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HomeMy WebLinkAbout1977-D F� GENERAL NOTES STORM DRAIN IMPROV M N P ANS 1 . ALL WORK 5HALL BE DONE IN ACCORDANCE WITH THE5E PLANS, THE CITY OF RANCHO CUCAMONGA vu 5TANDARD5 AND THE 5TANDARD 5PECIFICATION5 FOR PUBIC WORK5 CON5TRUCTION -CURRENT EDITION, _ INCLUDING IT5 ANNUAL 5UPPLEMENT5 OF AMENDMENT5. CONTRACTOR 5HALL BE FAMILIAR WITH AND 5HALL BE RE5PON518LE FOR ADHERENCE TO THE5E 5TANDARD5 AND 5PECIFICATION5. AY D CREEK BLVD . WIL50N AVE . 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 5HOWN ON THE5E PLAN5 WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT CITY Of RA NCHO C AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE A5 REQUIRED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT 5HALL FAMILIARIZE HIMSELF WITH THE 51TE AND 5HALL BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO EXI5TING FACILITIE5 RESULTING DIRECTLY OR INDIRECTLY FROM SEE SHEET 5 `a H15 OPERATION5, WHETHER OR NOT 5UCH FACILITIE5 ARE 5HOWN ON THE5E PLAN5. II I 4. A PERMIT 5HALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING PROPOSED �' INDEX OF SHEETS DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EA5EMENT OR RIGHT-OF-WAY. EDISON INTERMEDIATE SCHOOL �/ ' i -�• -� , SHEET 1 TITLE SHEET 5. ALL GRADE 5TAKE5 SHALL BE 5ET BY CONTRACTOR OR ENGINEER. PAVING 5TAKE5 5HALL BE 5ET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 5UB-GRADE ELEVATION AND AT NOT MORE I I / SHEET 2 STORM DRAIN PLAN (WILSON AV . THAN 50 FOOT INTEKVAL5. ADDITIONAL PAVING 5TAKE5 MAY BE REQUIRED BY CITY ENGINEER A5 NEEDED AT SEE SHEET 4 E ) WARPED OR VERTICAL CURVE AREA5. SHEET 3 STORM DRAIN PLAN (DAYCREEK BLVD. ) SURVEY MONUMENT LEGEND G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CR0551NGS 5HALL BE o I" I.P. WITH L5 54G4 TAG �' SHEET 4 STORM DRAIN PLAN (DAYCREEK BLVD. ) CONSTRUCTED PRIOR TO PAVING. ' PER RECORD OF 5URVEY 7. TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND f I 03-000 DATED DEC. 2003 , SHEET 5 STORM DRAIN PLAN (DAYCREEK BLVD. ) ALL 50UBPGRADE5 5HALL BE PERFORMED AT NO C05T TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE ------------- i, PLACEMENT OF BA5E MATERIAL5 AND/OR 5URFACING. I I / SHEET 6 DETAIL SHEET 8. AT THE COMPLETION OF PAVING, A MATERIAL5 REPORT 5HALL BE 5UBMITTED TO THE CITY ENGINEER. L15TING rw ALL TE5T5 OR DETERMINATION5 COMPLETED TO VERIFY 5TABILITY OIL CONTENT AND GRADATION OF A5PHALT PAVING. rt -� N SCALE : i'=200' 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL5 REPORT 5HALL BE 5UBMITTED TO THE CITY ENGINEER. -- - - -0F - - L15TING ALL TE5T5 OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 51EVE ANALY515 AND 5AND EQUIVALENT 5ECTION5. I 10. PAVING 5HALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, 51EVE ANALY515 AND 5AND EQUIVALENT CONSTRUCTION NOTESZ ESTIMATE OF QUANTITIES" OF AGGREGATE BA5E. 1\- SEE SHEET 3 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE 501L WHICH CON515T5 OF A ROCKY MATERIAL, THE 5UB- I GRADE SHALL BE PREPARED BY REMOVING ALL ROCK5 WHICH PROTRUDE ABOVE THE 5UB-GRADE AND ALL VOID5 ID IN5TALL 12' PVC 5DR 35 S.D. PIPE, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . .G7 LF. OR DEPRE5510N5 5HALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 0 INSTALL 24" RCP (D 1500). . . . . . , I GG L.F. MATERIAL. � �• � �. e �. _ � O3 INSTALL 3G" RCP (D 1500). .252 L.F. 12. IF THE A5PHALT CONCRETE 15 TO BE PLACED ON 5UB-GRADE, A 5011-5 5TERILANT REGI5TERED BY THE E.P.A. FOR s SEE SHEET Z U5E UNDER A.C. AND P.C.C. 5HALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE O INSTALL 48" RCP (D 1500) . . . . . . . . . . . . I GGO L.F. FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. c O INSTALL GO" RCP (D 1000). .GG5 L.F. 3. ESTIMATE OF QUANTITIES 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE © INSTALL CATCHBASIN PER CITY STD. 300 W=A5 SHOWN) CONTRACTOR SHALL MAKE H15 OWN DETERMINATION OF CON5TRUCTION QUANTITIE5 BEFORE 5UBMITTING A BID.•3 EA. ANY ITEM OF WORK REQUIRED BY THE5E PLAN5 WHICH 15 NOT 5PECINCALLY L15TED IN THE E5TIMATE OF O7 INSTALL HEADWALL PER CALTRAN5 5TD. D 90 (5EE 5HEET 7) . . . . . . . . . . . . . . . . . . . I EA QUANTITIE5 5HALL BE CON51DERED A5 INCLUDED IN THE OTHER ITEM5 OF WORK. 8 IN5TALL TRA51-1 RACK PER CITY STD. 312 (CASE A) . I EA. 14. STREET 51GN5 PER CITY OF RANCHO CUCAMONGA 5TANDARD 401 5HALL BE CON5TRUCTED AT EACH INTERSECTION. f�9 IN5TALL 48" PLUG (5EE 5HEET 7) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,3 EA 15. CITY APPROVAL OF PLAN5 DOE5 NOT RELIEVE THE DEVELOPER FROM RE5PON51BILITY FOR THE CORRECTION OF 0 IN5TALL JUNCTION M.H. PER CITY 5TD. PER CITY 5TD. 321 (MANHOLE NO. 4) . . . . . . . . . . .4 EA. ERROR AND OM155ION D15COVEKED DURING CON5TRUCTION. UPON R.EQUE5T THE REQUIRED PLAN REV1510N5 I INSTALL TRAN51TION 48" RCP TO GO" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) . . . . . . . I EA. 5HALL BE PROMPTLY 5UBMITTED TO THE CITY ENGINEER FOR APPROVAL. 2 INSTALL 24" RCP PLUG (5EE SHEET 7) . . . . . . . . . . I EA. I G. WORK 51TE AND EXTERIOR 5TR.EET5 51HALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 5TATE, THROUGHOUT CONSTRUCTION. 