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C7 Nc)n 13279
IN THE CITY ®F - RANCHO CUCAMONGA
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GENERAL REINFORCING STEEL
WILSO AVENUE GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS 1. ALL REINFORCING STEEL TO CONFORM TO A.S.T.M. SPECIFICATION w w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
I
AND THE SPECIFICATIONS. A-615 GRADE 60 DEFORMATION SHALL BE IN ACCORDANCE WITH A.S.T.M. Z
A-305 AND BENDING IN ACCORDANCE z THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN
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WITH ACI 318 LATEST EDITION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE > < ` BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR
WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY 2. WELDED WIRE MESH SHALL CONFORM TO A.S.T.M. A-185. PUBLIC WORKS CONSTRUCTION CURRENT EDITION.
HIGHLAND AVENUE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
l DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE RESPONSIBLE FOR ADH E FA TO THESE STANDARDS AND
ENGINEER/ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH 3. ALL REINFORCING STEEL SHALL BE LAPPED 36 BAR DIAMETER OR T-0" 19TH ST. DEER W °` 0PROJECT SPECIFICATIONS.
THE WORK. MINIMUM FOR CONCRETE AND 40 BAR DIAMETER OR 24" FOR MASONRY �"
i CREEK Y 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE
I UNLESS NOTED OTHER WISE. w CHANNEL J OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS,
3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL WN ON THESE PLANS WITHIN THE
� ETC. SHOWN OR NOT SHO
ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER 4. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 AND
DISTRESS OF THE IVITH LOW HYDROGEN ELECTRODES CONFORMING TO A.S.T.M. IN ADJACENT AREAS WHERE
I THE STABILITY OF THE STRUCTURE OR CAUSE A-223.
STRUCTURE. RIGHT-OF-WAY WAY LIMITS O SO. PACIFIC RAILROAD IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
5. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING I RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE CONCRETE COVER. BASELINE ROAD
1985 EDITION OF THE U.B.C. AND SUCH OTHER REGULATING AGENCIES 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO
A. PLACED DIRECTLY AGAINST EARTH 3"
EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. CITY OF B. PLACED AGAINST FORMS BUT EXPOSED TO EARTH. 2" CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY
RANCHO CUCAMONGA. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF
5. SLABS, WALLS, JOISTS NO. 14 & NO. 18 BARS 11" VICINITY MAP 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
H WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN NO. 11 & SMALL BARS 3/4" LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED
THE VARIOUS TRADES COMPRISING THE WORK. VICTORIA PARK LANG PRIOR TO PAVING.
I 6. ALL A.S.T.M. DESIGNATIONS SHALL BE AS AMENDED TO DATE. BEAMS, GIRDERS, COLUMNS
5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER
PRIMARY REINF, TIES, STIRRUPS/SPIRALS
FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND� 7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
NOTES AND TYPICAL DETAILS. 6. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
BE WELL SECURED IN POSITION PRIOR TO PLACING OF CONCRETE OR TO THE CITY ENGINEER FOR APPROVAL.
WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN
8. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR GROUT. 6.
INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION.
STRUCTURAL DRAWINGS. 7. THE REINFORCING STEEL SHALL COMPLY WITH A.S.T.M. A-706 WHEN SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
WELDING. THIS REQUIREMENT MAY BE SATISIFED BY THE USE OF STEEL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
9. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING COMPLYING WITH A-615 PROVIDED THAT THIS STEEL MEETS THE
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AND SHORING FOR ALL STRUCTURAL MEMBERS AS REQUIRED FOR CHEMICAL EQUIVALENT REQUIREMENTS AND CHEMISTRY LIMITS OF RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIESRESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF A.S.T.M. A-760. W WHETHER OR NOT SUCH FACILITIES ARE SHOWN ER THESE
CONSTRUCTION. m PLANS.
