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HomeMy WebLinkAbout1766-D PROJECT BENCHMARK: STORM DRAIN GENERAL NOTES16105ST01;tM DRAINPROJECT ---- - CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS DESCRIPTION: CHISLED "❑ ON TOP OF CURB, FRONT (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD ' ;' OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS. CONTRACTOR , ` �, ;;-• MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND ' , ' ' I ' ELEVATION: 1224.855 SPECIFICATIONS, UNDERGROUND SERVICE ALERT: 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, g ORE �` ' -- CONSTRUCTION NOTES & ESTIMATE o f O U A N T I T I E S: FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS 'I OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR Call:Toll FREE �, PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. -800 0- 3. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300.(WIDTH PER PLAN) 10 EA. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 422-4133 W OD HA E OU T - 2 CONSTRUCT LOCAL DEPRESSION, CASE 'A' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. 1020 S.F. SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CONSTRUCT LOCAL DEPRESSION, CASE 'E' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. 34 S.F. 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE , PAVEMENT, CURB, TWO WORKING DAYS BEFORE YOU DIG FLOW ' 4 CONSTRUCT LOCAL DEPRESSION, CASE 'B' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. 276 S.F. GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN "CAUTION' Remember that the USA Center SYSTEM. notifies only those utilities b belonging to w ,i ( 5 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 6 EA. the center; there could be other utilities ; 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT present at the work site. The center will _ __ z ,: inform you of who they will notify. i W in 6 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. 2 EA. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA w a RIGHT-OF-WAY. LLI 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE P� Q J STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY,DEPARTMENT OF ;�� 8 /-� CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STDW. DWG. NO. 336. 1 EA. TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND �C� �; ( 9 CONSTRUCT 24" DIA. R.C.P. STORM DRAIN (D-1500) 290 L.F. AND MAINTENANCE WORK ZONES" (S.A.F.T.), LATEST EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH �Q�' / �, �! THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED h Q �; 10 CONSTRUCT 36" DIA. R.C.P. STORM DRAIN (D-1750) 825 L.F. TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT i /' Z '-- APPROVAL OF THE ENGINEER. U M 11 CONSTRUCT 42" DIA. R.C.P. STORM DRAIN (D-1600) 591 L.F. 7 PROPOSED STORM SHALL DRO NATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF THE ����' 0 Z �; 12 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, �� Z ;�« TYPE II AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. 2045 L.F. 8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS / H W TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA Q ;1 0- V) REMOVE EXISTING BRICK AND MORTAR PLUG. 1 EA. CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF LLI N HILLS O '� ^_ 14 REMOVE AND REPLACE EXISTING A.C. PAVEMENT / BERM TO THE APPROVAL OF THE INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA - REGISTERED CIVIL ENGINEER. CITY OF RANCHO CUCAMONGA INSPECTOR. L.S. PLANS 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL FL W Q CONSTRUCT 48" DIA. R.C.P. STORM DRAIN (D-1500) 247 L.F. BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA U LLI W ;� 16 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN (D-2500) 95 L.F. STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES J I; THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE � F_ ;�-- 17 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 2 EA. PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. ,, ~ 0 ' '�Y 18 CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN 176A, SEE REFERENCE 1 EA. 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE / \ t� "' 0 H FI E LD R. �.` DETAIL HERE-ON. VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. - 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND SEE S, T 3/ i01- 3 -- 19 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318. 