HomeMy WebLinkAbout1991-D GENERAL NOTES
000 STORM DRAIN IMPROVEMENT PLANS 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBIC WORKS CONSTRUCTION -CURRENT EDITION,
INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
0000 000 � / r/ TRACT I 6 100 RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
SEE SHEET 10 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
/ HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT
/ O CITY # 4 CONT HORIZ. AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR
0000i
�j� Of RANCHO CUCAMONGA i PROTECTED IN PLACE AS REQUIRED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA.
C�
'
8" C.M.U., SLD. GROUT 3. ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL
I , I f'm= 1500. psi, Fy= 60000. psi BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
-i #4 @ 16." Vert @Edge HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
Ii 2 3/4"
ij ► ATER PROOF WALL
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA
'i EASEMENT OR RIGHT-OF-WAY.
# 4 CONT HORIZ. I CU FT/FT OF 3/4"-1/5" -
t -s� ► CLEAN GRAVEL WITH A
L ** 4" (MIN) DIA. PERFORATED 5. ALL GRADE STAKES SHALL BE SET BY CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL
CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES
' - PVC PIPE (SCHED. 40 OR HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.0 i FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE
EQUIVALENT) WITH PERFORATED THAN 50 FOOT INTERVALS. ADDITIONAL PAVING 5TAKE5 MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT
(2) #4 CONT H
ORIENTED DOWN AS DEPICTED WARPED OR VERTICAL CURVE AREAS.
�� Oi INSTALL 24" RCP (D LOAD 1500). _ _ 142 LF
1 °.6 GRADIENT TO DRAIN.
= 12" C.M.U., SLD. GROUT
G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROS51NG5 SHALL BE
I , I O2 INSTALL 36" RCP (D LOAD 1250). _ . i46 LF fm= 1500. psi, Fy= 40000. psi
EDISON INTERMEDIATE SCHOOL #4 @ I G." Vert @ EdgeO CONSTRUCTED PRIOR TO PAVING.
INSTALL 48" RCP (D LOAD 1500). . . . . . . . . . . . . . . . . .460 LF
1I 6" PCC V-GUTTER
SEE SECTION BJ I 7. COMPACTION TESTS OF EMBANKMENT, CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND
•I O INSTALL 60" RCP (D LOAD 1500) . . . . . . . . . . . . . . . . . .542 LF BELOW
ALL 5UB-GRADE5 SHALL BE PERFORMED AT NO C05T TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE
O5 INSTALL JUNCTION MANHOLE PER CITY STD 319 _ 4 EA 3„ PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
a0E . I .. T' - --, V_ I
' i I SEE SHEET 9 i O6 INSTALL JUNCTION STRUCTURE NO.2 PER CITY 5TD 331 _ 5 EA l = 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING
i ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
01 / O7 INSTALL MANHOLE #4 PER CITY 5TD 32 1 . _ . . _ . . . . , , I EA ! _ PAVING.
i I = O8 INSTALL 5' V-GUTTER PER DETAIL SHEET i . . . . . . . . . . . . .1000 LF =
t I (4) # 4 CONT HORIZ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
i O9 INSTALL 24 CMP RISER . . . . . . . . . . . . . . . . . . . . . . .5 EA L15TING ALL TESTS OR DETERMINATIONS COMPLETED TO VERJFY: R-VALUE, 51EVE ANALYSIS AND SAND
i 0 INSTALL 36" CMP RISER . . . . . . . . . . . . . . . . . . . . . . .2EA " 4 @ 16" O.0 EQUIVALENT SECTIONS.
RI£HFIft-�Df� I , �
I I INSTALL 3" A.C. OVER 4" AGG BASE A.C. ACCESS ROAD' .1 1 ,570 5F „ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, 51EVE ANALY515 AND SAND EQUIVALENT
i i! i N OF AGGREGATE BASE.
I I I I 12 INSTALL RET. WALL PER DETAIL 'A' SHEET I .350 LF
SCALE : I'=200'
/ 12 INSTALL CATCH BA51N PER CITY 5TD 300 (W AS SHOWN) .2 EA 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE 501L WHICH CONSISTS OF A ROCKY MATERIAL, THE 5UB-
SII i
' PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS
- ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR I5 RESPONSIBLE RETAINING WALL DETAI L �A� OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
------ ,( -_----- FOR OWN QUANTITIES.