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10. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE
W
THE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION ENGINEER.OF ALL STRUCTURAL AND FINISH MATERIALS. THIS SHALL PROJECT SITE 9• ESTIMATE OF QUANTITIES iS PROVIDED BY THE ENGINEER ONLY
ANY NECESSARY PRELOADING OF THE STRUCTURE TO DETERMINE INCLUDE 4 FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR
( SEE SHEET NO. 4 SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION j
FINAL POSITION OF THE COMPLETED WORK. SHALL
BEFORE SUBMITTING A BID. ANY ITEM OF WORK
TRACT NO. 13445 w REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED I
11. TYPICAL DETAILS AND GENERAL ON THIS SHEET APPLY TO ALL FOUNDATIONS BE CONSIDERED AS 1
PARTS OF THE JOB, EXCEPT WHERE THEY CONTRADICT WITH DETAILS IN THE ESTIMATE OF QUANTITIES SHALL
AND NOTES ON OTHER SHEETS. WHERE CONDITIONS ARE NOT INCLUDED IN THE OTHER ITEMS OF WORK.� CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM
SPECIFICALLY INDICATED BUT ARE SIMILAR CHARACTER TO DETAILS 1. REFER TO THE FOUNDATION INVESTIGATION REPORT WHICH IS 10. AND ESTIMATE OF QUANTITIES.
OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE U 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING
AVAILABLE iN THE OFFICE OF THE ARCHITECT. Y
ENGINEER. PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL
2. ALL FILLING, BACKFILLING, COMPACTING, AND RECOMREPRESENTATIVE
AF THE
SHALL W BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE
12. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE BE CONTINUOUSLY INSPECTED BY A REPRESENTATIVE OF THE SOILS OR NOT AND TO PROTECT THEM FROM DAMAGE. THE
Q E UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON
� TH
SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ENGINEERS AND MUST HAVE A MINIMUM COMPACTION OF 90°b OF THE (V TH
ALLOW tit11TWOINIMTO WEEKS FOR REVIEW BY THE ENGINEER. MAXIMUM DENSITY 1N ACCORDANCE WITH THE PROCEDURE SPECIFIED F- < CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR
IN THE SOILS REPORT BY EARTH RESEARCH ASSOCIATES, INC., 0 REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION.
13. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING MARCH 5, 1987 W 0 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF
CONDITIONS IS GIVEN AS BEST AS POSSIBLE, BUT WITHOUT GUARANTEE J, ' 17.87. =
OF ACCURAN'CY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE V PIPE OR CHANNEL.
DRAWINGS THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE 0
PROPER REVISIONS MAY BE MADE. MODIFICATIONS OF DETAILS OF 3. DESIGN BEARING VALUES: a
CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL SPREAD FOOTINGS 1800 PSF DA- = L.L. + LATERAL = 2400 PSF D.L. +
OF THE ENGINEER. L.L LATERAL.
CONT. FOOTINGS 1800 PSF D.L. + L.L. + LATERAL = 2400 PSF D.L. + L.L.
LATERAL.
ALL FOOTINGS SHALL EXTEND AT LEAST 18" BELOW THE LOWEST
ADJACENT GRADE AT EXTERIOR FOOTING AND 18" BELOW FINISHED
CONCRETE FLOUR LEVEL AT INTERIOR FOOTING. +
4. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE SOIL ENGINEER PRIVATE ENGINEER'S
TO INSURE THAT ALL FOOTINGS ARE FOUNDED ON SATISFACTORY SOIL. _
1. CEMENT SHALL CONFORM TO A.S.T.M. C-150 II OR TYPE V WHEN HIGH NOTICE TO CONTRACTOR
SURFACE SOILS CONDITION OCCURS PER SOIL REPORT. 5. ALL ELECTRIAL AND PLUMBING MUST BE VERIFIED PRIOR TO POURING
2. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT OF CONCRETE SLAB.
CONCRETE AND A.S.TM. C-330 FOR LIGHT WEIGHT CONCRETE. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF
3.
INDEX MAP AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
LOCATIONS EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR OF ALL CONSTRUCTION JOINTS OR OTHER TYPES OF JOINTS,
OTHER THAN SPECIFIED ON PLANS, SHALL BE APPROVED BY THE IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE
ENGINEER BEFORE POURING. SCALE 1`-200r UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
4. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WALLS,, UNLESS PLANS.
