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HomeMy WebLinkAbout2053-D CH PROJECT r ' 2" BRASSA D SK IN CONCRETE HEADWALL � WE N E C" OF PANCHO =A STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987 AT SOUTHWEST CORNER OF _ _wcsoN AV sunr SUMMIT AVENUE AND EAST AVENUE ELEVATION = 150 7.031 FT STORM DRAIN IMPROVEMENT PLANS ELEVATION = 459.343 M S~T AV BASIS OF BEARING - NORTH LINE OF SECTION 27 TRACT NO. 14759-3 - PARCEL B2 MKCIUND 11AV F W VIC TY MAP A _— N.T.S. �---�_---�--------�� 7 - C*MTRWTM NO?FS QUANTITIES C 2 .5 , y STC��RMORAl111 OTES �` b Q CONSTRUCT 18" RCP & BEDDING (D-LOAD PER PROFILE) 5 LF 27 [7 7° t9 18 8< CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) 134 LF ;♦ 2Q\ ` 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO 73 CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS 74 6 \" ♦` I SS Q CONSTRUCT -30" RCP & BEDDING (D-LOAD PER PROFILE) 148 LF CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. 70 J{ ' \ 57 ® CONSTRUCT 36" RCP & BEDDING (D-LOAD PER PROFILE) 40 LF 76 �5 7♦ 7J 71 7, 14 1 57 ( 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 1J WA ER `7 5Q CONSTRUCT 42" RCP & BEDDING (D-LOAD PER PROFILE) 4 LF METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE 7 _ „ \ \� 49 5 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK S TO BE DONE63 h4 6r 66 65 t2 .6 \ SHALL BE REMOVED, RELOCATED OR PROECED IN PLACE AS REQUIRED AT NO COST TO // x \ I 59 0 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 5 EA THE CITY OF RANCHO CUCAMONGA. 11 1 - 'y -- -- — / 6F Ss, \\ - _ - — ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 5 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH _ \ 74 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES I w N, 5 32 t= 54 C I \\ n Q9 CONSTRUCT MONOLITHIC CORNER CONNECTION PER CITY STD. 309 1 EA RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 14 '` \ FACILITIES ARE SHOWN ON THESE PLANS4,6117� f \\ >✓ a� 3- 4645 .J 1® CONSTRUCT MONOLITHIC SIDE CONNECTION PER CITY STD. 309 2 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO �' ♦ 1© CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 1 EA CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAIN, OR TS I ♦ \ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 1 EA CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 2 EA 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING " ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OFm o °'\ 1® REMOVE TEMPORARY PLUG 2 EA RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. � � S 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF ti THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION °` 6' 9 QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS ® ° M1WCr 14 — WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED 6SMMORAW PLANS AS INCLUDED IN THE OTHER ITEMS OF WORK. I 84 ` \\\ — 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 6. s \ NDEX THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON e} 69 \ REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 6. 76 1 ENGINEER FOR APPROVAL. ° \ SHEET 1: TITLE SHEET by \\ SHEET 2: LINE-B: STA. 34+52.73 TO STA. 36+15.34 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 6' '' °° \ LINE-C: STA. 10+52.69 TO STA. 11+93.89 STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE \ \ INSPECTOR. ,9 � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT PN X26 LIMIED TO, ENCROACHMENT PERMIT, DUST CONTROL PERMITS, STORM DRAIN CONNECTION �� 2-" LINE B / PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM t' T " , LINE B SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. T ,� ` PER TRACT 14739_2 N r / S7ORMOWN AWROVEVEN T 55 ♦< PLAINS 11. TRENCHING/BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF t / RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE 1. ° 46 47 ,,4 \ / 12. CONTACT UNDERGROUND ALERT 1-800-227-2600 AND ALL AFFECTED UTILITY COMPANIES 32 AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION J, z / CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: I u 2.