_ ASTON _ ------DRIVE— NTS MATERIAL.
--------
1 ----------------
12. IF THE ASPHALT CONCRETE 15 TO BE PLACED ON 5UB-GRADE, A 5011_5 5TERILANT REGISTERED BY THE E.P.A. FOR
i . rwat4T
DIa - 1.1 R» USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE
�' 1b+s'n 12 Ren Win►e Ts R,II, atria ✓V.�Q. �. ,.sw,
BNDRY M„w IIImo1e i, ,iiq1e , � t•fRk[n.F,f.e �,4 � OF V-GUTTER FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
I f �% Sat .�ww Cfkeckersd t _01W• t
t I -J �� .,�..�r- >"...,.. 13. ESTIMATE OF QUANTITIES 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE
ev-E
r °""""'""""`""""'"""�. �"" CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.
PL Qpftend ` R4 wwl Cheokered t cover __ I �`,�° w..a•,..`+-.re e.r+.r .p, R- 5'
'OpCe see oeren,•.•• fl for ale'Wald at 2.5' 2.5' PROPOSED 5' ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
J 1 5' EASEMENT I rnw : 12.7.w • gyp oo"s or 0ettet to CSP soak Rold os R Of t4 mm V-GUTTER
Q °�T„p. saoR er. 81_ s.e fttaA *to°fr "ova- QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
U-i ow tie (qe Motes ab IDD ,�"Ole 0)
ri..R hole M pins
M redf"km ,�
O i CES 5' iK w Y 6�i R"sRf :�s r for �Haa to Rxll Rivets.spot Rale or 14. STREET 51GN5 PER CITY OF RANCHO CUCAMONGA STANDARD 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
for Deftaw eaf¢ki tock weM at 1/t pofntA or patter NOTES
MAI NT. ROAD V-GUTTER I E �� 1. For oeto%of Concrete ate V*t:see Ra..Stondaro Pio
w,ra `1s°K'o`w sn SECTION a-e PROPOSED TRASH RACK
S pope DETAIL "A'" 2 F1oror encs et meas Gro:t.rA axM.Pwn adefr r s+wa PER CALTRAN5 STD. D75A
I 1 ( oRfpfueus TYPE OMP OC OMPI on 14whee.„e stRneo-e ran I6r o7M.
2% /� x weld STEEL RPE RLET WITH 54DE OKNW 3. kW Pops l011 net fxotrvde Into pee.,. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
F1ele ,otrN AND S7EEl COVER(sea Nate 6) 4. E�f for heats uaed fa Weflon eo*te.oas"Nears"f
uJ -' pa•woven �o1e•f ii4 frae d1 d`etN°n't^"°rd ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS
.11 Qw 8 / outlet Da.OM a Re"}ro v fIn1M�.