CONSTRUCTION NOTES & QUANTITIES
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
SPECIFICALLY DETAILED. �� OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT
5. R CONDUITS PASSING THROUGH CONCRE ( j r- INSTALL 42" RCP (D-LOAD PER PROFILE) it ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC
WALLS SHALL H ST IPES AND SHALL �� V� IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY
WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
BE PLACED ONL THE DRAWINGS AND CONTACT SAN 13ERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION (�- INSTALL 75" RCP (D-LOAD PER PROFILE) nlCS CC DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS`.
E WITH THE BUILDING CODE REQUIRE AND FLOOD CONTROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- `//_ h((AJ ZLZY�^I� g
6. FT�IR.�� nFTcil S FO L"�ATIIIAI I�}OfnTTt STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) ( 13 r- INSTALL 108" RCP (D-LOAD PER PROFILE) (57 GP Q(��C�C-��� THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE
(714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIA `/ CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE
92415. GO---- INSTALL 24" CMP 2 2/3 x 1/2 IN. CORRUGATION-WALL THICKNESS=0.04" 410 4p 'OCCUPATIONAL
AL I SAFETY AND HEALTH REGULATIONS• OF THE U.S.
INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERSO.
7. CONCRETE SHALL HAVE A MINIMUM 2S DAYS COMPRES5IVE STRENGTH OS -� INSTALL 36" CMP 2 2/3 x 1/2 IN. CORRUGATION-WALL THICKNESS-0. �C� GR
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
PAFc, AS FOLLOWS: M�� RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
PAD & CONTINUOUS FOOTING 2000 PSI (G �- INSTALL 90" CMP 2 2/3 x 1/2 IN. CORRUGATION-WALL THICKNESS=0.109" 71Z GP Z CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
`J �N`�.. Oct GA%X'er PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
COLUMNS, SLAB, GIRDER 3000 PSI UTILITY CONTACT Z NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
WALLS 3000 PSI � CONST. CONCRETE SPILLWAY IN ACCORDANCE W/DETAILS ON SHT. NO. 2 ��� C�
� SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
S COMPOUND EXPOSEDCONCRETE
PERRMANUFACTURERS RECOMMEND TIIONS CURING
CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS PRIOR TO EXCAVATH)m `J SHT. NOT. .
REINFORCED CONCRETE HEADWALL IN ACCORDANCE W/DETAILS ON HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
` WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
a COMPLY WITH A.S.T.M. C-309. OTHER METHODS OF CURING MAY BE � NEGLIGENCE OF THE OWNER OR ENGINEER.
USED PER ACI 308. THE CURING PROCEDURE SHALL REMAIN IN EFFECT GENERAL TELEPHONE COMPANY: (800)422-4132 ( 'J ?- CONST. REINFORCED CONCRETE HEADWALL IN ACCORDANCE W/DETAILS ON
FOR MINIMUM 7 DAYS. 280 SOUTH LOCUST `J
SHT. No. 2
P.O. BOX 2920 m CP
@@_M_L�P DETAIL
9. FORMS SHALL REMAIN UNDISTURED AS FOLLOWS: POMONA, CALIFORNIA 91766 --- CONST. REINFORCED CONCRETE HEADWALL IN ACCORDANCE W/DETAILS ONrs-
24 HOURS WHEN SUPPORTING VERTICAL SURFACES. `J SHT. NO. 3 ��
7 DAYS WHEN SUPPORTING SLAB SOUTHERN CALIFORNIA GAS CO: (714)529-2070
`4. 15 DAYS WHEN SUPPORTING BEAMS AND GIRDERS. 2191 EAST BIRCH STREET (714)529-2889 (! INSTALL PREFABRICATED BRANCH SADDLE 24" CMP HORIZONTAL TO 36"
BREA, CALIFORNIA 92621 VERTICAL ( ,
ABOVE PERIODS MAY BE REDUCED BY:
A. 50% WHEN TYPE III CEMENT IS USED ( 24 HOURS MINIMUM). CUCAMONGA WATER DISTRICT: (714)987-2591 a'� CONST. BRICK i MORTAR PLUG 2 ,
B. PERMISSION OF THE STRUCTURAL ENGINEER WHEN TYPE I AND 9641 SAN BERNARDINO ROAD /�
II CEMENTS ARE USED. RANCHO CUCAMONGA, CALIFORNIA 91730 ((3 t- REMOVE EXISTING 72" RCP 1'j US DESCRIPTION OF REVISION GATE CITY
APPROVED.