1 EA. AND ALL SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT •••�-•• ••• ••• ••• _ WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE - 20 INSTALL 4" THICK AYAWAL•T e0A-eXErC EMERGENCY ACCESS ROAD 26' WIDE CENTERERD WITHIN 30' EASEMENT 21000 S.F. PLACEMENT OF BASE MATERIALS AND/OR SURFACING. RIVE OA S RIV GRADE AS NECCESARY FOR UNIFORM DRIVABLE SURFACE. • ' i" 21 INSTALL PIPE GATE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 209, CONTRACTOR SHALL 1 EA. 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE - - - - -- - - - - ' fL _ - - - FLOW PROVIDE THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT AND THE CITY OF RANCHO CUCAMONGA STRUCTURAL SECTIONS (PRIOR TO PAVING). i_ ENGINEERING DEPARTMENT WITH APPROVED LOCK AND KEYS. (SEE GATE REFERENCE DETAIL HERE-ON.) 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE OF CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES ' ' •" •' I V E OAKS R E 22 INSTALL R1 1 (DO NOT ENTER) SIGN ABOVE "EMERGENCY ACCESS ONLY" SIGN ON POST. 2EA. EA. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ' I LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- ' SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT. 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS - MALVASIA°WAS - - - - - REFER TO SHEET 4 FOR _ f ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE / ° - FIRESTONE DR LATERAL PROFILES CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE: SPECIFICALLY INDICATES � OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FIELD CONDITIONS. � � I 16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. W I _ - _ p; 0_1 1, � � �L I l CL PIPE �' i I BASELINE ROAD 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE / SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER \ - u O W OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. u - L J• a I NI F- - -- -- Z LAI N, Brick laid lengthwise Z PROJECT SITE GENERAL NOTE No. I ANA DRAWING. HUSCONNECTIONSHALL AI 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR - a and mortared ------ ��---- . �, BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. N / o CHURCH (MILLER) ST. ►. 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEINER HOUSE CONNECTIONS ARE I = j --- • APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. N.T.S. 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE i -- -_� LOIRE- VALLEY DR. s I ± Cement grout �- 1 -- __ me t Inslde edge of R.C.P. groove CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED capping at end of pipe PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. _ iia . 4,. W SECTION or and of pipe (if broken) 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ! o 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED FOOTHILL (RT 66) BOULEVARD D Q TWO (2) WORKING DAYS PRIOR TO EXCAVATION. ) 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL - - _ , . - - - - -- -_' -__�. :� � - =_.- - - - - -, - � Cement grout capping CD UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY MILLER ° ••• ••� AVENUE AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. a 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, W ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN ARROW ROUTE BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER SHEET INDEX MAP DISTRICT, SANBAG RAILROAD (METROLINK), ETCETERA, PRIOR TO BEGINNING WORK ON THE PROJECT. 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE NOT TO SCALE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SITE LOCATION: SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS ' CONTRACT IS AWARDED. Brick 81 mortar closure 3 ELEVATION W t~ T� PIPE CLOSURE - TYPE "B" ~ 4w,rno xrc u.ra-. S •+'f_C�o.�,s,c DCn•'Y' _ t • r Ser no• �.. �., ME ^o•a ,"r sr t �, ,F;� ,�•� (Brick and Mortar) NOTICE TO CONTRACTOR: NOTE: CHAIN a LOCK uONNECTION _ f� SAN BERNARDINO COUNTY Ln THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN F - s:�� 10.00' I. Type 8 closure for D not larger than FLOOD CONTROL DISTRICT ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO i' 10.00' 36" unless approved or specified by the EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW r t Engineer. REVISIONS OWN. BY DATE 1 LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE W= ICo.od g Q PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 'y - _ r.5f '°,`°=',° 2.See specifications for additional information. C.L. 5-9-63 ^F 1- 14 �' arse +f 7 ter:.;,:rs'u t:.pr ` u THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM ` ' h"r a-' a_r.e»r: r�r�» PVT $ " •' " '' " ". -.__ »- r,n ,•raw,,,i. ror a vve FILE NO AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR L PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING S.P. 176 A j► ! YOaor -ti_ UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, �'n'o o WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS do DEPTHS, R`}k`'°" r.'v. •°` cc INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO � }.__ _.-- -- �-•••�-�� z 3rn-o mar �� � I o STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S } z ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE '�' ar. FOR ANY REVISIONS OR MODIFICATIONS. �± LIJ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS �M SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND Cn THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE r Cj "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THECU t r STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". t '•'"•'' Dan Guerra - - - _ -- - CITY OF RANCHO CUCAMONGA C_ THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS ' RECOMMENDED BY: COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF / QRpFESS p �\\ ]fa i `per SSOCIAfeS Com/ s LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY �� E G� ORDERS KEY & NOTCH GATE PIPE GATE P _ F�� F SON BERNARDINO COUNTY y COLUMN FLOOD LQkTROL DIS?R3CT o � 9 �' CMLMINEERS ' LAM SURVEYORS SUBSE ION SHEET CONNECTION To „OLUMN HORI ONTA_�QP NIN z CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ,". "� w 3l�I �3 m UTICA AVENUE CA9173D TRACT 16105 STOR DRAIN PLANS 1 OF 4 Q N rE �.. :�i.r ,t a ;tt z9 +: h. DL /-�, 'c' d' Z7 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INC'_UDING SAFETY OF ALL R.C.E. 29224 (sos)se7�3os ivy a, w wtbn r•.r,t} ,yr N!^ ....,. TRACT PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO .•q , � " "" Q PROJECT SHEET NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER t. __ `,n 'y TITLE SHEET � AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE � ~ -� � � `sTgr CNII- o��`P' ' BY / DATE BY / DATE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF F OF CA��F ° DESCRIPTION OF REVISION DRAWING NO. THE OWNER OR ENGINEER. DANT E. WE DESIGN CITY C-) ENGINEER APPROVED R.C. 29224,EXP 0331-00 1.7 4 - - - - - - - - - - - - - : - . - - _ - - - _ - _ _ . _ _ _ - . : _ . . . . :. t 1 1 1 . , t ♦ - i l - . - �_ -; -« . r , , : , I + : J N 1 i i i I 1 i ! i I i k + 1 1 'N ! i 1 I I t i i i i i i i f{ I r I t i , i , , , , , : . « w I j k 1 t 1 l �.i i I + - : - - - - - - -« - - - - - - -- -- - - - - - + + + + -. + + 1 + 1 - 1 +_ - -- - -- - - -- _ -- - - t i I I I 1 1 i + i i 1 i i 1 i i f ! i I I i I 4 t I { I 1 I I i i t 1 ; , II - - 1 , ; - - -+ I W _ a I • I l t 1 - , t 1 cc t k i r : i , i 1 r : t : , t , ; i , t f I ! 1t' - + -- I�K1=1 1k-4�4C - - -+ _ 1_ + . f w _ - Vi7.�.0 i ! ' ~ , , : ' : I, ♦ - - r 1 + - - - - - -- -- t : - - - - _ ! m ! I - ! i I _ . i - I I i , , , i W : , Y r + + <: 1 i + ♦ : : : �:: oo . N TE REGARDING R M E EVATION5. I 11 , , : : I : : : _ ~_ I 3 a + i , : i : , , I i , i , i f h . W. _ - I i f ! ; i + : : : , : . '. 1 • RIM VqT N4T ON MANHflLS L ATED WITHM ao 11 a a» ' T f ELE ION5 ED ' nj:z ~ La I : I I _ - i ; T E CONTRACTOR SHALL PROVIDE ADDITIONAL GRADE RINGS i'- °' . .- . . : R_ I.! a I � NU : . , : - . : N ' T AL OW FOR FUTURE AflJUSTMENT � - -- « - � + , � r � . _ _ - - « , : « , If, • I t 9+ PROP S D S'fORI� D�41N OUG C TY RAIGCHd CUCAM N A' EASE E p ; PROP: F. i r t -- - -- o c' _• ' 1 I �- rt ;`--tROPOSE[) f. OVER S .S , , r - S: E[� + a + _ + « _ - - 'P , - + - : SORM DRAIN N_ io . - fi _ _ - - - M POSED tCA�DiTi l �i = - + -4- �«� m H. .L - -, n r C ♦ r : : + ♦ + + + + + : + - -a . : _ Z _ ♦ __ : _ - , _: 1 I , Y- -.- : ; I t �W lY . _ , ; 1 i f Qj00-96 3; V-10.01 c. .s � * y � 79 . ♦ - . _ • - - - --, - - o+In m V' FUfiURE' F.S: 0 �R PIROPbSEd S Ot STO�tk1ltiRAttlr , - - . F- : I I SITE CURRI NTLY ROUGH GRADED 1 N~ 45 5 II ilU IMPROVE ENTS PE;R TRACT - . ( : . - . 1 N : . - : 15711-1 DWG. NO. 1693-D . - _ _ 1 :Ft1T'' SE1RF -_ _ _-4 J o - ' : . J j ; S t _�.- wi o I �1RE �tNl�Ft ACCE �kl�E -+ - , : : . :CENTERUNE PROPOSE STORM AIN , I� r J , PROPOSED DRAIN-, ; � o I N . *(SITE CURRENTLY ROU GRAND) ! � Q100-tQ5i.7. �' 14.99 ic.f.� -}--� }; . ^ �o t f Cb n fth'URt IAIS t�SSU0ACe Ao6w , , _ _ C NTERLIN PROPO ED TO DRAIN . ai Q100�t06.5, '� 11:.07 ,c.f.st i � 1 _ ,� . I E E S S RMA vii . . • ; - + , + - . SITE CURRENTLY ROUGH GRADED b _ _ : m 1 1 ( ) �. f Ti f.�, V 4.8 cJ 1 _;_�!-� 1+00 > INE 'f"~ ' t 1I 00 �; Q� J ��t 4 Irl Nco r 1 . N N� 1 .00 ., m . _ . +t n a ;---'- 4 N .. . r r o- ' Q100=I 16.x, Vt14. 2c.f.s _:-...:� 1 +A ;r, W + .* U 11 iS r n . j 1 U p,� ^ n 0. w 0 11 0 _ + - - VV . , -- -- - Jl - -- --- - 11 A D� � 1! o __r _ -- - - • _ -__ _-_ - o_ J 3 • ' + o IA b M- Os N 01 .