HomeMy WebLinkAbout1151-D BENCH MARK
C I TY OF RANCHO CUCAA BENCH BENCH NO.
82. CHISELED -F1- IN SOUTH CURB RETURN.
SOUTHEAST CORNER OF HAVEN AVENUE AND
WILSON AVENUE.
I
EL.EVATION 1017o926
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w h e done w f
1. All work shall b in accordance with these plans, the City o
Rancho Cucamonga Standards and the Standard Specifications for Public ��O1��JT1QL-1GTI01.1 h1C�T�S G�C.1Ah1TI-T�/ 1F�TI�/1AT� __
Works Construction - current edition. Contractor shall be familiar -�
JAYBIRD ROAD SAN BERNARDINO IJ/1TIOMAL FOREST
with and shall be responsible for adherance to these Standards and ( 1 1`-GQ�� Jv�JGTi�IJ 3T12UGTtJ12� 'A" t' ►2 GITY �5f[�. X08 4 VA.
Specifications. �J
2. All pipelines or substructures of an kind telephone or ower poles, -G� MANHO�1<"!3' X12 G1TY 5T77 511 _ $5
P P Y P P
water meters, valves, fire hydrants, etc. shown or not shown on these ( �} r�.c�TGH BASI►.1 # P>t<!� GrTy S"f�. 511 _ 401, � .
plans within the right-of-way limits or in adjacent areas where u HIDDER�M
improvement work is to be done shall be removed, relocated or protected (d 1�- GO+JST 1-QGAL '�IOt.I P!>c1Q GrTy �"Tp• `18 45
in place as required at no cost to the City of Rancho Cucamonga. `/ 1'�CJO p 104 L� CARRARI STREET
a-wes.-r w- aoc>" 12GP c_31 M r' I}J 1200.0 573 L_T` VIYIENDA p�OJEGT
3. Any contractor performing work on this project shall familiarize him- 1000-0 51e L.F. yI'
STREET
self with the site and shall be solely responsible for any damage to a--IIJ5T41 L 54" IeGIP STblet,n C:Ac A10 -1000-0 .4oa 14=
existing facilities resulting directly or indirectly from his opera- HILLSIDE I ROAD
tions, whether or not such facilities are shown on these plans. 8 - r oW HILLSIDE ROW
P I I.IST.a L L t18 12cP S-TbF-21.�t 1-jF?�,1+.,1 1200-D So L� EAcr,Z W
IC00-0 44 LK o REE
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering W15-C&LA__ Sb` Me=r- '_-57ZiiiZM t::)WA1sd _ 1200-0 ela LF= rBEECHW000 DRIVE I
Department prior to any encroachment or construction within City of i5 APPLE
Rancho Cucamonga easement or right-of-way. to bJSTALL- 2-7" IZGP gTG2M L712At� 14100-D t'� Lr-
wlLsoN AVENUE
5. All grade stakes shall be set by the Contractor or Engineer. PavingII 11�15TALL 24" 12Lf gTa►ZM t ��.1 ('200_0 145 L.r=
CHAFFEY COLLEGE
stakes shall be set at all hinge points, edge of pavement points
within 0.01 foot of sub-grade elevation and at not more than 50 foot 12 GptJs'T .,l[ W41_710tJ 4e51f24JGT"1C?c F;'= brat. 1-91{T14 _ I M4. /
intervals. Additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas. &-c-olkileT 801CI4 4 moome SuLICNEAD 7 J;4. ANYAN STREET
6. All sewer, water, electric, gas, phone or other utility laterals, i4 II.16Td1~L 4��" FQ�P � A2AiQ 1400-D -31-SL-a=
mains , or crossings shall be constructed prior to paving.