• �' / / SEWER MAIN LINE A. CUCAMONGA VALLEY WATER DISTRICT INDEX MAP 26 / - SEWER MANHOLE P.O. BOX 638 TELEPHONE: (909) 987-2591 SCALE: 1"=300' / / PROPOSED WATER LINE RANCHO CUCAMONGA, CA 91730-D638 / B. SOUTHERN CALIFORNIA EDISON ATEN77ON: HAL SEWART —-— PROPOSED STORM DRAIN 7951 REDWOOD AVENUE TELEPHONE. (909) 357-6231 FON TANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER P.O. BOX 97 TELEPHONE. (800) 427-2200 RES. SAN DIMAS, CA 91773 TELEPHONE: (800) 427-2000 COMM. O D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 585-A NORTH MOUNTAIN AVENUE UPLAND, CA 91786 PRNAT E SVONEMS NOTICE TO COARRACTMS) ,n O THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON co THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ON THESE PLANS. E 0 C0& /�7/�''ICT0R R SPVl�7(UIrL11 / FOR THE " � CONT ACDTOR GE ISEREQUIRED ARE T 0 TAKE ALLEXISTINGTILITPRE PRECAUTIONARY MEASUR EIES EXCEPT THOSE SW TO PROTECT THE UTILITIES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND 1S DESCRIPTION OF REVISION DATE CITY REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. APPROVED 0' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY �y //�� OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR C� C'WA � 61 BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY STRUCTURES CONCERNED BEFORE STARTING WORK. I AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR o 1 ALLEGED, IN SOLE NEGLIGENCEOFCONNECTION OTHE OITH THE WNER ORENNEER. UNAUTHORIZED CHANGES TO ORUSES O PERFORMANCE OF WORK 1N THIS PROJECT, EXCEPTING FOR ENFTHESEILL BE PLANS. ALL CHANGES TOTHE RESPONSIBLE RLIABLE PLANFOR MUST BE STORM DRAIN IMPROVEMENT PLANS IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 0°I QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL TRACT 14759-3 — PARCEL B2 BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. TITLE SHEET a° THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY c NOTICE TO COARRACTOR� AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER o CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR Approved 8y DATE: DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY CITY ENGINEER (,�' RCE N0. 24953 E E Nql L. CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND �� DESIGNED 8Y: RECOMMENDED: V) ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THEM. TORRM s A.M.T. AE I�CASCO `r ENGINEER PRIOR TO CONSTRUCTION. 48 HOURS BEFORE YOU DIG A - 17 O No. 66068 DRAWN BY: E N C� • ���E� ■ N� SHEET 00 CALL o ! 937 SOUTH VIA Ln LATAE"P'06-3°-oe O.S. OF 2 ERSUITE 500UNDERGROUND SERCE ALT Cwt V'tCHECKED BY. COLTON, CA 92324 DRAWING NO. 1 -800-422-4133 OF C.V.A. PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. OF i I i I I 1 BENCH MARK: AIASS DISK IN CONCRETE HEADWALL -t-4 -.- - _ STAMPED "CITY OF RANCHO CUCAMONGA BM fEd, #U0a .. 10089 1987" AT SOUTHWEST CORNER OF OF r '+ U. DI AVENUE SUMMIT AVENUE AND EAST __ -- - _ - ELEVATION = 1507.031 FT - . ELEVATION = 459.343 M d � t� t w . _ -..._ BASIS OF BEARING - NORTH LINE OF SECTION 27 &1 T EXISTING STORM , DRAIN FER _ - F < INC STORM DRAIN _ ►t�IPROVEtiIENT PLi4Ns ' _ _ ,RACT. N 44759-1 , yy v� { I t i i i 1 , t Y .� i N i P Of�O EDS F•NJ H D i1RF' C , > J� � S r4 r _40G T W%-- A- ® C 'L Of` S�IlD I FII IS IE U F $ : 55,17 _ .- ._ 3s RCP /SHEET F NI$HED S R AC T� �VE#IFY PRIOR t - 4t 1 __ - -- _ •r TO SEGr TNG a C L ( � . IX 3 r n CorosTRUcrioN} - - - rI : _.__. ------ _1 - rt -H-f N W I _.. , T _ w! N l INt -4 - tf i �S ., __ .. ` _} - <6.1 CFS 48 .. _ - -- .. s i ACT` W. � l 759-�J- _ _ _ �. � 8 > > ,�0• I �� FPS- RA WING 230 -_ . y i 18 RC �+ { 1 HEFT � OAF 0 I ROP. r o. P ' ; 'COIN TRr{CTOR R1Fy PRIOR 3� � i i ' I I I S=b-2187 : ' 2 : Q 1= 83.3 CFS _ . __ . _ _ O, . I - _ - -- _ . Q 33.fi �CFS o o � � • ^ ELE V , ci s N ' 16.2 CFS v, ' - � M X�' � y �' � i dfl . A _ 4{ 14.7 CFS : a '� - -- - - � � _ �dx _ _ 10.1a #Fs - _ I F i f _. 