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N.T.S.
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Underground Service Alert
Call: TOLL FREE
1-800
422-41 33
Iwo No-MM"c oA»
BEFORE YOU DIG
A14#\A RECORD DF<104#ING
I
GENERAL NOTES
VILLAGE OF HERITAGE
1. ME OONsrRr rlarr OF "AIL FUMMSMIL COMMM TO "M PEAM IM TO TM
MWIREMENiLb OF THE CITY STANDARD SPECIFICATIONS, PJBT-aC WAS DEPA , CITY OF
IFaTIANA.
STORMI DRAIN PLANS2. C1ClNS"TR1UL'I"ION PERMITSSNAIL PIE O�BIRTNED F"PUNTANA PCUMC W iS R" r PRIOR TO
START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONnaG TO THE a> Or srot MAIM E=TT MMM 'ISE Win.
4. ALL EXPOSED CCNCRETE SiIR'FAC S qmm OC7NFC w IN amm, Q7LIGIR AND FINISH sm ALL
FORADJOINING CURBS_ AND SIDE V=.
.5. PO OONCREI'E S11 AIL BLS PLACED UNTIL THE Pam AND lo-aMPURC' INE; 7Y*A� PiAcm,
! INSPECTED AND
ACT 13000�3.
6. ALL UNDERMX D SMIL EE CCVffT= FMOR TO PAVING OF .
7. EXISTING UNMOUND UTIITTIES ARE PER AVATIMME. ROMg. TSE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING IDCATION AND ELEVATION IN FIELD.
EAST
- a . THE WALLS AND I%(= OF AIL Mm=am Q;EATM TMR rm (S) IN SHALL W
EF'F'ECTIVELY GUARDED BY A SJMRING, SYSTEK, SIDPING OF TSE GMIND OR OME , EWIVALENT
mum., TRF1`tCHES LESS THAN FIVE (5) 1 IN DELI SELL ALSO BE GUARDED WHEN
IN THE EXA 4INATION INDICATES BAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. TIM aVT ACTM(S) SAAR, ALSO OBTAIN A PST TO PMOM ..IOR OR AS
DESCRIBED IN NOTE 8 ABOVE FROM CAWOSM.
10. AIL M'AN UTM SHAH, BE CONS'I'TI)CTIM 6" BEl1JW (P'ATZ AND MZOCUMr TO FiNISIi GRAmlE
CITY OF FONTANA BY THE PAVING CONTRACTOR AFTER PAVEMU IS IN PLACE.
11. INIMMIATELY F=OWING IZE!4 7VAL OF 5TIM PAVERM OR DM OR CC'1Td3 AM/OR WT"1M THE
C011MCIM SHALL DILIGENTLY PURSUE THAT PORTION OF WOW M CC HP'LETION.
COUNTY OF SAN BERNA'RDINO 12. ALL C.M.P. TiJSTALIATIONS AND 001OZ CTION5 S'HAIL BE PPM PER MANCTP'ACTUM'S StIC 'F ZED
MEI UD UNLESS DISE SPECIFIED ON THE PLANS.
13. IF DURM LxMz:RtIC'IT�I, D MM ER IS li"JOLM, 'D, A SY'S* M A CVM P!i THE CITY
CONSTRUCTION NOTES & OUANTITIES,� ENGINEER SHAM BE INSTALLED TD DEWA= SAID AREA AT THE DIRECTION OF THE SOILS
ENG.
ITEM DE S C R I P Q U A N T I T'Y
14o NO TRENCH EAcK1571z ALL TM PIA12 PRIOR APPROVAL DE TFIE CTWIFS IWPE=.
1
CONSTRUCT 118" KCl, D -LOAD AS NOTEDr. f" e naz .� 15. ALL EXPOSED METAL, SCJRFAC SHALL GALVAI�'IZED IN 1i11�1'17!E NC WPI T!' C:TI'yC S`TANRIARD
2 CONSTRUCT 21" RCP, D -LOAD AS NOTED . . . •f 95' L•F SPECIFICATIONS.
/.�,
3 CONS'TR'UCT 24" RCP, D -LOAD AS NOTED&1" LF x 16. AS PTILT PIANS SNAIL 1' PRC'1VIDED TD THE CITY By 'iIIE CCNMCTM.
8
CONSTRUCT 27" KCl, D -LOAD AS NOTED 9l F
17. 1RCP JOINTS TO ! PER SPEC. Sfl(."TION 65 SIMS O�THmnn ON
5 CONSTRUCT 30" RCP, D -LOAD AS NOTED L.. PLS. '
6 CONSTRUCT 33* RCP, 0 -MAD !1S NOTED . ' f62 4F
7 CONSTRUCT 3 6" KCl, D -LOAD AS NOTED'
18. C ONIRACTM SHALL, VERIFY MM 10C ATICN AND ELEVATION OF FxIST� STCRM rRATNS AT
PROPC)SID JOINTS EEFORE THE STAIN OF ANY CONSTRUCTION.
