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HomeMy WebLinkAbout1714-D 1"7— `°� GENERAL NOTE : a HIGHWAYFUTURE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF - -- - - ------_A--- _ NIcHc a Nn AV[ PUBLICWORKS CONcTRUCTION CURRENT E;iITI��N. iNrLUDINCITS ANNIA! SUPLFMENTS OF AMENDMEN7S. CON RACIO` SHALL �c RANCHO CUCAMONGA STANDARDS AND TNF STANDARD SPECI ICATIONS FOR 1-- A r p-1 Q i �0 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER `� POLES, WATER METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT Q o��P SHOWN ON THESE PLANS WITHIN THE RIGHT--OF-WAY LIMITS OR IN ADJACENT �� — �' _ _ __ VICTOR`1A srrr£Er__ AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHA L Q PROJECT' SITE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARI7E SANBAG HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY I � � v N DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY - � FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILIII 31 30 29 28 27 26 25 24 23 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 33 32 I 22 21 20 _ _ aaSEUNE soap____ PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR RF FOOD DRIVE �PRIVA CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR -- - VICIN17Y ASAP No S�- , RIGHT-OF-WAY. 34 19 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. i W PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT t I ,i - POINTS WITHIN 0.01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE 44 o I c c - THAN 50 FOOT INTERVALS. ADDITIONAL PAV N TAK �, _, S IGS ES �IINC ��� �� i � ^ 3 5 3 6 3 7 3 8 3 9 4 0 41 4 4 3 BENCH MARK. 2 SEF. SHE LE2 1PI 'EAU DR. j� 18 FOUND HEAD BOLT IN SOUTH END OF 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, -- - i i CONCRETE CULVERT UNDER S.P.R.R. MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. W i W — 45 P TRACKS ON EAST SIDE OF EAST AVENUE i � R C Z �.� /v,4 � BETWEEN VICTORIA STREET AND 1 � F \ BASELINE ROAD. 1 I �55c 46 � 4 7 SAN BERNARDINO COUNTY B206 54 53 52 J1 50 49 48 S T 7. COMPACTION TE_TS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL_ GROUND AND ALL SUB-GRADES SHALL BE PERFORMED J ELEVATION = 1323.127 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WTTH ILI --- THESE COMPACTION TESTS SHALL 8E SUBMITTED TO Q,' . ' - L - ,,,;, �.-'".-� - _ ------ i _ - - ---.�,��.- __ _. �"''r 16 W B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED15 TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS � .� � DC) T DRIVE' ( PR 'E) I �/AT COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ,0 PAVING. t 36 1 4 7 9 10 13 4 5 8 11 12 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING AL-L TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSTS AND CONSTRUCTION NOTES AND QUANTITIES SAND EQUIVALENT OF AGGREGATE BASE . SANBAG R f W 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH RR--VALUE AND PAVEMENT 01 CONSTRUCT 24" RCP CLASS IV 148 LF TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. j CONSTRUCT 36" RCP D- 1000 260 LF WWE' X�v O CONSTRUCT 48" RCP D- 1000 1032 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS IS `.