HomeMy WebLinkAbout6330-6GENERAL STORM DRAIN NOTES
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le REP i PUMUELf MAINTAII RE.I.E.Ul FIAT �ILL El DISLIATED AS A RESULT AT III NANITTICION SHALL RE lEILAREI TIE lF-
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- - - BANANA AVE ±�LE' - - - - - - - - - - - I A A AIDE IN THE I.NT111T.1 SHALL N.0 11UNE ANY ECIASATED RITS1111 BUD, ALL 11 DEFIR I. RE DERECIFTED EENTEF IUNul
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IF THE ` 'ITT 11 WAY D `I NO FINGUTHIIIN ITTLIVIT PR OR 11-N APPROVAL
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o UPON ISPECTON OF HE I
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ELE11INNI ED LFIATANI IN REA N AN THE DANI AT 2 Ly F, ED A OF
OF CMFUCTNG PIPEEXISTING PORTION D PIPE THE NIFICIDI INISIORENLI, THE I.NTRACHEI SHALL 11 �IGRIFSUNHIE UET��T�EEEIRIA�ANYLLITAHFEFIEFTAEILATEEINIEFL.IIE,*AT HE
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59— ST. GEL GEE CA IS 10+41.82 1 PIPE immilli z PpC.EIELE STILL RE PULED UN THE FERMI AND 1EIND.11INIF STEEL HAVE SEEN PLACED,INSPECTED AND
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SEE ED BE HEREON
11 ALL I.LEIGIGI.S UTLUEl SHALL RE INITILLEI, FEILEL INS A111-1 CARE IS 1AIND IF STREETS
I 2f SION DRAIN APP-El SOL SLENHANT IS 1OCURED UNIER ALL NE. IIIHILT PAVEMENT NINE IS PLACEMENT
PER DWG.
— EE, AlR=`L`Al.L' A`ZITLEE`o'.' or
EGIING. Il AND VALVE ICIII SHALL BE RASED TO IINIIIIG U1111 Br III DOING
I SEPARATE PLAIN III URVE D GO I'NOIC AS
EE* — ;RVA 1 11
2� 'RUDLYDAN 'IELISHALLTEC' EYIER, UEEEI THE IINHIIITII HC THE EN-RE1 IT HEVAII .11 SHALL PIECARE
RE CITY OF FONTANA BERE. 11+22.03 CL CB
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END PIPE
-El EIL 1 J.38 STORM DRAIN CONSTRUCTION NOTES
V II COURSE DATA
10+2 \1
JOIN I PIPE HE 12 21.=A 111- 11' 1 (D-A) PER PRO-)
SEE LED DETAILP HERE. I L] I BEARING IDISTANCEI
I I �:EDI CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA SM. M04
El (- I V-DEPTH PER PLAN)
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA SM. PLAN 1111, CASE 1, A=-11*
3D 22 B' PER PLAN PER PLAN
ES NNN12N CONSTRUCT CONCRETE COLLAR FOR I PER FONTANA SEED. PLAN 3022
EV I ADJUST MAN- RIM TO GRADE A-ft FINAL CONSTRUCTM/ PAVING IS CON -
INVENT FLOW GIRECTOW BLOW DIRECTON REMOVE DOSING 18' I (LIMITS OF REMOVAL AS INDICATED ON PLANT
PROP. CAG STORMWATER CONNECTOR PIPE SCREEN REMOVE 11-NI CATCH I AND APPURTENANCES
BEENG
FEW MAINTENANCE -VICES OR DEPRESSION L DEPRESSION *2 CONSTRUCT LAG- DEPRESSIOAT CATCH BASIN PER CITY OF FONTANA
INFORMATION P-1 CONTACT —M SET SGRB, A SEE 1
H�F`l ICUTAL AUT BANANA A T40N I DURI I �A!!28! SM. PLAIN 3003 (MODIFIED CASE A). I H=2'. SEE DETAIL I
�l IN TU"`lTl'.LlLUFAEZ�UFll 8 OCILBAN SET
I ..... PROF SM. — CASE A. H-2' STD. — CASE A, 11-0 PROVIDE MNOiJMC PIPE CONNECTON M CATCH BASIN PER UIEB SM. 3005
"I'D, TA 'M
.D-U-I OR EMAIL NOT NOT M SCALE A,�
Ill—OCILEANENEVRONMEENTALAOSAI OPENING WHIN ENTRANCE PROJECTION (ONLY) PER SRI SM. 314-3. -2. CASE 1.
WDID#, 83SC400056
CITY OF FONTANA. CALEXINORNIA
RF'.'�rTA'� I OFF D 'P PC)lEI SHOULD CONSTRUCTION OF THE 14U I Tr
POLE #32C916F AT THE N 31-RATS I D
— REQUIREDIMPROVEMENTS NOT
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CORNER OF BANANA AVENUE ANS _TC COMMENCE WITHIN TWO YI STREE7 0WROVERENT PLAN
ANA A"N"' DIU T - 0, - .-I F APP— HZI ZOLLARS FOR-1 EY' ALE
ELEVATION 959,41 SHOWN H-E- AN. CARFRIE. 399000NCOURS SUITE330 ONTARIO C41FORNIA 91764 DURIA AVENUE AND BANANA AVENUE
STORM DRAW IMPROVEMENT PLAN A H.
FDIAL FACRIBB-1 IN A DILIGENT MANNER. Ph (909)941-7799 -J,0-11- IE STIFF N
F BEARING: I BEFORE
BASIS
5F BQEA-11 BEARING SHEYON HEREON �UDJG il-R, — T.E C- ENCIN I VAR REQUIRE BEIROPECE) lY DATE,
ARE BASED ON THE CENTE OF U REVISIONS TO THE PLANS TO -NI WERAG FE/.O PARCEL MAP 20686 JUNE 202,
AUTO ANA Z1, _ _ — I THE. 11 CONFORMANCE
FRI I _,_ TNI
I ELC�E BASS CIECHHEID EY. El DVVG, NO,
89D I ON A EUENBEE� _ECE EN _U. ADEENT WITH STANDARDS IN EFFECT. OF/' —023
RECORD OF SURVEY, R., B, 79/36, NO, REVSON DIESCRICION I I CO, CIA III IN / CUFEI�GH�FEE FFICTE, 62- DATE