• CONSTRUCT 39" RCP, D -LOAD AS NOTED
9 CONSTRUCT 42" RCP, D -LOAD AS NOTE02,281 L.F.
19. APPROVAL OF THESE STORM DRAIN PLANS IS CONTINGENT ON THE
APPROVAL BY CITY OF FONTANA PUBLIC WORKS DEPARTMENT OF
1 CONSTRUCT S" KCl, D -LOAD AS NOTED32 L.F. INTERIM GRADING PLANS PREPARED BY ADAMS STREETER FOR SAN
1 CONSTRUCT 48" RCP, D -LOAD AS NOTED 296 L.F• SEVAINE CHANNEL. (CONSTRUCTION OF BERMS AND STORM DRAIN
SHALL BE SUBSEQUENT TO THEIR APPROVAL.)-
1 CONSTRUCT 54" RCP, D -LOAD AS NOTED 201 L•F
1 CONSTRUCT' 72 " RCI, D -LOAD AS NOTED . : 64 L•F tt Atl L.4AV-42%4r.' Am*e7x mon e'zoow !K 20. PRIOR TO START OF ANY CONSTRUCTION WITHIN SAN BERNARDINO
14 CONSTRUCT 57" RCP, 0 -LOAD AS NOTED 20 'W�,6Vr,4 '� ��'Q'��' COUNTY FLOOD CONTROL RIGHT-OF-WAY AND SOUTHERN PACIFIC
• A'fgrmr?� AWIAVAf57 a?1v 1rm6t-7761 RAILROAD RIGHT-OF-WAY, ALL PERMITS BY THESE AGENCIES
1'SCONSTRVCT S/ RCI, D -LDAP AS NOTED ✓, 'J4( L.F lygLL AW- AV &W1f:71X 4L CV,*nI17ON NECESSARY FOR CONSTRUCTION SHALL BE SUBMITTED TO THE CITY
16 CONSTRUCT 69" Rel=! D-LDAD ASS NOTED ' %/6 L.F. ''�T 'E �C1Ur�P.s' EI'f sERPr�7iP 1v OF FONTANA. COPIES OF THE ABOVE PERMITS SHALL BE AVAILABLE
17 CONSTRUCT MANHOLE NO. 1 PER DETAIL, SHEET 14 fl EA ',•nczE.�r.4E of /�y �iVT AT THE JOB SITE AT ALL TIMES OF CONSTRUCTION WITHIN
1 CONSTRUCT MANHOLE NO. 2 PER DETAIL, SHEET 14C�NS1JFl.C�J'0�! RIGHT-OF-WAY.
3 Eel.
1 CONSTRUCT MANHOLE NO. 3 PER DETAIL, SHEET 14 �-� -- -
1CF
Vl� P,46II,W AW,4LL 61VZ;V V ,WG.y?• OF A��hJ' fJRoM-#zr/,7W71N IANell L'� vs•4�.?rArroil/ eV .Wi0.? � 4A,*YIfV^I- 019Wiiv rXIE- #Wh7 01-0.4y
2 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER DETAIL, SHEET 14
2 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER DETAIL, SIIEET 14 > A
Q COrN3T C47Cy 54s/N �L =/2,0� LGI✓.!L 1;r1V1?E-f5AW 14FR AFTWIZ., .SHEET 14. 1 �
23 COW.ST. CArC# 0.45/N (Ls1OS' e LOCAL PFP)?555/0N �R �T,�i�, 5HEET 14 ! 440 PRIVATE ENGINEERS NOTICE TO CONTRACTOR
24.. CONST. CATCH BASIN (tim 4') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 2
2 CONST. CATCH BASIN L= S' i LOCAL DEPRESSION PER DETAIL SIIEFT• 14 ? ® 1. AVL IIIroERGRoI>"D rTttiTtEs OR STRUCTURES REPORTED BY THE Nu�rER OR O'r'N'EitS •