15 ST ' 7
18 t¢C� �3Tt�t21.A r_�.411�t 1600-D 5 L�
7. Compaction tests of embankment construction, trench backfill, com-
pacting original ground and all sub-grades shall be performed at no r_>g7rew -#T14__ I l S,. H►DHLAND
cost to the City of Rancho Cucamonga. A written report with these
compaction tests shall be submitted to the City Engineer for approvalC-,6mc� P.S,nee*ItJ #Q I-IQ G1'y �j - Q IL-A fld,
oaoTV KAP
prior to the placement of base materials and/or surfacing. �` NOT TO SCALE
ICJ G��I'�+ 1. J<VNC/ �N ��11cU�•+1 V�-"�N r ��a��JIV`�� � moi`.
8. At the completion of paving, a materials report shall be submitted to
the City Engineer. Lising all tests or determinations completed to -¢ NST Msif�! Ho�JE �. P1<a2 GITY ST[7 SIO I J�,4.
verify stability oil content and Gradation of asphalt Paying
9. FFief t5 1:7 1 t l Of 6hy ri�-ivlri a Faith_lAIR CEPUtt shall ba
submitter to the City Engineer. listing all tests or determinations
complered to verify: + SieVe analySi'S and sand squivalenr of
aggregate base.
10. Paving shall be performed in accordance with R-Value and Pavement testsrnov>= Advt�AG'� GdJGMeI=T� ONic1eF1 ox/
taken to determine structural sections (prior to final plan approval) IoT �TiOtJ ' - TAIL o� �> T ►.lo i2 I Lam.
11. When improvements are to be placed on native soil which consists of a
rocky material, the sub-grade shall be prepared by removing all rocks
which protrude above the sub-grade and all voids or depressions shall
be filled with a fine grade material of a quality better than the natio'
material. QRQfESS/pN�
T 04 ��y
4
e e lacedsub-grade, ant
12. If the asphalt concrete is to b p on a soils steril
registered b the E.P.A. for use under A.C. and P.C.C. shall be uniformly � x
g Y Y ,� 7 Na. 14814 T fn
applied at the manufacturer's recommended rate for the full pavement PRCIVM FOR VMR COR7WnM ARE IM FCX,DWING• • °C Exp.
width prior to paving. � ♦c
A. C � 1MIU DISTRIC'P (714) 987-2591 slur C/v j�_ Q��! DESCRIPTION of REVISION DATE APPROVE
13. Estimate of quantities is provided by the Engineer only for the con- 9641 SAN BERNAR M RMD f of CA f
venience of the developer, the contractor shall make his own deter- RMOV CUCAM�JC':A, a 91730 CITY 0 RANCHO C
mination of construction quantities before submitting a bid. Any
item of work required by these plans which is not specifically listed B. HErROPOLITAN NATER DISTRICT (714) 593-7474 NOTICE
in the estimate of quantities shall be considered as included in the P.O. BOR 54153 CONTRACTOR SHALL .VERIFY A"
other items of work. LOS ANGELES, CA 90054 ' CONDITIONS AND DIMENSIONS
AND SHALL REPORT ALL DIS- . TRACT NO . 13542 - 1
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 C. 90ilrfIFRE1 CIILIFCM1 EDISCN (714) 947-8201 CREPANCIES TO THE ,ENGINEER
shall be constructed at each intersection. 1351 E. FRANCIS STRF,f't' PRIOR TO THE COMMENCEMENT . STORM DRAIN PLAN
CIR'ARIO, CA 91761 OF WORK.
15. City approval of plans does not relieve the developer from responsibility TITLE S
for the correction of error and omission discovered during construction. D. GEOM TELEP M (714) 980-1526 FMZ PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
Upon request the required plan revisions shall be promptly submitted to 9000 HPI,I341N AVENUE (714) 8654505 INSPELTICN
the City Engineer for approval. RANCAO CUCAMNGA. G 91730 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY APPROVED BY DATE /6
ATE /vis��
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO-
16. Work site and exterior streets shall be in a neat, clean, hazard free, E. SMTFmx CALIMIA as (714) 798-7773 AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- CITY ENGINEER RCE NO JZ 3
orderly state, throughout construction. Site shall be cleaned upon P.O. BOR 3000 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE ' MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING DESIGN MADOLE AND ASSOCIATES RECOMM NDED
request of the inspector. REMANDS, CA 92373 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE
' AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL -1-1 - CONSULTING CIVIL ENGINEERS �& to 2/6,1
PROTECT THE UTILITIES SHOWT, AND LAND PLANNERS
17� _ Contact all Utility Companies as required, 48 hours prior to excavation. F. 9Ct7rrCABLET.V. (7141 987-7122 s NOT SHOWN , ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DRAWN 1820 E. 16th Street SHEET
9524 197A STREET OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE SANTA ANA. CALIFORNIA 92701
ALTA Lr,NA, G 91701 OF THE OWNER OR THE ENGINEER. M-A.