51TE 5HALL BE CLEANED UPON REQUE5T OF THE IN5PECTOR. 3 IN5TALL 24"X 24"X 24" JUNCTION 5TRUCTURE , , , , , , , , , , , , , , , , , , , , , , , , , , , I EA. 14 INSTALL S.D. MANHOLE PER CITY STD 3 19 (MANHOLE NO. 2) . . 4 EA. 17. CONTACT ALL UTILITY COMPANIES A5 REQUIRED, 48 HOUR5 PRIOR TO EXCAVATION. 15 INSTALL 24"X24" GRATED INLET PER DETAIL 5HEET 7 . . . • . . . . . . . . . . . . . .I EA. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 16 IN5TALL TRAN51TION GO" RCP TO 72" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) . . . . . . . ,I EA. 7 INSTALL LOCAL DEPRE5510N PER CITY 5TD. 307 CASE E . . . . . . . . . . . . . . . . 3 EA A. 5AN GABRIEL VALLEY MUNICIPAL WATER D15TRICT (8 18) 9G9-791 I 7 EA MR. BOB 5TALLING5 I8 INSTALL PKWY DRAIN5 PER A.P.W.A. 5TD. 151 (TYPE 2)W=G.00 . . . . . . . . . . . . . . . . FOR BA5E LINE ROAD CONSTRUCTION ESTIMATE OF QUANTITIE5 15 FOR PERMIT PURF05E5 ONLY. CONTRACTOR 15 RESPONSIBLE B. VERIZON 1-800-483-3000 FOR OWN QUANTITIE5. C. SOUTHERN CALIFORNIA GA5 COMPANY I-800-427-2200 RESIDENTIAL 216 N. EUCLID AVENUE I-800-427-2000 COMMERCIAL ONTARIO. CA 91762 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 EXISTING SURVEY MONUMENTATION 10440A5HFORD5TREET I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL 5URVEY MONUMENTS OF RANCHO CUCAMONGA, CA 91730 RECORD(5) THAT COULD BE DISTURBED BY TH15 PROJECT. ALL 5AID MONUMENTS E. METROPOLITAN WATER D15TRICT (909) 593-7474 WHICH CURRENTLY EX15T IN THE FIELD ARE SHOWN ON THE5E PLANS AND ARE DESCRIBED A5 FOLLOW5: 700 N. MORENO AVENUE LA VERNE, CA 91750 SURVEY MONUMENT LEGEND o I" I.P. WITH L5 54G4 TAG F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 PER RECORD OF 5URVEY 03-000 DATED DEC. 2003 G. ADELPHIA I-800-G2G-6299 (PORTION OF RED HILL) VICINITY MAP DATEH.GG80 VIEW PARK COURT ER TION (909) 987-6275 R.C.EJL.5. RIVERSIDE, CA 92503 PROPOSED DTERN INTERMEDIATE ��N Q SCHOOL WILSON AVENUE No.5464 &p.9-30-04 THATCHER ENGINEERING o e�°� S�' q CITY Of RA N C M O CUCAMONGA PRIVATE ENGINEERS NOTE TO CONTRACTOR & ASSOCIATES, INC. �w� VIN W 01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE5, CONDUIT5 345 5TH 5TREET, 5UITE B. AT II►/ , OR 5TRUCTUR.E5 SHOWN ON THE5E PLAN5 ARE OBTAINED BY A 5EARCH OF THE REDLAND5, CA. 92374 64 AVAILABLE CITY/COUNTY RECORD5. THE CONTRACTOR 15 REQUIRED TO TAKE (909) 748-7777 FAX(909) 748-7776 PRECAUTIONARY MEA5URE5 TO PROTECT THE UTILITY LINE5 SHOWN ON THE5ELAND PLANNING GVII ENGINttRING IVIL * STORM DRAIN IMPROVEMENT PLANS DRAWING5. THE CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RE5PON5113ILITY TITLE SHEET FOR UTILITY PIPE5, CONDUITS OR 5TRUCTURE5 5HOWN OR NOT SHOWN ON THE5E ARG ITEM Rv IN `�C7" CAO F� DRAWINGS. 141'1-'1- O < UNDERGROUND SERVICE ALERT Melvin)k Thatcher, III R.C.E. 39964 p. Dec 31 , 2005 ~ CONTRACTOR AGREE5 THAT HE 5HALL A55UME 501-9 AND COMPLETE APPROVED BY n Q DATE 3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF k�G&l� ,/ �i�if REVISIONS CITY ENGINEER RCE 24953 Call1-80oll 0 PROPERTY; THHAT0F TH15 PROJECT,TH15 REQUIREMENT 5HALL APPLNG YCONTEY Of ALL INUOU5LY AND NOT BE ON5 AND BENCHMARK- DE51GN RECOMMENDED 227-2600 LIMITED TO NORMAL WORKING HOUR5: AND THAT THE CONTRACTOR 5HALL AT THE N.E.C. HIGHLAND ETIWANDA AVENUE, GG' N. OF CL HIGHLAND AVE., 24' E. OF CL BK BASELINE ROAD DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER ETIWANDA AVE. AT THE NORTHWE5T CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN CULVERT TWO WORlVNG DAYS BEFORE YOU DIG HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 5ET 5TD. 13RA55 D15K. DRAWN SHEET "CAUTION": Remember that the U5A Center WITH THE PERFORMANCE OF WORK ON TH15 PROJECT. EXCEPTING FOR LIABILITY„ CO,BK V notfies only those util teg belonging to ARI51NG FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ELEV. 1432.61 2 FT I OF 7 N 0 R T H ... the center.There could be other utilities CHECKED DRAWING NO. present at the work site. The center will inform you of whom they will notify. DESCRIPTION OF REV1510N DATE CITY MWT R.C.E.No. 1977-D APPR. DATE FILE NO. pgo ji5e.T sne5r NO. 8 pp �� - 4/22/04 9660381 E H A AT THE N.E.C. HIGHLAND f ETIWANDA AVENUE, _ I ` 66' N. OF CL HIGHLAND AVE., 24' E, OF CL ETIWANDA AVE. AT THE NORTHWEST CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN CULVERT 5ET 5TD. BRA55 D15K. ELEV. 1432.61 2 FT zzI ZI 25 — — - Lnz _p- — — - - - - z01 - - — -- v } - -- - - I- -- - -- - - - _ -- - - - --- - - - - - -- - - - - - - - " T MA € - PR POISE 8"; C 5 E Ln t� z - �tATRP{t r - - - - - - - 15 ' 04� . PWG' -1,54-5- I 4 - ----- -- – -- VET F. , , �, �PR P05E LAT PER PR O P E 72" --- - _ 5 V T 0.44 F E 05 _p� I 7-7 I MI IM MCO CRETE COVE OVER B' HAL BE 2 I/ I I*C NT C O T VERIFY I NII TA L 290.19 'F 6Q" fCP D i { 'rte U. T8 I I I ST LLEP P i o T PROFILE HORIZ. I" = 40' VERT. I" = 4' 15+00 16+00 57+00 5G+00 55+00 54+00 53+00 15+00 14+00 NOTE: Q,00= Q,00BULKED U" OFFSITE 10 / ' 1 w z pp Lu Ln + i trlL � F- fl� N Lai In _ H}� �L UDuz `n`n a0 57+09.75 PIPE c~n "� 0 i cv 14 ,n z Ir w _ 6.60 INV(5) + N t9 m �' PROPOSED LATERIAL PER xxINV(N) " J�j llJ r LO PROP05ED 72 RCP PER 5EP '--�_ °s f 5 ',,+ ,. `ti 1 rT-;��.i —,.,,.rr--r, wF-; -�.' ,a','_.