a-- REMOVE EXISTING 90" RCP 4040 � INSTALL 8" PVC CLASS 160 PIPE
�s INSTALL 1/4 TON CLASS II RIP RAP W/CONCRETE GROUT IN ACCORDANCE �- INSTALL 100 AMP 460 VOLT DROP HOOK-UP < «,. CITY OF RANCHO CUCAMONGA
ESTIMATE OF EARTHWORK QUANTITIES W/DETAIL ON SHT. NO. 1 tqw
(ZQ}- INSTALL 10" VERTICAL TURBINE PUMP MODEL 10 HH 1 STAGE W/15 HP - w,�+
INSTALL NO. 2 BACKING CLASS II RIP RAP `g� S(i VERTICAL HOLLAWSHAFT 1770 RPM MORTOR. DESIGN 1500 GPM AT 22' TDH ANrettlM /fir« C `�vC
CM
SET HIGH PROBE ELEVATION 1341.5 AND LOW PROBE ELEVATION = 1339.0 Cf ((7 r INSTALL 2 TON CLASS II RIP RAP W/CONCRETE GROUT IN ACCORDANCE W/
DETAIL ON SHT. NO. 1 � ( - INSTALL PUMP CONTROL PANEL 440 VOLT, 3 PHASE W/LIQUID LEVEL rrrc�
excA /Ar�V �eR /� CONTROLS t
/�� �/� �u INSTALL 6' CHAIN LINK FENCE PER SBCFCD STD S.P. 151C IN A<kte-H/ off'`OU1`�1 0 �M eah eu(V 5+�..ctr�►•:w.1a
LYON av-ewma `m _ IN `s` `/ ACCORDANCE W/DETAILS ON SHT NO. 2, ATTACH SIGN (PER SAME DETAILS) ` 1 v< <•z'w
�C4�lN nv,ow C?. TO CHAIN LINK FENCE SPACED 400' APART AND AT EACH DOUBLE DRIVE TRACT NO. 13279
/cc W I LLI A M LYON lea?ivican,� GATE z p 4p
RANCHO•lds CUC WOWGA.eALIFOR A•na• O o- CONST. IACFCD JUNCTION STRUCTURE No. 4 IN ACCORDANCE W/DETAILS APPROVED BY. ! Z 8d
SHT. NO. 2 4 hilt DATE
QRpFESSlO�� /4 42
C. CITY ENGINEER R.C.E. NO._�
a- CONST. LACFCD TRANSITION STRUCTURE NO. 3 IN ACCORDANCE W/DETAILS , Q��' Mof► ► DESIGN
ON SHT. No. 2 Z Girl � � � � BENCH MARK B.M. 1638 RE n IN N
ELEV. 1297.297 . °. .� �Lw:..NG � Go
4K
MORSE CONSULTING GROUP Z! CONST. REINFORCED CONCRETE DESULTING BASIN/HEADWALL IN ACCORDANCE tht °C �• � 24 EAST OF ETIWANDA 4860 IRVINE BOULEVARD,SUrrE'201
W/DETAILS ON SHT. NO. 3 4K E>P.9-30-N * AVENUE AND 40' NORTH ORAWN IRVINE, 7L3007R7IA92720-1999 h A SHEET
PF PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE N&20596
9 CIVI ��� OF BASELINE, SET BRASS *
4860 IRVINE BOULEVARD, SUITE *201 �OF CAI�� BENCH DISC. IN TOP OF
OAbivi � Of
y IRVINE, CALIFORNIA 92720-1999 NE END OF A 4'X2' CONC. CHECKED �?��fOFCAUEa\ DRAWING No.