PHOPt 714 835-2548 � QF-Z*--
CHECKED -_ RCE NO. 14A14 DRAWING NO .
ATE 61' FILE No list- D
ITLE SHEET STORM DRAIN - 3LO,70] PF : 11095P 2451 07-Aug-87 10:30 AM / 110-962- 1
BENCH MIRK
= C I TT OF RANCHO CUCAI TONGA BENCH BENCH NO.
U, )QC 15T
82. CHISELED -0- I N SOUTH CURB RETURN.
_Q
SOUTHEAST
T790 -
�j - CORNER OF HAVEN AVENUE AND
i
= V- /9 0 Y,� 1790 WILSON AVEMIE.
n �1Q \\ tN1ep 6r1eADJ= s
.4 Q n a - - of t�rz 1�IP1E ELEVATION 1017,926
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44
a 1780 0
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1770-
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1780- - ^
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PROFILE
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1 I
CONSTRUCTION NOTES .
Q�• �' � DESCRIPTION of REVISION I -ATE 1APPROVED
C-c 3ST. "w ei=- e G1"Ty CTD hIO.
CITY OF RANCHO CUCAMONGA
1/Z a- GOII�'T cATc1-1 13A'�Itlk a PE12 Gl"Ty 5'fD IJd.
4 c.a.l Loca,L- t�r� Ss�o►J P>=�2 cl Ste. ►Jo..�tg
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TRACT NO . 13542 - 1
-113STa.LL 2'7 " IQ.G.1� �3Ta12M 1�A1�
STORM DRAIN PLAN & PROFILE
W I LSON AVFNUF
12 co1.l5T Jc_]►.IGT101J ST1QuGTu121- t�?EZ2 t�ET�.IL- G.I ^�-1�£'T 11�.4
�j��, WILSON AVENUE
IS WtGK MozrA2 WL-KNEAO
22�--- to,s5-r. corse=K2% *s APPROVED BY DATE 411 7
1 1�/1oY>< °'"o 'e'E'�'°`�>= co��►e o�rsclet�c _ CITY ENGINEER RCE No I&=3?7
f��T)=GT101.1 1�>=12 ��-TA►LS 1-1�121�Otl. �RGFESSI;,.�4\
's
DESIGN MADOLE AND A SOCIATES RECOM DED
CONSULTING CIVIL ENGINEERS PA'4
s
AND LAND PLANNERS
DRAWN 1820 E. 16th Street SHEET
�. SANTA ANA. CALIFORNIA 92701
-2548 - 14OF-/4-
CHECKED �
� RCE No. 4 AWING NO .
ATE 8-IM--67 FILE No (16t-D
WILSON AVE . SHEET x2 S70RM DRAIN - 310,70jPF : 110962 2452 07-Aug-87 09:59 AM / 110-962- 1
C
BENCH MARK
r NS
1800 4-; 4 l4 -1 O lj 1800 $ g 1CITY OF RANCHO CUCAMONGA BENCH BENCH M.
-0' �j�. - 0 82. CHISELED -p- IN SOUTH CURB RETURN.
i4.
4 � _ )�jC12T ?=IIJISN � � _ J J Ij�pj �" � a I ���'� $ �41� a r :214 d 11 ^ SOUTHEAST CORNER OF HAVEN AVENUE AND
)--N �r «���� 2v IeFAG�0 -12 I - 0 + p " 1�X1g'�t�►�K�-1 ax1 4+1`; WILSON AVENUE.
