVER CE TE LI PIE I +I N - 7 J&71iv - — -- l w z_ ILL +I I W -- o -- Il I _ H. .L 'n Q H QL - - - _ ._ - - - -- 11 I -�' _ I � n ; 000, it I a 'W I 1 '✓ � I ' In J O I{ I F~Ir n w 1 - IF Z:In z I -- , -ox a II _ 1 ' 1 I I I I 1 •. I ' S_�.0 2 , I I i I I { � E0_ M > I -' >� - O N II 1I u I z -1 Y - O - -- I It t I -- p + > II tI I + +� o I o fl Q ro I 1000 40 - I I S 0. 40 S-0.0040 + - S a ., a _. _.. ; I U : _. _.. - -- -- t i - U a `d °` + Qo N + m m Z w _ ku - N 11 OD n 0D' +l t+ '+� � ` + a0 ' 41 Z N �j + t7 II_ I d 11- > d I—A 11 N'II N r Q O - I - - - O PROFILE SCALES: - 7. L 26 SIA. R:C P•- z r �, • _m 171K I CN HORIZ.: 1 "=40' VERT.: 1 "=4' rna R. . . f ___2 98, -rrm----I i— i I i i 1 1 1 1 7 2 L. 1 s" IA R.c P. 18 19 20 21 22 23 24 25 26 27 28 29 30 0' 0' Q100 = 2288.5 c.f.s. V = 26.43 f.p.s. Qloo = 2288.5 c.f.s. 48' 48' V = 36.2 f.p.s. 24 - C&G 31 , P I 1 i i I \ \ O 34.00-� ------ �= ; _=_ _ - ------- -- O _: --_ (L7x Ofw - rpj w > SEE HERrilA AVE. STREET WIDENING PLANS, z W w _ I .� N i m U ~ a PROJECT SHEET N0. 15 OF 29 FOR Tb� OF I I �' ' _0 II © ` "' I w O -' ----/ - I��i I I II j Q 3 r- ---- ---� \ N W Z i• i z n URB GRAD AT C ASINS, STA. i4 o o -- "' �y �_j X -- - W O U - U (n 1 4111 L� p0' Q + �� l Z I� I I cn _ - _ --- W - - - - - - ----- o ; ' , I Z I I ,� O � J �� } _ _ _ r, I. � I 181 ' + - -� � � N i Q � V , , , _ i.F r � �., <-� ip' I 1 o I - -- - i ___ _i 41 ---- ----------FT 9 'r 4 . :� K. � —+ H I zs n - 6 - - --- ------ - -- ---- -_ ___ --•-__- ------ - -- — -�-8 --- - ----- ----- ----- --�- _ _ _ � 00 4 l _ _ _� --W&- - - - - - - -{ -- o ---- - - - -- - - _ - v 47 6 " N + y 47 \- LATERAL "H-3" o LATERAL "H-1 M �, 1 SHT. 11 ,� ,s z0 ,z 6 �s - 14} 56 1- '-5 'B __ - --- - - - --- - -- - - --- - - - - - S10"— ---- ----- -S10' N S » » - � - - _ - -- - - ---- LATERAL "H-2" - N _ -..__ - . - _ ___ -_.___ _ _ _ _ _. _ -_ -_._ _ — � �. 6. SHT. 11 M N _ I-T— " — — - - _LINE A - - - - - - -- - - - - - - -F - - - — - - — — - - — — — - - -� — — — - - - - — — -W10 — — — — — — 1 _ — z ----- ----- -------------- ---- --- -----� -- ------- ------ --------------------------- ----------------- --------------------- -- --- ---- A— - W8" ----- - \ A _ - _ _ 2 C m i'' i . ' --- --- - - --- -- - ----- ------- -- ----- -- -- -- -- o -- -- -- - - - I ; -- - _ -- seE Cj) N I x 00 _ � Q 6 I I I z ` - RELOCATE-EXISTING.4" GAS w it N I n04 - - - - � o BY OTHERS. � d = w '`? Q r�%� _____ _. �.00' 3Q.(y0' �' o c i , co z o o - w z co -� - •o , � o o r z � U w SA AVEr a 0 00 f O 'Ii Ll a0 w O Q W U N N --` 8 j _ cU ( 43' pp' ,? o o '`'o � � Q o - o N Z�.�� - � J � - 0 O N o Oz,ri II p Iti w w m r U w rn z a ' _ c - H 39 N zII ~ o ~ + + U) 11 III I U _00 (/IU .0 Z o '� W N W N U �._____..-.. O ( j I r'.__ - - - - ------ �� .:1 f\ Z + O N O II i U N M Z N j ----` -�- •_ - - — _ V� � �' I 1' i Im + °' ° c° N �O a 3 o c° � 24 1 iI O I i I I I= ~ z m ON �m Z i 4 O N + Ld Z 28 - - I iI� i - - O _ _ -- -- 9 _-- 3 4 in o m N N U T. C&G ~ 00 = 's C&GJ ~ g� � gQ + 0 CONSTRUCTION NOTES: 22 22 33 24 NOTES REGARDING STATIONING: �® 1) ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE 31 AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH 0— INSTALL 1z6' R,C,P. ST❑RM DRAIN. BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA w -, 0— INSTALL 120' R,C.P, STORM DRAIN, CENTERLINE PIPE CURVE DATA: 0 20 40 AVENUE STREET STATIONS. - SCALE 1"=40' 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG = 6 INSTALL 60' R.C.P. STORM DRAIN, 2200-D NO. RADIUS LENGTH TANGENT ��<<Q�p4E SICn���� THE CENTERLINE OF MAINLINE CONDUIT s 1 1 INSTALL 30' R.C.P. STORM DRAIN, 2250-D ,,11�,��� �� E• G p ti�� '_ 3) SEE SHEET NOS. 1 1 AND 12 OF 13 FOR STORM DRAIN O90.00' 39'56'40" 62.74' 32.71' `+,1` � '!,�` LATERAL PROFILES AND OR TIE INS. 22 CONSTRUCT TRANSITI❑N STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD, DWG. No. 336, �L 'f �a KL 29224 T 24 CONSTRUCT MANHOLE NO, 2 PER CITY OF RANCHO CUCAMONGA STD, DWG, NO, 319. y CITY OF RANCHO CUCAMONGA 28 CONSTRUCT JUNCTI❑N STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. 331, �a`"1 `� ��` crvl�- .<� � DERBISH, � " I GUERRA & - - -- �� Of G111� ���' APPROVED BY: r R.C.E. 7�9�3 RECOMMENDED BY: ,= 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR 'W' AND 'V', �r��iiaiii//!I _� *NOTE: ASSOCIATES CITY ENGINEER � '�� {� DAT 33 CONSTRUCT LOCAL DEPRESSI❑N PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 307, CASE 'B', REQUIRED- ALL STORM DRAIN MAINLINE CIRCULAR CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE CIVIL ENGINEERS LAND SURVEYORS (FOR A TOTAL OF 2 1/2" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE PIPE WALL AND THE PLAN ATPD PROFILE SUBSECTION SHEET 35 CONSTRUCT LOCAL DEPRESSI❑N PER CITY OF RANCHO CUCAMONGA STD. DWG. NO, 307, CASE 'A', INSIDE CIRCUMFERENTIAL STEEL. / OF 13 RANCHO C!'CAti'OAGA. CA' 91;3`0 Foothill Hermosa Storm Drain s: (909) 9K-4306 PROJECT SHEET 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING TRENCH PER CITY OF HERMOSA AVENUE RANCHO CUCAMONGA STD. DWG, NO. 339. Ei ����J/�� ��// Ei E1 56 EXISTING A.C. PAVEMENT OVERLAYS PORTIONS OF OLD P.C.C. PAVEMENT ROADWAY WITHIN THE CENTER 29 BY / DATE BY / DATE OF � i-�(.I DESCRIPTION OF REVISION LINE „A„ DRAWING N0. 26t FEET OF HERMOSA AVENUE. CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE - __ -_ DESIGN CITY (� TRENCHING AND STREET WIDENING. SEE PROJECT SOILS ENGINEERS INVESTIGATION REPORT. DA EL E ���92�?4 EXP 3/31/03 ENGINEER APPROVED STATION 19+45.59 TO STATION 30+00.00 I I D I PROJECT BENCHMARK: 4- t-T-1 I CITY OF RANCHO CJCAMONGA BENCHMARK NO. 10040: MA OL N - -IT-1 2 + 00 CE IN -� - - _ DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB MANHOL N 3 F Fl IS $ FA E OVE STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL 0 BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. w 'v ELEVATION: 1207.097' o o E ISTI G RAE VE CE TE LI PIE - + -- - - - - 1 N 011 = w Ly- � _ _ r Z (n W , v> I �, IIII w z�zo I j - � z a o IaJ 0 II I 71 H N _. Z V) + —. — - _ _ 141 \ \ : I I _.._.. . I o ry I - --- Poo- 11 1 It O g x o I-moo N 0_��iH LL + o z �" oe 71 1 _ 1 �" + > Vi + I I I �Hm� > Q f II If 449 = .060 ' o I I I ti �, S�0• _ .-.. - - - --- „ I 00e m cu at (D � 0� O y N Ck C-1 +Ta N ..ND co II n n J H O N Z W I �. Z 6 V1 O OBD OD p a PROFILE SCALES: �' _ - HORIZ ' 1 "-40' 7. LF. RE T - =3 .9 ps _ 30 00 L.F. - 9' R.0 VERT.: 1 "=4' Q 2 88 S ; _ - - - -- _- 2 s - - 8 .5 C. V p.s_ 18 19 20 21 22 23 24 25 26 27 28 29 30 0' I 50' II i' 3 35 1 i' N p , I a- 31 -- / 31 I Q I at ww - I -- -- - ti I 0 Q Q_ _ -- �! ' Z w SEE ; MOSA AVE. STREET WIDEII G PLANS, �-+ I I oo d� wLj w O Q Ili I I : : s w = m I U 3 ■ © _---_-. ? PROJECT SHEET N0. 15 QF 29, F417 TOP OF .j o `; p `\ J `� m w w , w N W = w o I ( I Q 3 U o 0 ,� o cu\ -- - , L f i i Z I I o I ■ II CURB GRADES A TCH BASINS, STA,--41+48. �•-�� II I �; i �' �'`` o o o o _ --- - k , I Z - I � � .. I � s 00 N a�' 3 0.00 J - �I: � _ .� Z ^ z 0Z, O Z o i + o U ? ©.q0 3(�.QI� ,o vs _' - --- --- - w I I w cn, - I n - w I 0 o ------ - 1 r? 1*. --- - i I 4 �1 _ _. <J-I ♦ 0� o L-a--� ---. .