I - (714)730-7117
BOX CULVERT. DATE ILE NO /�4 -D
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1
For Outlet Set Standoff �`e
/PlOin Of ItinfOrCed :• /I' plans , '
C01Cn BOtm I �`�••~
I d'Or e5 o suit
concrete pip* or CMP Main Lm* ° . r cond:rtont h \
r
J I D
-_ I
ill See No«_4 ,p 'Cotcn basin Floor
t s Plain or reinforced
1N- 1 <ao
o, /,/ i l-5ee No+e 7 Set Nore 7-,` s•. cont plot or C M P ` 1 ` I
J_A !� I �_ \ PLAN 1 _ at" --
��, MQ lt'O.C• I
Sodding of ; � �. -QI .2o-c-2oo0 - ,
initl plpl---- 1 ' mind / Cant. lnCOSlm*nt wr WA?'
BOddAI `y Z Connector p.Dt CVir r (Sr �! lZe
wfh�420-C-2000 / ,e. .e ..,. Elev S A See Note 4
concrete of \ e•':o_ see note 3 4,.Mtn-+ ,•••- CI•s."c"mortal �ry� �� •' �� -- _ • r
compact set to .• . __ '
I I_ 4Ig r N Z�ar I
relative density •�• •. O _ ` �� T a•• Q,, Q
required by i G ;:�. j!
\ 2-�q lcu+�rt 1
specifications-' / )Pip* beading_, a CASE 2
e:•: •'•b.'•.� . :e•': Noss An connector pipes (wtrn:n +ne angles sDsctt,etl for Case 2)
Undisturbed eorthz--_7*\\ ///��� Shoff be snCOSed when laid within the main line e.covottd _!
I
trinCh, Or when laid on 1,11 wMth hat not been dtnttl:ld HEADWALL SECTION B-B SECTION L DETAIL SECTION A-A
CASE I NOTES: CASE I AND CASE 2 CASE 3- SADDLE CONNECTION NIS
Main Line I Angle A shall be between 45•degrees and 90 degrees and NOTES: CASE 3 tN�
D shall be 24 inches or less For smaller values of A and I Connect-ons to D-Des 21 inches or less a omelet w snout
IOrg*r values of D,use appropriate standard•structure. junction strut}"•es 0• precast v branches "oil be mode
r
Clot$"C" mortar with SOOd!et
2 In no case shall the outside diameter Of the inlet DIDe t■- 2 Trim Or Cut Saddle to fit snugly over the Outside Of the
a teed One-half the inside diameter of the main storm drain main 0 pe, and s0 its o.'S _,i n In
t b! 0 e ^! and grbtlt
V ' of the connecting pip*
3 Center line of inlet shall bt on radius of main Vorm drain 3 The 00en tato the
1 ng PiDt sn011 be cut Ontl tr,mmttl t0
t}o.D I ' I etcept whet* Elevation S Is shown on pr01*Ct drawings fit tn! sOdtll! So !hat n
,... -4.' a o part ■,It prolect wllhin +nt Dar!
Min Of the saddle p'De la,
4 The opening into the moth storm dro.n Shoff be the outs-de 4. The connecting ptpt shall be supported of shown n Costs
O.D_' I 17 ! diameter of to inlet r c or 3 inch 1 and 2
mantnum ! ! pipe plus one inch m mmum '
9 Sts t3�t
IL
Pip*bedding 4__I 5 All corrugated metol PID* and fittings %
` th011 Dt gOlvanrJ*0
d o -` �-
6. If Angle B is 45 degrees or Itis, use Cote I. 11 Angle 8 _ ' '• ,' � 2-�'d'a
is grdoter than 45 degrees, use Case 2 G36[•O
SECTION C-C SECTION A-A '
Burn or chi
CASE ( 7 Pend of connector pipe }lush with inner surface •�'' M4�lLbC
Of mete pi DID* Round *ape of concrete p pe or reinforced ~ " �, h^�AS
concrete DID* ,
OIL
t�7j'�r
d 8. Station specified on &owing$oepl+es of the ntlrsect-on of inside [NII
V
watt of mom storm drain and cMttf I,n* Of inlet pip*. `y N 2'4�•
Tt
z a�
a'sssa• `��'' � �o
N
!9 JUNCTION STRUCTURE N0.4
TAIL
HEADWALL DETAIL SECTION B-B
Nrs �vrs
f
f
d „ C "'e bw••, I i 0 Alone -A Miv
- --r
v�� :/ / � It�gvow.LQ.t �.�.� .�•... .-{e+.i=F-- '�•'�.'.�.' Fr
/tett./. Aram,_V �• .,.�.. I - t •. .