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Q �'d Q iT 1 �`3TL�letrt �•1►.1 (Q�11 IBX 131' F1►.1 hN
�G
` w�1- I I1�t +,>� - /{✓ �� 0 �/ `�' ELEVAT I ON 1017,9M
-� = 1800 - --1800 �,
- _ - • 1790- �'�;�,P I ;� 1790/1800- .r��� '`° -1800- ;� ;� .o��,w
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PROFILE - �
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HOR I Z 1 "= 40' N �v
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w iZ 3 r 5c'23'a2"SZ 15
T �.T. .• /� 30. S2
- - - - - - - - - - - - - - - -- - -
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A 142:101a!
^ S. !1
215.Ado mile<es - 2�4 R4' V
v
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153.54 105.00 •4 60. It
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oQ , J N (1� �f 6 Q o `1 r7�l--r�. ,e p.r�us L,�N�,rN T�\►�y r ,.iT
M W �1 (� A 45-4n0'd�" t15.OU' 35.3LL' 18•! 4
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o /e + + +
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1�
3LSON AVFNUF2 CONSTRUCTION NOTES :
1 col.IST -XIwc-lib>14 S-r12UGTUK2>c "a' , �t-T5- e , .. DESCRIPTION o f REVISION DATE APPRO
a-Go T M�� e> � �n�- e;l b 11 CITY OF RANCHO CUCAMONGA
GO1 SST- Go-TGN PSS l Q "1k 8 Pile GlT� S� 4,i0. A�14
(d)--C•OI1ST L O�.a 1 > PIe1=�10►.� 1 12 GiZy e7, � t lo. 518
o
»12P.It�I TRACT NO . 1
I�� j STORM DRAIN PLAN & PROFILE
(8)-►,.!STALL 48" 12.G.p STo}2nn t7tz,t.,�1
O- WILSON AVENUE
II (ti1STaLL 24 "12.G.(? 13Ta12M t�12A1f.1
1� GOtJS",-. N�.4DwL�L-L WwG� TyPE I�F2 O�To.aL Or1 'SH TQc>.4 APPROVED BY A E
1 7 ca.1sT c�.1-�" e'as'►.► ' `� �'2 �,r'' � on. �s CITY ENGINEER RCE No .�z�?
QRpf E SS/pN
18 Go�►Sr Jul,lcnol.l 5T�2c1cru�2� ~0,^ e ctTy�-r>7 sit Q�o� ���;ph' �� DESIGN MADOLE A SOC I ATES RECOMMENDED
a-GSW 5'r. mAw v 4o1-1>< A f°>E 12 C-rry . 510 � � Qoo y��, _1_ _ CONSULTING CIVIL ENGINEERS �/67
41`4 No. ?481Q :�} DRAIN 1820 AM E 6th SND urest SHEET
� SANTA ANA. 9?_701
21 I�'t20-�G-1 U-I�LAc�- �cr�r.1G, STvt2M CR IB * 1 /1..4 • A ANNA. CALIFORNIACA 635-2548 1-3 OF�-
la I1.1STQ1_1_ 3G- re.G� STorer.^ r�►�1�1 �f�lf pf 01 VAt1E0��\' CHECKED IyRCE NO. 14A14 DRAWING NO .
15 thISTAat-L 18" M�.G.P 5Tb12tit , �f� ATE ®-��-�7 FILE No l l5l -D
13 CONST.BetCV- 4 M02TA12 B l_1C" AO
x. S70RM DRAIN - ) [0,70] PF: 110962 2453 07-Aug-87 11 :35 AM / 110-952- 1
y l 11o--►C412
BENCH MARK
CITY OF RANCHO CUCAMnWA BENCH BENCH NO.
" 82. CHISELED - - IN SOUTH CURB RETURN.
lea �„ SOUTHEAST CORNFR OF HAVEN AVENUE AND
�. WILSON AVENUE.
t'
ELEVATION = 1017,9W
S Tf¢U G'fZ1Rt�
rtJLL
of
1.aNGNaR ICA.I. F'L A.�
• t�.iSN� .