- ---. -_ , ,''-t 8 181 ''-' , ,� m � � •` � � �./` , . 10 0 O O w i T R/W _ _ _ p I ... R/W � � : o - �\ �^ v a l --- M LL - -- .FF -40'1- --- -------- - ... - _ L - _ __ -. - _. -.. _.. _ _ 0 ■ { 0 -� X01 _ O O jI _,. t 1 ��K i, T 4'� _ , 47 _——+— 25 - -- -- --- - --- --- -- - ---.--- - - ---fig__- - - -- - - - 28 00 47 6 +I m ao 47 LATERAL "H-3" "� '`�CN c" ALT. LATERAL "H-1"_ i7 �11 19 20 21 CO 12 6 3-- - --L_. -�.: .a1 14 56 1 ..5 .- 18 __ - - - - .17- - ---_.--- - — --------- - - - ---------.. --- -- - _.._--- --_ _... - _ 202 w - -_ - — /� - - Vl S10" _ __ S10" LATERAL "H-2" I I _.LINE A _, = - __� _ _ -- - - __ �_ __:�, - �' - - - - - - - — - - - - - - - �� O _ - - --- ------- - o •�- - _ ------- - -- ------- ------------ ---- ------ ----------------- -- - - ----70 :t_. N 1 0 --J - -----------G4" ----- --- 22 1 ALT. H 201 __ - �. © __ - © -. � � •� � ,i , ... . SCE " I r.; SCE � SCE ♦ 201 _ .... _....._-. _ I I �4 I �, 00 R/W Ln - . - o I `D - o o z C4 cl�CL = W 0 3 mp ; '� M o + 0 0 Q w w U __ 040'- w 00' � I o o Z ir�o HERMOSA w o z ~ W M o = 18� , - AVENUE T - �-`� j E Z - N z 11 M O ~� w J 0 - 1 - - LL' 1 - 3.00 IL w O 0Ji O o� z o Ina QrN � N w g m d z0 0 - - M--1 39.00 ' 0'`' �_ z N z C) II w 0 Q I w (3 + Q rn rn o+ co o ao �?V oN U?_ - ¢ 3 w m _ N z m N w cn + M = II I ii Ih Q + q + o i O Z Q W(n U p.1 U W M N :41.00' -a c� ,� rn = co o = co _ v� U 17 w N ((/ - ,: I L X31 + �' N m o o c� cn o co z - r - - - --- T, U _ I m I ? Q -Z O co �-I a Q -r,_ •- �... J r- < N I p &G s 48'T- -- - c- z + I Q In In___- :, , � _ ; co Nw -s-�- �, 4N - - t I 1 I I :1 �o d ~ II ~ II ± Q 0wU N = � w !�-. V) �Q V) �Q o>w N U z 0' - - 60' acv U Q 2 o m w r Q Vi f17 aN Qo a�a (n 31 Q N _ NOTES REGARDING STATIONING: CONSTRUCTION NOTES: a o " • 4' --` 1) ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE w — - AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH ( 6 �— INSTALL 60' R,C,P. STORM DRAIN, 2200-D BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA 11 v INSTALL 30' R,C,P, STORM DRAIN, 2250-D CONTERUNE R.C.B. CURVE DATA: 0 20 40 AVENUE STREET STATIONS. SCALE 1"=40' 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG u 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD: DWG. NO. 300: SEE PLAN FOR 'W' AND 'V'. NO. RADIUS LENGTH TANGENT THE CENTERLINE OF MAINLINE CONDUIT LJ 33 CONSTRUCT LOCAL DEPRESSI❑N PER CITY OF RANCHO CUCAMONGA STD: DWG. NO. 307, CASE 'B'. 3) SEE SHEET NOS. 11 ALT. AND 12 ALT. OF 13 FOR STORM 0 35 CONSTRUCT LOCAL DEPRESSI❑N PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 307, CASE 'A', HO 90.00' 39'56'40" 62.74' 32.71' DRAIN LATERAL PROFILES AND OR TIE-INS. s 47 CONSTRUCT SUPPORT FOR EXIST. CONDUIT CROSSING. TRENCH PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 339: *NOTE: 0 56 EXIST, A.C. PAVEMENT OVERLAYS PORTIONS OF OLD P•C•C. PAVEMENT ROADWAY WITHIN THE CENTER DERBISH, CITYQF RANCHO CUCAMONGA 26± FEET OF HERMOSA AVENUE: CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE REQUIRED- ALL STORM DRAIN MAINLINE R.C.B. CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE TRENCHING AND STREET WIDENING: SEE PROJECT S❑ILS INVESTIGATI❑N REPORT, (FOR ATOTAL OF 3" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE SURFACE AND THE GUERRA & RECOMMENDED BY:APPROVED BY: R.C.E. 24953 ALT. INSIDE REINFORCEMENT STEEL. ADJUST TOTAL WALL, ROOF AND INVERT THICKNESS SHOWN ON _ C 201 INSTALL CAST-IN-PLACE 10' X 10' REINFORCED CONCRETE BOX PER CALTRANS STD, PLAN NO. D-80. CALTRANS STD. PLAN D-80 TO COMPLY /RpFES31O� ASSOCIATES CITY ENGINEER �'_,` DATE �� Q �� E. cu, �( ` i -2-1- Cl( 01 ALT. INSTALL CAST-IN-PLACE 9' X 9' REINFORCED CONCRETE BOX PER CALTRANS STD. PLAN NO. D-80. 4� P F CIVIL ENGINEERS LAND SURVEYORS 202 SEE SHEET 9ALT. OF 29 FOR CALTRANS STD. PLAN N0. D-80 (U.S. CUSTOMARY UNITS VERSION.) ` oP �� 2C PLAN AND PROFILE SUBSECTION SHEET ALT. z .: 7 ALT. of 13 204 CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. w m RAM1'('HO ('(-CA,g0_%(,'A CA 91730 ALT. R.C.E. 29224 X (9091 .987-4306 GoKf2ECTED GATc.H 13MAW "0 @ �,TATION Foothill Hermosa Storm Drain PROJECT SHEET LL 205 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 330. I I+4S .DO 1IOIZTH � SOOTH 9/2/99 3 n ALT. CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 332. `r� CN I\- ALT. L a�P BY / DATE BY / DATE HERMOSA AVENUE 7 ALT. OF 29 206 �Tf OF CA-�F �-���� 0 DESCRIPTION OF REVISION LINE "A" — ALTERNATE DRAWING NO. ALT. CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 335. �- — _ __ 4 DESIGN CITY 207 DAN 'L E. GUERRA R.0 ,. 29224 E P,313110-3 ENGINEER APPROVED STATION 19+45.59 TO STATION 30+00.00 I'RuJ t,( A' 13E\ - 1MARK , CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB z STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. ELEVATION: 1207.097. a LIZ - EXISTING COZADO RCE ER INE PiP o 1J O O U Z - N Cf NTE RUNE - rn , f j op- , i , i -� 47 - I _ ' - i _.. 47 : 170 s ;Q wo 3 wc-o ovow x 8P t I __. _ —F— t _ 22 I • I { 'S 1 S 0• ,,,�, i I I lru � G o O 92 _ N N - _ - -- -- N�09 _ - •-• 0.0 92 Z 1z -- - -- - j = 2 .5 C.T.J. C NS UC 1 3.0 L. 1 0 DIA R. .P. ' t 3 _. ec _ 11 A ON P01 �+g 9.3 z �, o J.S, NO. 2 I rn PROFILE SCALES: - ri - `° 01 LLLL 22 8. c.fS. 1 33.25 f.p. - - HORIZ.: 1 "=40' z 1002284.5 - - - - 12o DI . R C-� - - 2 5 #s 33 25 + 68. 0 F. -- - VERT.: 199=4- - Z - 30 31 32 33 34 35 36 37 38 39 40 41 42 II II Li 35 > 28 31 Q Ln Q Q rn o M 26 L w I w ' �� - �J' cn V) OD - O v p cv 3Li w w U * 1, - - O -ORo -, tip z z _ I Q g - ---- --- ; N � �9 ' r7lEJ O; r� a i r '; 0. 000 l _ r \ !,0(j M %' rn t 60 30.¢0 ,.� ,�y / + ;J o� I. z 1 18 18 1 Z + Z + I C-4 - 1 w U? - - --- - --- --- - p o+ N U �� d --- -----� ----- -- - LATERAL"H-4" ? - - LINE A - aQ j { 8 -- I 1 _ SHT. 1 1 z g ----------------------- 4- sn 4a N 8 rl : 34 - 3S � 36 37 38 __ ----------39 -- --- - - 40 --- -- -----.___---- - +- —_..__. - - --�--•--_- _.-_--_- - - � M 3S 321 . __ _. . 33 -.__._.-- -...._....--'-- - ----._. _.�- _.____-.--. _. __ _.... ----_-----_r..- -- - --__.._-. --..._ _ ---------� - - - --_�. ----- - -- _._.___._•-__.. ..-. ---_.__. _ .-___.�._ - ---..`--_, _ _ _ z '0 --- - -- - - -- - -- - - -- - - - =N-- - - -- J -- -- - -- - - --- --- O _ o z 0 3 z3 I '0 �� \ LATERAL 11 nSHT. 11 z zs z9 30 3, "H-6" Q z' I I za — �- - - zs zs LATERAL "H-5" - - --- -- - - - - - - - - - - - - 32 N +I O 3 f!j o 0 56 11 i0 - 56 1 1 - - - - - - - - - - - - - - --� -� T �I O o N O v N " — — — — — — — � — — — — — — — — — (n \ 1 I -� -�1E— — — — — - - — — —1Af$' —1Al$ - _ _ _. _ - _ - _ . . - �p - ' I c� C $ I II _ 1 00 w � ! f � -- 3 30.00' cD 0 0 0- ? i i + j Z 00 - - ti C14 --- - - !n -- o - Q II I I �� - - t ! - - I Iii 3 ( w I I � 00 \ Z U Zp N w U i ! - w __ ___ __ _ a - — --- ---- o °° i ; _ _ I w - - + -- ---- - _ -� -- v I co ,� Te L'' �_ 1 _ N : I Q U i �• / it N _ - i I, � 01 L + � Ljtoo L0 i. + _cDi �� i 1 I . I I �, t j O II 'i ' 1 ! I I11-4 31 I r �� 1 -\. \ �' —j : +' Z I I+� V ' l 35 M U 31 E26 c_ NOTES REGARDING STATIONING: 3s —� 1) ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH CONSTRUCTION NOTES BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA in _ - -- - - --- - -- ------------ — -- - -- - - AVENUE STREET STATIONS. 