V 1 5. Sce stmdar'd Pana OTTA ole DT7R for Orefe w+d Frd�ne
O �'� �_ EXISTING 4s a•dfa ane ro>s of Mlaceflvean hlVi anesteM PROPOSED CMP RISER SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
Jew,to CSP C. DftIcir won Of iiee r Dips hots an{fans oftef"ver 0
O wWg %; 0.50'X GROUND SECTION A-A racks ore to ee hMafled am mstdW an dI Wo o (DIA AS NOTED ON PLAN)
0C ��� ,i..'!,:.:.: ataoeni'+o+�SeR Moe Stondord Pan 16P MA for trap root O
P �.,`., TYPE CMP -� ,, thaw Nae ePe^^v ,,,,,be real,•-ed LacaNan and 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
WALL \.j"-, - -�. STEEL PPE oLET WIT-GRATE ( romw as sdrm 1 a,s Erginosr. 40
PER G1R:HVA CA W 40 1°'z L Chain to be PraOwRe.P�.�a0 NNL CONSTRUCTION. 51TE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
PLAN- ING
\;/` CMdcared ]D 0Rw RQi14"M a 1 Ce1e� with"Is
tkre of raporT pkr*lakd c: Q
CORE 2" DIA HOLE IN RISER o. PR:w'e"f°�ear'a'Rf¢w';:s""M" Il°� ••�
PROPOSE �i�� SEE DETAIL B '" °a° 1 7. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
STR CTOURE �� �\ sIn l 30
r
��' Tf Rw x T6 Iw AS RI11, Rhsfs.eeof held r
'I 1 Tdp AC fe"Sf+��fr one x SAS RR1 or IF rock INTO of ye points
dRz SECTION XX-XX PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
ke LTL les x 64 m or ixttsr
''S"" sECTroN c-c NTS
lei°;d DETAIL "9"
(I cover
D
CMP RISER/PIPE A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (8 18) 969-791 I
i 20' O.C.) MR. BOB 5TALLING5
\\ / ,oed„fed,DCR FOR BASE LINE ROAD CONSTRUCTION
90 � ,d 0 � OF V-GUTTER
60" (MAX) RCP
OeM r.e w tfNek vow 30 Rrw ,n � B. VERIZON 1 -800-483-3000
steel w°*e ov.4w C fw 4shekAeer loeatfon 51
SECTION " '/) E IL SDD RM CSP-2.e RRR /NCk I Pipe rlstt C. SOUTHERN CALIFORNIA GAS COMPANY 1 -800-427-2200 RESIDENTIAL
7aek.ek!150 1. Z p1ece of PROPOSED 5 2. .0
NTS R EC PIMrouild 900,ee C to pron°afdi Dbme*erbose V-GUTTER PROPOSED 2 16 N. EUCLID AVENUE 1 -800-427-2000 COMMERCIAL
s° "p°°rt "da' r'°o"d°°'e TYPE ODI BASE DETAIL FOR MODIFIED AS -- 1 _ _ RET. WALL ONTARIO, CA 917G2
PROPOSED TRASH RACK • , or+P fa„o .old ti PIPE RISER CONNECTION 5 OWN IN
PER CALTRAN5 5TD. D75A • Roo RM ESp 1„x..,1 STATE OF CAtIFDRMIA
PROPOSED CMP fdlpeter fMse _�w.oak eteelebte DEPAR.n"T a TFIRWrORTA7oR I PROPOSED TRASH RACK D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591
RISER (SIZE VARIES AS SHOWN ON PLAN SECTION D D refnwrc«Rar,t f$ pufrwl
PIPE INLETS PER CALTRAN5 5TD. D75A 10440 ASHFORD STREET
TYPE ODI t an" Asei of amool NO SCALE I RANCHO CUCAMONGA, CA 91730
To orovfde oeatlanal support
ler ..sal pwo cover 11 p�
STM Al- A N KE rL APO All D,1ERS'o"S ARE IR D7SA l i y r /
. RASED OPE RMC AT AC DIKE FLDe'LME SECTION E-E I'LL IAE TERS UNLESS OT.KRwSE ShORh
PROPOSED CMP RISER E. METROPOLITAN WATER D15TRICT (909) 593-7474
(DIA AS NOTED ON PLAN)
f f 0.50 BNDRY -- 700 N. MORENO AVENUE
PL LA VERNE, CA 91750
PROPOSED r'' MEET PL
` f " EXIST I i I F. PACIFIC TELEPHONE COMPANY I -800-248-2800
CONCRETE II %<.%.`.% CORE 2" DIA HOLE
V-GUTTER I ' EASEMENT I ( MODIFY FOOTING TO INCLUDE CMP RISER
IN RI5ER2.5' 2.5' -��--- � # 4 8" O.C. BOTH WAYS
DETAIL B gC�E55 ROAD / 03 I 0 ACCESS 51 f EXISTING G. ADELPHIA (PORTOtON Of RED HILL)
r\� GROUND SECTION W-W