1 d Q v o 3"x "x(0+2t)"
b 4�c/EL t71ri�)
#a- Play O.G.
Gt.l• Qe�t�6 I
? CUT 3"it 12" -
' FOR TIGHT FIT
� yT1O� •"- Q .o o �-
ONE REO 0.
� C. OR R.C.P 3"xt2"x(D+2tT L FOR DIAMETERS
4 " A D L S
y.1. lalatcs NOTES
1. NAIL 12" -t VERTICAL SUPP 5
WIT 40d 6ALV. NAILS 3"%.
2. LUMBER SMALL BE CREOSOTED
S 1T12c, ( T4It2xp— DOUGLAS FIR, 1500 f STRUCTION
GRADE.
z
�,►. 1olr �T 11-45 _n �_ 213
• �� 1� NaT To
k/�TJc1T A I wvL_L_ I
-
L��T1�11—• -��312�� �2�� _ -
µo-T
I I HEADWALL SHALL BE MONOLITHIC.
1 See Rote 5) LAP ALL BARS AT
IH I A I IF NOT CONTINUOUS.ORNERS 30 DIAMETERS
—�
OR 5
1 -See Stifferfel' D A ^ D, RISER C.S.► ` SEE 4 NOTE 2
3/4"►Ipte "M.p.� Detail hereon •��. Z DIAMETER GAUGE T
ell 4 T I
ergot holeto 241:15W_LL3 IG' to 2T' Is •• f elrtf wAe, I �\. --__ll--
rorn O.D. 4 -45 9 I6S"22 ,' _
30' f0 39• 14 aYRAtt OR e[IAM EYIt TIIH �of plc 46 SI•~t .35 �'ILAN TO'SEC.R,N'Rc[w[Nr "' -ar CONDITIONS
4'- T', 4 2-16.f( rMA4f1«Of7bP,3L oo� • {R[eARs
SO•63� 1 i S'3$ 42' to 4e' 12 '- 4 OR'G5 12"
r8 (1) CORPS OENGINEERS EPECs.,"SPECIAL I I
/2. S6 '10.3•',34 'S I" to 66' 10 - t „ — ---- -J—j
O.C. EA.WAY
PROVISIONS FOR FOR CONNECTING DRAINS --� __.--
t eRCAA OUT LIN[ 04 IS,
DI (Typ) ---- - - F - - - Poll::ui SEE NOTE 2
{ .� TO CHANNEL WALL; (MALL BE NOTED
- e twvCR T— I E B
A c Rc► ' 1 ONOR ATTACHED TO PLANS A
r�0� t=) LAP ALL REINFORCING ACCORDING TQ
P + � r x°•,51•. REINFORCING DETAIL
oP
♦ t)" - i j JT. LACI 31s-631 OR MIN Of 30 0"- PLAN
BOTTV VIEW �'r" �TION B-B ETERS. _
TOP TE Rinp QD f �T I W STRUCTl1RE DETAILS TO BE DRAWN goo
.a \ eREAX OUT LINE ✓r cNANNEL WALL R[INPORC/w{ {MCINe I •.- Q` ` 7
-M fAtA( a..• TO SCALE OF I/2"+1 iT. MINIMUM. �- QF S/Q�
See tlttoii �A5 TyP)"�Meets W, NOT REouREo whew' M) ANGLE OF ENTRY ANO INVERT ELE N m �� �� ``10�
Lodtirq Device ! yt• �, e'roR ss'TO - EXIST, EARTH r•eE t•
ENv. A , ? �I {o"Rcr PLAN-TOP SLAB TOP Or tcT. }TR. r c,
.1 rA<< Rt Nr At VATION TO BE ESTABLISHED BY �* rlV c
Sled'1rle a lip, ——/= fid.Orae Or mild steel bar 1 v
,,,,{es, e,,,er �� s ap ss"TO CVT EXPOSED REINFORCING ') U d • 12 NYDRA;;LICS SECTION, CORPS OF EN- 2" 5 I 5�ra p�TLt1L_ r
It, e•" ecr 1 C I tTi
r eAelrn on Non \ t r 1/4"It ,de W 1'/�SII/E'S% [Xlsnua cN.N STEEL AT CENTER OF OPEN- a �,E � - An GIN,ERS w W
C.S.P. 0.0. An Ie _ " eREAX OUT
WA,L AEINr. \ I t� SR1•�t�cK -a ��0. 14$114a�tT
TT�— _ , u, �..' �•� uwr ING AND SENO INTO TOP, 15) 3000 P.S.I. CONC. SHALL BE USED Exp.