—r�T• , "„T.'^, I — `' +. :, '• PLAN DWG NO. 1845 – NA9024103"W m Ir ROP05ED SEWER PER SEP PLAN WILSON AVE - --- U m PROP05ED 5T. IMPROVEMENT5 PER 5EP PLAN g. PROP05ED WATER LINE PER SEP PLAN Z •- .- �--;�. — l�9 ui — 15 `It •`w` • ' _. _�.'t •'�' ',•.� '♦ •, t N A t..'.. �. „t4 ,�,,,�• i f i, '' I ,Y"�; �1 r♦ -�_T,f°— "i Z � ./ ,y r' 9'''•1•»,°`s..'�,�' ,t�,_.,� t�L �..t yt1�• j .,` ;—,Tr-r.,+--,_.�...�--7: ,1,� 0 uj -� uj 09 (LUZ OZ x x00 t' +; W I THATCHER ENGINEERING o e�°� S51 q� CITY Of RANCHO C U CA M O N GA CONSTRUCTION NOTES & ASSOCIATES, INC. �� IN W. <y CURVE DATA 345 5TH 5TREET, 5UITE 13. ; ATC R, III �= STORM DRAIN IMPROVEMENT PLAN REDLAND5, CA. 92374 399 rn 10 INSTALL 12" PVC 5DR 35 S.D. PIPE 10 IN5TALL JUNCTION M.H. PER CITY 5TD. PER CITY 5TD. 321 (MANHOLE NO. 4) (909) 748-7777 FAX(909) 748-7776 A ED150N INTERMEDIATE SCHOOL O O R L T O INSTALL 24" RCP (D i 500) I I IN5TALL TRAN51TION 48" RCP TO 60" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) LANDFIANNING GVtLENG1NEfRING CI L ETIWANDA 5CHOOL D15TRICT A 69014'15" 45.00' 70.09' 44.41' O3 IN5TALL 36" RCP (D 1500) " LANDSG ARGHTECTu surf [N qT� CALI F��\ 12 INSTALL 24 RCP PLUG (SEE SHEET 7) qhWO WI L50N AVE. O INSTALL 48" RCP (DI 500) PIPE 5TA 56+39.66 TO 53.41 .37 13 INSTALL 24"X 24"X 24" JUNCTION STRUCTURE Melvin W. Thatcher, III R.G.E. 39 64 P. 06c 31 . 2005 U5A ALERT O5 IN5TALL 60" RCP (D 1000) APPROVED BY DATE 14 INSTALL 5.D. MANHOLE PER CITY STD 319 (MANHOLE NO. 2) REV151ON5 CITY ENGINEER RCE 24953 CALL: TOLL FREE O INSTALL CATCHBA5IN PER CITY STD. 300 W=A5 5HOWN) 15 INSTALL 24"X24" GRATED INLET PER DETAIL 5HEET 7 DESIGN RECOMMENDED I 5CALE: I'=40' 7 INSTALL HEADWALL PER CALTRAN5 STD. D 90 (5EE SHEET 7) " " I-800-227-2600 0 16 INSTALL TRANSITION 60 RCP TO 72 RCP PER CITY STD. 334 (MOD. PIPE TO PIPE) B.K. lom 14+ TWO WORKING DAYS O8 IN5TALL TRASH RACK PER CITY STD. 312 (CA5E A) 17 IN5TALL LOCAL DEPRE5510N PER CITY STD. 307 CASE E DRAWN HEFT BEFORE YOU DIG 0 40 80 120 O9 INSTALL 48" PLUG (5EE 5HEET 7) �8 INSTALL PKWY DRAINS PER A.P.W.A. 5TD. 151 (TYPE 2)W=6.0' 5W,3K 2 pF 7 CHECKED DRAWING NO. DE5CRIPTION OF REV15ION DATE CITY PPI R. M.W.T. DATA FILE E NO..E. 1977-D P90JlFGT &YEEr NO. op - -- 4/22/04 96603R T ■ i Tl AT THE N.E.C. HIGHLAND 4 ETIWANDA AVENUE, 66' N. OF CL HIGHLAND AVE., 24' E. 0f CL ETIWANDA AVE. AT THE NORTHWEST CORNER OF 4'X 8' DROP-IN-BOX FOR DRAIN CULVERT - - - -- - SET 5TD. BRA55 DISK. ELEV. 1432.612 FT I �_ _ - - - -- _ - - - - -- - - - 777777 �- - _T--T- 1 -7-+FJ _ _ 0I-V� TTS _ -t- -- �. FT - - - 77 IFu Luo T �-- -- - - Z _ - + - —1—�—�- i N �WC IF E —_ I -7-777 0 Fc5 ME - -�i Z - - — I C'10 5 ILLLu — 100 TI T� -I— I-- e - - \ - lD cL Q 10 L&T MAT J - O' -- ,� I I I VERT F - �RF3i' - - - -- - - - -- - - - -505, ---T- - I- - I VET F 4 P pt _ ........ — _ ! O -T 0• -�- � r-136. 3 IEC Q 2 F � _ . t 63 ----------- INVERT -- --- II nnA�o P F R I I 5 I O 8 C I I I I \ 5 T ■--- I I � F " " OEC N REE COVER, VE TE R,EI F R M T HA 2 4 5 E C L 3 ------- rT-- T I N TA L 86 2 5 F 4' '� P (f�I ) PROFILE - - - - - — -I -- - - - r - -- -- - ------ -- -- - PROFILE ( S 0 " = 40' - - — - - _ - - --- -- - - -- -- -- - - RIZ 1" = 40' 34 .a HORIZ. 1 _ HO I M n0 n 1 i- , it - _.__ - VERT 1 8' VERT. 1 41/��r1 / NO E: MIN C NC T C VE O E PIP R1-464 :m NT SH LL 3/ 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 0+00 1 +00 NOTE: Q,00= QIooBULKED ULT OFFSITE i N 10 Z In 1 I� u�.. a � F ', EXIST R/W y_ ..Lu Q i, ., �. �h� xOOpOo��G� v �J • 2x0 r7-r,..,,z—, M ,• ,y.. .,' �` r. . 'T�T':r'- �-'.-r+---"""; ., Y � ` x0o v , r / c/1 it vt `.°.._...,._..S.._�__,,,,sae.,° t w....' .„„ut¢w:c.r-.,..w+ � : Y'• 7 t�• �O V r ......_._e_ .�, +,,„ ,. ,. ,,. i � `:� �rrrr: rµ;-;x}, yjr:;.l°. r-a"..' .T _..=r•'-..".-„' r i \ a 1( ".----_._ __-__._ '------__-- ""-'.-'_-a-.+ ...a, a-.e.-e.t aa-j.l..-_.sa.:,.r a�•_s..-..s..sf ..�.-',. •_e:.._.._....,._.. }- *- e• e'-._.�___-1:_'_'.iy / /� a� , �Y ,a' . EXIST SEWER V f PROPOSED WATER LINES PER SEP PLAN Lu — — NOO°09'291-W —EXIST S.D. DaYCREE� ----+ _ 56-� 57-�- 58- _ PROP05ED SEWER LINE PER 5EP PLAN N00009'29'W BL VD . cn (G;000�� 0� 2 I 4 59~ NW 17'3 I'W 60 4, 61 E - W 11'. k Alb,app��� A f ifs-- J SEE PROFILE 5 0-\, - _�` - - S.D. LATERAL 'A' 2 �� _ S I ' .'• ,,a fT^T'-.'fir-�} , t'3 .y 1 A '_tr-r-.• .�T .:•+�^:`,'r' • ' + • R, ,. rxi rr..+rrT • ��*�' \ ■I '/«, t ex. •A r . ,�' +' . `f. I, � 't •} e^ .V .6. y..{ ,•` ^�-•`^--- t .r-r, !rF,`,i -s�T�'- 'e .t r•'e I•!': a l•: . C „t'e'. ! . �d t • •r' ti .i � .r i e'• � t' s, e•1 ,l:"•i' ti .y .t', y• :s � .r a Mn .:y, ,� r'• i d„ r S, x', i •'��: , .r • t �. ,,. ., fir• e, ....: ..ti � ter^-r-+=''mi. .'t`' �'.` ._.'r-' "' —__ ,--- �_'c---'- ♦�^'r-' ° i ,' ',,,. ' ' •. EXIST RIM �EX15T JOINT MATCHL I N ..�,, �- UTILITY TRENCH 1 CL Ep6ATION 10 SEE SHEET + PIPE 0+65. 19 WIL50N AVE. + I W ,•. 22.55 TOP I p 5° z In 1 1 .91 1NV(W) U, ( Z lD ' I v — ; ' r Z 10.81 INV(E) I J + � 6 uj IT 'U' `� < Ln I7 z..