3� INSTALL 120' R,C:P, STORM DRAIN. 0 20 40 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG z SCALE 1"=40' THE CENTERLINE OF MAINLINE CONDUIT 10 INSTALL 36' R:C:P, STORM DRAIN, 1500-D INSTALL 30' R,C:P, STORM DRAIN, 2250-D NOTE: 3) SEE SHEET NOS. 11 AND 12 OF 13 FOR STORM DRAIN REQUIRED- ALL STORM DRAIN MAINLINE CIRCULAR CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE LATERAL PROFILES AND OR TIE INS. 0 26 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. (FOR A TOTAL OF 2 1/2" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE PIPE WALL AND THE INSIDE CIRCUMFERENTIAL STEEL. Ln 28 CONSTRUCT JUNCTION STRUCTURE NO, 2 PER CITY OF RANCHO CUCAMONGA STD: DWG. NO, 331. y CITY OF RANCHO CUCAMONGA 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD: DWG, NO, 300. SEE PLAN FOR 'W' AND 'V'. DERBISH, 35 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE 'A'. PROFESS10 GUERRA �C APPROVED BY: , + , -R.C.E.r24953 RECOMMENDED BY: Q 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING TRENCH PER CITY OF ��`������ E' Gv �F ASSOCIATES CITY ENGINEER ` "- s �., DATE RANCHO CUCAMONGA STD, DWG, NO, 339, CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET Q 56 EXISTING A.C: PAVEMENT OVERLAYS PORTIONS OF OLD P.C:C: PAVEMENT ROADWAY WITHIN THE CENTER m PLAN AND PROFILE 26f FEET OF HERMOSA AVENUE, CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE �' t 'M A` t Foothill Hermosa Storm Drain 8 OF 13 a, TRENCHING AND STREET WIDENING: SEE PROJECT S❑ILS ENGINEERS INVESTIGATI❑N REPORT: R.C.E. 29224 � RANCHO C�C�1M0�GA. Ca S 1;30 HERMOSA AVENUE PROJECT SHEET (909) 987-4306 \`s'TgT CIV IL 0, BY / DATE BY / DATE )) f) 8 OF 29 E OF CA��F LINE DRAWING NO. DESCRIPTION OF REVISION DESIGN CITY A DANIEL E CL'ERR.9 R.C.E 24 EXP 3131103ENGINEER APPROVED STATION 30+00.00 TO STATION 42+00.00 91 D PROJECT CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: } DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. ` 0 ELEVATION: 1207.097' "' z EXISTING OWER CE E PIP INE z O - z tS NG G E VE C NTE Lt PPE J-4 • 11-7 - — -- - - woo- 4 G - - - 1 E• G I : x , I Q� ; : i O L � x0 •�. •. r i II c0 - - +— Z o x0 p� �`lry t� _ CN - hJ { aoN W wo � z t - - - - - 0 0 00 71 c _ II > z PROFILE SCALES: Z HORIZ.: 1 »=40' CNS R_ 100 L.F.1 9' X _ C-1 CA q1001- Z288.5 c.fa• V 51.9 f.p , VERT.: 1 11=4 9 + -- I A t i I 30 31 32 33 34 35 36 37 38 39 40 41 42 u 35 II Qw Q06 31 u V) ALT. ALT. M Qo 0 06 04 bj r _ V1 W � w ' O i I T Z W J U p r9 w z i ;� a II w 3 +` ' w I F 3 w O.O ,_i w w I: U Z * - - lZit : l - i •' Q �O <_ II � Z N 4 1 UJ-. i jr T 10 yy N N - ------ --`i -- (O W H 0....II _.-.- - - ---------- +to II If I N U I� N U Q i if �,n�� 0-�j-B-- } -_4. I P � I LATERAL"H-4 � - --- -- _ -- - I z, �' - LINE 'A" r f + -- ,�� - 8 �� { - --- 10 - - -- -- -- - _ y g G4 ------------------- �- o fL 3y 32 33 - -34 35 36 3� 38 33 ♦0 -� --- � ------------ -- -- - - 1 (•" 0 E-» o _ II N O LATE Q ALT. 22 2s ( za s ;- ze -LATERAL "H-5" z� za - zs - - - - - - 30 - - _ - - - - 3i 3 - - - - - - - - H - - - - 3F +I ALT. 1 1 ALT. - �, - — O 0 —56— — — — — — — — — — — —0ON 56 N o — — — — — — — — — — — — — — — — - o o GTE — — — - - - - - - - - - - - - - N — — — — — — - - - - - - - -- - - - — — — — — — — - - � f r-----�--------- - - - - - OD 0 „ l{ . - �3 :.ob' — - __ --- - -- -- , + U �- r ir 0. 0' +o 00 c0 N - tO - - - - - I II II ! 1 Ot<n - - i_ rr - ti N H O -- - \� 4 Y Z O a -400 � 04 .n - - 01" ! i I co ---- -- -- F- I Q ] � w Q - --- N U - y _ f' — _ 3 i , --- -~ — --_Lp 31 I O _. �' \ .� { t `D I + F- 1 C j (n ' I I l r!, �. i . . \ .. _., + Z I I U f 0 W Q PO cv ALT. QALT.CONSTRUCTION NOTESo5 NOTES REGARDING STATIONING: 35 Lam- 1) ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH z BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA 10 INSTALL 36' R.C.P. STORM DRAIN, 1500-D 0 20 40 AVENUE STREET STATIONS. w 1 1 INSTALL 30' R.C.P. STORM DRAIN, 2250-D SCALE 1"=40' 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG Q THE CENTERLINE OF MAINLINE CONDUIT 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD, DWG, NO, 300. SEE PLAN FOR 'W' AND 'V'. NOTE: 3) SEE SHEET NOS. 11ALT. & 12ALT. OF 13 FOR STORM DRAIN REQUIRED- ALL STORM DRAIN MAINLINE R.C.B. CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE LATERAL PROFILES AND OR TIE INS. 35 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE 'A'. (FOR A TOTAL OF 3" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE SURFACE AND THE INSIDE REINFORCEMENT STEEL. ADJUST TOTAL WALL, ROOF AND INVERT THICKNESS SHOWN ON 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING TRENCH PER CITY OF CALTRANS STD. PLAN D-80 TO COMPLY RANCHO CUCAMONGA STD, DWG. NO, 339, +n 56 EXISTING A.C. PAVEMENT OVERLAYS PORTIONS OF OLD P,C,C. PAVEMENT ROADWAY WITHIN THE CENTER SEE SHEET 9ALT. OF 29 FOR CALTRANS STD. PLAN NO. D-80 (U.S. CUSTOMARY UNITS VERSION.) 26± FEET OF HERMOSA AVENUE, CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE Cily OF RANCHO CUCAMONGA TRENCHING AND STREET WIDENING: SEE PROJECT SOILS ENGINEERS INVESTIGATION REPORT. DERBISH, GUERRA & 0 - ----- - - ALOT. INSTALL CAST-IN-PLACE 9' X 9' R,C.B PER CALTRANS STD, PLAN NO, D-80.* -- APPROVED BY: J ` RECOMMENDED BY: I �I / � � R.C.E. 9 � ALT. �p P��FE SSU N ASSOCIATES CITY ENGINEER V �C�, �� q � L _ � � �.� _ ��! DATE, �,�,i --��2 'l - 00 Q 204 CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 320. CIVILENGINEERS LAND SURVEYORS PLAN AMID PROFILE SUBSECTION SHEET ALT. CONSTRUCT JUNCTION STRUCTURE NO, 1 PER CITY OF RANCHO CUCAMONGA STD. DWG, NO, 330. w '"� 1 II �c t Foothill Hermosa Storm Drain SALT, OF 13 a 05 m RA.4�CH0 CC"C,�MO'.`Ca. CA 91730 ALT. R.C.E. 29224 (909) 987-4306 ���ecvi5co 99 L'd1.IStJZtlCl10lJ UotE faJ Pf2oF«E A5 uoijv HERMOSA AVENUE PROJECT SHEET LT\2 0 61 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD, DWG, N❑. 332: HERMOSA V 1NJ 1J1 `rT CNIt ��P BY / DATE BY / DATE » » SALT. OF 29 T qTF OF CAoOl L'(-►�� DESCRIPTION OF REVISION LINE A ALTERNATE DRAWING NO.DES ENGINEER APPROVED STATION 30+00.00 TO STATION 42+00.00 GN CITY DANT L E. CUERRA R.C.E. 29224 EXP3/31/03 I a Li I'hC)JEC'T BEE M 'IIMARK: IT , CI1Y Or RANCHO CUCAMONGA BENCHMARK NO. 10040: ¢ ,n rslnNc .�.E rr i Do DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB o _ _ CONSTI3UC'I'ION NOTES STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL - -" BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. pct NO 'i'� :ON DUrT n a�z I �.) (AP ROXI TE CA ON) ELEVATION: 1207.097 f z a f d Q - INSTALL 120' R,C:P, STORM DRAIN, ' I Tt° 4 � a ~ -- - 4 INSTALL 114' R.C.P. STORM DRAIN, - -- - 'h e + Q s _ _ pow - INSTALL 84' R.C.P: STORM DRAIN, 2150-D ISt NG G DE 0 7 I _ { 60' R.C.P. N, 2200-D - i }E - ,o' 6 INSTALL C P STORM DRAIN, 7 INSTALL 54' R.C.PST❑RM DRAIN, 1700-Dv o. INSTALL 48' R.C.P. STORM DRAIN, 1600-D " r I w q I' I °' i vi i I I o I 10 INSTALL 36' R.C.P. STORM DRAIN, 1500-D y - �- - _ � ao I I + I o- I i Ns I I 1 0 22 CONSTRUCT TRANSITION U PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336: g I I 0 + zc + I i � � I 4 18 26 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAM❑NGA STD. DWG: NO, 321. f - I II S --- _ o I Z 28 CONSTRUCT JUNCTIDN STRUCTURE NO. 2 PER RANCHO CUCAM❑NGA STD: DWG. NO. 331 aNa I I I + • { { I d n I } cn I I 0,4 7 29 CONSTRUCT CONCRETE COLLAR PER RANCHO CUCAM❑NGA STD: DWG: NO. 329 Z + t I i M I I 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAM❑NGA STD, DWG: NO, 300. SEE PLAN FOR 'W' AND 'V'. -- - LL a H. L I + 5_ - - cn 47 * I II CONSTRUCT LOCAL DEPRESSION PER CITY ❑F RANCHO CUCAM❑NGA STD DWG. N❑. 