__sG_�`__` �1,3 O CONSTRUCT 66" RCP D-1200 300 LF OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB--GRADE AND ALL VOIDS OR INDEX MAP O CONSTRUCT 84" RCP D-1200 120 LF DEPRESSIONS SHALL. BE FILLED WITH A FINE GR ---- - -- -- -- �6 CONSTRUCT TEMP. CMP CATCH BASIN PER CITY STD. 311 1 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOIiS O CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ LOCAL 5 EA STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. GRAPHIC SCALE 1 '• = 100 ' DEPRESSIONS PER CITY STD. 307 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMFNT WIDTH PRIOR TO PAVI ir` CONSTRUCT MANHOLE N0.2 PER CITY STD. 319 2 EA i � •_ J ?U V 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE O9 CONSTRUCT MANHOLE N0.4 PER CITY STD. 321 3 EA OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 10 CONSTRUCT CONCRETE BULKHEAD PER RCFCD STD. M816 1 EA OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLA 11 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 1 EA 12 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD N0. 333 1 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 13 REMOVE EXISTING TREES 1 LS 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 04 RELOCATE EXISTING WATER METER 1 EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 15 REMOVE 6 RECONSTRUCT EXIST FENCE 6 PILLARS 1 LS DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGIN 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHAH BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HODS PRIOR TO NOTTCE TO CONTRACTOR Ct+AN6E TO PRIVATE STREET Mg DR - 2 EXCAVATION. I MOD. THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, DESCRIPTION CDS REVISION DATE Y PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: AFT IF-OVED STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE A. GENERAL TELEPHONE 1-800--483-3000 LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER CITY OF RANCHO CUCAMONGA B. SOUTHERN CALIFORNIA GAS COMPANY 1-800- 427-2200 ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE 216 N. EUCLID AVENUE LOCATION SHOWN. ONTARIO, CA 91762 9TOP,M DRA IN THE CONTRACTOR IS RECKIIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT C. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND IMP 9641 SAN BERNARDINO ROAD UTILITIES NOT OF RECORD On NOT SHOWN ON THESE PLANS. RO VEM FN T PLI AN- RANCHO CUCAMONGA, CA 91730 CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 FOR D. MARKS CABL.EVISION (909) 987-6275 WORKING DAYS PRIOR TO EXCAVATION. TRACT NO. 15911 C PK71VATEA 10808 FOOTHILL BLVD. X120 QRpFESSI�� RANCHO CUCAMONGA, CA 91730q-, �N AD FqC q� APPROVED BY - -- nn a4 TE CITY E&GIAEFA R.C.E. 