( ) , EA AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATi
2 CONST. CATCH BASIN (L= 6f)& LOCAL DEPRESSION PER DETAIL, SIIEET 14, E LOCATION AND EXTENT.
2. IT SHAH BE THE CONTRACTOR'S RESPORS121LITY TO OETERMINI Till MATURE Of
2 CONST. CATCH BASIN (L= 7')& LOCAL DEPRESSION PER DETAIL, SIIEET 14 < Ems, EXISTING GROUND ANO%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOStO
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
2 CONST. CATCH BASIN (L= 8r)& LOCAL DEPRESSION PER DETAIL, SHEET 14 J 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
L.r10' i LOCAL DEPRESSION PER DETAIL 2 � . THE VfIIITIES OR STRUCTURES FOUND AT Tilt SITE. IT SHALL BE THE CONTRACTOR`S
2 CONST. CATCH BASIN it
( ) , SHEET 14 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK. '
3 CONST. CATCH BASIN (L=13 ) i LOCAL DEPRESSION PER DETAIL, SHEF,T 14 2 fA. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY It JOINING, CROSSING
3 CONST. CATCH BASIN (L=14') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL MID VERTICAL
3 Lrls • i LOCAL DEPRESSION PER DE?'11I i,, Si1FF;T 1 4 2 EA. IOCAT'ONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
CONST. CATCH SA3IN
( ) ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
3 CONST. CATCH BASIN (Lrld')i LOCAL DEPRESSION PER DETAIL., SIIF.I;T 14 RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.,
34 CONS?. CATCH BASIN (L=191')& LOCAL DEPRESSION PER DETAIL, SIIFFT 14 A4
3' CONS'. CATCH BASIN (L=200) i LOCAL DEPRESSION PER DETAIL, • SIIEFT 14
B"CTZZ COMTRUCTION ZBMBIONs
3 CONST. CATCH BASIN (L=210)& LOCAL DEPRESSION PER DETAIL, SHEET 14 fA 3e MGM M- SSURE GAS MAINS ,FLOOD PLAIN
3, CONST. CATCH BASIN (L=22#)& LOCAL DEPRESSION PER DETAIL, SIIEFT 14 ! 44. 7SCUT)qERN CAUFCRNIA GAS COMPANY
38 CONST. CATCH BASIN (L=23') i LOCAL DEPRESSION .PER DETAIL, SHEET 64 TRANSMISSION DEPARTMENT ,Should storm drain construction occur in these areasP' rior to
39 CONST. CATCH BASIN (t^24#)& LOCAL DEPRESSION PER DETA11,, SIiFT?T 14 ,3 J",,abandonment of the San Sevaine Channel, the following
�B HOURS PR10P TO EXCAVATION CALL UNDE'?It- conditions apply: (see plans for the applicable areas)
40 CONST. CATCH BASIN (i�2e') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 • ;, .� �� GROUND SERVICE ALERT (USA) TO", FREE
i"he information on this drawing is nhtainPli from offiPrS And 41 RE'MO'VE EXISTING TEM"ARY INLET f!
1. Construction notes that ars followed bar stn * are
must he verified in the field by anynnin prior to lisp or 41 CONST. TEMPORARY INLET PER DETAIL, SHEET 141 2 � I-�0o-422-e133
� items intended to protect the 'improvements within the
tion. HALL & FOREM,QN. VC. is not respnnsihle for flood plain. These notes shall be implemented unless
COnStrI�C �3 REMOVE EXISTING PLV+G � EA. SOUT'M�''N CAill''OR1U1� ",�S COI�ANM!�fY �or until the San Sevaine Channel flows are d;.vented.
underground facility locations nr depictions. All ahmlp ground
i�cihties can be readily seen and verified by the parties that FLUS END OF PIPE 9ou� �/ TRANWISS �Lt�
wen(i lin Ilse Same. CW-17-R1r1NFORrEo 4LWC,fE'TE Cal -41? AE.?,o�T,#iL OAS 5yEETs' ,Z fA E GENCY'FOE 714-529-2 Olt 'ft4-t2l-�D?t� 2 • Catch basins within the flood plain areas shall not be
constructed until the channel flows are,diverted.
CAWr• INTER/M MSI 9049E AW 49Y" �R DETA/G 4OW ,SyEET 1' , . . . . . /2 EA 30 GM.'4-00�'�' Catch basin laterals shall bs plugged at upstream ends
46W5r. Cllr-Oc'F ll -r#/Ce x t =i" DEEP ' PER - DA'Ti!/L OW ,S'HEET 4!1 L. 'ASR S -'�-S ' •X41 until catch basin construction occurs.