30 CASE 'A'• 211 1' f i I , I I _ ,0 Lj 35 7 - -- - CONSTRUCT PIPE CLOSURE TYPE 'A' P T PLAN N S P 176 � ! 37 PER S.B:C.F.C.D, STD, L ❑. . z I w O ;4 to a I a + 39 CONSTRUCT PIPE CLOSURE TYPE 'C' PER S:B:C.F•C.D: STD. PLAN NO, S.P. 176B, rn CONSTRUCT SUPPORT FOR EXIST• CONDUIT CROSSING• TRENCH PER CITY OF RANCHO CUCAM❑NGA STD. DWG: - - - - - NO. 339. I + ao I ly II. I I o r` n n 49 REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE. - $ 1 0._ L F. 14 R. P. 58 EXISTING A.C. PAVEMENT OVERLAYS P❑RTI❑NS OF OLD P.C•C: PAVEMENT ROADWAY WITHIN THE CENTER - II 26t FEET OF HERMOSA AVENUE: CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE + ! _ TRENCHING AND STREET WIDENING. SEE PROJECT SOILS ENGINEERS INVESTIGATION REPORT, S 0 2 I II o + z w z _ - o w a a o ir �' Q o w w 1 L 14 R. .P. _ - - -- z - = j W w r M N 0 II _ Dg22 - - lin im u 2- CID►,� ao + � z - - rn N - -- _ - - 4D Xw w 89 0' L.F.Li -- - Lu - - N O N � 1(io =2288.5 00 '6 j $4 :0 PROFILE SCALES: --VL=-77 -4 .f.s = 29.14 .p.s " HORIZ.: 1 "=40' + lt­ I II' 9 .82 L.F 120"' R.C. + II n > 100 - 28 .5 16.00 L.F 1 C. . f VERT.: 1 "=4' �— — 1� s s. TS. 42 43 44 45 46 47 48 49 50 31 -�� 35 11 I at 1 31 35 I I _ _ 35 I I -- - ' r 16 0 � 22 ;31 � ` j I I , 0 LLT I f � W 00 �I II II' II l I to j ' aow � CENTERLINE FUTU _ % rn i= > w > > ,� > I I II ' 1 O N % �� AIN li i OZ W S i1 H ISI Z O II 84"R.C.P. STORM no \^._\ 1, 1 i' i III _ p M N Z ` 4 . !/ ZO ONO ih C`1 Ld N L -- - d O ]Ij i J 'z d II / II _ - I ,,{{.,, 1 2 I 1 f'= II p H II Q 3. H -3: r O z i I I I I 1 a Ki iv .3 Q 3 i I U Ql p , , z 3 O I I f..� L•. Z' �1 co m U - � + II I �_ O J x, J STA. T. 4 38.64 M.H. NO. 4 O _ Z 1 ----.� _ oc ro A °° -{- - 26 Jv 22 ,' ; zl w - m - m = o � I Q o o I - w z - -- / o v _< N A=45',B 84", C 00' �i �O I ? QI + m Q J m oo I -- O ------- - L ( w f �� r� r 8' 18 � w + --- n ,n In = w II + = o v '- g + / co I � ``' po --_--_---- I cr 10 (O N 3 s i 6 �i w I `. M — _ _ _... .___� ,.- j �. � �✓ __ "L�.-,._:✓�-moi "`_ �>.i-tii - � U 8 I; 3 8 } RAL "H- 1 - i I - - 37 0 4 1L-------- Z u4 • .._ — - N 7 �I I 0 O " 49 10 oII l 4 ) AVENUE -- - - - - -- - - _ N 00 14 29 W. _ - - - - rt- - - - - -_EN- DO' -1-1' 24" W. ai 00 HERMOSA - - - - - - �_ _ 4g Q --- I —� — - --- -� --�- --.. _ 34 35 —��.. 38 I � �i \ � 38 39 40 7f ff o ABANDON EXIST.— 39 56 29 LATERAL "H-11" I I I o i.l I 3 - O 60" R.C.P. PIPE 1.- 39 SHT. 12 - - — — - - - - - - - - - - - - - - - - - - - - - Q — - - �, 3 I LINE A O N � � _ - - - - - - - - - - - - - - rgn- � — - - - - �- j lAL "H-9" 8 56 �I I I SHT. 12-- _ . -- _ 10 �- 39 I W � t 49 _ o-O Q _ - I I I I - � O / O x g I"'' Z M s� Z 00 w _ - LID3 r 0 x \!, O � i i .II I' z Z M z (n ao 0 cl �, - - _ -'- ' r -x z 15.00 zo II a = w 1A - C (O Q a m U t -- - _ I� z ""�� o — __ (n I I x I 1 U U = U = p Z + w N Y i p w Q ) w II 0 U J Z J m 1n - J U I a0 11 = - uj Z = 1 I I I m -j Q to O n - f- - m LLJQ n w 0 in co Q O = C7) + U I Ij + cn II + _ + 0 ; a 3 U x 11 0 J cn �, U ! x Q m x (/1 a0 Q F- II 4 r l W- 0] O I Wf ,I I I V 4-r n W - ___'' 1"') U •..�.%'ti i Z z" d qgD t0 1 I U-) �i Q + c6 i CU 30.00' I 31 31 26 _- ------ --- E ! + U) "' Q F Z I I ' ' NOTES REGARDING STATIONING: 28 I I ' ' r. — - u i __ � ---- - - -- — J I ; 4w w - - a U Q -{------- z __-�- _ 22 __ -___--_ - = I I i i o i 1) AND AT ALL PROPOSED TIONING °STREET IMPROVEWN ALONG MENTS, INCLINE LUDING G AVENUE co BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA n co AVENUE STREET STATIONS. _ c� z Q � 2) THE CEANT�RLINESO�WMAINONESTORM COND DRAIN MAINLINES IS ALONG ITx LL w 3) SEE SHEET NOS. 11 AND 12 OF 13 FOR STORM DRAIN LATERAL PROFILES AND OR TIE INS. LL J _NOTE: 0 REQUIRED- ALL STORM DRAIN MAINLINE CIRCULAR CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE DERBISH, CITY QF RANCHO CUCAMONGA (FOR A TOTAL OF 2 112" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE PIPE WALL AND THE GUERRA �C APPROVED BY: / R.C.E. 2493 INSIDE CIRCUMFERENTIAL STEEL. pFESS/ C`' ,�/ ' ! fy RECOMMENDED BY: oQR E O^'q� ASSOCIATES CITY ENGINEEg �-- a �� �! DATES' CIVIL ENGINEERS LAND SURVEYORS PLAN AND PROFILE SUBSECTION SHEET � Z. . ( , t 1111 w m xa� Ifo C t C-�Mo,C.a Ca 91-30 Foothill Hermosa Storm Drain 9 of 13 R.C.E. 29224 i ADDED PIpE Lf_K(aTH GRADE AT H.H. LAT. 0 20 40 (909) 98;-4306 0 STA. P�• 45+38. 04 4/2/9q �s HERMOSA AVENUE PROJECT SHEET SCALE 1"=40' `sT CNII. ��P / BY / DATE BY / DATE ff 77 9 OF 29 �rF �Fo� Q DESCRIPTION OF REVISION LINE A DRAWING N0. OF CAL AEXPI '1/11 DESIGN CITY - ENGINEER APPROVED STATION 42+00.00 TO STATION 49+65.00 a DANT E GUERRA R.C.E. 2. 31/03 c_i 49 _ rt___t CITY OF RANCHO CUCAMONGA BENCHMARK NO. 0040 .T.E.I CON fT ' ,PAN- -t,F11- 4 B Dated July t, 1992 NG 6 (AP ROXI - -- - -- -r -,.- HEIGHT 'ft 2 3 4 2 3 4 5 3 4 5 6 3 4 5 6 7 4 5 6 7 8 DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB ___! Maximum Eorth Cover (Ft) 10 20 10120 ,0 20 10 20 10 20 10 20 102 o zD ,0 20 10 20 10120 10 20 10 20 101201 10 zo ,0 zo 10 0 10 20 ,o zo 10 20 10 zo St., 0- STAMPED STAMPED "SB CO BM 01 1 17" AT THE S.W. COR OF FOOTHILL __ - ' Roof T Inch 7 7 7 7 7 7 7.5 7.5 7,5 7.5 75 7.5 7.5 7.5 8 8 8 8_ _8 8 8 8 8 9 8 9 8 8.5 9 8.5 9 8.5 9,5 8.5 9.5 8,5 1 8.5 10 &5 1 r>a.«w«r««„ckt�r,.d«n, rw.•.ra.,r..... BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. t trj - o Wal Is T2 Inch 6 6 6 6 6 65 6 6 6 6 6 7 6.5 ZS 6 6 6 7 65 7.5 7 8.5 6 6 6 7 6.5 7.5 7 8.5 8 9.5 6 7 55 75 7 8.5 g 9.5 8.510. EXI N6 T.E UR _� � r (AP ROXI ATE OCA ON) - I nvert T3 Inch 6 6 6 6 6 6.5 6 5 7 6 5 7 6.5 7 6.5 7 7 g 7 8 7 8 7 8 8 9 8 9 8 9 8 9 B 9 B 9.5 8 10 8 10' 8 10 8 10 -- � acro Inco 7 7 7 7 7 7 8.5 6 8.5 5.5 8.5 5 5 8.5 5.5 7.5 5 7.5 5 7.5 5 7.5 45 6.5 5 6.5 4.5 6 5 5 5 6.5 55 6.5 5.5 6 5 6 5 6 4 5 6 5 6 4.5 ELEVATION: 1207.097' - t i �.`-, '�a" Size Bor _ 6 6 6 6 . 6 6 '_ 6 6 '� 6 7 6 7 6 7 6 7 6 7 6 7_6 7 6 � 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 o V C 5 5 6 6 7 6 4 4 5 5 6 6 6 7 7 7 5 5 5 6 6 6 6 7 7 7 • -} t ^._ 12.714.214.2 15 9 15. 18. 13. 14- 14. 16. 16. 18. 18. 21 20. 23. 16. 19. 17. 21. 19. 24.1 22 126. 24. 30.1 r t r t - -_ 1n 4 U - - - - __ _ o'S Reinforceme t LB LF 48 48 50 55 58 16.1 88 60 158168 160 X91 18_1105170 '813'82 96 97112 '2 148 94 94 t0 1181 121 14 13 17 160192 123 15, 131 ,71 137198 16 21 19 252 e S e Bo, 4 4 4 5 5 6 4 4 4 4 5 5 6 6 4 4 -- --- - _ W earth covers u to and indudin 10' - __ °" 4' S' 6' T 8' 10' 12' 14' SPAN (Ft) 10 12 14 Number 5 6 7 8 9 10 12 16 ' ' HEIGHT (Ft) 5 6 7 8 9 1 0 6 7 8 9 1 0 1 1 1 2 ? 