TS � 1 MAINT. ROAD V-GUTTER %.�• "
VICINITY MAP j EXISTING 2°k I i \ H. CHARTER COMMUNICATION (909) 987-6275
GROUND p PROPOSED RET. WALL 6680 VIEW PARK COURT
0 5' ARIE Qw 8 (SEE DETAIL 'A' ) RIVERSIDE, CA 92503
��// 55 ABOVE
j\ 0. I'M1N O 3cn ,
7itACF �. 12 5'MAX o�Z � w
lu
OSED
18100 :s
MSON
ATE ti ��� P 0 0
11 PCC W 6"X6„
111
10/10 WIRE MESH r jf; `
AVE CORE 2" DIA HOLE IN RISER
PROPOSE
® 5' V-GUTTER
NTS STRUCTJUNCTIURE
11 THATCHER ENGINEERING aFP°F ' ��ry CITY OF RANCHO CUCAMONGA
PRIVATE ENGINEERS NOTE TO CONTRACTOR - & ASSOCIATES, INC. 4� MELVI ' . - `SI-
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS CMP RISER/PIPE ti
345 5TH STREET, SUITE B. T HER, III STORM DRAIN IMPROVEMENT PLANS
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE l (� 120 O.C.) REDLAND5, CA. 92374 - No. 399
AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR 15 REQUIRED TO TAKE 11 I SIZE VARIES (SEE PLAN) (909) 748-7777 FAX (909) 748-7776 20
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE �� TRACT 1 G 1 Oo
v 60" (MAX) RCP LAND PLANNING CML fNGINEPRING S CIVIL
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY ' TITLE SHEET
W FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE Au
9T
� c �
DRAWINGS. SECTION B/1 - 9,I�r'-d g
< < UNDERGROUND SERVICE ALERT Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 ROvV2oo Q�
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE NTS APPROVED BY DATE -
�` r RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF REVISIONS CITY ENGINEER RCE N6. 24953
Catl:Toll FREE CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND BENCHMARK: 14
I-800 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE DESIGN RECOMMENDED
227-2600 LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL AT THE N.E.C. HIGHLAND # ETIWANDA AVENUE, 66' N. OF CL HIGHLAND AVE., 24' E. OF CL BK
BAsaEUNE ROAD DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER ETIWANDA AVE. AT THE NORTHWEST CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN CULVERT FArA
TWO WORKING DAYS BEFORE YOU DIG HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION SET 5TD. BRASS DISK. DRAWN SHEET
WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY
'CAUTION'; Remember that the USA Center
notifies only those utilities belongng to ARISING FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ELEV. 1432.6 12 FT ON 10
R ... the center.There could be other utilities...N 0 T H
present the work site. The center,WWCHECKED DRAWING O
inform youu of whom they will notify. DESCRIPTION
DESCRIPTION OF REVISION DATE CITY MWT R.C.E. NO. 39964 1991 _D
APPR. DATE FILE NO.
PK0.1LCi SKEET OF 5/22/04 1 1 220 i SD I
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PROP05ED FS N N N
185 1850 1850 OVER PIPE 183
_ EXIST. 6'
} F� o T%NT �'•LITY
J
lu
CATCH BA51N 5TA 72+00 o
f
FOUR CONS f3RUCTION EX15T 12, ( I IXIST 8*
2�h P P PROPO5ED F5 WA R ` I ��PROTI=CT INP CE
RO 05ED F5 OVER PIPE
Q OVER PIPE 33� GAG I I I
1830 1830 g a 830 o(ISER.. V 182
8WAT
u'S O EXIST 8" VCP PROTECT IN PLACE
JUNCTION 5TRUCTURE M5T DIP WATER 24' RCP
INVERT OF PROP05ED PER 5EP 5.D. PLAN
NOTE: CO (TOR TO VERIFY
DFP I AND LOCATION PRIOR TO
25\ STA 71 +88 \p1 48` RCP CONSTRUCTION.
26•.�G?
oll
0.0
0.