` 14 I I I I11�'1 I THATCHER ENGINEERING �a e�°� 55/ q� CITY Of RANCHO C U CA M O N G A CONSTRUCTION NOTES & ASSOCIATES, INC. �� M SIN w. �y CURVE DATA 345 5TH 5TREET, 5U1TE 13. 4 �. II Z STORM DRAIN IMPROVEMENT PLAN REDLAND5, CA. 92374 N 99 rn (909) 748-7777 FAX(909) 748-7776 ED150N INTERMEDIATE 5CHOOL O 0 R L T O IN5TALL 12 PVC 5DR 35 S.D. PIPE 10 INSTALL JUNCTION M.H. PER CITY STD. PER CITY 5TD. 321 (MANHOLE NO. 4) ray " IANDPIANNING GVILfNGINffR1NG sT avlL P ETIWANDA 5Cf100L DISTRICT A 69014'15" 45.00' 70.09' 44.4 P O2 INSTALL 24 RCP (D 1500) I I INSTALL TRAN51TION 48" RCP TOGO" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) qTF DAY CREEK BLVD DscnP Irfcru su fYIN q= Asti F O3 INSTALL 36" RCP (D 1500) 12 INSTALL 24" RCP PLUG (SEE SHEET 7) zz CAO PIPE STA 5G+39.GG TO 64+00.00 Thatcher, III R.C.E. 39964 Exp, Dec 31 , 2005 I O4 INSTALL 48" RCP (D 1500) 13 INSTALL 24"X 24"X 24" JUNCTION STRUCTURE APPROVED BY DATE USA ALERT O5 INSTALL 60" RCP (D 1000) 14 INSTALL S.D. MANHOLE PER CITY 5TD 319 (MANHOLE NO. 2) REV1510N5 CITY ENGINES RCE 24953 CALL: TOLL FREE O6 IN5TALL CATCH BA5IN PER CITY 5TD. 300 W=AS SHOWN) 15 INSTALL 24"X24" GRATED INLET PER DETAIL SHEET 7 DESIGN RECOMMENDED I-800-227-2600 7 INSTALL HEADWALL PSR CALTRANS STD. D 90 (5EE SHEET 7) B. P7 I SCALE: 1"=40' O 16 INSTALL TRAN51TION 6O" RCP TO 72" RCP PER CITY STD. 334 (MOD. PIPE TO PIPE) DRAWN SHE Er TWO WORKING DAYS ® INSTALL TRASH RACK PER CITY 5TD. 312 (CASE A) 17 INSTALL LOCAL DEPRESSION PER CITY STD. 307 CASE E SW BK QG BEFORE YOU DIG 0 40 80 120 O INSTALL 48" PLUG (SEE SHEET 7) 18 INSTALL PKWY DRAINS PER A.P.W.A. 5TD. 151 (TYPE 2) W=6.0' 3 OF 7 CHECKED DRAWING NO. DESCRIPTION OF REV1510N DATE A PPI R. M.W.T. DATe FIE NO. 1977-D 4/22/04 96603R PgWE67- SHEET 1-10. OF BENCHMARK: AT THE N.E.C. HIGHLAND * ETIWANDA AVENUE, --------- GG' N. Of CL MIGHLAND AVE., 24' E. OF CL ETIWANDA AVE. AT THE NORTHWE5T CORNER, \ \ i r ---- -- Of 4' X 6' OROP-IN-13OX FOR, DRAIN CULVERT 5f-T 5TD. BRA55 015K. ELEV. 1432.G 12 FT � I � � 1 1 1 � l 1 _T­ 17�y + ------------- PROP05ED I F.S. 77- II OVER, PIP zTT D_ _77 � FL J_ co O . 117 I T 10- T Vmml.. N VERT C F IF�01`OS INVERT OF1 Y-=- Z= PROPOSED RCP mq=;;g:FF:*--=FFF� i I I Li 'ti \\ It NOITE: CONCREI!E COVER.OVER RE -Try r -- --_\Y-- __-- -_-- -___ _ -_ - -- _-- _-_ :3 r7-r rr= rr7-'rl'T! rr-r INSTALL 143. 1 1 Lf. 117 5=0. 125 INYALL �03� LF. GO' RCP D) (111500), 10. 12 T _� _ \ _ _ _ __ _ _ _1 __ _ _ __ __ __ -- __ _ _ -_q: 4__T F__ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ - _ _ __ _ __ __ - __\ __ _ -__ ___ _ __ __� __ __ __-r __ _\_ _-_ ___ __ _.1 PROFILE PROFILE it HORIZ. T' = 401 HORIZ. T' = 2Y VERT. P = ,Y L VERT. 1 = 8' --L-L-LLL-LLLL1- �LLI- -LLL L L' L 62+00 63+00 64+00 64+00 65+00 66+00 67+00 68+00 18 18 18 18 18 '%ep (pgy EQUATION F-��48* RCP 62.00 PIPE Ln Ln Ln Q qo uLT=347.14 CFS 2.00 DAY CREEK ✓ I- i� ILI 9. c\j U 'myl VULT-3G.G3 ffr/5EC. 0 + mum m + T- OEE 5H EVT 1) T------------------- RtEK AYC (L N pp G" 5E 0" N 00017'31NW 17'3 1 + OP� Al 0I z 7 % • 7- I - EQ CURB G ` / \ \ �. + TO 13E IN5-TALLED ` s / / \ 57' E 3 5G PROP05 UTTER"\ z R 5T. IMP.,PLAN5 A" X ------ 13'I t` I \ q 7' EX15T(JOINTUTII.�_ TRE�Cll tv N 0°092' (W (\51 (PROTE(�7 N -71 \\Xl� CONSTRUCTION NOTES U-i (DIN5TALL 12 PVC SDR 35 S.D. PIPE .:\; \\\\ CURVE DATA u Lu \ \ z � VL L I N5TALL 24" RCP (D 1500) 0 A L 0 \ ,\~ - �� �' b-- \ \ 13 9001731" 120.0' 189. 1 1' 120.G I' O INSTALL 3 G" RCP (D 1500) \ �\ - ----- '-' ` �\ - \ \ po 0 1+ + lu 1 N5TALL 46" RCP (D 1500) O I N5TALL G9 RCP (D 1000) NG INSTALL CATCHBA51N PER CITY 5TD. 300 W=A5 5HOWN) Ln O INSTALL HEADWALL PER CALTRAN5 5TD. D 90 (5EE 5HEET 7) �, �` _ \\ � � �� --� W INSTALL TRA5H RACK PER CITY 5TD. 312 (CASE A) r \ vl Lu \ \ r Ft,Q s \�\ INSTALL 48' PLUG (5EE 5HEET 7) SCALE: I"=20' LV ,CITY 5TD. PER,CITY 5TD. 321 v) INSTALL JUNCTION M.H. PER \\ (MANHOLE NO. 4) 00/0 0 INSTALL TRANSITION 46" RCP TO G(Y RCP PER CITY 5TD. 334 \ \� \\ \_ (MOD. PIPE TO PIPE) 7.40 0 20 40 GO 12 IN5TALL 24" RCP PLUG (5EE 5HEET 7) \'* N B/ @ INSTALL 24"X 24"X 24" JUNCTION STRUCTURE IF THATCHER ENGINEERING wt-wn- N , CITY Of RANCHO CUCAMONGA I4 INSTALL IN5TALL S.D. MANHOLE PER CITY 5TD 319 (MANHOLE NO. 2) kA-. 70 04 & ASSOCIATES, INC. V1 N W.. 345 5TH STREET, SUITE D. r) CHER, I (9 INSTALL 24"X24" GRATED INLET PER DETAIL 5HEET 7 STORM DRAIN IMPROVEMENT PLAN �\\. �� C/7 \ ``` REDLAND5, CA. 92374rn y -_?' r-n ,CP PER CITY 5TD. 334 86 (909) 748-7777 FAX(909) 748-777G ED150N INTERMEDIATE SCHOOL 87 G INSTALL TRANSITION GO" R.CP TO 72" P 84 @ (MOD. PIPE TO PIPE) ,CITY 5TD. 307 CASE E 0 PLANNING-GIVIL ENGINEEKING Vi- ETIWANDA SCHOOL [)15TRlCT INSTALL LOCAL DEPRESSION PER I I DAY CREEK 13LVE) 18 INSTALL PKWY DRAINS PER A.P.W.A. 5TD. 151 (TYPE 2)W=6.0' \� \, \,: � �'> ' � /' f�'I � f IT S" �" \\ \ ,f / i - 5TA G4+00.00 TO 71 +38.27 =C_ler, III R.C.E.�`� \ \ - ' '"" ` _-- �' S49G4 Exp. 6ec 31 . 2005 APPROVED I I VED 13Y DATE 1�5-16, USA ALERT \ - v`� REVISIONS CITY ENGINEER ")6�0 RCE 24953 R CALL: TOLL FREE DESIGN RECOMMENDED 86 13.K. I-800-227-2600 � \ . � � i, i f DRAWN 5HEET TWO WORKING DAY5 'N'III\, \ G , SEE SEP. GRADI P \.N\ \ + ;i 5w 4 BEFORE YOU OIG a\`\\� -. 