8 9 t 0 1 1 1 2 1 3 1 ]"4 7 - i aximum Earth over Ft 10 20 ,0 20 10 20 10 20 t0 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 , 20 10 20 10 XI DE GIVE -' 8 10.5 B 10.5 B 70.58.5 1t 85112 85 12 8.5 12 85 12 8.5 12 9.5 12 9.5 12 9.5 U 9.5 14 9.5 14 9.5 14 ,0 14 10 14 10. 14 11 Wal Is 2 inch 8 8 8 9 8 9 B 10 8.5 1159.512 B 10 85 10.585 10 8.5 11.5 9 12 10513 115 75 95' !i 9.5 11.595 11.5 10 12. t0. U 115 15 12. 16. 13. 1 t5 9 12. 9 12.5 9 125 9 ,2. 9.5 13 IC 13 10�ta.5 10�t4. 10"4.5 10 to 10.5 to 705 15 11 15 11 palm11 11 10 11 t ,L11 ILI, 9 'C 9 �10 9 10 8 10 8 10 10 9 9 8 70' 9 10 9 iC8 10 8 10 8 8 10 10 10 10'•-a' -ze Bar / 6 7 6 7 6 7 6 7 6 6 6 6. 6 7 6 6 7 5 7 6 ? 6 6 6 6 ' 7 7 7 6ize Bor 7 6 7 6 7 6 6 7 7 6 7 6 7 6 7 6 7 6 7 7 7 6 7 6 7 7 7 7 7 7 7 6 B 7ktvertu 7 E "b- rasion 'B" 3-0 2-113-9 2-11 3 9 2-11 3-9 2-1 3-9 3-1 3-2 3-9 3-9 3-9 3-9 3-7 3-9 3-7 4-4 }-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 3-4 4-6 3-4 4- 3-6 4-6 3 4-6 3- 4- 4- 6Elev 1-- _ --- H.G L• l k 5-_t 6-2 6 7 6-2 6-7 4-114-+t 4-tt 4 n 4-t,4-t1 4-4 4-4 6- ?-0?-0 8 4 7 0 8 4 6 0 6 6 0 6 6 6 5 6 4 6 1Z en sx�n C' Fl-� 364 3_4 74 4-8 767 476 8 4-8 7-7 4-8 7/7 4-814-41 6 7 5 7 6 7 7 7 7 7 7 - 7 7 7 7 7 ? 7 7- _. - 8 B 8 8 8 rsim 8' Ft-Inch 1 5-0 4 1 5-0 1 5-0 1 5 0 1 5-0 4-7 4-7 6 0 = gape 48 _.- .� c -. -_ __ � 3-78-t 5-7 8-15-1 8-I 5-7 8-1 5-? B-,5-7 8-1 5-7 4- 4=26-9 6- 5-1 5-106-06-4 g-11 6- 6 ,16- 8-116-48-116- T --- 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 d a 3 • e ize Bar 5 S 4 4 4 4 4 4 4 4 5 4 4 4 4 4 5 6 5 5 6 6 X 5 6 - W _ - - - I`o o Concrete CF LF 21. 26.8 23. 29.5 24 31. 25.6 34.1 27. 37. 32 1 42. 26. 37. 29. 40.1 30. 41.9 32.2 45. 34.5 49. 40.7 54. 45. 59.9 36. 51. l37 531 39. 54.9 41.9 56. 45.9 64.1 49.9 69. 55. 75.8161. 81. SLOPED INVERT - __� - 7 7 4 �^ 41 4 a, - - - �_ Reinforcement LB/EF 9 26 233 285 260 325 300 339 314 32 360 3 3 295 362 353 D9 365 420 4�� 3 t5 424 440 .1 466 534 I ._ _- _. I P1 • See Note 5 - . _ .. - •• See Note 1 ' Invert Slope 6.1 Slope ! 1 - See"1 9 Elev Invert Invert 45 Dia lop Y FJev '�, Ele RCB - c" "b-bars "c"bon t I 47 1 t 3/4"NM Mets "6" bas T Optartd Const "i"v bas -�.-..__.._- See Note 4 6" bars • • FLAT INVERT V INVERT TRAPEZOIDAL INVERT - - - -- - I I � D Dors 3 a' M,n ':Mets a Iln JillL.. ALTERNATIVE INVERTS i � •, I cost I a •• 25 -_ _ 0 25 il`4 s e.bas ocn NOTES 000-0- --, i f__� I M or cov0erlove ix See Note 5 1 see Note 7 ROOF SECTION 1. For boxes with span a height less than any of thox shown in table, I r- N RCB N')018 use next greater size box concrete dimensions and reinforcement. t t - -� _.._ ,, •• a necess or s and H• .L. ( ' O w r N rata 3 SPANS 10' THRU 14' � � � See Note 7 e a r) 4 Make or changes M b lengthquantities. dowww"00-0-01 00 5 Uo� bas -_ - _ r - - N res approximate MyERT SMI y N0018 •See Tote 4 ' I O 18 Mox 2 Quant ties are appro'mate and for design purposes only. Ck E RCB r Typ 3. For boxes with spm a height a cover greater than those shown in ,•Typ tables, a special design is required. �� - I - 11) �i Alternative Const Jt Const Jt Alternative • 1. Il s permissible to diminote the 180 h8oks on every other bar. t � -�' + "a"nbas Const it .b"bas 5. "e' bons are at half spacing(,pons 10'-14'only). _ �Ilwww` _ - .-.. - Can Jt 6 "o" ban ae of hof spacing(,pons 10'-14'only). Z d See Note 4 I "a.boa N m • 7. Provide paving notch when lop is exposed and when pavement is 1 portions cement concrete,ons , se quantities. V1 0 II = j4- /a p+8 Maxim • �' 8. Fa design and details not shown, see Standard Pion D82. f ' T � � ..c"bars y O n N Z M 9. Fa exposed top. provide N O 18 each way( 2' lop "c' bas a wll span) OR > TZ , 2 B.. I e"bors and adjust. 'C" See Note 5 rl + _ O _ ��j n v TYPICAL SECTION - /2 soon T WALL SECTION CAST-IN-PLACE Nr SPANS 10' THRU 14' REINFORCED N SPANS 4' THRU 8' TYPICAL _CTION - SPANS 10' THRU 14' CONCRETE It-Z I . g I C EC 0 U 0 = ►= IN u a SINGLE BOX CULVERT F o p �„ z =r t z .1r. No scALE D80 U) In --- t + _ CO _o . a o . o NOTE: N rn _ - REQUIRED- ALL STORM DRAIN MAINLINE R.C.B. CONDUIT SHALL HAVE 1" ADDITIONAL CLEARANCE > O = toLf > y (FOR A TOTAL OF 3" MINIMUM CLEARANCE) BETWEEN THE FINISH INSIDE SURFACE AND THE tc, + >: > INSIDE REINFORCEMENT STEEL. ADJUST TOTAL WALL, ROOF AND INVERT THICKNESS SHOWN ON + to N - CALTRANS STD. PLAN D-80 TO COMPLY - -- - - - I t + SEE ABOVE FOR CALTRANS STD. PLAN NO. D-80 (U.S. CUSTOMARY UNITS VERSION.) i 0- Z ES LST .4 Q PROFILE SCALES: Il 6.36L.F. 8' 8' R. .B. = a4 .o f.s v = 9.5 f.P s. . HORIZ.: 1 "=40' �- 36 .64' L.F. 9' X9 R.C.S. too = 228f.5 .f.s. = 30. f. s. VERT.: 1 "=4' - - - i I 42 43 44 45 46 47 48 49 50 31 J (c I 31 ( �'-� I illi ice+ AL -_ _ = ON NOTES 35 35 I ( - 35 - ` l ' i �t A 1 0 31 i 16.0 I - 5 INSTALL 84' R,C.P, STORM DRAIN 2150-D rill f � o I o �J -- . til ._._-_-_- � � -- ,. I I ._ ' I I to � I I : � � �, ��. 0 31 ;', ! 31 li II C-4 I - - - L Q 6 INSTALL 60' R.C.P. STORM DRAIN, 2200-D )I +W i > CENTERLINE FUTURE' _ I I I; _ o Z w > ao - a W II. _ _ .$4 R.C.P. STORM D IN I I I I g'IL N i� \ _ >' w I N > 7 INSTALL 54' R,C,P, STORM DRAIN, 1700-D ZO I I I p LI w Vi o Z np rr W > I o I N 001 x t: - _ 00 z E w 8 INSTALL 48 R,C,P, STORM DRAIN, 1600-D : U I t /'; 12' d I� = J - _., Z = _ U 11 i O i I = i - O II I Elf -� ? , I I I to Q O I, c� o v i m = caj v 3 0 z 3 10 INSTALL 36' R,C,P, STORM DRAIN, 1500-D o t/) _ �n. -- - IAL STA. PT. 4 38.64 J.S. NO. 1 W II r J; a C° 0° w �= r; ~ ,`��i = ? - -- ---- -0 Z f� __� J o --- - -- - - �-� 22. a `d m v) g I m Ja o o o w Z ' + �, - U D A 45',8 84", C 00' o I, a o .n 0 11 CONSTRUCT CONCRETE COLLAR PER RANCHO CUCAMONGA STD, DWG, NO. 329 li Q + LO m Q o j in = o o o °° O o o i' - - -- � Z a 29 0 0 __ 1 ELEV. -1239. �,�`� ® , , oil rn F O _ v - w o z ;tri w U d a a _ ELEV. R 1240.0 1 ( c/� u�l - Do a + l- '`i =i. I� _ '`� �. co to U - -- - - +. 'n v - --� ` rn 4� ----- d :..!, I I f " : r� = w 'O °° a o •. -.-- g + v !' + _ + _ Z 31 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD, DWG, NO. 300. SEE PLAN FOR 'W' AND 'V'. �8' l 18 7 ;;- -+ + L. Q o v + 7 rn 10 o r 5 + r` Q I- + II 10 v l 0 - N -- 7 �T, - � `� .Y' cn W CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD DWG N -A-, - I _, _ �, � + Z 35 O, 307, CASE 8 l I __ -_. { uj � _�..._ ILq RAL H_ -.____ _,: � � _- I I _ _ _ --_ _ -- - - -- - --: . CONSTRUCT PIPE CLOSURE TYPE A PER S.B.C.F,C.D. STD. PLAN NO. S.P, 176: 8 � _ - __ __. N 0. -� - z' GAS cos l6 _ __ _ _�H ___ ___�_ .a _ ___ _ _-_-� o0 39 CONSTRUCT PIPE CLOSURE TYPE 'C' PER S.B.C,F,C,D, STD, PLAN NO, 176B. 37 - _-__t.__ __ _ 43 AVENUE `� -` qL 47 CONSTRUCT SUPPORT FOR EXISTING CONDUIT CROSSING, TRENCH PER CITY OF RANCHO CUCAMONGA STD. QALwI N AL 49 7 10 C1 ION 00' 11' 24" W. DWG. N❑. 339. 34 HERMOSA N 90. 14' 29" W. - - - - --- - s _ 7 �l - -- _ -� -- I- - - - - - ( , �- 35On 36 i / 38 3s I -+ 4O t- - 49 REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE. � i I 7i i7 ABANDON EXI - 39 :, 29 LATERAL "H-11" I I LINE A 60" R.C.P. PE ( 39 56 8 _ _ _ _ _ - - - - - - - - - - - - - - - - EXISTING A.C. PAVEMENT OVERLAYS P❑RTI❑NS OF OLD P.C.C. PAVEMENT ROADWAY WITHIN THE CENTER - - - - - - - - - - � - - I - --- -- _ _ _ '• 56 _ I � � 26f FEET OF HERMOSA AVENUE. CONTRACTOR SHALL REMOVE PAVEMENTS AS NECESSARY FOR PIPE T Ltl - - - - - - - - - - - - �CB� LATERAL "H-9" 4,_ -_ Q TRENCHING AND STREET WIDENING. SEE PROJECT SOILS ENGINEERS INVESTIGATI❑N REPORT, - - - x � _ �a•-�•�� V _ _ _ _ ___. - -_ AL Q o I I� ---------� ___ -- 1 -- �i- �« 0 INSTALL CAST-IN-PLACE 9' X 9' REINFORCED CONCRETE BOX PER CALTRANS STD, PLAN NO, D-80. Ln /' vii 0 10 0 .