� . It 1 1 tNV X 38 t 6 l "1 n N cNv� : : : , o L 0 DI . a ni - - ) . _ - : - vy 4P4 5 Ai °. _ c�i : H.G L.(JU TI�AT CIG TrbN 18 R. .P. :STU LT� , + � � � � � � 0 1• H ; , , � 3 . 01 1 , I > F+ b m Ido +o H w z z w I S 11 5'� _ I. . . j 8 11• Z , I ��� i / : : �►� . as rya M ; > z Iia m w Z , 0 F C N . 1 . . I 1234.47~ v . « - , . . FTU T.; I.I.0 + I _ . °d t a:N n� 11 CONSTRUCT 48.10 �F. } o� : I . N o_: W 24 DIA. R.C.P. STORM H -.. - ' o , , : - ___` .�*-... I W � 0 : n, d z v�m - DRAIN 0 3.00% �- : - - - - - - - - _ o' z + - « . .- � _ > _ _ -� - . - «� ��' :a - m + M : Wiz. z Q_ V= . _.1 F-- J ems-.. , 1 - d + M n N V - d S + . : _ N ^,,�. : , : 1 1'6S�L. _ _t +t +, z _ ; - tONtT T 519.251 Lf; 24! i _ - .I I - L 1 t , Q . 0 z 4 II . 1 r I •Z II DIA. R.C. P. STORM DRAIN r I U; '�' . : . ! r : �. .. 4 , i t 3 - - - K 1 . ,a 1 i 1 z F- m z . • a I A i : W N HZ - : , , ; 1 - I ; 1^ - i n i f tK.l : : •w t` 4 In o �" ,^i1, co11a 42 DIA. R.C.P.O 1.6 % . 1 n + . : 1� r _ h n V ;OQ r� M W •N Z N : -. , __- _--�- . 1 IA d 1D M N N N N..Z : •" a oNsrRu�T 1say 1.�. 4 D' C.P.', + , IA ri , t s i - W 1,� I : m m M1 PI N e N Z i i I 1 : . , _ v, I J ad + w> N Ii n. i , I I .06% : f N c�i rl ! : : �+t Y r >• 1 4 . I cY v� m z. t I _+ m N .r c� lfn 3 m -1. I i I. + + i , , , : , , ; r 11 . F jI , ; i , i : 1101 « « . ♦ -. - _ -. , , , . Q . aa , ; , , aQaa �. . c> sT�RM b� or - : � : ,� : , , , r Q , -.1 +} i .0 co O co p + - 1 N 1 i M� : : : I ; 13 � 1 i , +I.- z + �. z . : I . I I : : : : I : ; : I . ; . I � : i ; I : I . I : : � ; � i ; � f I I ; ; 1 ; ; ; : : : f � ; : I I I : I � � ; I I f : . I I I- + N I 11 N - i , O , , : 11 a _ « _ 1A 1 I +, : 1 + : N Ii Ii . 1► - CONSTRUCT 247.07 F. 48 DIA.' R.C.P. 1.5',iX ; PROFILE SCALES- ' .) ) ,� Z - vl - ! HORIZ.. 1 40 I , : , + « • . . I i , ; i ' : ♦ , - , -_ . + {. + -+ -.1 -+ + + 1 -� �_+_ + - - i. -t. --_ __- _..i. --. _ "t __ _._ .. _i. _. 1. - + - - - - -- -. - VERT.. 1 -4 1 - - . , , I , + , 1 1 19 20 21 22 23 24 25 26 27 28 1 2 29 0 50 n 0 C14 N 1 2 8 if "t + o CURVE DATA: - - 0 'IPROJECT BENCHMARK: m l l � - a� 1 - 0 - m m 0 II LINE "E", 0 6 3 U CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: PROPOSED 30' WIDE EMERGENCY . 0 3 SEE SHEET 3 t- In = A&R=90.00' C&R=90.00' ACCESS EASEMENT. -p -i ~ ~ 3 o r co 3 � - z I`i v0 m D=90'00'00" D=48'29'33" 20 - 00 g � � a ch ' co z .Oi o a m n W DESCRIPTION: CHISLED "❑ " ON TOP OF CURB, FRONT L=141.37' L=76.17' w 1�0 i' � - 0 0 In rlo m � a o co a + z OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 T=40.54' z z 87 86 PRbPOSED STORM DRAIN' THROUGH �'a �� L � o o � + Z2 g o a z + v, J MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B > � J 84 J O J Z NO O M N W � O Z O ISN BaR=9D.DD a U a f, + o 0 D=41'30'27" D R=32.02 m _j z ^ Mn o a Z o o N v v Z ELEVATION: 1224.855 " In 0 w 85 12'WIDE DRAINAGE EASEMENT o fi 32 N p o of v1 cn -i > z Q + v v► N w L=65.20' D=90'03'10 z �- z N � - W DEDICATED TO THE CITY OF "I- I It iIn T=34.10' L=50.33' wa o g �i =x - _ RANCHO CUCAMOBGA. 83 . a �' '�- � in - N 22 vl T=32.05' a a w \"II /(DI I FUTURE WATERLINE � ,I � I ; z w W + F_ I - *'. _� 3 JN N � FUTURE SEWER :L --.a-.i- --IN -�i_ - - - - - - -- - - - - - - - - -- - - - - -- - -�. -. W8 8" - Y Q mm: : ; ,z I$ -„ `+, I, - io 0 11 Z g W 9 N 89'59'14" E iv 17 " ,z< 1 1 I L -_ ���_ ._.--- - ---- - -- - - --- -- - -- - - �._._ ft - - - rt -l t 6 11 PINOT PLACE " 6.00' 2 �I, _ ,,� -- - - - - - - - - - - - - - - - - - - - - - - N-ocroal" W, - - - - - - - - - - - - - - - - ti �s+a D N 00'00'46"W 11 ..11 - - - _ .__._ . . - -- - . - ----- - ----- - - - - -- - - - _ . - - - -- - - - - - - E.C.29 ,_ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - I�_' � - - - - - - TT / i - 0 22+37.24 B.C. .D I / �` `O - - c _ 11 10+32.12 10 LT. ��" ST STA. I/ 1 1 \` _ . - w r _j 0 J 3 3 9 a 33' W 22+34.90 C.L. M.H. N0. I 27 28 - m 30 z . w' w z 5 I - 26 z 29 20 31 0. ch 9 m s v+ > o Q W � 1 I , -� m Ci N v 0 o a - a ' 0 1 U Z I w 22+32.57 E.0 S. V F 11•y- , ,_. c� N 9 w o r�i z J J Z a 3 r ' 15 n 24 25 n 0 In .z ^. N + zo 0 z Z i 'oo aI to a R =22.50' (n U •7 _ J Z In N z D=90'00'00" Z o W 3 FUTURE WATERLINE /I co PROPOSED STORM DRAIN THROUGH n tr n v v ^ Q II o o a �o L=35.34' a of W 4ui 1 j /I N 12' WIDE EASEMENT DEDICATED TOIn 'to = z N 3 N N 3 • o I� a v `i a s -' J -. F 1+ 7.55 . . INT. I / / N THE CITY OF RANCHO CUCAMONGA N N + 0o � W z H rn 3 o w v o W 11 11 l 20 D FUTURE LATERAL RT. A I : / I PER INST. N0. 1 1 00 + w F' _j N < w J � E;J / I 5 N z � 1 >> a o r: �.