ZZ,Nv -
Aa EX15T F.5:
OVER PIPEINVERT
S�c` "� G F 5' RIP P48G ' I ' 24' RCPOF
_
-350,FT` � �F TO BE REMOVED �Vtr� � �� _
INSTALL 8.49 LF 24"
RCP (Di 500)5=0.7102 - ,.� / EX15T L 6` _._ _ _ 24 R LF D 1500
d � ! L INSTALL J 33.98
- 1810 1810
INVERT
8'R OF F ' 1810 55=0.056 18
5.D. L.ATERAL 'B' EX15T HGL �' S»J (5=0.0514) T. < V= 1 13.CO
V= 15.07 FT/5EC
�q �� �� CONCRETE COVER OVER PIPE F
��. '� r� SHALL BE 2 3/4" 24"RCP PER 5EP PLAN
�4 65� EYIST ` ► ►�z 5=0.0765
INVERT OF m Og IN5TALL 300 LF 48" RCP
9g d 48' RCP o 5-0.0773
PROFILE hG 93 w +
5.D. TERAL 'A'
VERT. 1" = 8' '
HORIZ. I" = 4f? _ - o PROFILE
W\ 4 ? ' CONTRACT1ORTO VERIFY PRIOR
PROFILE VERT 1" = ,f
W TO CON5TkUCTION VERT. 1" = 8' HORIZ. I" = 40'
CD HORIZ 1" = 40'
69+00 70+00 71 +00 72+00 73+00 74+00 20+00 21 +00 22+00
0
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_ m 6 5
z �
nom[ O W z -b i
.r �j n� o O_ �D
g N >> > Q O �_ - aLu 15 j
+ �, -co -to ' . � � 182 8 d- �G � . oz
O ch.-:.-- cri ` .z Q
lu
IXi5TING WATER LIN + O �'� T
PER SEP WATER PLAN 4D + ai m t\
n
10
b _
O -
- - -
t
r_
-
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.r
N OO'I'7' I' W= �O 72 1�t EK - N 00*173 alV BL. Y _
9� 32' 321. 0 _ 71 z
- 0 -
D 70-- EET EX15T _ cn 7
B GIN CONSTRUCTION Q 1 " URE
69 _ 57 PRO 5ED 48. 5.D.
TO-CL :O UT A
_
_ _
3
- �-- LATERAL'B' UTltl:l'Y T K
,A `w-t�-:_�-fie--- a-� •+isf�:�4'`.x--.`F`. `...!:J+—i' ---� . _ - '
PROPO5ED-CURB '
OF UTTER PER SEP.
IXISTING tv SEE A - S D. PLAN _ FUTURE UTILITY
IXI5TING MEANDE TRENCH - _. -20+69. PRC PIP TRENCH (PRIoRlo L- .p. pati sI tK� -
51W PER 5EP L/5 LANS - LATERAL
PROPOSED RACT
10+72.00 �r -,
EXISTING CATCH B IN. ;. j.; w� . :
i; _} ' 20 5..�5 PCC PIPE�i 6 O
=PER 5EP: PIAN LA RAL A
- (W= 14'j f
27.40TC: 26. 3FL 4 `� = 2"I +36. END PIPE : / . 0 1
..
20+31 .26 BC PIPE - j LATERAL A : 4
LATERAL A I I +50.00 EC i
' = INSTALLTIN
EXISTING CURB = 1.4.9129
4 GUTTER-PER EP - -
r` W LFSON DRIVE 2 .80 fL -
5T. IMP. PIAN f ; -
CURVE DATA WOLFSON DRIVE
O A R L T THATCHER ENGINEERING a e�°F E-5,5/ CITY Of RANCHO CU CAM O N GA
A 74035'37" 42.00' 54.68' 31 .99' _ & ASSOCIATES, INC. 44 M€�vfN wW y
CONSTRUCTION NOTES: 345 5m STREET, SUITE 8. ATCF1 STORM DRAIN IMPROVEMENT PLAN
B 48035'57" 45.00' 38. 17' 20.3(7 REDLAND5, CA. 92374 m
C 2048'17" 533.50 2G. 12' 13,00 (909) 748-7777 FAX (909) 748-7776 �v��bs A EDISON INTERMEDIATE SCHOOL