�-L- 1 - - �-, AL INSTALL CAST-IN-PLACE 8' X 8' REINFORCED CONCRETE BOX PER CALTRANS STD. PLAN NO, D-80. LII I --- ® 39 Do o M _ - ✓_ t0a�-� i�� 0 W Z - a +I 1.00' i "I;. 49 - T- - - � , o- n > AL CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. - _ __. Y : .,.� -u, I I to In _ - .•\ -�\ -..\ I I � ? U - o �I I W g ; N 11 '� N II II °N° p N _ II AL CONSTRUCT JUNCTION STRUCTURE NO, 1 PER RANCHO CUCAMONGA STD, DWG. NO. 330. Er O .. ✓ -u_ ter+ I I Z ) II C 131 0 Er - _ - Z W w 5.00 o I II NLLI r) I II Q --- --- l OU Wit L z f W U) x Q i ~ z = II z o+ II of z Z iii= - - - _ - CONSTRUCT TRANSITION STRUCTURE NO, 2 PER CITY OF RANCHO CUCAMONGA STD, DWG, NO, 335. W + _ h- r r d z I Do w - +- a Z a - (n II -- - -- ` --- 07 t� I � n Z O 1: C)!N I` I i V I O d m O Q 00 m + Q Go g C to - 2 (, - - C t0 O r- m 1 CO c W c0 �O Z U C40 o _ _ O m = - - - I N d Gj `✓ u� ,-: M + w U I i + O O + U O O I _ L + � + g UI Ii a �o Q � Q zII , IVi W CD U. + U , -� - U `r ' j Z F pm n i i I V)O OOC U M U _ O _ i- to t _z I I i i ci 30.00 I N AL + 31 31 ---- .� ALT 'L>.�/ <r - p '�- Z I I 0 w AL i 205 ti+ II -cio w o,j I i I w 0 a HAL AL 0 0 II w AL c, 07 Z Q AL 0 X W i1G =- NOTES REGARDING STATIONING: DERBISH, C117 OF RANCHO CUCAMONGA 1) ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE - GUERRA & APPROVED BY: / ' t ," R.C.E. �'49�0 RECOM NDED BY: s AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH ROFESS�O �'� ( ( l Q BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA SOP E. GU��C ASSOCIATES CITY ENGINEER � ' ��t t� �: tt DATE( .� u AVENUE STREET STATIONS. ti��aPa\� �Qp��Z� CIVIL ENGINEERS LAND SURVEYORS PLAN AND PROFILE SUBSECTION SHEET Q 2) ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG m Foothill Hermosa Storm Drain 9ALT. OF 13 ' THE CENTERLINE OF MAINLINE CONDUIT u RA YWO CCCAYOAGA. CA 91;30 a R.C.E. 29224 (909) 987-4306 3) SEE SHEET NOS. 11 ALT. & 12ALT. OF 13 FOR STORM DRAIN HERMOSA A ENUEPROJECT SHEET �l 9ALT. OF 29 1 LATERAL PROFILES AND OR TIE INS. SCALE 1"=40' `rT CIVIL ��P BY / DATE BY / DATE �� �� rF of cAUF° �. �.�,"1�11 DESCRIPTION OF REVISION LINE A ALTERNATE DRAWING NO. CITY ENGIINEER APP OVED STATION 42+00.00 TO STATION 49+65.00 DAN T L E GUERRA R.C E Z- 74 EXP 3/31/03 .__ . - - . I . . . I I . . . I . : I I . . I . � I . . . ! I . I I I . I I I . � . I . . . PROJECT BENCHMARK: . . . . - . . . . - . . . . . . . , . . . . . . - . , . . . " . . I � � _ - . . . . . CITY GF RANCHG CUCAMONGA E3ENCHMARK NO. 10040: _ Q - „ . . . . . . _ _ ,- _ _ _ ._ . . - _. _ _ . - . - . :11DESCRIPTION: FD. 1 ROUND H - . _ , -. ,, _ - , - , _ . - - E '' STAMPED "SB CO BM 01117" AT THE S.W. CO O FOOTHILL . . , , -, _ : , , . : _ . . : - . _ . . , - : B.C.R. . . .; . : : , , , , . . BLVD & HERMOSA AVE. 1 ' WEST OF a _ _ . _ , , _ , : : 1 ELEVATION: 367.923m (1207.097') _ -. . - . _ , - , . , - - , - . . . . _. . _ - , rt : . . . I . . , I . I I � . . - - � I i I - - � . I �' , , , , : � , . . , - . . . . . . . . . _ a.: . : , , . .:.. . . , . ,., . , r .-. , . . - _ -. . . - . .. . , - - - _ - . . . . . - . . _ , , , . . . , : x . M : . . : : - .g t {� . . . . Lo> ". . . . . M 1.52�4m - - - . . . - _ . . . . . , . - EXIS NG flE ER o? 0+4 .71.4 - . ,� _ . _ . . - . , . - . , a` N W . . . .-. r _, I PROPOS , . . , , . . r-EN7 RLIN PIPE - • z . . . - , O H SHAFT Q> _., C.L. SA _ N TR�1 _ -- - - -_- -- - -- - E. . . _ _ , , . . - - . +a co J r- EASEMENT 1 _, . va c a a rt. m o V RIES + I . M Ji 0 Ll r y : . _ : .. , : . . . . . sl ce 0 Z1. : w _ - , - . , I . , S £T 13 FOR - , . HE i , w F TI-1!L 64: STR � - . . . . . . x w _ - . - _ _ - - _ (PROFILE S ES, _ m N , f � ! - , __ 6 . 71 . . . ORtZ. 1.50 w - - a, : . •I ' I m ,- . . . . „ 9 4 S . . . . . . . U N 4 F- ' d I I I f - - I I I , 4a _ . . . _ - . _ � �-- 'A X 1.00 01'4 _ . . - _ . . .1 . _ . . I5 - ,< 4 9 L E Ig : , . T: L P E ON U 4� I"_ I i� # �� I �qiE E D S . - - 11 i - . . . , H.G.L. . . , . , . , .., _ 7 : // \ L . . . ,� + ¢ a 90 mm !A. PIKE, 1NV. 3 041 - . . _ _ TT : _ A - _ . . , a O >L 0. _ _ . . - - �r - - - ­ -, - ­ 7 , . . . . C){ - C7 _ - i : . . . 1 . . � . / L"_ . ' ' - - - - _ : _ - - . - - . , . _ _ : _ 5d _ . . _ - - - 1 . - . , . . . . . . . . . .. . . . . . : . a ._ . W. . . . . , . : E N ,� m STRIA . ,� ,a �, + . . . - - - 11 H - _ . : # ,� f v Wm oM M - L . . . � . - , . � . . . I I . . . . . . 11 . , - . , I I � . . . � - .__ - ---- - . , }. p cp _ > > _ . . : . . _ _ . _ _ _ . _ -_ . cn M o v, - , : z - , x , : I i - - : - c . . . . - . (I - . . _ . - _ . _ _. _ (IT m ¢ E "A" 0 : , �r Lu N d _ . I j . w� ¢ •PI CL RE 11 •. - . - m - _ -- : . . z al �, �, a z `r if c rn : " • , . . 1 • Q� PR FILE CALF _. d ? - . g HO IZ.: 1 500 w o ff g S . . - , _ - - - _ - -_ : . . . . . ._ . . . . . . - , . , . .. - . - , . VE 1. m - •50 �Ita, . . _ . , : , - cn ¢ r -- . - . - _ . . . - . „ . . J . . _ . . r: : . T34m "� -� _ a _ . _ _ . . T 2 H as n o _ mm R.C. __ . -. __ J I . . . , . , : ►A ofA raj , . . z a I . . � I - + ' d ' L � ­ .1. - . � ­ U3 - - PV.C- Lw � __ _ O ' � • - - . - - - 1 . , t1 ... { p e T �. ,. , : 0 _ , . . + .o � .� + z x 1`UT 1 4,85 0 rn o z � � u; ati . �: » o 7 1 30 IA C.F . H z4 3 6� 5 1. b , 250 . _. . _ _ . . . . . . . , . , u . . . . , b u r w �i o , LINt , - : - . , 1 1- - } , . : _ , z - 1- __ T r- � Oz M n . - . _ . . - . . - � , _ . 2. 38m .1050mm .R. P. L. R C.13. T. -2" H RIZ.: ' 1:5001 .ti j +to ,°cn 11 _ 11 : , _ , . . L._ _ _, - ��- - ART.; 0 + z O o<o > 2001 D 1TH TERTIIG!IT JpINTS cE, - +- -6-7 - - --- 1:5 Z . - . . - � n m Q> N L i . u c� cn . . 31 _ . . c•, 4 R.C. 1 4 -; z + 4 . - f- a -... _. - - i- 35 m C F., iD W1T WAT . - - - T J01 TS - • 'ate - -_ - - -- --- - _ d N r� . . - . N or) , . - cn� . . _ _ . ?05 111 - . _ _ -. - --_ . . - tl z : - k , � +- . ,- � .1. 4 , � I � ­ I ­ - d­ I ,- - . I � . � -_ y , _ _ _ , _ ` ` R:C. 2 D _ . : . , _ . , _ . . . . _ , : - : :-, . • - f :1 _ :.. a. - . , , , : . . I e + , , __ .- , , - e - . . - - a . _ _, .._. �.i : :- r ._ . , ,._ ,_ , .- , , _ , _ _ . _ , , _ , . . . ._ . ♦ . ..- . .- f , . , - - - .-, 11 ;i -z . , . : . ' . : : . _ : -, : (MT WAT RTI H : d - _ . - - . - - , - . . _ . . r : . . , _ . :G ST. 7.39 m 1 fltk � . : R (d P ggnn--n WITH WATFRTI('HT 0+50 1+00 0+00 1+00 0+50 0+00 0+00 32 28 Q37),� IT 1 ° 1 I - " - - - - - -- - - - - - " " - - - - - - 24m 18i,w 8m rn 35 35 I : : : : o . a ; ' i CONSTRUCTION NOTES _ , . . , . o 1 . INSTALL 1500rnM R.C.P. STORM DRAIN 2200-D 4+ 1 C•L, � ` M. N0. 4 _ : : . ; 11.4 Om o Q I _ S _ " : : : : • C= 7.17 : ,_ cd � II co ii W I 0 � 6 + 4,� T, . Z � 11 _ : ; : : ' '�`' � � LOCATION,� TIE (TC-367.180M) II - 'm N ; i I 1 I00 00 r w �{ 7� INSTALL 1350r1r� R.C.P. STORM DRAIN, 1700-D y- Z M ; : : : . - CENTER ASE. 4� . : : _ . .