CON21, If `)W CONK. 01,4A ,51- 14, M72EC770N Wlft' 7=i5F /Y&L /FA' tV .SET /9 , 1/7 CY. y 3. Manholes shall be sealed with steel plates below grade
1(C01M.1�,� ,�,t,)R��,f - per detail In SNT7. Completion of the manholes to grade
CONSTMJCTION S 1A�� ES s /lE� lt2tr ,4.yr� .?fJZ'ACE EX/sT/rte Ci iY �lfli�'Ti�t1ENT PE�9` :$,Af ' 0r- OS .STD. , S . P 114 l'70 L.F ,� �` .
w ry shall be performed after diversion of the flood plain.
elOW77A' 7 ,Vi WMAr /W. l PE, R DETAI t, .111,eET NO, 4 /V/r//Oe/r A"W#OIE SRXIrr • i 1 Eel c o
T DESCRIPTIO!l QUANTITY: - AS=*BUILT
- CONfr' filt7 64;re//B.4S/IV (,e 87 r t04& AEPAr.rX16W /ER Ot;r.4/LS7 S�'YEET1,7 /4 , L ex � 1 .. �,-, 4 . Pipes connecting catch basins in aeries shall be
$ Nt m plugged at both ends until catch basin construction
® iPEiG14VE Est/ ✓. 'S`i AiYoCO/V.3'7�'l�CT ✓S./ . / Efi(
6/4/
occurs.
E5 /-151 �8��P.C . JVitiL'`T/ON 3?�LL''TU�PE J1t� T7y0 s AFT /,G 8 EE 0O -
L F 4 1' #7 Ill" H PE)P DETA N T /4 . . E� J!".0-1,CaV1LAk
V41AOX/L�•9�6E0 �{d "�P!,P/PN D FiR�iLI F'/.5T LQ0TI6G' CON',ST. P�PESS. �1ANHOLE FiPA� COAFR /CF7 ZETA/L .BEET
iN-sTxtz #a X y ,,�,r6rEosr2z cAs�A0�f. . 9ot.�- - 0 FOFCAUNk CITY OF FONTANA,CALIFORNIA
c ,� ,y�c,Q�- 2 CONST C.4 AOIN - o D 55/O l iQ LUTA/L3 .9fHEET.S 7 /4 .
,O� & GM/ .r ,/
--. �� ® AO S ,�ECOr�P.O Or4'AN'//1/G DATA_ 4 -9Z PUBLIC WORKS DEPARTMENT
,4. C. P.4�2/.�Eif/ ____ HOD •S. F. ,
BENCH MARK FWE I ADDEo RECORD AIRAWING INFORMAr/ON �a DRAWNSY STORIA DRAIN PLANS SCALE
, APF -,P irEM S� 1•IS�4, M 4
NST Lo USCGS STATION PACEL 1963.90+ELY A 9
AP5Y/5eP QTY. OF /TEM ¢ it -14-89 • w TRACT 1300073. MoRtz. = 1 = 40
X511V1rj � W L.F. OF RAILRIAD TRACKS AND 28'SLY OF CL M ��O 8170 REDMILL AYE. COM MESA CAL NA � DESIGNED 8 � 4
, X ,�IFV 0Y . of srE Z� zs •��.� E_C ,1•(. �,4, �, N TITLE,SHEET VERT: 11"s ,�
� '� BASELINE. 1.1 MI. ELY OF EAST AVENUE. CIVIL lN101NEElIMQ LAND SLA
.9Dc�o /TEs . 55 IrtIr1MM �►� suwEo
SAME AS CITY B.M.#364 �� f CHEUM BY EAST HERITAGE VILLAGE DATE:
PILOTEA: SAN GAARIEL !ALLEY MUN1C1PAL WATER OISTRIC, ELEVATION 1301.54' �PEYQTYOF/rew✓f,310 2� 2G 2�;I =r -r. .-�..i+•tJ (,-!j- PREMMM UN0ER THE SUPER' 11011V OF: J CN •• �' 3 IE _ el
569 _. SIERRA -EY
�4TE IOex.-
us A �a. 1702 �toDEO "�ErO�O l AIRY/NG DATA" �t Z� ` ' •9 R o QTYoF/TEM5.4d,9 2'1'A E0�3� s5 89 Fn- �.�✓ r..Iy •\, 1 , J08 No. l .f` - DR. N0. SHT. NO.
%618) �s 9-1718 � T [D E GR S. CITY -o NEET REVISIONS PR VDATE APPROVAL DATEHN C. NOGANR.C.E.. C . E26229 38IO- 2O
1��4 OF ATE CIVIL ENGINEER RC.E. 40964
4
�
R/. N. 3�/O- 20
eauw f WATER 91 ST'R I C?'