1 •, t. \ ., FOR CONTOUR GR�DING_OF OF 7 CHECKED DRAWING NO. I!Z , F_ 4L BALL FEILD DESCRIPTION Of REV15ION DATE CITY R.C.E. NO. APPR. M.W.T. DATE FILE NO. 1977-D 412 4 96603 R4 p)e0U'ff67' Sf/t-97- 1110. of BENCHMARK: AT THE N.E.C. HIGHLAND * ETIWANDA AVENUE, 66 N. OF CL HIGHLAND AVE., 24' E. OF CL ETIWANDA AVE. AT THE NORTHWEST CORNER _7 Of 4' X 8' DROP-IN-BOX FOR, DRAIN CULVERT 5ET 5TD.. BRA 015K. _T_ _j ----- ----- --- -- ELEV. 1432.6 12 FT I r-PRQP05ED f'_ OVER ., I JOINT U­ILl Y VE PI'E ......................... n Lu To + r)I m + _T CL OqER rIpj J1 T- F 5 -7 _P VGP 5EF-_ GO 1 lRo ro M Dtr WA tR 5 P 4 3; 1�Al 14 Pf H)--2- 24 V= 17.G T/5rC -Go. RPPR + A 511 �Er4- 0 (ER�� IP _0 > T, N5�, 8 LF (1)1500) 2 INVEF 46 R 150 181 L N5TALI. 2 Lf OD 15001 -- 7. 2 KCr` !kt iOT 5t=-007! (;5 46RCIP 15T LL GeV 1, Co N RETE -,OVER. VER STEE. INfC EMENT _QL 48' R:P I- J -I 5HALt i3t 2' 5=I)-.O'roc-- ------ ------- 37i k ::OFCEI'MENr N5 LL-7 F bo-- PROFILE PROFILE R 3TE F :P 0 1 ! 001__ I - 51;IALt l5ff2_ D=C.0e40 VERT P = Y VERT. I = 4 N5 AL ! I3.4&LF4& K( )0) Holuz. I" = 4V Holuz. I = V I I 5rO-O7jG 0, ' "I _7 I I I 1 ;*7.V8 -FT I I I L 67+00 68+00 69+00 70+00 71 +00 72+00 0+00 1 +00 2+00 Q Z0 + > > > z 0 (ji o z z z CD 0 0 15T CURD AND GUTTER + z L6 z 0 n - - - :3 > cli "i b PROP05ED 445" 5.D. (OKY LINE) N D z z N - Z It It 0 + (5EE SHEET Co41g8�1_ PROP05ED 10* VCP 5EWER ED WATER, LINE5 r*l LuQo uLT=341.4 CF5 -PROP05 + z + PER,5EP 5EWER PLANS PER 5EP WATER PLANS i Vua36.63 ff/5EC NO 0 u Z 5 7 321 -D.4YCREEK- 3 1 2' x BL VD . N 000 17'3 I" W G 71-/ 72- N 000 17'3 11 W 32' 32' Ln Lq 0 X �7 V) IF 7 57' SEP 5T. IMPROVEMENT PLANS 16 5TO LLj 57' (,,& FUTURE 2 FUTURE 45" 5.D. PER 5EP. UJ 0 ECT IN PLACE) 5.D. PLAN ONLULL11Y I&ENGd- v) X-x PER 5EP, S.D. PLAN FUTURE CURB X -=.x 7-x �7- 51 TO Ck JOINT PROPOSED MEANDERING GUTTER PER 5EP. UTILITY TRENCH FOR PROFILE 5T. IMP. PLANS (6' DEEP) 51W PER,5EP L15 PLANS Of LAT 13 PROTECT IN PLACE 5EE ABOVE G- 0+45. 18 LATERAL 13 11 uj 10+72.00 WOLF50N DRIVE FUTURE CATCH BA51N z PROPC15ED CATCH 13A51N PER 5EP. PLAN Z (W= 14) 27.40TC 26,73fL 3 V) mrLu PROP05ED CURR53 uj ) GUTTER PER 5EP 5T. IMP. PLANS THATCHER ENGINEERING CITY Of RANCHO CUCAMONGA & ASSOCIATES, INC. MEL IN W. <%\ CONSTRUCTION NOTES 345 5TH 5TUET. F?UITE b. CHE, Ifl STORM DRAIN IMPROVEMENT PLAN CURVE DATA REDLAND5, CA. 92374 (909) 748-7777 FAX (909) 748-7776 ED150N INTERMEDIATE SCHOOL (DINSTALL 12" PVC 5DR 35 5.D. PIPE INSTALL JUNCTION M.H. PER CITY 5TD. PER CITY 5TD. 321 (MANHOLE NO. 4) . 12/31/05 0 L T LAND ftMNlNG_QVtLtNGlNEMW A 16°01'05" 1 140.06 318-73' 160.4 I' INSTALL 24" RCP (D 1500) INSTALL TRAN51TION 48" RCP TO GO' RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) CI (L ETIWANDA SCHOOL DISTRICT D ARCkliTCCrURf A DAY CREEK 13LVI) 13 17019'1 On 118.46 35.811 18.041 INSTALL 3G- RCP (D 1500) INSTALL 24' RCP PLUG (5EE 5HEET 7) o L/ STA 68+00.00 TO 71 +36. 2.7 INSTALL 48" RCP (D 1500) n W. Thatcher, III R.C.E. 39k,4 exp Dec c 31 , 2005 IN5TALL 241 X 24'X 24" JUNCTION STRUCTURE -_ I APPROVED 13Y DATE 157/(3 U5A ALERT IN5TALL GO' RCP Q 1000) IN5TALL 5.D. MANHOLE PER CITY 5TD 319 (MANHOLE NO. 2) REV15(ON5 CITY ENGINEER zj� )cX.CXgaugwz RCE 24953 CALL: TOLL FREE INSTALL CATCHBA51N PER CITY 5TD. 300 W=A5 5HOWN) IN5TALL 24X24" GRATED INLET PER DETAIL 5HEET 7 DE51GN RECOMMENDED 13.K. .9 1-800-227-2r.00 SCALE: 1"=400 INSTALL HEADWALL PER CALTRAN5 5TD. D 90 (5EE 5HEET 7) 0 INSTALL TRAN51TION GO' RCP TO 72' RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) DRAWN 5HEE-r TWO WORKING DAYS INSTALL TRA5H RACK PEP,CITY 5TD. 312 (CA5E A) IN5TALL LOCAL DEPRE 55ION PER CITY 5TD. 307 CASE E 5W BK 5 Of 7 BEFORE YOU OIG 45 pj tF T (A CO 'OV F0 NT- Tilt, IT P�Q P i P�M 0 40 50 120 INSTALL 48" PLUG (5EE 5HEET 7) INSTALL PKWY DRAINS PER A.P.W.A. 5TD. 151 (TYPE 2) W=G.O` CITY rHFrKFn -R-C.E. NO. DRAVONG NO. I)E5CRJPTION Of REV15ION DATE APPR. M.W.T. DATE FILE NO. 1977-D P9-0V-tFCT SHEET NO. OF 4122104 966038 RO O 'ED i 690 T� � I I - - -TT T T� _ FT TT_TT l- Fr I z o Z TT -4 N u�J N I T -- OI T T —I--�_ TTT T — I �TT TT I ' T-- D -- Z - - - - -- RTO ED G" EWE T - - - --- - - - �� -- - --- I i I O! I T � T TTS qVE 5.Q. T INVE T F o �- I r.-.�.__ I I i T 3 0 O I i _ r 2 t T + - r ,, - - - -- - _ - ► -- - -T-1-- _ T--�-�-TT - T l -T - - TTS T �- ITT _ ► _ T_ -- c9 i VET CP TNT T T�TTT TT T T T T T I_T T _T- _._T--� 1 - - - _ 56 N TE: N VE ER' I F I COC C O C G RET ,RE , ( ( T r r _ ( I ! I T F4 5 Et 5th tL 8E T I 1 I � r r, rr F TU -- 7.5uF 48" CF- 5-P. ix- ,flop, - - - / r/ VIII C r ;-INA 0 4 "RCP- --- - - - - - - _ - - -- � �---- -- --- -- -- - --- - - -- - -.-- -- - --- - - - -- - - - - - - -- - - - - - VEST F 5-0. 8O I T T _ _ - _ __-_-_ F-- _J-__ ------ I -- _ - _ .- - -- - - -- -- _ --- --- --- - _ ___- --- -- --- -- - _ __ -- - --- -. -- ---- - - ------- -- _- _ ___ __ _ ___ .