� I ,* - ELO 10 N 1 vo 1 n � u TC 367.1165M) i 11 ­ � . � ' . , :/ . I ­ W I, I__.+ 11' J > 0 1 > _ 1111111 O r : O O I �, _j LO ( 9 )---- INSTALL 1050MM R.C.P. STORM DRAIN, 2000-D � . rj I . . . I � - I � � . I , . 11 f : A . d . I � - I . .'. , : . v=1 a29 { : : : : _ r-: ` v . _ o} g II o} ' ! r; M ,:� 10 INSTALL 900r1r� R,C,P: STORM DRAIN, 1500-D - 1 . - t U ,n . ,n ¢ 1 _ , _ - . I I 3 _ a_ 12 INSTALL 600r,r1 R.C.P. STORM DRAIN, 2000-D : a ; : - - : : : : : :z . 3 12.192n 1 j2 ' 7 ,- io 3 . R7�I " ' : : - - C� : , •W o► 1 t - CURB & GUTTER 22 CONSTRUCT TRANSITION STRUCTURE NO: 3 PER CITY OF RANCH❑ CUCAMONGA STD. DWG. N❑. 336. �+► �NE cn z� 1 �F" 9 Ln LA1'M .�_�. _ : 11 : : : o - K •g N�, i k F o 26 C❑NSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. 321. a D 1 3.71 6 x . _ . R W : :t .,� �. , - _�. . . : . . _ - � 12 _ - -- -- E--- �, _ / 27 CONSTRUCT JUNCTION STRUCTURE N❑. 1 PER CITY OF RANCHO CUCAM❑NGA STD. DWG. N❑. 330, i o 1+8 .834 S A.PT.,2.134m RT - __ - - " . i' i � 0 28 CONSTRUCT JUNCTI❑N STRUCTURE N❑: 2 PER CITY ❑F RANCHO CUCAM❑NGA STD. DWG: N❑. 331, • - • cp JUNCTION S UCTURE NO.1 ,o _ ' _ _ - �\ A=4$',B=1 500mm, I 1----I----- - . - - - - -- - NOO'01'44"W : : _ -- - _: o� : , : : : _ : : : 2g C❑NSTRUCT PIPE C❑LLAR PER CITY ❑F RANCHO CUCAMONGA STD: DWG: NO. 329: O C=1 .1295m=q+03.018 „ - - -- D ►�+��+ � : : : rn -_ _ . . _ _ -= �'v LINE ..C.. -1i_. _ 0 - �IN 9 37 1 p 0 CEM 1 - S 1 REE 1 : .¢ _ - - `" 30 C❑NSTRUCT CATCH BASIN PER CALTRANS STD: PLAN N❑. 072, TYPE 'GOL' ; : : - : - - : . j • °� 7 u� : . _ : _ a, c +82.700 LINE "A" rl m v~i i *' -- - �- P 31 C❑NSTRUCT CATCH BASIN PER CITY ❑F RANCH❑ CUCAM❑NGA STD: DWG: N❑: 300: SEE PLAN FOR 'W' AND 'V', z a CE RLINE INTERSECT 6 J I - J-� - - - - �. f R�W : : ' ' I -r' -: : . ' S wW 0 0+00.0 -LINz- C w I I �- 32 CONSTRUCT LOCAL DEPRESSION PER CALTRANS STD. PLAN NO. D78, TYPE GOL INLET. : . 12 363 263 J 11 ._. %Atk - 6 - ~o I 1 j CURB & GUTTER 35 C❑NSTRUCT L❑CAL DEPRESSI❑N PER CITY ❑F RANCH❑ CUCAMONGA STD. DWG. N❑. 307, CASE 'A'. c�. =/ I -1 z I ___1 � o `nl d' ` - JJJJ W 1 .4m � I ri �. N { n 1 M v - 3 P. of 0 I 1 37 CONSTRUCT PIPE CLOSURE TYPE 'A' PER S,B,C.F:C:D. STD, PLAN N❑, S.P. 176. W - : } . rn 0 0 � - ! CO i 47 C❑NSTRUCT SUPP❑RT FOR EXIST. CONDUIT CROSSING: TRENCH PER CITY ❑F RANCHO CUCAM❑NGA STD. DWG: N❑: 339. N ^ _ t -x 4 � Lf) : I h i U p 4L, r) d + co oN ", V�l o x , I t1 1 - M LU o f o o b. t3M dm __ ___ i £ o+o Q441 ; I11 SCALE 1 500ii;5 E W iNAT1 RTIG T o u rl r) > 14.326m I 1 I �_ �.. I I- PROFILE,SCADS: III I E o : : En Z o u JOI TS o y w . . 5.227 � a II .C.P., 2000 D - VE T.: j1:50 o .4U 600r�m _ . - - - . . . , . . . z REMOVE EXIST. GRATED INLET -- - R.C.P , 150 -D - - 1 TETE# - -. _ . �,� ` \ AND ABANDON EXIST DRAIN PIPE CENTERLINE PIPE CURVE DATA : : : WITH ATERTIGHT ;, ,, - : :`•�\ I ,�� - - INT . . JOINTSR --1 L c7l 15v I �� - _� N0. R(m) DELTA L(m) T(m) PROFILE SALES: , PR FILE GALE Q m F LIFE •C* I v E� - - _ - '�'-- - _ " �F, t : : : - - HORIZ.: 1: 0 HO IZ.: :100 : : - E ,�, J ------ -r-*----- - 0 s.s5s 43'18 53 5.185 2.722 NOTE REGARDING WATERTIGHT JOINTS: __ _- - . L _ . _ - ---cT ------ = 9 41, 112 THE CONTRACTOR SHALL PROVIDE WATERTIGHT 0+00 0+00 0+00 , O 6.858 43'18'53" 5.185 2.722 PIPE JOINTS FOR ALL PIPES INSTALLED WITHIN `-.q I 0+09.498 E.C. 0+02.036 B.C. [" F- I - - CALTRANS RIGHT-OF-WAY IN ADDITION TO ALINE' C 7 -_ LATERALS "C-1 " AND "C-2" AS SHOWN ON THIS 0+04.31 3 B.C. _ r ___ 1 _ - __ PLAN. WATERTIGHT JOINTS SHALL COMPLY WITH I I LATERAL C-2 CALTRANS STANDARD SPECIFICATIONS SECTION - - T - ---�_ -- - 61 -1 .02E. GASKET PRODUCT MATERIAL SHALL BE -, - n , (�Lf - - - `J �-/ - 10 "RAM-NEK" OR AN APPROVED EQUAL PRODUCT. I , _ E E - - - - - �€ 1 +84.834 STA. PT., 27 0 o II E 11 J I = - 0 0 „ „ N o 7 It 9 etric _ 2.134m RT., LINE"A" F- _• LINE C o E .� i o i 0+03.01 8 LINE "C" J.S. NO. 1 • co rn o. II O - N II O A=45', 8=1500mm, C-1 .295m Q } U Z m Z .- OD O a, 0 II 11 � __ vi o QE z N � � cp II - E Q opo Q � _ E W DERBISH, CITYOF R NCHO CUCAMONGA Ll N w- W a Urn O_ -12- Q?,O ESSfph� APPROperVED BY: ��� R.C.E. �� N Z in F- NI (bO) GUERRA 8C RECOMMENDED BY: Q O FzDM QU Q O 0 ���0���� E. GU�� �F ASSOCIATES CITY tNGINEER RCE 31979 DATE �1 �,�_ °4 � � II � 22 V g V) g U W oP �9 Zc' CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET m Q PLAN AND PROFILE L0 O E rn O E � RA�'CHO CtYAMO�G.4 CA 91730 OF R.C.E. 29224 cor�lzTEv GQTG Foothill Hermosa Storm Drain 10 13 IL) � p N O O c0 Ph. (909) 987 4306 Fax (909) .941-1528 BASIN V STA• D+57. 455 _ PO 00 It 00) � 1. 0 A11v STA 0+64 3►3 (ptA►s t LAT. ?S�FIL'ES) 9/2jQ9 3 CENTER AVENUE PR°JECT SHEET T + + II - 000 OOm } `rlgr CIVIL o���P BY / DATE BY / DATE 10 OF 29 O =� 28 26 37 F OF �E / �f » » ff CAS _ 41(-0111 A DESCRIPTION OF REVISION DESIGN cr1Y LINE C & LINE F DRAWING NO. ?, DAN L E. GUERRA R C 29224 EXP.3/31/03 ENGINEER APPROVED LATS.: "C-1",..0-2", "F-1, "Ii'-2" (METRIC) (p q 1- w t Y � 4 4- SCALES: 1 +46-00T t t it PROFILE i T =1 07. 8 TO=1206. 1 =1 06. T =1 06. 3 TC 12 6.9 T--1 06 6 T =1 Ofi. 1 - .S. OV P►PE VERT.: 1 "=49 - -- II e . Tl a I T 1 12. 9 12 0 I W '100" V 13:1 1' 11 48 00 LOC T(0 Ti C B., =100', V= 3.11' - i H - -- i \ A 5 I I � TC (1 07. .1). _ 0 Ai J- 10-- - - 1 1 1 DO a. 1 o q. o a ��� WF � o f co -- _ R 6 cn o —f- � _ "Al-10a 1 t o w ... .. _ i 0 L Q cn - 0+ Z a t► rt - - - - 11 190 -- 11 6.26 F. 30" {31A F2. .P. I 22504D Q=i&4 i + Eii 2, • _ Q 0 o - n c5 rn 1 1190 _ -- - RL NLLL—t L4-L c + _ O W O d C NST UC 5 .58 L.F 0 .6 00 D E1 a • N �O �. V,-C-.�-. D- _ Ll =3 1 cf$ ao m 1 80 11 Il w d ti _ Q H f cu S 15 w I ' Q �t ___ Z 14 01 in A t>D cr A. 2+ 2.1C14 w ' w} N M.H. NO. ;4 0+!00. 0 N - - � m II II — °° _ T• --4 - F. O R PIP - — v' 1 30 N 2 i Z - � M .� Q1 ry Q a a a 2 ao 12301 1 1240 00or Opp", a Q, a 00 01 I I a = a C I 00 1`20 I 22 '� �?00+ � +_ - o00 LL °'o 0 0 02 0 1 �n �N N —�� o ~gfZ I 4 a olt- Z d — — 4� 22 - _ - - - - - C-4 IN e1X 11 1 11 1 + f1 o - - - - - 2�250�D Q= Oct$ - _ _.. _ a t O lnER d rn cn O M U N . � N• Q N tt tT Q - w o Q z !0 18 L.F. D" r _ : N > = n 22150 D =Oi8cf Z M C- — - — CU CDro __ J U7 - - - - W I J Q O O - - - - - O - - �. -A- I DERBISH, CITY 0_F_ RANCHO_ CUCAMONGA s QRpFESS/pN GUERRA & APPROVED BY: ] `R C.E. 24953 RECOMMENDED BY: PROJECT BENCHMARK: �� ���� E. G�F�`F ASSOCIATES CITY ENGINEER �� � \,�; cam( DAT t��- ��IL P CITY Or RANCHO CuCAMONGA BENCHMARK NO. 10040: �� z CIVIL ENGINEERS LAND SURVEYORS FOOTHILL / HERMOSA STORM DRAIN SUBSECTION SHEET � m s DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB m STAMPED "SB CO BM 01 1 1 7" AT THE S.W. COR OF FOOTHILL R.C.E. 29224 RAti('HO c' C.4.b10.tiG.� 06 91;3C � ADpED PWF- LEND i HS SIZES LATS N-5 t 11 OF 13 BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. (909) 987-430E 1 H-(o 9/2/99 3`ee PROJECT SHEET LATERAL PROFILES 1 1 OF 29 c ELEVATION: 1207.097 STAT CNIt p���P BY / DATE BY / DATE f OF CAVE/ DESCRIPTION OF REVISION DESIGN CITY DRAWING NO. ---� I L � 7f ff ff 1f DANT E GUERRA fC�9224 EXP 3/31!03 ENGINEER APPROVED LATS.. H-1 THROUGH H-6 16 q1- p v �2 EXISTING ST. LT. , PROFILE SCALES: 1 + f. 0-1 0 r% t- Tt- tir t -�-C(*DUI j- R PSP HORIZ.: 1 "=20' =1207.16 TC=1207.08 TC 12 6.9 _ T =1os.191 =1 07. 