D 48°55'34" 47.93' 40.93' 2 1 .81' OI INSTALL 24" RCP (D LOAD 1 500) wanw� CMLrNG�aW s CIVIL
TRACT I G 100
O INSTALL 5' V-GUTTER PER DETAIL SHEET I � �r �\ DAY CREEK BLVD
O2 INSTALL 3G" RCP (D LOAD 1 250) �- —� ¢ C>F CAU f
O9 INSTALL 24" CMP RISER
O INSTALL 48" RCP (D LOAD 1 500) STA 7 I +38.27 TO 74+46.50
I O INSTALL 3G" CMP RJSER vin W. Thatcher, III R.C.E. 39964 Exp. Dec 3 I , 2005
APPROVED BY DATE: . �
USA ALERT Q INSTALL 60" RCP (D LOAD 1500) ! ! INSTALL 3" A.C. OVER 4" AGG BA5E A.C. ACCE55 ROAD REVISIONS CITY ENGINEER ��(�{jl R.C.E. NO. 24953
O INSTALL JUNCTION MANHOLE PER CITY STD 319 12 INSTALL RET. WALL PER DETAIL 'A' 5HEET I DE51GN RECOMMENDED
CALL: TOLL FREE
OG INSTALL JUNCTION 5TRUCTURE NO.2 PER CITY STD 33 1 13 INSTALL CATCH BA51N PER CITY 5TD 300 (W A5 SHOWN) M.W.T. YV�
I-800-227-2600
SCALE: 1"=40 O7 IN5TALL MANHOLE #4 PER CITY 5TD 321 DRAWN 5f1EET
TWO WORKING DAPS
BEFORE YOU DIG JD/5W
9 OF 10
O 4L bO 120 CHECKED DRAWING NO.
DE5CKIPTION OF REVISION DATE CIN M W T R.C.E. . 39964 199 1 —D
APPR. DATE FILE NO.
PROJECT 5HEET OF
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w J J + / 24" CMP RISER
n� (.p NSTALL
u -
} 5av EXIST GROUND / Aga /�36" CMP RISER AN GRADE + 36' CMP R15ER
Q J > u PL tt� / 2.1996 O
HGL
p ,
1 8 0 UjLt
_ 8 m > o p i to In `n/ 'S!• N h�O , 5G�5 8 0
E FUTURE + m J J t� C� Q gEG / `p
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m JOINT v u o r ,� ,L m + `t _ — — — -2.50°10 3
UTILITY + ��?+ - - + �. h
TRENCH - �-/.76°$ v <u + v u- Ln� — 2 t 7°� C�
- - - 154Cf-5
r � PROPOSED �G! Fc9 _ � {�0GF5 Q,00 9Ff15EC- _
22 Q 0015 O8 {2 7 I INSTALL 142 LF 24 RCP
FLOWLINE OF -INSTALL
NGL V= FTIJEC 54 V 5 20 INVERT OF PROPOSED ( D LOAD 1500)
V-GUTTER 36 CMP Ri5ER _a79CF5 Co iy- 36" RCP 5= 0.0336
I Q ioo ` -
I 66f15EC.
17• 4 h INVERT OF �' —INSTALL 162.5 LF. 36" RCP.
305G�5 S c� 48" RCP -
-
\Nv (D LOAD 1 250)
_ 17.77Ff15EG
Jr
4 5=0.0286
1850 ,N 1850
�O SG \�J #--INSTALL 94.5 LF. 48" RCP
4 33 I CF5
INVERT OF
0 �= O / Sp (D LOAD 1 250)
6.86FC15EG' h �1 NL INVERT OF 48 RCP
60" RCP - 5=0.0109
� V IN5TALL 70.50 LF. ' INSTALL 9.1 .50 If. 48' RCP
INVERT OF (D LOADR 250)CP 5 - 0.0125
,
° S• /� 60" RCP 5=0.0138 !D LOAD 1250)
• V
4.9 INSTALL 307 LF. 60"RCP - -
�s
INSTALL ,3 LF. (D LOAD 1250) PROFILE
5-0.0138 - -
cc RCP - „ _
- - -
J4* (D LOAD 1250)
5=0.0 138 HORIZ. 1 40'
VERT. 1" = 4'
i
15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00
a ,
3�I ri