� -_ 2 v m m m I 2 r- In -- - I :� In W W 2 3 + + ""! / Z w Z 1 M n 32' -- - - - Y / ' I' 6 -i cn -- - - =- - - I ``_ . CONSTRUCTION NOTES: m N00'03'56"W m ,_ i -r _ _ - _ _� _ _ _ _ _ -_I-_ # _ _ � L" - l CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD DWG NO 300 z - - - - - - , + 11 1 ' - - . . - __ _ _ _ _ _ _ -��---- B . --�'- �- - li o- T� 1. . L. 15+28.14 C.L. DOLCETTO= 2 CONSTRUCT LOCAL DEPRESSION, CASE 'A' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. ``' z 1 1+16.79 C.L. LOIRE VALLEY DR. z 15 ,o cn . J ( 5 r- CONSTRUCT MANHOLE N0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 319. 11 11 �! 01= � ,o W 6 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. a a 22 / � m N P 3 -- - 'I U m op U � N 4 s , i Z __ l 2 , -. Q -i i 8 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY OF RANCHO CUCAMONGA STDW. DWG. N0. 336. Z W 0 20 40 g g m o W W z o D 0- CONSTRUCT 24" DIA. R.C.P. STORM DRAIN D-1500 J H ( ) 0 ! H H a - In ♦- � SCALE 1"-40' J g o w _ _v _, so = w 0 too � z z �- "i 6 N ao a- �_ CONSTRUCT 42" DIA. R.C.P. STORM DRAIN (D-1600) N Q o N +� +D ++ 12 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, -- w W In W Z N N N TYPE II AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120. z- o++o 0 13 REMOVE EXISTING BRICK AND MORTAR PLUG. T NOTE: Al w 13 CONTRACTOR SHALL PROVIDE ADEQUATE 14 REMOVE AND REPLACE EXISTING A.C. PAVEMENT / BERM TO THE APPROVAL OF THE SHORING TO PROTECT THE EXISTING CITY OF RANCHO CUCAMONGA INSPECTOR. STREET IMPROVEMENTS TO THE APPROVAL OF THE: CITY INSPECTOR. a- t�;ll CONSTRUCT 48" DIA. R.C.P. STORM DRAIN (D-1500) BY / DATE BY / DATE `' 16 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN (D-2500) DESCRIPTION OF REVISION a- 8 CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DESIGN CITY STD. PLAN 176A, SEE REFERENCE DETAIL, SHEET 1. ENGINEER APPROVED _` 20 INSTALL 4" THICK ASPHALT CONCRETE EMERGENCY ACCESS ROAD 26' WIDE CENTERED WITHIN 30' EASEMENT Clqlr'aTw � 1 GRADE AS NECCESARY FOR UNIFORM DRIVABLE SURFACE. RANCHO CUCANTOFFSPA 21 - INSTALL PIPE GATE PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 209, CONTRACTOR SHALL Dan GuerrQ - - - - -_ --- PROVIDE THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT AND THE CITY OF RANCHO CUCAMONGA QROFES%AO . , 4 RECOMMENDED BY: ENGINEERING DEPARTMENT WITH APPROVED LOCK AND KEYS. (SEE GATE REFERENCE DETAIL, SHEET 1.) �F� ��� E. G(J OCSSOGIAtPS �� /�``/// / �ZL ? Fp FZ tr-' /(�(� (tial' 6�lx 22 INSTALL R11 (DO NOT ENTER) SIGN ABOVE "EMERGENCY ACCESS ONLY" SIGN ON POST. pP r-K Q � 2 Jai D� 9 m CML ENGINEERS • pgURyEyORS / SUBS LION SHEET W 1 m , LFT ICA AVENUE SIA 917 TRACT 16105 STORM DRAIN PLANS R. .E.E. 29224 RANCHO CUCAMONGA,CA 91730 2 OF 4 (909)987-4X* �� » PROJECT SHEET ,'l, C N 1� �P (�,, rf OF CA�fo ``J �, b ( AND LATERAL "B- 1 7" DRAWING NO. OANIEL E.G RA• I I DA , R.q.E.29224:EXP 0331-03 PLAN AND PROFILE 1-7`G p . - . . . t t- ; f - - T - t i 7 * -- - - + I i 1 i t � , t ; i t i . , - __- -- __ + _ __ __- - - _. _. _ - _. - ---- --- --- -- ----- - - - _. _._. __- -- --- --- -- -- ---_ _ _- - -. -__ _..__ - - -__ ---- - -_ - _. _. -. -. - -. _ _. _. -_ _.. _. _ _. - -- 1 I I 1 , + , , 1 r i I ( l : I , 1 i ! i t + t - - - __ -. _ + .- +. -+._ _+ , - -+- + + , --• f - } _} I - - -+ - - --_ ---._j _ rt r i I t t 1 1 1 i 1 t t T 1 r I + I - - : I f f t -- i I _ I : - I 1 - I i - { I - I--- I -- - 1 1 k ; k i ; i f I : t � r I i--- , t I I , I i ; J ; I j i k ` ' i : i 1 i I ; ; ; + + 1 I l i ; 1 r I 1 I i r I 1 I + - - -- - - - - - _ - - _ - - - i � ; + + -1 -+ - - j + + } 1 t i + t + l + } t + + t 1 3 1 -1- - } . + -1 l 1 1 i 1 j 1 i , I r } + a I , I + , I I i I I I , - - 3 I i I 1 I i ! i I { , , , 1 I t f f f i i I f i + 1 + + : + -f + 1 + + + +- �- + + + -1 1 f 1 _� + __ - - -I_ 3 1 - i , I i i • { 1 i I ' I i I 1 I 1 t I I { i fff( , I11 .. - ... ( I ' f t I 11 , I ; Jt i I { I I I I I- 1 ! , i , t JK. ii { I i t ; ; i 4 1 ! t I _ , + - + _ - + . _ _ __ - __ + _ _.._.. _.A. __.+. _+_ + _ _A + + y + + _ + -._ -._+ _ - - - _.__ --y ' - + 1.- __._ __-.._ -_+__.�. _._ - - -_ _ __+. -.__ - 1 + y y - _j .. +. + j _ --_ - - _._ - - ___. -_ _- - _- -- ..- -_- _. --_ _ - - -_ __ - _ , t , r r 1 ; t # # t f t t 1 t t fi + + 1 i t f - - - { -t t t - --- I , + z I t ~D i i i i f i I I i I i 1 ! ; i i , 1 I 1 f ; I 3 J : f l I 1 i # i 1 + • I I t 1 I E 1 = I i 1 1 I -- i I f - k - I r , , ! 