__- -- - --- --- --- --- -- _ _ -_ -- --- -- - - _ - --- --- -- - ---- - - -- -- -- ---- -- - - - _- --- -- --- -- -- -- -- --- --_ _ _ _ -- --- if-- - - - -- - -- --- --- -- - -- - -- - --_ 1 T � � I g INS AL 2 7. LF 48 RC (DII 5 ) ( T UT RE 8 RC - --_ - --l------l----1ST LL 4_ LF_ _8" RC p 5- 1 T Sx}.075:=Q. 6 I - �A�+�S 5 L -- -- - _ _.._ _-- - --- --- -- --- -- ------- -- -- -j-- -r -- ---(- - -- -- -- -- -- --- - --- - - --- --- -- -- -- --- --- -- -- --- --- -- - - _ - - - - - - --- - -- -- ---- - - _ . - - - - _ - - -- --- - - -- - - -- - - - - 1- - - - - --- - - - - - - - 5 O..QB 6_ _ __ - - - - - - _ i ( Ofi • C N RE E COY R E(� N TEC NC C VE O E REINF RC NG 5T EL H L E 3! INO E: O GYNE CO ER OV�R I FO CIG TE L 5 AL BE 2 !4" I I - C� Cf - I T- -- -- - - - PROFILE VERT. I" = 81 G2+00 G3+00 G4+00 G5+00 GG+00 G7+00 G8+00 G9+00 70+00 71 +00 I 72+00 9 14 10 10 9 14 14 w 1- NOTE: Q,00= Q,00BULKED z °� Ln o pp o�T OFFSITE J z _ = w o3Lu p-' cc on ROP05ED 48 RCP DRY LINE o O + -� p (FO PUTU 5-p. CONNECTION) to y + ir- 09 j ���s O ��F-- P� P ( N�_ �� 'n = �- � /� !{ �/ f � i/ /� ,� '` �� � (� � _ P4RP OSE 6"�E R / z � � �-_� � � r ��'� �ao ( t l ( 14 °( " f Co ,f 00° 7'3 I t Wt t O°O 8JN \ - t ' 0 - 'f ��7 ` 7 I 0 \ � �. . �•� �-. 1 • .wii,. .. . tee.o 'w it irfl - .i psi.r . .,R. � - -- - -— - - - -— - -_ —_-- —.- -— r- -ter- - '", - � • , == S ��\ � t � A � q.• =1y �T .1� ,A: - �� r� �� RSP� D CUR �GtjR �'�l �� I 3 - L 3� 77 PO ' T(?B 19T LLED 6 1 _ - 1 51rD TO D rN C` l fT T I l i \ PEI�SEP P 1 1 ? / i �,' � (G E N. 0 '2 �� \ _ - .V..,,�. .__ -�-- ."_...- I, ,.' S ONS •� r \No W-.A , \ ` Pw 83 83Y' _ - 84 CONSTRUCTION NOTES O INSTALL 1 2" PVC 5DR 35 5.D. PIPE O2 I NSTALL 24" RCP (D 1 500) O3 INSTALL 3G" RCP (D 1 500) I SCALE: I"=40' O4 1 NSTALL 48" RCP (D 1 500) O INSTALL GO" RCP (D 1000) 0 40 80 120 O INSTALL CATCHBA5IN PER CITY 5TD. 300 W=A5 5HOWN) O INSTALL HEADWALL PER CALTRAN5 5TD. D 90 (5EE 5HEET 7) THATCHER ENGINEERING Q E SSS CITY Of RA N C M O C U CA M O N G A ® INSTALL TRA5H RACK PER CITY 5TD. 312 (CA5E A) & ASSOCIATES, INC. ki VIN y O9 INSTALL 48" PLUG 5EE 5HEET 7 345 5TH 5TREET, SUITE 13. :n TC V Z STORM DRAIN IMPROVEMENT PLAN ( ) REDLAND5, CA. 92374 o. 99 rn I0 INSTALL JUNCTION M.H. PER CITY STD. PER CITY STD. 321 (MANHOLE NO. 4) (909) 748-7777 FAX (909) 748-7776 f,. / Ips * EDI5ON INTERMEDIATE SCHOOL D P1.4NNING CIVIL ENGINFfR1NG ETI WAN DA 5C H 00 L D I STRi CT I I INSTALL TRAN51TION 48" RCP TO GO" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) IS CIvIL DAY CREEK BLVD 12 INSTALL 24" RCP PLUG (SEE 5HEET 7) / I�scnP nRcrilreeru SURVEI'IN ��y O L � CALF F U5A ALERT 13 INSTALL 24"X 24"X 24" JUNCTION STRUCTURE eivin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 005 STA. 62+50.00 TO 69+45.00 APPROVED BY l n DATE 14 INSTALL 5.D. MANHOLE PER CITY 5TD 319 (MANHOLE NO. 2) REV1510N5 CITY ENGINEER /�j( /� C�.G( 1/T���j� RCE 24953 CALL: TOLL FREE 15 INSTALL 24"X24" GRATED INLET PER DETAIL 5HEET 7 DE5IGN RECOMMENDED -2- 1-800-227-2600 1 G INSTALL TRAN51TION GO" RCP TO 72" RCP PER CITY 5TD. 334 (MOD. PIPE TO PIPE) B.K. DRAWN HEFT TWO WORKING DAY5 17 INSTALL LOCAL DEPRE5510N PER CITY 5TD. 307 CA5E E BEFORE YOU DIG J51) G of 7 8 INSTALL PKWY DRAINS PER A.P.W.A. 5TD. 151 (TYPE 2) W=G.O' CHECKED DRAWING NO. DE5CRIPTION OF REV15IONDATE CITY R.C.E. NO. 1977-D APPR. M WT DATE FILE NO. OF 4/22/04 9000387 OSr Cywrr .OaJ[E Ucc reh,farcemcnt 300 300 k-6.4 tures - Lsa2.4m3.Om �+--� r6Jin fes' WELDED 5TL OR CAST IRON GRATING Wp. ice of slops �-Top of woo 1 'r H-52 a "b"bars ftr10 �cn-tt�-coni=[xc"a,AR '-'"1-^ '"mac:[r't+ u .,� &4.lw I ,� , ,�� OPENING SIZE I/2 MAX. Varies _ a� � o?" N-t.Ern o I duly I. 1999 �r \`) 0 Top ct INLET OUTLET � - � INSTALL FOSSIL FILTER kiar" wcr,u•Fwo;u as H+ISU errs--� tG°'Ing Ir-4.0axc'r:.x rw;th,,lt4r[r�qr • _•' •• RC PIPE DETAILS H=3 t m s art o ntc mys; °uA ",•H[�a• �'+• �' "b"bar �.r. STANDARD RATE INLET IJc,. Ir-3.4 m it I I� J.i D! 35R. 2.s m Max H=3rD s. REINFORCED CONCRETE WINGWALLS 1 5' G' w'?d rn '•�m2. nri.0 m 3.4 m},► m m5.5 5.5 m Jos 41 (INSTALL ONLY IN AREAS H=2.$m I I. + • (nxnl 6 I; t2 M[ 157 173 N38 2030 216 233 .[44 4 i 4 X30_ 3250 4 3 EO opt ar,a tDa+Ing ACCESSIBLE TO VEHICLES) m o lire s,8=1210 N=2am c"tor s L tarot 3 90 45 510 56 6E T6 &5 4S IO! n20 2 } la"S \� IkLn m unmJ 660 765 865 96S E 11 12711313-NIS Le 162 1125 I$.IO 19 l0 0 2i� 223 HEADWALL PER H Is N L5 { snort `a tar""' Moro 3` 4:100 CALTRAN5 STD. D90 �(0 ��-� C; C, $ 6 Q - "c"Darz g Gti 305 -- At 48 A9 52 SAD 5 �i INSTALL TRASH Q GpN „ ,•bars are 975•16h3D0 75 nt2 2'o4S0 L "N,bars 60 Lice lC0 •!Sa!!5 l a 22 2�d50 315 3203 S h72 5202 [ 0 • ^^ Layout lino E=sw ( - fi tt I I �� ws os :04 6eso iso a 29e 2912 )ems 32a RACK PER CITY PROPOSED GO"RCP TYPICAL LAYOUT EXAMPLE m Is 1.3e is 1 Les 1.90 2. a J ]s4 .6! 4.31 STD 3 1 2 elyd r, m � 2 3 45 7 9 Ii 109 Ir I IP 253 2 30 Number obove "b"11 "C"bars IndlcaTell arstanco 0 5 500 350 250 175 i40 50 T 1 T 2 from rap of footing to poet and of barh.Bw eD0 Z2 z!5 f re3[wed.saP*protection ds+alis �- (OUTLET PROTECTION) PROPOSED cutoffs moy be varied t In Increments of 150 mm ore shown a:sewhere In the road ' RIP-RAP PAD (54" DIA ROCK NOT Q,00= 347.4 plans,or es dtrecfed by this Englreer. 