IN5TAL.L_ RET. WALL:-PEP, DETAIL ' _ : _ ® INSTALL 180 LF RET. WALL PER DETAIL 'A'
3'1 -5HEET t (M HEIGHT 6.0') 5HEET I (MAX RET. HEIGHT 6.0')
5EE SHEET 2. �� 7 6 J 6 5 9 6 9 5 . 9
FOR CON5TRUCTION INSTAL 4?..68LF } V�� 5 9 . . 6�p �•� 6 � �� _
- 4 RCP -
5= ►X71 SEE PROFILE ABOVE
°ato •. -
S R PROPQ5ED 5LOPE cp�h PROPOSED 5' V-GlJ 8 �o o -,� �� - ��' SEE-PROFILE ABOVE p J
0 0 <� op co FOR PRlJP05ED ALO S -
8 = 86 + Lr
Z (OTMp -GUTTER P I ) 8 m `n - O OF V-GUTTER - $ -' PROPOS 5' V-GUTTER
J
O 05
MNAGE/ACCE�S T- + N• WALL-4 TING ) + '� � `
: - N WALL 4 FOOTNG A5 + + k
3 EMENT MEET-EX15T. - 870 - f m . O N t` /8)
- E
F�D1=D T M
D TO • N O MEET
z_ �n 2
N N 7401 T55"E 1062.89'
- -+- - - - - - -- - - - - - - - - - - - - - - - - - - -
+; 24-
22
-7� � _ 4 f 4 I I 7•-5'
�L 0.. _ = 2
qNh . . . . . . . . . . . . .
-• - - _ �: •.: • , •- _-•• - . : _ _ _ - :•1 X1-00 •_- - - i • � - - : : : - • - - -. .• :• - -
f 5 6 : 14 15 / 23
/. 7 / 22
SEE SHEET 2 ' ` /
FOR CONSTRUCTION.
r . 3 16
: 4� 13 24
Ail
8 21 _
o r W
� • U WI W 'ems
NCE C _ — — — Z Co
f'
3 *
o
9 l 2• p v -
/ 20 _J
2 5 186c� -=
SEE SHEET 2
THATCHER ENGINEERING a Q R°F E 55/ CITY Of RANCHO C U C A M O N G A
& ASSOCIATES, INC.
4,� N W. y
345 5TH 5TREET, SUITE B. ATCH STORM DRAIN IMPROVEMENT PLAN
CURVE DATA -
REDLANDS, CA. 92374 9964 rn
(909) 748-7777 FAX(909) 748-7776 � ^' TRACT 16 100
O O R L T CONSTRUCTION NOTES: LW Cw * Ew• I2J3/ '�
_ "�. L STA 13+48.32 TO STA 23+95.00
A 74°35'37" 42.00' 54.68' 31 .99' F
Q` CRL1 f
O INSTALL 24" RCP (D LOAD 1500) �� _ - � Q- -d
O INSTALL 5' V-GUTTER PER DETAIL SHEET I elven W. That III R.C.E. 39964 Exp. Dec 31 , 2005
O2 INSTALL 36" RCP (D LOAD 12 50) �� APPROVED BY DATE: U
USA ALERT O9 INSTALL 24 CMP RISER
O INSTALL 48" RCP (D LOAD 1 500) REV151ON5 CITY ENGINEER "J(44 R.C.E. NO. 24953
CALL: TOLL FREE I O INSTALL 36" CMP RISER
DESIGN RECOMMENDED
4 INSTALL 60" RCP (D LOAD 1 500) I I INSTALL 3" A.C. OVER 4" AGG BASE A.C. ACCE55 ROAD
I-800-227-2600 I
SCALE: I"=40' OINSTALL JUNCTION MANHOLE PER CITY STD 319 12 INSTALL RET. WALL PER DETAIL 'A' SHEET I M W
DRAWN SKEET
TWIG WORIVNG DAYS O6 INSTALL JUNCTION STRUCTURE NO.2 PER CITY 5TD 33 1 13 INSTALL CATCH BA51N PER CITY STD 300 (W AS SHOWN) JD/SW
10 pF 10
F RE DI
O 40 80 120 ID INSTALL MANHOLE #4 PER CITY STD 321 CHECKED DRAWING NO.
DESCRIPTION OF REVISION DATE CIN R.C.E. NO. 39964
APPR. M.W.T. DATE FILE NO. 199 I -D
PROJECT SHEET OF