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NO COPJSTRUCTION ACTIVITIES SHALL OCCUR ON PRIVATE PROPERTY WITHOUT OWNERS WRITTEN APPROVAL . PROPERTY OWNERS SHAL I_ BE NOTIFIED IN WRITING 30 DAYS IN ADVANCE - 7 OF ANY TREE REMOVALS AND OR RELOCATIONS OF PRIVATE IMPROVEMENTS I WITHIN THE RIGHT OF WAY 0 1 g 35t3's IZ Q�, -= a EAST AVE. � -_ - g '- ,il, L ,t CL - AT�A� �Q a >a CONSTRUCTION NOTES r rr In � ". EX GTE L LINE APO MCI o - ,_.. W NO.4 1 rlr�r r J J 1 _� ;; ¢ _� ry +e t_ -,r X FIBER OPT. PF2L?TEC:T IN PLACE ;I F f7� 2 ' - - STA. 43+50.12 " l z 1 ("•�~' a LA . 25-A = 1 CONSTRUCT 24" RCP .. ,7., -- -J u. I- - - ✓ + -TRE F Yf CAL) r - --------- N _ ...--- t CONSTRUCT 48 RCP REMOVE €XIST1� v$ N44'S8 13A3'E Ba.9Fi' «, m ( i ATE X. o _ T 13 �,� N B 48' � p ; , , - Pit LA - i , , n g+ g „ - >_ �-=� '' Q �- Di 84' q CONSTRUCT 66' RCP + . ' 5 '4 ER ► v + -- - WA AS A NUE _ _ X ^ - RE TOCATE TER- !4 � D2 66.' - - �� E T `VE 4 13 _ -_- .._ _.. . _ _ _ - CONSTRUCT 84 RCP : r % - C g 5 O5 . . _ _ _ _._ __ .- a, _..--- -. _____ _-__ ,-_-___ •__--__.._-. ______. _- __ __. .., �_._ __-__ _._ . - -__�_.--.-_ . __ _ - L _ _ E 8 9' A� f - �. - �. t I :,.._1 .,,%r- ?�:-.�_. -.. �__. .. -. ._._ , -- :Zx-" -1,; y - �E- / 4 i + _ , x 1 10.3 O _ STD. 300 / LOCAL - � - CONSTRUCT C TCH BASI PER CIT 4 - ._-= T"', - :7,�- - ._: -- I -- - -_ _ - �s --I ,. �fi _L _�--�_ _ DEPRESSIONSAPER CITYNSTD. 307 Y _�, - - - -- I __ -- -- ---- _7« . T ,� , - - , .. E l "S" 1307 3 . - EL.R" 1308.00 V � � -- ---�'. - �8 CONSTRUCT MANHOLE N0.2 PER CITY STD. 319 --- ._ . - ---- -- --- - ------ --------- _ - _ - _ _ _ - - - -- - ra _ - _ +w -- - -- +- - - - - -- - 3�' - - 32 } 33 3q 3E - - -, 4, • - --- CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 __ .•'< �' - - ..._._,__.. ,- __ - ,-�„___ . 4-.,._-, _...._m_.a ,_ ___ �,. . _...,,,, . _ .:!`t. _. _' '� - -- -----_ _ --- {`>ti O --t - ---------- - , n, __ fr - t; o H --- o t, - o++ - 1 - _ - =_--_- - --- -_ m T 10 CONSTRUCT CONCRETE BULKFAD PER RCFCD STD. M816 10 O H ------ --f+�I -�4H-; 0 H -- _ 0 N --- - ---- E31i ==--- 0 H i`0 N 0 H (; __ - 1 ' --- .. I __ __ \, - - '-- CONSTRUCT JUNCTION STRUCTURE NO 4 PER CITY STO NO 333 \ 12 t , . ,., -. r REMOVE EXISTING TREE A .� a , ' \\ I K f�ru irn / � -- Cq) RELOCATE EXISTING WATER METER `~ ff - , 12' DRAINAGE EASEMLNT -j� > / v Q 15 REMOVE & RECONSTRUCT EXIST FENCE & PILLARS 1 LINT XIV--33 I PRIVATE i �, 1 - C rK I�ATE3 t _ 3 , i fU ,jam Co CHANGE STREC-T ?D PRIVATE 9 -l2 MoD - ,, -� r a�� ! 1 m 4 SANBAG R/W PLATEAU DRIVE LLFSCRIPTIDN REVrslav D,4 TF ' vm TRACT X911 � PR I vATE �0 CITY OF RANCHO CUCAMONGA BENCH MARK: I , PLAN AND PROFILE F OUND Hf AD E3OL T IN SOUTH END OF CONCRETE CUL_VERT UNDER S.P.R.R. TRACKS ON EAST SIDE OF EAST AVENUE BETWEEN VICTORIA STREET AND STORM DRAIN L INE XIV-25 BASELINE ROAD. SAN BERNARDINO COUNTY 8206 I TRACT NO. 15911 PRpFESS10 ELEVATION = 1323.127 �, N� ,_ . . � �MpD FyC � AAA�VED BY � ` DATE � �� r �, C17-Y EIvC RETR - __.. R.C.E. N!U. 24953 ti z GRAPHIC SCALE 1 '=40 ' �� , Ll��YM SSR kF ALERT ui t � F E R T I~ CIVIL E7vE'�D u Z Q`-SIrh'd Fff[Y+f - - -- -- - ` XF. 12-310 E M, T T rn o CALL T� FSE �TEXP. CIV1� 1-0 P _#RAWN RIVE I( ,ac .y ?,W s�ff � <. :,' R//0 ,qT % _a s � . A - E_ S (9D9I JPL' 1070 � � � �lvv v � L M FNf,INCE RINGyCOrtS.IX TANTS- / L� �:/ VVV��` !