0 2000 . t t­l L t i f i , � < _ ate ; m >L .r ' m 0 C *-� U w , J � ' . t ft Z J W 1� 1 S tir m m o w �i , 1. C) . Dtl000 D-loop PROFILE SCALES _ J. 4 -H g 2 H RI 1 " 40' _: - s - HORIZ.: _ D1330 -- ; D-7350 D-750 D-1500 - - -- -- - '''�` TA , . 1 . S VERT 1 =4 34+00 35+00 36+00 37+00 10+00 11+00 12+00 10+00 10+00 CURVEI LINE DATA CURVET LINE DATA DELTA IaEAFM RACM UN 1DOT• TAS CiNr DELTA ISEAFM RADW Leu(DIST• TANGINT CONSTRUCTION NOTES Q N06'54'43"W - 102.54' - ® N49'4l'36"W - 19.18' - O CONSTRUCT 18" RCP & BEDDING (D-LOAD PER PROFILE) N06'54'43"W - 174.92' - © N21755'51"W - 7.68' - © N04'54'43"W - 60.06' - O 02'1725" 594.00' 23.74' 11.87' 2O CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) QD N41'54'43"W - 42. 71' - QD N47 24'12"W - 73.78' - O CONSTRUCT 30" RCP & BEDDING (D-LOAD PER PROFILE) Q N23'05'17"E - 25.00' - GRAPHIC SCALE 44'30'47" 22.50' 17.48' 9.21' 40 0 20 40 80 QF N88'05'01"E - 7.00' - O CONSTRUCT 36" RCP & BEDDING (D-LOAD PER PROFILE) 40' tQSQ CONSTRUCT 42" RCP & BEDDING (D-LOAD PER PROFILE) Q7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 m oo �u^ 8) CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. ^ N U C3 00 o m a ^ m O9 CONSTRUCT MONOLITHIC CORNER CONNECTION PER CITY STD. 309 ~ � 2 Y ��,, o N INA 0 4 ? ,0 10 CONSTRUCT MONOLITHIC SIDE CONNECTION PER CITY STD. 309 mZ � ct mm . N N N N J W < W m a m `ch' m m o 'O m W �� �,v 4 13 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 20 2 NN ►- ►� a4 pNN � V O WF� J� 16 c O CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 � Om J � � J J 2- m e -N F' . §! ►N\'ogi„mm � ,^�a� ° om$ ^ " may :rg Nm ? W + ++ M►� O $ `f Mi op vi n U aD Nv WO N O p W W �O �-« t C3 + toN + �to + ►� ► + Oa tO Q* -JJ o m _o ^^ o .h•t o W + U 3 o Z o+ WO + N A i CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 ma w o< Id z BANYAN STREET w w w 18 REMOVE TEMPORARY PLUG PELICAN DRIVE 1+00.00 BAUTISTA WAY C INT. BANYAN STREET HUMMINGBIRD WAY = 2+48.43 HUMMINGBIRD WAY < ! O W m I' PAD-67-6 I j �+ ; PAD=69,1 'i / PAD 70.2 a ( PAD=6 1 8'� N 0 U)o + i PROP. R/W' + 2+74. 2 PEAK PLACE C INT. PROP. R/W 11+69.40 BC o + - 3+75.67 PELICAN DRIVE CIL STORM DRAW PER o E 2+48.46 18.00' LT HUMMINGBIRD WA' O ± N \ TRACT 14759-1 PROP. 8 WTR -- - - +7a44 18.00 LT PELICAN DRIVE IMPROVEMENT PLANS _ _ _ CIL CB N0. 5 ZfE. CB NO. 3 7 8 SHEET 5 OF 10 j - W=7.0' , V=5.17' A T 82 PROP. 8 WTR 1 W- 28.6' `V= 5.0' DRA WING NO. 2000-D D B I ROP. 8' SWR 33 O i PROP. 8" SWR - - - - J5+0-O - - ---- - A e UTISTA WAY p pADys�.S - 1f+93.89 LINE C LAT. B1 A 3 PEAK IP CE �- - - CITY �j 5 E C AD-6!.0 2+73.23 BAUTISTA WAY G' T. C �� 2 INSIDE CB FACE SCRIPTION OF REVISION DATE APPROVED _ DE (( 36+15.34 LINE B ` % i I 4 \ - 1 _ 11+90.65 UNE C 10 54+93.21 BANYAN STREET _ I E 2 I I PROP. R W INSIDE CB FACE r / ! \� SND 24' RCP C" OF 11RAA0-C ✓VVA ' ( PAD-;".O 11+86.88 EC mI STORM DRAIN PER �' 35+96.82 UNE B '. TRACT 14759-i Y ° I II W F 4 1457.78 BOTTOM SD I ' i •' v 1457.13 TOP SEWER m _ IMPROVEMENT PLANS i I� 14 m m m Q 3 W PAD 71.2 STORM DRAIN IMPROVEMENT PLANS l - PAD 67.1 \ ^ N O SHA WIN 5 OF 10 - 1 1I� l I t a I i \ co Io _ I 11+71.68 UNE C DR G NO. 2000 D �"i m BANYAN STREET oma PELICAN DRIVE BANYAN STREET � o + 3 HUMMINGBIRD WAY ;459.92 BOP SEWER TRACT 14759-3 - PARCEL B2 I o �i i to W 10+05.46 LAT C m W LINE B AND LINE C + cam, + o + o ~ 35+84.79 LINE 8 ? o �++ 0 2 0 m o BEGIN 18" RCP _, o w m w W - ? -0 1460.02 TOP SD 10+12.09 LAT. C J o ~$ a, o w II 1461.0 BOT WATER � ^ c Z END 18" RCP g o + N w Approved By _ DATE: Oc5 O INSIDE CB FACE ad N '� "�'r ° o m o = w CITY ENGINEER RCE ND. 24953 �N LINE 8 LINE C of � q( DESIGNED BY: RECOMMENDED: 3 -.AE CASC GRAPHIC SCALE °D N 3 AMT -" +• -'� r, 0 40 0 20 40 80 ^ ao " DRAWN BY: E fV® 1 " I�E NFt a n�� SHEET L 1 I 1 I ^ 6 068 _ Ln I >_ i S 06 '► OS 937 SOUTH VIA LATA 2 OF 2 = 40' �' TE OF C A���� SUITE0 - q I V Il ��! CHECKED BY: COLTON, CA 92324 DRAWING NO. CVA PH. (909) 783-0101 FAX (909) 783-0108 x053 D PROJECT SHEET NO. OF