9061 San Bernardino koad
Cu c arwon qa y C&. ! 1 730
c 72 4) 9e7-25901
SOM 11E1lN1in11lb21r1r/ VO&Lrf
MtAN I C : Fw^L WATER DISTRICT
:230 South 'E• Street
San Dornarel i no
!!Ri!'Mt a
::'!`r' 1lI� • te'tRi'TANM►
5333 Sierra Avewue
Fontana, Ca. 92335
< 71 4) 3,50-74640
*` :
ldtTfMERN l I F01lN I r► Eb I Jdv �P
P . O . aox 796
300 N. Pepper Street
Rialto, Ca. !2376
Mr. Dawe .Sones
l3A S :
SOLrr H E RN CAL 11c O RN I A OAS = 0MParrr
146231 Valley Blvd.
Fontana, Ca. 92335
Mr. Lou West 4 a 1 1 {
SOUTHERN CALIFORNIA 3A8 1COMPP#4Y
T ROW SM I S S I ON DIVISION
2191 E. aali'rch Street
Bre a., ::&. 72621 1
'TELEPHONE:
IMC; F? C '. ZLEPH0P*E
9000 Hel ln.an okwonue
Rancho Cucamonga, Ca. 91370
M"
Underground Service Alert
Call: TOLL FREE
1-800
422-41 33
Iwo No-MM"c oA»
BEFORE YOU DIG
A14#\A RECORD DF<104#ING
I
GENERAL NOTES
VILLAGE OF HERITAGE
1. ME OONsrRr rlarr OF "AIL FUMMSMIL COMMM TO "M PEAM IM TO TM
MWIREMENiLb OF THE CITY STANDARD SPECIFICATIONS, PJBT-aC WAS DEPA , CITY OF
IFaTIANA.
STORMI DRAIN PLANS2. C1ClNS"TR1UL'I"ION PERMITSSNAIL PIE O�BIRTNED F"PUNTANA PCUMC W iS R" r PRIOR TO
START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONnaG TO THE a> Or srot MAIM E=TT MMM 'ISE Win.
4. ALL EXPOSED CCNCRETE SiIR'FAC S qmm OC7NFC w IN amm, Q7LIGIR AND FINISH sm ALL
FORADJOINING CURBS_ AND SIDE V=.
.5. PO OONCREI'E S11 AIL BLS PLACED UNTIL THE Pam AND lo-aMPURC' INE; 7Y*A� PiAcm,
! INSPECTED AND
ACT 13000�3.
6. ALL UNDERMX D SMIL EE CCVffT= FMOR TO PAVING OF .
7. EXISTING UNMOUND UTIITTIES ARE PER AVATIMME. ROMg. TSE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING IDCATION AND ELEVATION IN FIELD.
EAST
- a . THE WALLS AND I%(= OF AIL Mm=am Q;EATM TMR rm (S) IN SHALL W
EF'F'ECTIVELY GUARDED BY A SJMRING, SYSTEK, SIDPING OF TSE GMIND OR OME , EWIVALENT
mum., TRF1`tCHES LESS THAN FIVE (5) 1 IN DELI SELL ALSO BE GUARDED WHEN
IN THE EXA 4INATION INDICATES BAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. TIM aVT ACTM(S) SAAR, ALSO OBTAIN A PST TO PMOM ..IOR OR AS
DESCRIBED IN NOTE 8 ABOVE FROM CAWOSM.
10. AIL M'AN UTM SHAH, BE CONS'I'TI)CTIM 6" BEl1JW (P'ATZ AND MZOCUMr TO FiNISIi GRAmlE
CITY OF FONTANA BY THE PAVING CONTRACTOR AFTER PAVEMU IS IN PLACE.
11. INIMMIATELY F=OWING IZE!4 7VAL OF 5TIM PAVERM OR DM OR CC'1Td3 AM/OR WT"1M THE
C011MCIM SHALL DILIGENTLY PURSUE THAT PORTION OF WOW M CC HP'LETION.
COUNTY OF SAN BERNA'RDINO 12. ALL C.M.P. TiJSTALIATIONS AND 001OZ CTION5 S'HAIL BE PPM PER MANCTP'ACTUM'S StIC 'F ZED
MEI UD UNLESS DISE SPECIFIED ON THE PLANS.
13. IF DURM LxMz:RtIC'IT�I, D MM ER IS li"JOLM, 'D, A SY'S* M A CVM P!i THE CITY
CONSTRUCTION NOTES & OUANTITIES,� ENGINEER SHAM BE INSTALLED TD DEWA= SAID AREA AT THE DIRECTION OF THE SOILS
ENG.
ITEM DE S C R I P Q U A N T I T'Y
14o NO TRENCH EAcK1571z ALL TM PIA12 PRIOR APPROVAL DE TFIE CTWIFS IWPE=.