� n 227--2600 craLZF ----__ ___ -- rho r L-- -- --- - ---- 0I �QICFO R.C.E. AV. C39530 C12AWIAc N0. M.F. DATE: 71512" - D -_-- _. _. ___- __ -____-_ 1714-D PROL)FC7 St11_ 7 IVU. _1�_ Iol __�� 16ZL II 9 - - - - __ _ . - _I.,___ .__ . - . ._ _. _ . -1. --_ -- -- _ - -_ _ - •- _ _ -- -- _ . . _ - - . - -- _ i a - -i _ , . : . . j,. _ _ __ __ _ _ _ - _ _ _ . ! t ; , _o 1 t ! z • . . I , I x I „ . r f : N x . : : : - , ; ; r 1 : : I _ i _ 1y:+�� I : G . i x_jI - _ ' i 1 Wz ! f f ._ i r ` M : e ! i 1 i , . i }- e 4 1 -. 'e , 4 a _ i : _}% .. s r _ ... . ._: _"a ...#. -S.. -_ -_ `"' _4. - -- `V-. _ -1 . - _ - ? F - -1 - , _i . . 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V J __ - - _ _ -- _ _ _ _ _ _ . _ _-_-_ _ _ _ _ __ __. . _". . _ _._ _ _ _- _". __ : y - + I 1 , t .. _.S , - S - - - t t 4 -.- I . . I . , , . r . . : • , f i c I ._ - - - - _ - - _ _ - -- -. ._ _ i ". .- _ __. - _ -. .__ ".. _. - - ".L_ e - ..4- r - _ _ .. . .. ....... _. _ .,_ , -. _ .._. - .. .. _ ._ -__ - ,._.. -_ _ -.. - _ .. _ _ _ - - i _ - t - . : . r� , : : f � i : s t - - - - _. - - - - - VJ - - b _ - - - - - - - _ - _ L 4 , 1 _ ' . I 1 i . { Z s I _ ! t I . ; _. _. I _. _ .. ____ .-'- _. _ - t _ _ _ _i- -l .i --i.. .i - _ , € 14.70 ....i y ' . 1 i . ; y -' '" { - -�- - _ _ --- _'-_. ._ ___. u _ 1315 _ _ _ �:Y a :_. 1315 . . - . -, --- . - --- - _ _ _ . _. _ - -_ - , + ,. --. _ _. _ - � .�-� H _ _ - _ . . T . i + I . - - - - � . : i i - I , - s - - - ` -:' -� - y _ _,._ _ ._ _ _. -- . 1309.81 -L . 1309.90 FL ' { i i a.. _ { i EL S•�1307 9T S�O.0030 . _...,: . .,-._ . --......._- -*--.... "4.... _- - ... _....... r _-....._ . _.-.. -._ .-._ _ ... ._ _. ... - - .- ...._ -....." ....._ - , .._ _ _......._y --..... --.. -.... --....,-._ .... ....,.. ....,.._- -........; y _ ... __ _ _ _ _ - - _ _ .. _ ..: .. _ > �. ..y. S.-0 . i . J i . ! i 0 � � I ; : r - . I 1 efil ce a! 1 ! � e E 1 I _ _ _ _ _ .. _ V _ _ _ _ _ ._. a_. _ _,.. _ _. _ __<__ t _� $ �# _ -i_ 4 ,. Oi00�6.4 CFS _,� .r {fl10b-�8 4 F ,----4 ] - - _. __ ____ _- _ _ _ ___ _.�_____. _ _.____ w _ _ _ __ _-_ __ _- _ _ __ _ ._ _ __ -------,�_-,. _ - - t1305 _ . __l---*-- _-- ._-- ' _-__.-. --�__�_ _*-_ .4. _._ �..-__ ._ __ #. �s .. - _ . w_ - � . -{ -4 9 s - , =4.41 -� r- - 1305 LL «, - Vn A 1 - -� -� ., Vn -5.66 FPS .,., - I . N .� O n _ - _ __ -. _ - „ _. . . _ _ -- -_ - --- _ . - - - - _ ..-- _ - _. _ p _ .e - Q - . Q _ t , , m t .1 r!.rf f . t 4 ; t } _. 1 _ __ _ 1. : _ - - - f i X29.63 LF RCS Di1w 392 57 118 RCp D+100D _. _ r - - - _ : - .. _- - _-_- -. . v _ _. . . i - _ : - ; - - - 4 _ S : { : i e - : • r : - r . ; , i11 . ' r 1 , i ' . I , t i ! i- E i ! ! i j I i i I o I � I I i t . � i . . i I I I � i I . ; . i � I I ` i UNIE ! I 3 t I i : I ; - : I I I I k . I ; PROFILE SCALES . ; . ; =40 ; HORIZ . 1 ' R `V "r . < P t E _ __ _ , _ _ __ . _ _ - - - - - - -- - - - .