0,111, - 0!3 coorLt $300 ma m TO SCALE. EXP05E 12" OF ROCK) V = 17.G9 FT/5EC NOTE Unit Stresses[Is• 165 mPq,fo• 9 MPo,n •b sDo °19 Tota 6 •19 hors for concrete Maximum Toe Ft-essure ■ 144 kPa 2-"s90 PIPs only Ground oro w �Py so uha x;el since 3 125% �0P�4,• Elevation,!ength and angle of flare of wings moy be 80..1 •i6Q300 mm - r OTa•�oator Use hook bolts• vaned by th* Engineer to suit condlt!ons encountered �n� Hook pail$ 485 met spacing 2% In the freid.Wails essigned for $00 .am Ilve load surcharge. ver e$9n"k• � size and iangfh sh�•�ss 12 I31.5 s'o;;Ifg sufChOrge not to exceed 1.5 m In oevotion -13 ms Exp It filer NeoprerA strip(typ) for metal pip* o v `-- O.G DIO +!50 mm provided by 4 /' \ ✓ `� -+ Plus 600 mm nve Toed surCharge.or un;lffkod 1:2 surcharge. PART PLAN A-A SECTION 8-8 Const It _ <501 2'i martufocturor fa \ �~ a" if It 1,5 slope exceeds I.S m.use type 2 retalr9nfl well - meld pipes only. ,yam,. /,f\, //// // �,/` f \/ f \/ \. •,rr Wall he'Dnt may be axC ceded by 150 mm before going fo •q Total " Relnf shown f ''�( ✓" �` '/� //`�,!`/r f�'/� `` ,✓\\,/` '"{�~ ``�` tris next renter "r'. 2•i!0 300 E Is in aoditlon I 1 for19RC Pees •R x300 mm Cutoff wail if ragirad- _ to I 8 1 e LS m Mcx for It LS f;Aslopes.urdimifad LS m Mcx for IaLS fQlslopts.unllmlteC and as directed by tie I re is,_-_-- -� Z 2 VANDAL PROOF Engineer.Mal las varied l \ \\ / i : ff `;// ��/ �/�% y for slopes fetter than 1[1.5 for slopes flatter than la L5 b the En sneer to suit AdatlOnd '3U •300 \ \ \ �\ \_ ti\ \/ \ SCREWS @ OPPOSITE conditlors In the Raid \ \ y \/ \ \ s� /\ ` /� / \ �� � . Fi/slope •a Nona Fill s;oP•_ SECTION C C y 4 •i3 bars F 9 Total 5 Q ` f ✓ �' / \\\ , O A \ / \� CORNERS "13 Aiono 305Av-1ilix- SECTION F--F TYPE C WALL Lt m \�.,• \ ,!.\.,`\! ,4,`\ USE HEAVY DUTY TRAFF(C •13 \ '`O \ s\\, r\ WELDED 5TL OR CAST IRON top of won top of wd 30S -f 300 mm Mex I L° Q 3W ma Gutter or Gutter Or shoulder ' snouldar A 2-`I9 D 840 •15 cO or 13 0300 rna KO mm A h9 0 ' \, /\ //`��� // / f'f ---- Min xj / Jf e\ O ✓�\ �\!f�ti/.�'w �- pars QQ - 1� SECTION D~D \\\ \, `\ \� \ �, \ \ �� '� OR APPROVED EQUAL GRATING FRAME verticai 'i3 • 900 rcm 05 _---___ r.. \ \. \ �\�*\ r \ \ � - O min Exp -t -- BO- t:eoprerb strip 1230• Mor D• varied Dy :• `` '`''`�'�/'`��/,�'` � /�``* // °�/�-PROPOSED 12" WIDE X 14' •130450 rnm "c"bars Short "b"bars Jf f War 150 � " J !' \J� /✓ �/ (FRAME � GRATE TO BE HOT-DIP GALVANIZED) fir Det 3-I. 4.5 ms vorticd Batter IDOa4 (�- ��-- tfypl � Er" "a ro autt \\ \ �r a \ tf. \ f� DEEP CUT-OFF WALLt##### centers 300 ms above ? �kff (sDD !xp It flJor x6�a� condittanh In 190the tltld i\4\ \ \ "c"Dar s outside ground. •164 6DO ~~ o See Std Plan 80-3. 1132450 mm Short •'c"Dars o Snort- 300 mmt7'� �/v5 300 .1C11bath YertlCd un!0 so next to L C !�C p ° batter ad seetl� 00 eu3� \ 35 Dia- •I3x900 mrn {. than mote y /,{L Uness otterwtse j Gorst it r .Rr230 d'bars 35 Olo _ 30��mm¢ a�"� 2-•190_ I E =00 *aetbit steel � ° ° SECTION w7 4 - Const JSECTION E-E t} 230 R a„ bar E � NT5 I/2" SQUARES TDI01 T Z00 201 •i9 STATE OF CALIFORNA y �;! 75 mm 0- - 306 .. 2- p oFPARTMENT Of TRANSPORTATION >\ \ ! n 700--C w'� •13'Told TJ � -S � --L30D 2-•'9x30° mm +" PIPE CULVERT HEADWALLS, , RISER LID GRATED FOR SPACED @ I/2 TS sw C1- 300 f`3 ENDWALLS AND WINGWALLS OVERFLOW PROTECTION C7, ILw TYPE A 2'''90300 F 850-"1 �` TYPE 8 TYPES A, B AND C � 6 24"X24" GRADED INLET TYPICAL SECTION TYPICAL SECTION LN ELEVATION Pardimensions footing oleo NO SCALE PROPOSED 30" CMP dimanalpna and reinforc,amattt H=L2 m THRU 3.7 m H=4.0 m THRU 6.1 m STRAIGHT WINGWALLS .see Pion 13-L � MILLIMF7ERS UNLESS UtiERWIALL DiMENSIONS ARE ISE SKI," G" HOLE CUT IN 3G" CMP 111 NT5 I CALTRANS DETAIL D90 12" NT5 / PROPOSED F.G. 7� \ � � G" HOLE EVERY 12" O.C. VERTICALLY 0�: CDx+rr PQ7IL T r 7'01 NE Cl 15' FIG �\,, PROPOSED F.G. INSTALL TWO ROWS ONE ON EACH PROPPipe joint Grind aN exposetl corners ��`- �� NEXT OO D HEADWALL - - Es }- Collar thlckess SIDE OF THE PIPE A o 200 mm Min' 22 mm a 5 mm rodlus �lN1 Es, \ \ �I Rola hGracket , I au,s ar[cr[.. �e'•` °.4f 7.5' � f\p�/f� \ / x j\✓/ L� 113 HOOD o • 150 ern x 6.4 nxn x CJS m wrsorra A f Ju I I 1999 t i \_ /X '�\�/rA\•j\�"`.i,. '� ,\;�`''\ •. - [ t woat,er with 22 mm tx:le ri* I Gm-rx*r rtx trot.r • . �r ' f ti! '�\,,/ �'\ /\� t'',/�/' `y E .reeyu.*xr'rl .: a+�� \f�, 2 (MAX) PROPOSED TRASH RACK. •I] •300 mm Brackets• ]m !rm E canter$ max '� i'.,. \•,� ,,, Ladder I I PROPOSED HEADWALL AND Bend up PIPs 0.4 m kin .� L I K mno x 6.4 mm / �^ '\'. ` r'` `>' ✓�`• Riser RCP onClnd ralnfwcertsnt o bent plate / PROPOSED I �' G RCP WING WALL PER CALTRAN5 5TD D90 •i3 C �0 RCP Only _ • 15 mA f Hale In PWa drain _ - _- _ � e Pipe drain bracket and ran for E� /f ' ! SECTION A-A ]mm S mm 13 mis .9 bait Pi,• joint w; /,�\� �o DETAIL A _l PROPOSED INLET CONTROL / NT5 RISER PER DETAIL A 2 Hoes Blotted 1 \ r o s 6 ma x ZS rrml / PLAN R'ser ccaor _110 ttMA � � d $ � for 13 rola!boNs �\ I a -as, c=- 7oD 900 mnt Namind• ti,,�,` \ To Collar Thickness Pr ecas t or • -2-141 15 mm f Laddor s* / .900 mm Namind! ZOO me Nin f°"t-ier*n-place T s -T for 13 mm or bulla Riser ✓ �✓ \d/\`/ \ PROPOSED FG. - PROPOSED FG. I• £4 ern x 9.5 mm A ,'\ � F�.' \�..� .\ ' RCP riser .200 Sols LADDER / �``y` ` i'' �✓ ' '.