1
CONSTRUCT 118" KCl, D -LOAD AS NOTEDr. f" e naz .� 15. ALL EXPOSED METAL, SCJRFAC SHALL GALVAI�'IZED IN 1i11�1'17!E NC WPI T!' C:TI'yC S`TANRIARD
2 CONSTRUCT 21" RCP, D -LOAD AS NOTED . . . •f 95' L•F SPECIFICATIONS.
/.�,
3 CONS'TR'UCT 24" RCP, D -LOAD AS NOTED&1" LF x 16. AS PTILT PIANS SNAIL 1' PRC'1VIDED TD THE CITY By 'iIIE CCNMCTM.
8
CONSTRUCT 27" KCl, D -LOAD AS NOTED 9l F
17. 1RCP JOINTS TO ! PER SPEC. Sfl(."TION 65 SIMS O�THmnn ON
5 CONSTRUCT 30" RCP, D -LOAD AS NOTED L.. PLS. '
6 CONSTRUCT 33* RCP, 0 -MAD !1S NOTED . ' f62 4F
7 CONSTRUCT 3 6" KCl, D -LOAD AS NOTED'
18. C ONIRACTM SHALL, VERIFY MM 10C ATICN AND ELEVATION OF FxIST� STCRM rRATNS AT
PROPC)SID JOINTS EEFORE THE STAIN OF ANY CONSTRUCTION.
• CONSTRUCT 39" RCP, D -LOAD AS NOTED
9 CONSTRUCT 42" RCP, D -LOAD AS NOTE02,281 L.F.
19. APPROVAL OF THESE STORM DRAIN PLANS IS CONTINGENT ON THE
APPROVAL BY CITY OF FONTANA PUBLIC WORKS DEPARTMENT OF
1 CONSTRUCT S" KCl, D -LOAD AS NOTED32 L.F. INTERIM GRADING PLANS PREPARED BY ADAMS STREETER FOR SAN
1 CONSTRUCT 48" RCP, D -LOAD AS NOTED 296 L.F• SEVAINE CHANNEL. (CONSTRUCTION OF BERMS AND STORM DRAIN
SHALL BE SUBSEQUENT TO THEIR APPROVAL.)-
1 CONSTRUCT 54" RCP, D -LOAD AS NOTED 201 L•F
1 CONSTRUCT' 72 " RCI, D -LOAD AS NOTED . : 64 L•F tt Atl L.4AV-42%4r.' Am*e7x mon e'zoow !K 20. PRIOR TO START OF ANY CONSTRUCTION WITHIN SAN BERNARDINO
14 CONSTRUCT 57" RCP, 0 -LOAD AS NOTED 20 'W�,6Vr,4 '� ��'Q'��' COUNTY FLOOD CONTROL RIGHT-OF-WAY AND SOUTHERN PACIFIC
• A'fgrmr?� AWIAVAf57 a?1v 1rm6t-7761 RAILROAD RIGHT-OF-WAY, ALL PERMITS BY THESE AGENCIES
1'SCONSTRVCT S/ RCI, D -LDAP AS NOTED ✓, 'J4( L.F lygLL AW- AV &W1f:71X 4L CV,*nI17ON NECESSARY FOR CONSTRUCTION SHALL BE SUBMITTED TO THE CITY
16 CONSTRUCT 69" Rel=! D-LDAD ASS NOTED ' %/6 L.F. ''�T 'E �C1Ur�P.s' EI'f sERPr�7iP 1v OF FONTANA. COPIES OF THE ABOVE PERMITS SHALL BE AVAILABLE
17 CONSTRUCT MANHOLE NO. 1 PER DETAIL, SHEET 14 fl EA ',•nczE.�r.4E of /�y �iVT AT THE JOB SITE AT ALL TIMES OF CONSTRUCTION WITHIN
1 CONSTRUCT MANHOLE NO. 2 PER DETAIL, SHEET 14C�NS1JFl.C�J'0�! RIGHT-OF-WAY.
3 Eel.
1 CONSTRUCT MANHOLE NO. 3 PER DETAIL, SHEET 14 �-� -- -
1CF
Vl� P,46II,W AW,4LL 61VZ;V V ,WG.y?• OF A��hJ' fJRoM-#zr/,7W71N IANell L'� vs•4�.?rArroil/ eV .Wi0.? � 4A,*YIfV^I- 019Wiiv rXIE- #Wh7 01-0.4y
2 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER DETAIL, SHEET 14
2 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER DETAIL, SIIEET 14 > A
Q COrN3T C47Cy 54s/N �L =/2,0� LGI✓.!L 1;r1V1?E-f5AW 14FR AFTWIZ., .SHEET 14. 1 �
23 COW.ST. CArC# 0.45/N (Ls1OS' e LOCAL PFP)?555/0N �R �T,�i�, 5HEET 14 ! 440 PRIVATE ENGINEERS NOTICE TO CONTRACTOR
24.. CONST. CATCH BASIN (tim 4') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 2
2 CONST. CATCH BASIN L= S' i LOCAL DEPRESSION PER DETAIL SIIEFT• 14 ? ® 1. AVL IIIroERGRoI>"D rTttiTtEs OR STRUCTURES REPORTED BY THE Nu�rER OR O'r'N'EitS •