- - -- 1!1 , _ _ _ µ . . % _. _... -__ __ a_- _ - _ i ,. _ , . _ i • . VERT 1 4 10 11 12 13 14 15 16 17 18 19 20 qq z ( PR I VATL )A F_ TRACT 15911 w RAIN TREE PLACE w 1 - - 5 ti x 5 � 1 0 " I I I � � .11, ,. w 1 x III I rio " __ �' 1 r >g 49 48 f 4 CONSTRUCTION NOTES W 55 �� 54 53 52 51 50 3i 1 - 4� � ,dv ! LAT. 33-B S d R3 Z O CONSTRUCT 24" RCP xW 4 .zE =W eld Hae- sz- - 1 f�_ g �" H .. o? W� o , . $ , `�' -1 O o� _j O3 CONSTRUCT 46 RCP -El 1� E r t1 c' _ 1" r(f O7 CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ pp - `' V LOCAL DEPRESSIONS PER CITY STD. 307 '�' �o s�� �a ae• O - -- - _ ---------- - _ _ _ � _ A - 3 -- A m __ __ _�_-- _-_-____- _--__-_-- 11 CONSTRUCT MANHOLE N0.2 PER CITY STD. 3i9 Q 8 I Z:-Z- f 43. - - - --------------------- -- - - - ---------- '- --- - -- --- ', - O9 CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 O 14 1 16 17 1 ly 11 - 12 i3 14 16 3 17 U 11 I ,,® ao' c ii CONSTRUCT JUNCTION STRUCTURE NO. 2 PER 43}50.12 MH N0.4 ''� 8 1 M - CITY STD. 331 _9+ 90 L x v-33 g 10+00 DO RA�ITF�E PL. -io+oo.00 WINDY sRovE 0 . - _ - T. d w 2 °° z WINDY GRO E DR IVEI Ln <ld .-I a v C l }Z vA E PROP. 9" MATER + �'g PFS. B" SEWER )m i MI g3r 8s r, X ! W� H 0 sle-� m . - i m CHANGE ST. E msmmeNT TO PRIVATE PER . IN�M► 11 ,0 3 p 8 4 �d 11 719 0 DR 9- 2 Mo s:o/ I PROTECT * 1 7 10 1 1 � O - ae IPrraw �vlsrav a1 rE vED � j 9 - EAST AVENUE CITY OF RANCHO CUCAMONGA BENCH MAW PLAN AND PROFILE FOUND HEAD BOLT IN SOUTH END OF STORM DRAIN LINE XIV-33 CONCRETE CI�VERT UNDER S.P.R.R. MH .4 J3. NO.2 0 TRACKS ON EAST SIDE OF EAST AVENUE ( PRIVATE )L� STA. 12+69.73 STA. i3+00.00 STOPM DPA IN L INE XIV-33 CPKr A ti BETWEEN VICTORIA STREET AND LDE LSH RADUS STA TANBENT A 45' A 45' BASELINE ROAD. 1 35.34' 45.00' 45'00'00" 18.64' GRAPHIC SCALE 1 "=40 ' B 24" B 24" SAN BERNARDINO COUNTY 8206 2 2026' 100.00' 11'36.19•' 10.16' I TRACT NO. 15911 3 20.30 100.00 11'37 55" 10.19 _ wm� D 1 48" D 1 48" MAD SFq APIVED BY Q4 TF l6 ELEVATION = 1323.127 40 20 0 40 80 120 D2 48" D2 48" � P °�g C 6 2' C 5.7' �� .P� Cyr tic CITY EWDEERL �A R.C.E. W. 24-53 E 5.7' E 43' ~ �� A DESIGN' REMW AQ'D N0. C39530 L �y. Ltzonum �M I�T L 6.4' L 4.5' � r" ALBERT A Cjti/�' Q��,j� • EL"S" 1309.8 i EL"S" 1309.90 XP. 12-31-0 37&19 A4 Y ST. CALL: TML FIFE EL"R" 1310.90 EL"R" 1312.63 `�,I, Ivw VtiLR4w WEBB s s o c i a r E s R t07 SST 4 �.. CALI L JN. Er�t�F attic ca+su� 3 OF- OP nn i�ars e�mw as MF. DA E 6/21/2"00 1714-D QCT s��r NO. _l3 _ OF _z`�16a K Q i r s } - - - - - i ui 4- ' r x4c, i I V t 4 -4 < i 8 i 1 J - .- i 132!.62 TC !32'1.63+ TC i bP F .S . AT � � » - _ _ !320.62 FL !320.63 FL P , 8 I . I �X]ST. GROUND A C - SfiORM DF AIN CL STORM DRAIN "16-% TC TC 18 31 15 1325- _.__. _ _..t_ __..e. s3 _ __._._ _. _ _ __ _ > _ -5 1317.36 FL 1731 3 , : /J HOL !32'13 TOP { i f� i , 1 , , i c : i s a . w ' H 19.6 Lli 4790 i • : .�� . : �. CMP i S•'O.a�38 W Q w - - RIs�A - _ 1315- =__ _ ______ _ __.. :._._ ,_ __ _ : _ _ -1305 90 0030 i 24 4�((i 100-21.G CF$ !312.15 FL Vn =6.75 FPS _ a s 2kQ100-212 CFS Vh -6 75 FPS U 2X0!00-14.7 CFS - - - _. .