1� 1 t f 1 4 , 1 1 i i _. . + I ' I ': I I 1 - - - I - - -- - - - - { I : + + } +- I a0 i I I 2E I _ I , i I ZM t t j � I I - ( : '�! , M I i I I { , , t i i I . , 1 I I i 1 i i i ; : !00 t t I ! ; i i ; i , I i I N I + t , I i ; -/ f --, -i. 1 h { , -1 ! i , ! I ! I , 1 1 i i I I I t , , I i !h , ,_ : 1 ! ; I i I , 1 J --i t I I i t I , I , I ; l 1 j ! , ` I I -. __ { _ I i II : , ; ! U . J i ! ' i i t ; J : I I i ; I , t d = s '� ti t t I : 3 , U ' - , , ; I , , Q , , , , 1 I { , , ' , ! , I , r , t , , i i , ; I r I ; u•� 1 i i -; i ; j , ; , + x : ; i + w If 1 I ; N I 1 I - c o " PROPOSED F.G; OV R PIPE : •a w =, ,U : PROPOSED F.S. OVER ORM DIRAif+ 1;N : ^ : Rl ; r 1p� O ', m i t i t + + 1 j t Y t + + b a o t , 1 •z +0 1 : d , W ; i ; i , i i 1 I f , i dZ I ; t I1 I , I i uff I I I I O i I I i I I ; I ; ��e•f 1 I } + 1 I I i A t I H � ,� 1 i 1 t 44 j { } 1 L. I ; i I , ; i i I ; ; 1 i J i t N {[ IZ VI , , , I i I r i � i ; i , i I , ; : ; 1 I i Of 1 I ��+ � I i ; i e , 1 I , I + , , i 1 Il . , I i 1 t1 , I _ r i i t i i 1 i j 1 (~ t0 • , I I ; ; , I ! , , ! ! , , • Ir � , i ; : _ - _ -_ - + + - +- - -- --- + - _ _ - - - _ - + _ I - + i - - -j - - - - ? p ; , + + I 1 { 1 I , 1 I + - + + --- - - - � R PQSEII Tl0lII J - _ a - 1 f i - + N�G L (P �I ) ! - } --+ - - - a + + - + - r - 1 _ t t t i , } } t ! I G.L PROPOSED CO DiT16N tt 1j 1-- I . 1 ! ) I I , 1 t k r 1 i -; J , , , i r t ; , . -L + } _._, } :. + + { _. } } �.. + -.�. 1 ! . . ! : 1 { } - I . : -- r - + : -+ . . _.� _...{ 1.... -..j + } 1 t. } y } _. } �- _ + _ T _ _ + y -+. - y I - { I _ J i } - �_- �L I t E DITI�N t { I 1 1 t # ! 1 j t : 1 , , I i ; ' 1 , ; I I + ; i i i 1 I , I 41 , i i 1 t ; , 1 i I 1 i ; , +� , , , , 1 A 0 1 N 1 I 1 H. O.L. ULTI C D Tlb I I d TIOATE! d If i I ! { , ; , : i , { ,. I tt t I 1 t r 4 1--+ . I 1 9 1 J -i-- i I ? i i E ; i i & 1-+--1 -i I I ; f i I t I I _ I i p' hi i r f i , i , i , , ; . I I 1 ! - - - - - _ _ - a I L ,a + 9 i: , . _ + l PfiOPO�ED .SEWtR € xQ ktt+t i _ + + + + - + + + x t ! + --J _ , + + + , _ n - + - + -} , 1 . Z , I , , , , 1 ; , , , ! , ! 1 I -! : .. + I -- I 4 , -{ - t i +- , ... 4 + - - 1 - - I : OF PROPOSED STORM DRAIN LINE a ! : i I t o ' L__,.. -� _ , ! I I�- I I PROPOSED'SEVkR ONE 10 SOUN 3 `.i .1 1 i t , t . i , 1 . ! , I , I ! I I O5 I I I I + . . :- - -�... - - - -- - _. + f - - +- - - - 1 __ . -- t PROP D r ... +... � OF OSE STOitM L}NE , . - _. : , . I o ; - t-�_4___.L__.�- aW A 1; kI. j , : I i : , _ i 1 i .. f 1 , + , I Z -. -_ _ _ _ � -. i&- Imo•---F-.. _ _ _ _. ... ---1' _ - _ _ _ I{ I �- I T , � �L_";�� A t t I 69 -+- 1 g. _ . + ;}. i + .. ...�-_��' .. - +- } -i - i 1 -1 - - 1 _ y _ 1 ! , - --. 11 0 I d - - - -- 4 x I , - - : , i , 1 ; I : , ! , I a j a o 1 PRO S�WtrR ' ()?U.--EWER - I : . . . * . 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O'46X + > > r :+ r;b, Q100t28A V=8.941:.f.s' i I i ULTI AT CO DIT N , M N 10 i : I? 1 ( ) ; ; a e .r - : + + : j 1 1 . : _ _ i I ^ 'I! v m w o d + ' ULTIMATE PROPOSED CO�iDIT�ON : 81100-50 O,V 7.07c.f 9 > II II < ( ) 1 I �I• Q10 -38.8, Y-5.49 C.t.s. (ULTIMATE CONDITION t �o N ,+ :<> ! > ! I ; ; c ; c. .s. - - I : 20. L.F: 24� R S 0k-W" DR IN 12. X . ; CONSTRUCT•63. 3 + od+ f. N N i . . _ . M - . , + ' t -� ' +- H 4 : f ; 100-14,1,1f 7.9� s,f.s, - + i ; - , j i L.F. 36 R. .P. 11 , i , d. ; i (ULTIMATE � PROPOSED CbND1fi10N1 50X E E , i i 40. > i I I i t 1 ; , i I i ; 4 I ; I, : , I ! I . I + 1 ! . I r , 1 : I ! I i 00-41.2 V*S. a '�► _ i +. # t 1 I � + t 1 � � tit � + i + t i } + 1 + , I , I I , . ! i I 1 � � U T �.91 LF. 36. DI�. R.�.P. ! i 1 i ! I I I l I i I 1 l I I 1 ( 1 I I 1 ; ULTIMATE CONDITION i t i ; + 1 ( 92X 100 45. V 6.38c.f.' i 1 1 j { + + -; ; -} + I ♦ + + } -♦ i + -+ + + -t' --a + f -+ -f -f - , + ; . + i ' + 1 -} _.� -} ' , ' 1 + 1 - - k 1 } - - -+ i � _...t-__-- --._.� i -.-. _.. t I ; i , t , ! i rI : ; I ; ; t i ; I ; 6,00=51:4 Y 7.27c.f.4 I J 1 t ( _ $ ; I 1 t j' t 1 ULTIMATE do PRO OSEb CONDITION) ; I I I : I t t i t I i ; t , 1 I 1 ; ; ! i : t OPO 1 I i I , ' ' ' (PROPOSED D NDI ION - - - - CO t - - - - - - - : i I I I I 1 J + 1 { 1 ; i 1 + , + I a I 1 t + , t , t i + + � t t I J I t ; ; I I , I :I I I I j : . I . I i . . i I . � i 1 i I 1 I i I ; I I 1 i I -1-1 I " I ; � � j 1 t ; i 1 i I i I f i ! k I i } II __ - -+ - - -__ -+_ --� -+ - II - _+ -+-- --' 4 ' --�---- - - - 4- - - - - -- - - - -+-- -+ - --- - +- -- -- - - ---� - - - -�- I - - - --� + _ _ - +-- - - - - - ! I t 1 { 1 ! 1 I i , : ; , , I ; I ! I } , , t ! ! ! , : + i , ; i : + 1 i I i i ! I , , , : , 1 , i ! + t I + I , 1 I , 1 ! i r I I 1 i , I i i i : ; I I { t I t I , { , t I t ; , i ! I t } I j_ - - --j - +: : t --- - - _ -- --�-- - - - - - - - - -- + . - + _ - i _ - - + - - w -+- - �� - } + _-j j 1 - + I j - - + ! } 1 -t + 1 PROFILE SCALES: i i i i I J f ( i t t i I i 1 f I i I 1 -+..._ - + _. + ___1 --._+._- - ___ -+. --_- --_' __ +__ _I -. ., ,. __ �_._. + -__+ -- -.