BOTTOM, AND WALLS OF FOR STRUCTURES WITHIN THE CHAN 3'MIN. I - 3"MIN. I 4 OR 45 12" o +
t�• �i ` V \ I u _ �aP,=�' JUNCTION STRUCTURE. SEC- ,..i t • s REfAws ( NEL R/W. I O.C. EA.WAY ' CIVIC' Q�\!
w , s/•'alAr TION C C IS NOT REOUIRfO �t ALL BARS ZR 4 12 UNLESS oTrER GROUND I SEE NOTE 2 O �� �IILXE�
-1, ITYP.l _ —I _I
- ��_ ON CONSTRUCTION PLANS. SECTION C G WISE NOTED. , LINE I 4
1`T)WmIq 6, IS -C SO% Of III 111E CASE f , � . s o . N
/ ,
� r�
�` I ( . _i!:steel plot. c; i N .. r� ' '
' Ie Meow \ EXISTING eNAwwtt wu i0
DETAIL-PLATE STIFFENER AST Iw eLAet OR [" [Y1Sr • -, TOP orttttT-CM.WALL.•' _ _-_-�- � � -� 1 l
ORI PACO AROUNO Atr
CHANNEL
} [• r a,[XT[NO a" KVOMO /T
----- ------- 3/4" t 10 �/ WALL An" -- OPENING
OV r°" a CLEAR Or � 1 I 1 I i i-I I 1 rl I I� 1- � ���"�!=IS I!f•iGK _
4, tD Q IV
mulch plate SECTION A'A I I I I I I I 11;I I I I I I w•" i cX1srIN{ IerNT 2- 4 OR 5 Q
CONTINUOUS BAR „
1 1 1 1 1 1 1 1 1 1 1 1 , 1 SEE NOTE 2 0 4 OR5 t2
�Etd. eOly. BOTTOMNW 1 1 l l I , 1 I 90 BEND
®" O.C. EA. WAY
-- "y action be ICT. fTR. I.fv[RT\ [YI{TIM{ JOINT _-- ---
CAGE RETAINER G ____
MCAX «,T -�_ � Zi ' '/ SEE NOTE 2
1 USE STARTER WALL ~T ELEVATION
VAT 10 N
D ��_B_ _ ! SECTION A-A DESCRIPTION o f REVISION
r-- y WHEN rossnLc
RIIII. Nwn I—COnc.Geller ( /CNANN[L INVERT --- - �•l • 1 • 1 /.t T
w I 3_4l __-_=T T r h rte. t - - =3 DATE APPRO
CEXITtINa CNANNAL INVERt
,-C.S P J -R.C.► os, [X1frIN{ Retie. • +' " NOTES:
C.Sle-• p IE `'��- _ IN CNANNCL INV. CITY OF RANCHO CUCAMONGA
- '"- _ cow.=cTEo rILL� I D I M E N SION S HEADWALL SHALL 8E CONSTRUCTED OF
T_ 1 _ - ;-- I E aw[Ns1oN L1«In
_,CIT. TR LAP r1�IEMIaAR10 OI { forroNt °r '"EA" °vT I CLASS A CONCRETE. ��
AA ; PIPE L E F W 2. REINFORCING STEEL SHALL BE NO. 4 BARS
w ' , G- DIAM R R R R R_ R
�� TRACT N0 . 13542 - 1
JUNCTION STRUCTURE ENTRANCE SECTION E-E 5 BARS SHALLOBEOUSED. 2" MIN
N0.
e ELEVATION t 24 4'-9"• 2'-8" 4'-0" 2'-6" e
2 FREESOARD
_ I AT CHANNEL INVERT_ " � '• 30" 5'-5" 3'-0' 4'-6" 3'-0" CLEARANCE,30 DIAMETER LAP, ALL STEEL.