( ) , EA AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATi
2 CONST. CATCH BASIN (L= 6f)& LOCAL DEPRESSION PER DETAIL, SIIEET 14, E LOCATION AND EXTENT.
2. IT SHAH BE THE CONTRACTOR'S RESPORS121LITY TO OETERMINI Till MATURE Of
2 CONST. CATCH BASIN (L= 7')& LOCAL DEPRESSION PER DETAIL, SIIEET 14 < Ems, EXISTING GROUND ANO%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOStO
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
2 CONST. CATCH BASIN (L= 8r)& LOCAL DEPRESSION PER DETAIL, SHEET 14 J 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
L.r10' i LOCAL DEPRESSION PER DETAIL 2 � . THE VfIIITIES OR STRUCTURES FOUND AT Tilt SITE. IT SHALL BE THE CONTRACTOR`S
2 CONST. CATCH BASIN it
( ) , SHEET 14 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK. '
3 CONST. CATCH BASIN (L=13 ) i LOCAL DEPRESSION PER DETAIL, SHEF,T 14 2 fA. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY It JOINING, CROSSING
3 CONST. CATCH BASIN (L=14') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL MID VERTICAL
3 Lrls • i LOCAL DEPRESSION PER DE?'11I i,, Si1FF;T 1 4 2 EA. IOCAT'ONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
CONST. CATCH SA3IN
( ) ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
3 CONST. CATCH BASIN (Lrld')i LOCAL DEPRESSION PER DETAIL., SIIF.I;T 14 RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.,
34 CONS?. CATCH BASIN (L=191')& LOCAL DEPRESSION PER DETAIL, SIIFFT 14 A4
3' CONS'. CATCH BASIN (L=200) i LOCAL DEPRESSION PER DETAIL, • SIIEFT 14
B"CTZZ COMTRUCTION ZBMBIONs
3 CONST. CATCH BASIN (L=210)& LOCAL DEPRESSION PER DETAIL, SHEET 14 fA 3e MGM M- SSURE GAS MAINS ,FLOOD PLAIN
3, CONST. CATCH BASIN (L=22#)& LOCAL DEPRESSION PER DETAIL, SIIEFT 14 ! 44. 7SCUT)qERN CAUFCRNIA GAS COMPANY
38 CONST. CATCH BASIN (L=23') i LOCAL DEPRESSION .PER DETAIL, SHEET 64 TRANSMISSION DEPARTMENT ,Should storm drain construction occur in these areasP' rior to
39 CONST. CATCH BASIN (t^24#)& LOCAL DEPRESSION PER DETA11,, SIiFT?T 14 ,3 J",,abandonment of the San Sevaine Channel, the following
�B HOURS PR10P TO EXCAVATION CALL UNDE'?It- conditions apply: (see plans for the applicable areas)
40 CONST. CATCH BASIN (i�2e') i LOCAL DEPRESSION PER DETAIL, SIIEET 14 • ;, .� �� GROUND SERVICE ALERT (USA) TO", FREE
i"he information on this drawing is nhtainPli from offiPrS And 41 RE'MO'VE EXISTING TEM"ARY INLET f!
1. Construction notes that ars followed bar stn * are
must he verified in the field by anynnin prior to lisp or 41 CONST. TEMPORARY INLET PER DETAIL, SHEET 141 2 � I-�0o-422-e133
� items intended to protect the 'improvements within the
tion. HALL & FOREM,QN. VC. is not respnnsihle for flood plain. These notes shall be implemented unless
COnStrI�C �3 REMOVE EXISTING PLV+G � EA. SOUT'M�''N CAill''OR1U1� ",�S COI�ANM!�fY �or until the San Sevaine Channel flows are d;.vented.
underground facility locations nr depictions. All ahmlp ground
i�cihties can be readily seen and verified by the parties that FLUS END OF PIPE 9ou� �/ TRANWISS �Lt�
wen(i lin Ilse Same. CW-17-R1r1NFORrEo 4LWC,fE'TE Cal -41? AE.?,o�T,#iL OAS 5yEETs' ,Z fA E GENCY'FOE 714-529-2 Olt 'ft4-t2l-�D?t� 2 • Catch basins within the flood plain areas shall not be
constructed until the channel flows are,diverted.
CAWr• INTER/M MSI 9049E AW 49Y" �R DETA/G 4OW ,SyEET 1' , . . . . . /2 EA 30 GM.'4-00�'�' Catch basin laterals shall bs plugged at upstream ends
46W5r. Cllr-Oc'F ll -r#/Ce x t =i" DEEP ' PER - DA'Ti!/L OW ,S'HEET 4!1 L. 'ASR S -'�-S ' •X41 until catch basin construction occurs.