+-_� __ __._ --.�_-____ __ _ } _.-- _._� -_- _.- �___ _. - _. __ - -_.- - -_._ --.- - _ .- __+-__ __ __ - - ___- - _- 1 -_�__ __�--�..�_. - _.. _- _.- - ---_- _- - __ -- �__--I-- -+_ _. _.1--- -_ __ _ .. -_ -_ -_ -- --- - -._ __ -- ' __ -- --. -- -_ ff f ! I I I { I ! 1 ; 1 , I r , , ; , ! , , t , , , I I ; , , 1 , HORIZ.. 1 =40 , I t , I t f : 4 � i , � I f I I I 11 + - -- - - - - VERT.: 1 =4 , 1 ; . : : + t t , I I I f i 1 ; I I ' t ! ; i i I i I f , i ! I i I I ; I I 1 i i i 6 5 4 3 2 1 2 3 4 5 PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: DESCRIPTION: CHISLED "❑ " ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B VISTA MONTANA PLACE ELEVATION: 1224.855 PROPOSED RECTANGULAR 1 417 / U CHANNEL PER PROJECT GRADING PLANS. / 1 1 1 d " 1 1 6 Q N 58'59 13A E "F-4 19 1+88.06 STA. PT. 4 t = w=22.o0 1 2 NOTE: 12 o' 1�k -1 m/ _z 88 87 17 2 0000 = BEVELED PIPE SHALL 10 c,•�o G,ro ^m R =45.00' a LINE "B", U- "Z' - h 1+69.1318.50'LT. a Z BE USED FOR ALL PIPE D=45'05'19" SEE SHEET 2 6 � (6+29.8kft.) �r V h �° � R-=45.00 6" A ^ L=35.41' D-44'54 41" 2 " " ~ J ALONG CURVES. 1+91.9813m UNE 'E" END PIPE L=34.95' 1 1 ,� 1 1 2 L=17.64 E LAT F-2 V) Z G 1 1 ZT 1 1 .) a D=45'05'07" 1+55.07 STA. PT. Go p M N W 9 rn o Fa-D=51'31'17" INV.=378.9456m(1243.26ft.) * " R =22.50' 1 W=24.00 d z L0 - , Q BEG CMP RI ER LATE AL E-� cv = 3 40 11 R =22.50 +y m L=17.70' o I I ' /60 0 C4] 1 Sto 10+63.27 LO . TIE. w O 1 N 00'06'06" W + u�, o L=20.23' N 45'36'20" W C.L.,C.B.,W=10' 9+56.27 C.L. 25.10' g to3~ + 51.75' a q STATION PT.,W=10' '� 1 4 C 12 N I _ .___ N44'59•01" 4+0196 B.C. l 0 10 M " g A ± t 6 - 6-T 99' E L E F _ --- -- r �.4_k -_--- -- ---- -- --- -. - __ --- 0 _ _ - _ _ - _. ---- ._ ---- ---- - --- --- - - - -_ -- �43 o� - - --- RIVER OAKS DR LINE "E" - w t0 �' \�N 2- 4 E " LINE "F" s 19F 9 - Ne " "� o N 89-5374 E o N 45'00'46" W- " h i ' +53.16 LI►JE"F" N 89'53 54 E I } 12 10 _ J \ 6 " „ Q LINE E 12 10 a o 4+18.02 LINE F" % 4+ 21 LINE"F" LAT ' F-3 W8„ 0 12.00' W8" 10 N �� 5h. 8' E c RIVER OAKS DR. "� C.L. INT. LAT F-2 ��L. NT. LAT"F-3" ' - .--- \ I _. 3 - . No- 2-- s N 17 r m w o m W 3 7!) ? 9 STA. PT. Stc 28+41.01 LINE "B"= 2 )6+05.05 �i II = 1+00.00 LINE "E"= =25.00' 3' / o - o ;., TC=53.38 1+00.00 LINE F" w 1 1 9 az 1 20 N 1 21 1 22 1 23 1 24 1 2a 1 26 ± 1 27 aZ Z= a 3 I 1 ? � 1 29 1 30 w a0 + p Jg ,c -�I�o CRz oQ Ln o J oQ w N a d Oi / J F_ Z J 00 l` 0 +2 j la1 0 Z U W O 0; 0 = d 3i / w twig o . � w VV)LAJ `+° 0 3 Z o LINE "B" MD a � mD + d / rn N - o Z SEE SHEET 2 : 19 _. � J +O 212 V) U !Z W N S 5 LQ `� CONSTRUCTION NOTES : a- _'� - CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 300. D2 '7L��_CONSTRUCT LOCAL DEPRESSION, CASE 'A' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. 1 CONSTRUCT LOCAL DEPRESSION, CASE 'E' PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 307. 4 CONSTRUCT LOCAL DEPRESSION, CASE 'B' PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. '�::_'-1 Q & 5 _ CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. �--�� CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. _� ( 9 } CONSTRUCT 24" DIA. R.C.P. STORM DRAIN (D-1500) 10 CONSTRUCT 36" DIA. R.C.P. STORM DRAIN (D-1750) [ CITY- �� 0 �CAMONGA - 1 2 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, � I I Dan Guerra TYPE II AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. 1 � / / - - / ` / REACOMMENDED BY: QROFEss/ON ��i® �SSOGIAteS 1�- l �ti ,,, GLE L �� �l �/ 0- 6 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN (D-2500) �p �� E CU q� __ 17 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 4� �� FP ON CML ENGINEERS • LAND SURVEYORS oP F-XP �9 �, SUBS TION SHEET 19 CONSTRUCT MANHOLE N0. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 318. w 3l3(f D�j m RANCHOCUCAMONGA,CA91730 TRACT 16105 STORM DRAIN PLANS 3 OF 4 a ` -- - » » PROJECT SHEET R.C.E. 29224 (909)987,306 F 0 20 40 ```ray CN1t ��\P I -t `'01 BY / DATE BY / DATE UNE �' SCALE 1"=40' Tf OF CAI�F� DAv�I E EARA oar 0 DESCRIPTION OF REVISION DESIGN CITY DRAWING NO. R.C.E. 4,EXP o3-31-03 ENGINEER APPROVED PLAN AND PROFILE 17(',-(,o 9 C \Proyr,�lr� � 1 !e\AutoCAD W,a wi, IN[ts\OVERLAND PROPERTIES\FINAL PLANS\STORM DRAIN\X-LAT-PROFS.dwg Thu Apr 05 11: 22: 14 2001 D.G.A. I r 4D 02 T +_ I -r ---I C STA b+�?9.0$ -LAI - I C7 - _ ,o I NY=42.52 pMNC7 - o- _..- _ p -_ - - --- - -- -- -- -_- - _ _ w -- BE PIP -- - _----- - ---- --- +-- - --r • -- �.---- -- -- --�=_ ____�_--�------___ - -- -- - --« - --_ + _-.-_ +___ --------+-_ __-' �-�.-�____.. NII- 20- a� . . _ _ - - - - � +- -�- ___.+----+---+- -} I 43. 