\ I1 r •13 Hoop . SPLICE PLATEf i\ //°\ Gi •13 C L 61 mm SeeSto No*x40.25 m • 150 mm3 -� Cut and bend PLAN 40 WALL THICKNESS - 'f /� •13 t 300 mm± up on pipe 25 mm f Hak! \ f J \f /\,S \ /�\ - relnf 20 mm min 19 mm f Steel runs in i111 \\ ` '\ mm j bar 900 ma M 5PECIFIED ON J 1 �< \ f , ✓ ✓/ ` / °/✓ / See Note 5 I RCP only \ Reinforcement p-� !\. °_E50�1 t� and ditersions See Nott 0 q 50 me x 4.8 mm x CSP riser / .� y/�/ /-� \✓ Q°t*r *° not shown sim8ar 0.05 m E woet:K -! CALTRANS DETAIL \• d °r f 0 th05! far � .� �"' J - - --- riser 10 - D90 (TYP) _ \ y ', �`. ✓`ff`�`�f� ;,✓, �'}/ ✓f :/�,`\,'� �'`\,,.,�, \ Ste kofe 5 40° era Nh /� N 3 mm 0 bolt a.3 each 9 RCP ser nu O n s D 7�+� )� ` a c L!_ / / ,'` '\/x /` ♦ \✓/ \: /,, \/�, w Se* Note 6) -- - i \ f / \. f C�/ ! / d D / \ \ !\ \` 0.75 m Min or p/2 3.5 ma Gdv CSP riser \\....,, / \� d *i` / / / • /\• `'\�i\ `y L \;r\ L 102 mm z 102 rte x whiduv*r Is `ee ��,t7/\ -C'! a \ �4 ✓ \ ✓i `�" ;�\ ;'' ;j ✓ h t ' greater netd Donal f 9.5 mQl x D.S m Any steps RC► drain F01 with grout- LADDER CONNECTION TO RISER Nofe s ad reaulrad when alta of RCP RCP drain `� -3 d �*O Z ✓`' • ' drain is 400 mm or ewe -•� /4 /•. g� 5 / \ Ts LADDER DETAILS �^ WITH 900 mm PRECAST RISERS Se* Nates 2.3 and 7 0.3 m NOTE: ALL REINFORCEMENT Q _ 62 �1 - /, _ 0• PROPOSED RISER CONNECTION ( e• Nat. w 3 pats G PER CALTRAN5 5TD D90. V 3 �\47_7777\ \ % PER CALTRANS 5TD D93A WITH 9O0 mm RCP RISER 900 mm Nominal i CSP some each 0.3 m Max W SECTION B✓7 thickness as riser L9.5 ern Nln alta rive+s, FOOTING DESIGN AS , \� Top 940 mm CSP riser-) TOP spot •sA or tockweb L 102 mm x 102 minx 9.5 mm x D.5 m \\, "*,,� y \.�o �,���,,,1� 0 300 mm max c c E Angle all eps r$Coir t4 wirer dlo of D!D• NT5 t L 76 mm x w mm x !.s xn drain Is 1500 min or more (See Note r� SPECIFIED ON CALTRANS PROP05ED 3G" RCP SECTION C/7 13 mm f x 250 man WITH 900 mm CSP RISER DETAIL D90 (TYP) O .J pats,total 4 NT5 See A • 9 mm ,,,.rte DETAIL A CORRUGATED STEEL PIPE OR Nominal Of- STRUCTURAL PLATE PIPE DRAIN = NOTES �B'-�B' Cut CSP to I.Goivon!zingt See Standard Spacificatlons or Speed Provisions,All hardware to be paronfied afior curve of RCP fabrication. See Note 5 \ See Nolle 5� drain 2. LdMer may bo constructed In one }tngth of Contractor's option on reinforced concxeie Dip* risers. eater a, 0-001 or R*Infwoeres"+ and 3.On steelp!Pe rl5er,cam.eat loader splice plate so Joint can compress W mm. u apnc• plat• to a corv;ectad with O es/bons rlrh double nota �� \ 48 RCP or gr ase IImIl l to trot st.c,m _ _9pD^� e. far Z ri those 5. Pay limit for steps mm risers to centrrrte of cross 11 no /�✓ 2"X4"XO.D. 18'"•"18' far RCP risor 6 there oris heads we requtre0.the Ise slops orae shall not Ge most than 03 m $step the It,& los of / / the dr t The distonc• of exceed angle aleph and between the uppermost angles oleo ant mF�* bolist torp of the ladder stwl not exceed 0.3 m. Power tlrtven faatenerA equivalent t• tM U mA I Delta Relnforca"ant ontl shOw%may be used far fixing the ang:• steps to the wall of the reinforced Concrete pipe drain. I �2"X4"XO.D. 7.Ir.staA iodides, so that the htgtest r" is not more than 0.3 m below the top of the riser. // dimenzfons not at,own RCP dre:n SPRING LINE J 2"X4" CUT \ 24" RCP slmt lar to mast � RCP tlrDln STATE OF CALiFORrht1 FOR TIGHT for RCP riser DEPARTMENT °F TRANSPORTATION 2"X4" CUT WITH 900 ern CSP RISER FOR TIGHT FIT WITH 900 mm CSP RISER ALTERNATIVE COLLAR DETAIL PIPE RISER CONNECTIONS FUTURE 48" RCP FIT �/' 2"X4"XO.D� REINFORCED CONCRETE PIPE DRAIN / 9 NO SCALE d BY OTHER5 i 2"X4"XO.D. / MILD ERS UNLESS OTHERWISE SHOWN D93A 48" 2"X4" CUT ALL �� / / SPRING LINE RCP I 2"X4" CUT / FOR TIGHT \\ I f 1 FOR TiGHT FIT FUTURE 24" RCP FIT BY OTHERS CALTRANS DETAIL D93A J c - - - �� " 24 NT5 SECTION 'B'-'B' P TEMPORARY TIMBER BULKHEAD FOR 48" RCP i - - PROP05ED_. VARIES VARIES 25' NT5 SECTION 'B'-'B' 15.0' 30'-40' MAINTENANCE TEMPORARY TIMBER BULKHEAD FOR 24" RCP ROADWAY NT5 I I 2.0' 2 5.0' 2 5.0' 2.0' le PROP05ED TOP OF LEVEE I THATCHER ENGINEERING ess, ohq CITY OF RANCHO CUCAMONGA (EITHER 51DE OF THE SPILLWAY) & ASSOCIATES, INC. 4Q MELv N w �y PROPOSED GROUTED 345 5TH 5TREET, SUITE B. cn TH r1ER 150LBf 15"DIA ROCK) PROPOSED GROUTED REDIAND5, CA. 92374 Z �__ _-\ I G" THICK ��Q 16'�TBtCK DIA ROCK) O (909) 748-7777 FAX (909) 748-7776 6 s o Exp. l2/ or STORM DRAIN IMPROVEMENT PLANS "9fLAWNG CIVIL CNGiNCCRJNG CIVIL �P s o 0 0 o PROPOSED (2. 1 9' HEADWALL) ' / O Q FS / r" 9TF cAL� c5�� DETAIL SHEET \ ( �\l LANDSGAPI`ARCi11TCCTURC SL RVtY1NG PROPOSED MEANDERING 5/W McI W. Thatcher, III R.C.E. 39964 EXP, Dec 1 , 2005 <, / ' , ✓, .,; \ A � .�/ /�` ! / 'r�i� /.'� %r': /�✓ f% / APPROVED BY DATE C /✓ \ REV1510N5 CITY ENGINEER ,.����/(,Gf QM�d RCE 24953 (G) PROPOSED G.0' UNDER 5/W DRAIN5 COMPACTED DESIGN RECOMMENDED ` I NATIVE �'\ COMPACTED BK � SECTION D/7 I \ . PROPOSED CURB* GUTTER I NATIVE NTS '2x PER SEP. ST. IMP PLANS DRAWN SHEET CO,BK Y : SECTION E/7 7 OF 7 NT5 CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE CITY MWT R.C.E.NO. 1977-D APPR. I DATE FILE NO. ��CiT Gr vt-Peri Alois _�� p,F 4/22/04 90003RG