.-6"
Drypack
ALTERNATE JU ION I NOTE, BEFORE USING STANDARD ! WATER SURFACE 36" 6'-0" 3'-4" 5'-0 3'-8" STORM DRAIN PLAN
D L 11r THIS STANDARI) CAN ONLY BE USED FOR PIPES 60-INCHES OR EACH PROJECT MUST BE MINIMUM \
C«ameei� -_-___ 1___ _-�_ __;� 4 billV(11t(,JM 42 6' -7" 3'-8" 5'-6" 4'-2" 3. ADJACENT SLOPES SHALL BE 1} TO 1
7/8" LESS IN DIAMETER. PIPES WITH A DIAMETER GREATER THAN I VERIFIED WITH THE CORPS
ELEVATION , " I, N Teflon tape--\j.r--� OF ENGINEERS. 48 7'-3" 4'-0" G'-0"• 4,-10" OR FLATTER. DETA I L SHEET
2 /2 f 2 1/2.1,
/Z E 5/e6O'INCHES REQUIRE A STRUCTURAL REVIEW OF THE OUTLET •:
Stee1 bo►(iyo.]---� STRUCTURE. !."'-----
---_ bFFIT Of,PIP� 54 8 - 2 1 4'-6" 6'-9' 1 5'-4" 4. MULTIPLE PIPES TO BE SET WITH LONG-
1, er wpt sHOH extend to*EWv.A'. orf a+a Wield __ _ "' •`' APARTITUDI . APPROVED
CENTERS 1 2/3 DIAMETERS A loli�l
l.v°"°"A, 00 oIV L„ LE{re fin 10 A HOplaM 5 " 5 -- ' S. ALL EXPOSED CORNERS TO BE ROUNDED CITY ENG INEER — RCE No . yet 7
Corrvp°ret Mau Pepe eAoll ca+rorR 10 AASHO M-3G. /8 ■ /8 'SpaCR_
!' 3/4 RADIUS.
4. rate {asemDly elloll be teivon,:e' after fabrication. ` 6. W SHALL BE INCREASED WHEN MULTIPLE ES I GN MAUOLE AND- A SOC I RTES RECOMME,N E✓
5. For DI S4'end for pr,wN I'h s I Yt X'!a angMs to eloU wMl I'Walde M G"a.t.
R-IRwof er .e.t on pale .sse so ./2",111tH bolt Q;--TAIL„ IPiI�� rFJT)4?A}J1�� TO C >4C. CPAU�1�
liege d Poe for dislte+er q ellaR a "`"Of far'�`. �� PIPES OR PIPES ON SKEW ARE USED.
S. River and std"I be shoe Iotrxoted Wld pManfred alta wwrle. HOLD-DOWN �
` T� gG.�*L>�- � :.1:♦ .:'.'� . :•..: ; ....:.'t. .. ':'. • .: .1 -1-1 - CONSULTING CIVIL ENGINEERS D4� !�' ! !
-7 co/r� t=F11Ila►141-3.40411115►.� P117R CAE-17. Ahl. . AND LAND PL.ANNFRS
RAWN 1820 E. 16th Street SHEET
�I� m fiANTA ANA CALIFORNIA 92701
PHONE 7 4 635-2548 OF—/*—
D RCE NO. imt4 A
\A/1 TYh ATE B-�`�-�7 FILE No l l5l -p
DE 1 A I L SHE E T, ST ORM DRAIN - 3 [0,701 PF : 1 10962 2457 12-Au g-87 04 :59 PM / 1 10-962- 1