8 I VERT.: 1 "=4' T =12106. 1 T =1206. 6 T =1 06. 3 T -1 06 6 X1. TI _. C.3., ou 0 1--I , .. 10 T = 1w12. 9 -1I _. W+10Q'� VI=-1-J.1.1 11+4 00 LOCkTIO TI C B., N=l00' 4. T; -1 p 5 T (1 07. 1) ® T - I - - 1 X�b' T o 1 1 0+ + 1 0 00 + I 1 o T n I Z- N �a a _ I11 X/ I 1 1 11200 1 1 vcn -- tt .• 8, a I - o I a� ALTERNA'T'E I I 11I 190 tt .. 11 I Ilk 11 1 a i ALT ERNAM _ 10 61 L. 30 DI R C.P. 2�50�D Q= Scf p0L _ O 1 11 mco aN En Lu ur CN �i Z Q1 o ? I N - NST UC 5 .58 L.F o UL+ 0" IA. R.C.P. w DI!A R.C.P. _ Q=3 1 cf$ °Q 1 80 °� w 4 .4 36 cf 11 T >\ - I I I II oil) I > IYLoI + Z_ Z xn + o z I x V o P 12401 115 Lj W II 1 1 1+49-60 Lc c.T C op A. 2+ 2.1 N 'r' IQ p rn >o J.3. O. _;0+ 0.0 3 N _ 1 30 N - 2 mn � M Zcb , (n If)N .-- - - --. -.--- - MI a e CD a m _ + ry M F ° • Q Z ao 1 1 1 , I v~i o - w t - - d I ( I d e - - - 120 { 22 ' - - - o w +=10 QZ o o —� I CT) - - � w CT) I Q~z I f a t Z 2211 0 1 I 1 w 1 o { 0 N 70N, i\ j cv J• o + _ o i N C. N 0. N o a CN CN 1v p Z — __ Ll x II N 6 3 DT R. .P. Q O rn — x II cn O ( � m cn II 0' Z t •t -UTA w r - , - _ - - 1�1 1:L' a . x p 22 - 6 fs i � z J ro Z Ul - - - W Q CD H Q cn U DERBISH, CITY OF RANCHO CUCAMONGA %pFEss GUERRA & APPROVED BY: R.C.E �4953 RECOMME ED BY: PROJECT BENCHMARK: e ��` E. c�F��� ASSOCIATES CITY ENGINEER �4 �� t ice„"� DATE CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: OP CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET LLJ m 0 FOOTHILL / HERMOSA STORM DRAIN 11 ALT. OF 13 Q DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB mA R.C.E. 29224 � RANCHO C1CAMoA�-1. CA 91; 0 STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL (90.9) 987-4306Al PROJECT SHEET LZ BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. civ k- ALTERNATE LATERAL PROFILES ELEVATION: 1207.097 ST9TF OF CIA�j// BY / DATE BY / DATE 11 ALT. OF 29 I DESCRIPTION OF REVISION DRAWING NO. o -- `IrT1 Z� DESIGN CITY ff » 7f ff a` DAE GUERRA RCE 24 EXP 3/31 103 ENGINEER APPROVED LATS.: H-1 THROUGH H-6 , FI ES t I i - �- -1 ---- t — i } --T _ t HORIZ.: 1 "=20' , A i i V w STA 4� 0+00.00 CHURCH S.- TIE-IF— #4- T. IE- N o _ - - 14 -- _ - V#7.5 1 C(1252.138),- FL 1(12 1. ) o > (14 _- _ -- - _ N 2 P.0 C. COLLAR N M > s M 1U- -ki CU fn F 1 5 - 12 5 $ L o _ 1 5 0 l 1= VE PI E- 1 I2 i t I I , a — \ 0 t I o _ L N o — No XiS tNG 60 I m z - - - - N M a co + I oo t O t m v� 1 I I I - o z° to 10.449% l I I - I I � r , a _ifit I co 1 4' 12 5 I i 1 5 1 0 IZ hi !"20"- - _ - m aIIf_ -+ - LL u �+ ' o rn z o z w- 4 m + O a, 00 . .nIL 0 60" DIAMETER :TIE 1 + - O r fill + , N + c N > II p 42 n >; Q ' N 60" DIAi II rQ - - v, It o ►- z 7 3�" qIA - a 22 - v 18 L.% Ell M o fy 4- - 'a =914cfsl Q N 11500--D Q= 8cf 123 : 2 o N 3.2 L. 5 WA. 11700T u C.P. D -- - z _ - N 1 Ln 4D n II .50 L.F 4 DF.C.P. II 61-D, Q=156 s w � w _ N O N 00 tj 41 W -�00 ap tOi t0 v O : N N N U A (O dp ^ Z + O co a� oN M � _ U u- N co N - - - - - - Ij +m N 3 a g a I a i �U � N No T r2- - } M 2 0 1 1 �? 0 1760 + o o ° M co + ° 1 I di i - - - -- + j 1 tri A. {� ►14 "Ilk I I `�' o - -- - D .� j 1 T 11260 I , I I° I D - _ I 7s CT) LLJ Lu � 0 1 5 1 0 m 1 5 ° Q i w i uj ml I N t4— - 0 T N cw - 1 a + _ 1 OO+D 2 00 L.F. 36 Di . R .P. Q _ - M -- _ m : L7 c� Lr),U 3 of M o 1 n il; o 0 24 0 .F. 36 DI M .P. H Ep N II en 0 1500-1) O >{ 00 .2 L.F. 5 A. .C. w Q - + CFS + Z J 1ip 6.00 .F. 54 DI R. .P: 6 .F. j54"j DWA R. .P. o - - �> J — Z w J H LL CD CD 1 U cu CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTESDERBISH, � _ - - -- -- . =PROFESS/oN APPROVED BY: � i � � R.C.E. 2495,� RECOMMENDED BY: 29 CONSTRUCT PIPE COLLAR PER CITY OF RANCHO CUCAM❑NGA STD DWG, NO, 329, PROJECT BENCHMARK: E G�F�, �F ASSOCIATES CITY ENGINEFZR L ` �'• ����(� � l ��t�i DATE{ �, ¢ � _q CITY OF RANCHO CuCAMONGA BENCHMARK NO. 10040: CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB �l `' � FOOTHILL / HERMOSA STORM DRAIN 12 13 R.C.E. 29224 Ra_�cxo ��ct�e�o.�ca. ca 31;3o OF STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL / (909) 98-t-4306 / LATERAL PROJECT SHEET BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. PROFILES 12 OF 29 ELEVATION: 1207.097' ,9TF OF C!A` �\P BY / DATE BY / DATE DESCRIPTION OF REVISION DESIGN c11Y DRAWING NO. �+ pp DANT E GUERRA R C.E 1224 EXP4 3/31103 ENGINEER APPROVED LATS.. "H-U" THROUGH "1-1-14" 9/- D v t—T _ - _.- - ' - - - - -- - - _ -- _- - t__. 1 ' PROFILE ES TT t ---Fj�. � � � � � YIZO L SCALES: HORIZ.: 1 "=20' 0+ 0.0 CFNURgH T OT. ZE INw - -t� -_-- - 34-1-72,50 OC TI C. F=7"-7J50'- O f Doo T (122. ), L 1251.4 ) o XiS .,W 23' � � ci > o 54+20.50 L C. IE .B., W 28, V=12.91 _ ONF n3 Lu 2 : _ M nm - c i vi z -- 1 5 11255 1 ,3 0 1 2 z F . OVER Pt E 12 12 N t 1 I a o • Hi Xis tNG 80" I I - - - - _ SN' cn a s {T� t- } , m zc i O v p% I . - O - .- - N • � o tc) 0.4 97. 1 . ( I v o o f + o+ Ne� u 1 ro i 1 i 1 1 5 I :bell 1 5 } 1 12 12 12501 I g +n N W LLj •• • m m i + = I z O ff • uj 11 A //'�� Lu m V _ + ' p+ T�j Ln o n > ry " 0 A2 U ^I o o V) _ - - - \N ' 2i9 vii z 3 I c� m N M� o U - - Z I I Q U t0 22 - C. 1 00 "D f- Z N W X J N ff ff i II r �- 1500- D Q- 8cf 1 m v x 1 010 � ci �n x j — � z; I I I — ' -- Z TENA i - i _ n h N N 64 9 F. 54 D R. .P. b� X U TERN TE > I . z .50 L.F 4 C. 60 -D, Q-,156 fs 27 17 : - 112 0 17 ! w S 1 +- N O d0 O - - 11 U > M t0 N n r ry JN 'coq p $ N F v CN U J r T 12 0 ,. p m ,,, +m .� a a� ;° u 1 70 - - + o u N, m " N ' IIT t U.S. OVID pi M 3 Q LL r- N - -+ -- - I v~i u i "a v , —7i H 2 T- t 0 1 1 � 0 1 a � O i r J i '` _ - + O 101 -- - > I � O J, t } I I + o O _. - + -- oor I2 -. I 1 i d ' a 1 1 r • 9 { , w 1 rn I Q — N Q I a a I } N } -- - - % 0 1 1 0 m 1250 a r-1 Lt { I I oy. e . N Lr) z LIM _ - - - U j cli O cD cp { I 1 d — a + N + 24. .F. 6" a ►- N a 1 00 D 24.00 L.F. 36 DIA. R P. oto 1 50 fTj Q - - - - -_ o +m p -cl + m p f 1 �f otip o co u U u o; g 24 0 F. 36 OI R. .P. + cv — cn-� Q N c0 N rJLA - - — Z,, N O _- O X > W + U ;1 L:�iti1.�1� Lt Z p UL13 ¢ U o w J j O -t F. T r�•� 7,02 54" D R. .P. i C+t'•TE A l�. I d of p U 3. 8 F. 4" IA. R.0 P. 701-D ' U. = c s I 7 2L.F. 'S4"' DIA R. .P. 11 m N nu ro J z - z - _ c� cn _ - w 0 a z _ w _ _ I -- 0 0 w _ a co DERBISH, CITY OF RANCHO CUCAMONGA 0 -1 CONSTRUCTION NOTES =Ro GUERRA & FESS/ RECOMMENDED BY: PROJECT BENCHMARK: ����` E. G�F'�p`moi CITY ENGIOVEDNEER. BY. �� L( lCll� u%� DATE ,4 9��' ��� ASSOCIATES CITY ENGINEER ;, � � , 29 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. / o v C17Y C -2ANC iU CUCAMUN�6A BENCHMARK NO. 10040: �' Z\ CIVIL ENGINEERS LAND SURVEYORS SUBSECTION SHEET w m'i 0 FOOTHILL / HERMbSA STORM DRAIN DESCRIPTION: FD. 1 'r ROUND HEAD BOLT IN CONC. CURB ( R.C.E. 29224 RANCHO CCZ'_4M0AGA, (A �1;_io 12 ALT. OF 13 STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL (909) 987-4306 BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. \ PROJECT SHEET ELEVATION: 1207.097' \qrF CIVIL o��\P BY / DATE BY / DATE ALTERNATE LATERAL PROFILESOF 12 ALT. of 29 ��n� 0 DESCRIPTION OF REVISION Q DRAWING NO. 1 ENGINDESEGN CITY ER APPROVED )V(�TS.. "H-S" THROUGH "H-14" DA.NIEI. GUE R C E _97 9 4 EXP 3/31;03 16 ?1—D cv