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W wa. -I ^ . -- •-- -- - - --------- _ - -- __ -+----- ...... ....... .. -- ------- +_.. .... li� m - --- -- --------- -. - - _. .. - - ---' - - -- --- -_._.... -- - t- t- L* Rt3 1= + 0+00. LAV E. ......... . . ... . ... . -. +- INV=44.85 c�' - - - - - - - :_.._ ..... _.__.. . !.. .:._. --- _- --- >1 . + - - - .-. _.. ` + - ..__.._._...._.... +_._ . - - - -+- - - - - + -+' - 46 fit. _ _ - + } 36" DIA. R. .P. STA= +49.79 END PIPE INV=40.35 _ = � •+ A �. INV 6.11 D-+04.50 RE Pt" � _+ C/1 _ _ _ E . - - - - -- - - ___ . -- .. - _... n INW-42.66 _ + Ca - - - + -+ - STA +24 6� INV-4 ..2 . + - V : rr b CONSTRUCT 7.50 L.F. 24 y 4 rr DIA. R.C.P.04 .13% t 0 --- -------------- ---- - - .... - +--- -_... - �. - - _ __-._- .. - ---+..__..__ _. -- - ` + - O Q4E39 :2,W=1:3c.#:a. ... . ..... . .... + + - a--- -{ P . . t- -{ - -+- +- + + + t .., A�Q+06 99' .C: ST 8 0+02 4 _ + _--......0+12.00. END PIPE......................... ...._.... - - _ �_ +... +._ _. +_ - +---+- ; - - - + --- -___._. INV.45.67 LOCATION TI TA.. 10+01 .74 F?IV R OAFS DR. ___ ____ ____I____ --_ BEG. PIPE INV 42.47 INV=41 .9 t� - ` __.... __ ------- ._.. . ._.:.. _._`__... -+ _ ------._._.. _.:_ .... _. ....._........._..... -- ---- c/) -- UI -- --- ---- .--- ---- - ......... - - _---- -- - ........... -----.. ._...._._._.... . - -------------- . -+ -------------- 0 - -- - - - !! !! Z - ---+- - +............... ------ _.... 1 . ...-... + + -i- -- INV--42.32 - -�- + - _._............................. _.__«.__......+....._....__... - --------------- } _. _- - - - ---+-- +----+... + -- '- -. .. - ... + -- - ----+--+ ---+_ ' _ +- -* -- ---+ _- t ' t + _+ +- -+- + + t - r PROFILE SCALES -- -- ____.... .._...._ ........ --. ........ _ __..... ...... V , T • cc Zo { 2 LA fTiZ - _ _ .. _ - .. _ __.. ....'_--------- --------- ____..�.__._._._._. __ __ -_-.-. _-_.__._. _._..-___.._.____......................- .. 1 ........ .....-...+ .. ♦... ...... _._ _ . _. __.+..__ ._--- ... _ _ 1--_ _ y ._1_ _ -... _. _... - .. - _ __. __. _- _. __..______ _._.-_+.__._._..... ___ __ -_. -------------- __._+__.__+_.___... co �''1 ➢ : _ �r - - --+-- --------_--._._.._ .......- . ---..__ - - - -- + - --- - - -'-- - - - _ + - '... - . _........_....__......_.... + -- -- --- - ------ . }_ .,_ _+_ _�_ _+_ __+__r _,-- �- _ - _+__. +_ -+-- -�- - •CO�NSTRU -T •7:79 L.f:: , , }. +. CONSTRUCT 25.97 L.F. 24` DIA . _ .._._. -___------ -__--_- -- --_- __:. _--._____:____.__-. ..__ .._. ......... __..:_ _.___ ___-_-_ ,____+_ _+_._... .P:. _.+___.+_-_ �. + + } + _ + : + + i$ ' AIA. _R.0 39_86 <- r- A.C.P: STORM ORAiwt OTT 0100=6.0,V=1.9c.f.,. + Q100=2. ,Vt1 .3c. .s. IIIII� +-+`__'-`-.,--+_-..__.•__-.__.+__._..... � .. -.. .. .__-------...---"-__...... _.._..}_........... ..__'+.___+-_•.__+-_.. _�_._..+-.__- ti _ - _.T._._-+-.' ____+-._. __-_... +____..--.•-_ ........ ..... .---- __•____+_'._.__+'_.._+____+._-__..._.. -------"+._.__+--`__+-.._..+ _..__*-.__...._.. .-.- •.__+__� - -+�'---Y_- _... '� Ma . -- -- - - --. -- - -- ---- - - __ __..-.. _ -- ................__... _... - _-.-- - - - --- -- - --+-__+--- +----+------.- � - o>'r29.72 aD PIPE.. + _+ _ « . + -� -� - -r - +- _+-- -�- -+--- --- - -+- - - - -+- =j M a I =a1. } _rt+ ST`Ai0+09:81 END PIPE - } r A C� -+- N o D m 0+03.75 BEG. PIPE coy �6 -r - + -------- ---+- - - +-- - _............ ........:.. -- - -- --------- 0 _ QC. 5T t. C� - z i V° A: P PO ED F.S. -ib•__ - _ _- - __. .___... -. _. ._. M fl++00d0 L4T 1! t4,f,. _._.._. 0Di�tii - ..C.B., 00' V 70 _._. . _... - o ... ir- - + - + - SQA O+p2,p2 BEG. PIPE—— - + - s _._._O. INVO 38 16_w_____.___.-. __. ___. _._. _. CJ1 � D AIN:t. ST PL-27.# 18, 4�._ 1NY�41..5 I /0400.00 -14 = W = INV=37.41,42 R.C. . _.....-..._... - -------------____-____ ------ .. .___.. LO t STA-5+x'35 �__ __�___,._ _._.+__..+__.. r .. r_._ _.__ +_----_---+---'---.. ___.._ .. __._ -.__... .._.-_._._-+--__+--__........... __--+-_._:._._+\.�___.___--}-.___,.___;_...• cn ry �d r- 0+00.00 LAT"B-1 " C.B ,W= 6.0o ,v=s.s Sfi -Q L�tT F t __- o s• uay.= .a ._ t-...+ - �_ LATERAL-..� - �l: _ --- +_ .. �\ o 0+0500 BEG. PI + - tC) • 0 d y' _+-_ ..-.... lay. - + \ ... _ +- -+ rt PROFTLE CALF$ n+ -+- 7V main a �,, +__<_.--------- .t-r, r+-- .. -0*iz.02_Sao-PJP - + - +- _ ; -- -- -- -- - - --- - +- _ - +- --+-- - 1 - H(�Rt2s} M _ YE _ + +- T - -+_ +- en .r CONSTRUCT 7.02 L F 24 'DIA. I � r� :\ , � .. I R_C.P. STORM. flRAltl__03.O.Op�C_ -- ----.----.__-_.____+__._+___:__ ' __.. 1 0=3.5 V=1.1 � 0 0 c.f a - - 04 kh. I - - --------- - - - - - --- -- _ - - - _ ... . 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