CON21, If `)W CONK. 01,4A ,51- 14, M72EC770N Wlft' 7=i5F /Y&L /FA' tV .SET /9 , 1/7 CY. y 3. Manholes shall be sealed with steel plates below grade
1(C01M.1�,� ,�,t,)R��,f - per detail In SNT7. Completion of the manholes to grade
CONSTMJCTION S 1A�� ES s /lE� lt2tr ,4.yr� .?fJZ'ACE EX/sT/rte Ci iY �lfli�'Ti�t1ENT PE�9` :$,Af ' 0r- OS .STD. , S . P 114 l'70 L.F ,� �` .
w ry shall be performed after diversion of the flood plain.
elOW77A' 7 ,Vi WMAr /W. l PE, R DETAI t, .111,eET NO, 4 /V/r//Oe/r A"W#OIE SRXIrr • i 1 Eel c o
T DESCRIPTIO!l QUANTITY: - AS=*BUILT
- CONfr' filt7 64;re//B.4S/IV (,e 87 r t04& AEPAr.rX16W /ER Ot;r.4/LS7 S�'YEET1,7 /4 , L ex � 1 .. �,-, 4 . Pipes connecting catch basins in aeries shall be
$ Nt m plugged at both ends until catch basin construction
® iPEiG14VE Est/ ✓. 'S`i AiYoCO/V.3'7�'l�CT ✓S./ . / Efi(
6/4/
occurs.
E5 /-151 �8��P.C . JVitiL'`T/ON 3?�LL''TU�PE J1t� T7y0 s AFT /,G 8 EE 0O -
L F 4 1' #7 Ill" H PE)P DETA N T /4 . . E� J!".0-1,CaV1LAk
V41AOX/L�•9�6E0 �{d "�P!,P/PN D FiR�iLI F'/.5T LQ0TI6G' CON',ST. P�PESS. �1ANHOLE FiPA� COAFR /CF7 ZETA/L .BEET
iN-sTxtz #a X y ,,�,r6rEosr2z cAs�A0�f. . 9ot.�- - 0 FOFCAUNk CITY OF FONTANA,CALIFORNIA
c ,� ,y�c,Q�- 2 CONST C.4 AOIN - o D 55/O l iQ LUTA/L3 .9fHEET.S 7 /4 .
,O� & GM/ .r ,/
--. �� ® AO S ,�ECOr�P.O Or4'AN'//1/G DATA_ 4 -9Z PUBLIC WORKS DEPARTMENT
,4. C. P.4�2/.�Eif/ ____ HOD •S. F. ,
BENCH MARK FWE I ADDEo RECORD AIRAWING INFORMAr/ON �a DRAWNSY STORIA DRAIN PLANS SCALE
, APF -,P irEM S� 1•IS�4, M 4
NST Lo USCGS STATION PACEL 1963.90+ELY A 9
AP5Y/5eP QTY. OF /TEM ¢ it -14-89 • w TRACT 1300073. MoRtz. = 1 = 40
X511V1rj � W L.F. OF RAILRIAD TRACKS AND 28'SLY OF CL M ��O 8170 REDMILL AYE. COM MESA CAL NA � DESIGNED 8 � 4
, X ,�IFV 0Y . of srE Z� zs •��.� E_C ,1•(. �,4, �, N TITLE,SHEET VERT: 11"s ,�
� '� BASELINE. 1.1 MI. ELY OF EAST AVENUE. CIVIL lN101NEElIMQ LAND SLA
.9Dc�o /TEs . 55 IrtIr1MM �►� suwEo
SAME AS CITY B.M.#364 �� f CHEUM BY EAST HERITAGE VILLAGE DATE:
PILOTEA: SAN GAARIEL !ALLEY MUN1C1PAL WATER OISTRIC, ELEVATION 1301.54' �PEYQTYOF/rew✓f,310 2� 2G 2�;I =r -r. .-�..i+•tJ (,-!j- PREMMM UN0ER THE SUPER' 11011V OF: J CN •• �' 3 IE _ el
569 _. SIERRA -EY
�4TE IOex.-
us A �a. 1702 �toDEO "�ErO�O l AIRY/NG DATA" �t Z� ` ' •9 R o QTYoF/TEM5.4d,9 2'1'A E0�3� s5 89 Fn- �.�✓ r..Iy •\, 1 , J08 No. l .f` - DR. N0. SHT. NO.
%618) �s 9-1718 � T [D E GR S. CITY -o NEET REVISIONS PR VDATE APPROVAL DATEHN C. NOGANR.C.E.. C . E26229 38IO- 2O
1��4 OF ATE CIVIL ENGINEER RC.E. 40964
4
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R/. N. 3�/O- 20