- - _ . _ - Vh =17.3 FPS _ � - _ 29fQ!100-'!4 7� fF'S v n .0 FPS 8 , m �L .Ni r �` tb J J . . ♦ i .e i :. .; _,.. .. ...y _.,. ..,-. .•:.... -. _.. a '.. .. r- , _!. - - ._ -i- - _ f _: ,_ m , , t C7 J J r f- : m ' 1 V i q 0100-35.2 EF5 iii m 3 ,. _.+.. ..._. ..<:....__•- _..;.. :_-.._... ..............t- -_. v-_ .. ._.y_ ..,_. _d __. .1'- _ }- -_ -_. _ .._..-___ ..-a. t. _ r_ ....- ,. _. .. ,. .. ._. _. _ _ l e._ _ -, _- _-. Ap �/��[:. -e : J - _ _+- _ _ s (T�] �`� q�r.�y�{ �y +-2,4*-7y�� 1 ....q •_ QiW-JV.4 .7-G_ J �Vn =4.JU rl".7 1 - .4 a- �L -- - : i��-1 LF GW t'R.� .7/ IJ F�.R' ...a.. s m a'T 1305 . . 4.4s � - _ ., � � -= ___� _ . 3 � .__._ _ , . _ __._ . ___. _ _ r _ � ._ .r __ __ _ _ > + . � _ � � y � � �_ � � �_ , a --� - _ - � 1 X95 .- CLASS IV CLASS EV _ _ � __ •, 32.56 LF 24" RCP 8.35 LF 24" RCP .., : + i m N .+ CLASS IV CLASS IV { rl , 95.12'LF 4e'ACP 'o-1000 D. C"T c i s 1 LAT . 3 3 A LAT. 3 LAT A r ; : t F SCALES PROFILE t • Ct �t A LINE - ., L HORIZ . 1 =40 t : � i VERT . 1 ' =4 20 21 22 23 24 WINDY GROVE DRIVE STA.20+50 M W NO.4 43 44 LAT. 33-C LAT. 33-0 ti . ti A 37' A 47 B 24" B 24" D2 36" D2 _% w � C 72' C 5.8 w 2 E 6.9' E 6.9' \ L 7.4' L " 7.4' EL"S" 1312.15 EL S' 1312.15 �"t -V r p EL"R" 1312.68 EL"R" 1312.35 w 9 7 �• tto� ti 0 w d 2, U) w 46 8 �� - 17 � -24+4424 TEMP. CMP ® 8 Z � H J V + N z LME LENM PADRE DELTA TANGM ,�, '� 1 291.%' 292.00' 51 '06'37" 158.9!' m, 2 63,85' 45.00' 81'17'36" 38.63' / 3 23.49' 22.50' 59*49'0 1" 12.94' U 16 t. CtFAN4c ST Tb rR�vA-i� DR 99- 72 oD 18 y 3 Y CIT ,f �f. IPTMN OF IM Q4 TE o CONSTRUCTION NOTES GL�SCR fEYlS CONSTRUC IO LAT. 33 C 1 ,�vvm s�•z3'�.9s� .a'O '� "'� ��� 15 CONSTRUCT 24" RCP rn g f , . : , . , 2 CONSTRUCT 36" RCP CI T Y OF RANCHO CUCAMONGA BENCH MARK: 1T• 33-n `14 u E f' O PLAN AND PROFILE M W IN XT Wim,, 3 CONSTRUCT 48" RCP FOUND HEAD BOLT IN SOUTH ENO of CONSTRUCT TEMP. CMP CATCH BASIN PER CITY STD. 311 STORM DRAIN LINE XIV-33 CONCRETE CULVERT UNDER S.P.R.R. 13 ,, TRACKS ON EAST SIDE OF EAST AVENUE CONSTRUCT CATCH BASIN PER CITY STD. 300 W/ LOCAL BETWEEN VICTORIA STREET AND O DEPRESSIONS PER CITY STD. 307 LATERALS 33-A 338, 33C 33D BASELINE ROAD. SAN BINE ROAD. . COUNTY 8206O TRACT IAO. 15911 C PR I VA TE ) 0 STORM DRAIN LINEXIV�33 8 CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 QRo�Essloti 9 CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 Q �,tgAD Fq q� APPWVED BY WE � ELEVATION 1323.127 �, 0 0 y o�P ctilz ti� Cm Er DYEM R.C.E. . 24953 K VATE ) 0 DESI6N D LAVEFOUM �� l�r w m A L B E R T A CIVIL ENGDIEEF?S GRAPHIC SCALE 1 " 40 ' MD, C39530 La/, CAL � FAF __ EXP, 12-31-0 3788 �?AY ST. _ _ EBB � Q4,4MV RIVERSIZI� CA. 9�aA6 Si-EET 1 8W 40 20 0 40 80 120 >,4�&P- IVI IP LX. EWANEIRI cCca+sLkT-�s S (909) 6815-1070 4 oF 4 N?o L-4 / --I�:cF. !k?. G�530 a9AwIAC W. 2�7-�60�0 C� QATE 612112" my�ars�m,u: N.F. 1 714-D PROLECI SSE r W. _1.�_ Of- L320 0