1� ta.alo,
T' w/ I+✓/ / 1 j fs e..e th 22.00' pp• ,
' �}-b} � �--�-ISI -�--�-�--l- I�� '-.:. .". '. ;�:• ::. .;.. - � � � �1. ,�
O 17!"t� f I Q� ►:.•'.:�, .;; 'I4•/earhoth w�, fiat Q ,1 ,$ a • 4t [r- •g
} used when B n 60 or rwr. V g (V N
I+ I $ f SECTION N-W-N"'
N N
5 1 1 1 I I I I I I I ISI I I lili tj - PROJECTED ON M-M-Ne" G' t1C1��VlO W11M I Cy C' 1 " (�tG+� WWtf F+-+
TABLE
I 1b^d�r»arruta m ersd NOTES
M N' Gors/rts SPILLWAY DETAIL
PLAN D, f q 1. VALUES FOR x, S. x, Dr AND Ds ARE SHOWN ON TME � SECTION D-D
or or � U PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE Nrs
B r 5 SHOWN WHEN REQUIRED BY NOTE 10. N�
moa
° 2. q SHALL EQUAL 3000 PSI AT 28 DAYS.
r s
O Iartre}bar* r ,� 0 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING-
4__
fi=r •. . .' •... .... z c ING LINE.
4. REINFORCING STEEL SMALL BE A MINIMUM OF 1 1/2" CLEAR
j ,D 7 FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN.
r LONGITUDINAL BARS SHALL BE 113 SPACED @ 18" OR LESS ON
I ( 1 CENTER.
S' 85
y U h 6 PIPE MATERIAL LIST FC2
y �,° 5. ELEVATION X APPLIES AT INSIDE WALL OF STRUCTURE.
a- s1.rt.•rst ar,oe. (C R9) r
w-o- sp•ow �- o Is• spa•.y iia-ap sm-0
t 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS Twre01 R«, •wa rwe pew01 t•raM ew ewe t.g.• I ttfe01 eM .wa Tr•N pei•I Tt•re01 ReM ewe Tr••�pa�•r Orerwptr Uernar•r OrarwaSar par foal
I , - �--- Inst».) Mcfy L N 0
I 1 r ;clr�� OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE L� ��� /L�
iip '7. .:,: '�I I OPTION OF PLACING AT THE SPRINGING LINE A CONSTRUCTION 2 y� we .f-d gra ,Yi`wew w• ■ II-0"s/a _
' "�•' •'': ', + i JOINT WITH A IANGITUDINAL KEYWAY. NIr p•M «rf per tap *Wr hN rnf *air eN l . open wA�Coo Ia•w � Poo
e•w Y 0"Me i '/0 660 13•U 2?7 TRESPASSING
to. c� I
wI•rI�e. n Dit)wrys tv k " t p .•r. figs �s�to a*rwr* staNireo a•r• Mt �. •.w «• •re r/ !00 i10 2 TZ
wad n✓Iavl L7i a go'srnienl. o v v 7. THE LEMGTH OF THE STRUCTURE MAY BE INCREASED AT THE 's"ww .«s a'+N ;yeti` e 'ae �.,. rN•.t . VIOLATORS WILL
'0 OPTION OF THE CONTRACTOR TO MEET PIPE ENDS, USING D k r�wo+40 a* " % «• rias a to".t �`.; ;` � /, __ L };�y Nt
:•e .r.fill r • �-SeNwn ,r/;.I 2.0 BE PROSECUTED
LONGITUDINAL SECTION 1 c BARS IN EXTENDED PORTION OF SAME DIAMETER AND SPACING I 'o" %}'• ,>' ' �`` `' r''' sr Ii'rae• ee ? '.,e T.werew RN jy:'
►� AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE ::. I : 1>' '• :};: PC 802
t It' e a'•: :'Z.r. *• «r• figs r::. one f nw.*. t sg•nM••1 .i ' �•.
LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. % SIM tag res ai K y} ''^ `fs t 2 379 1(My 365 THE WILLIAM Y
7y .i` tete • I• tMf �::. :' ,i.�.. Irerof a socf •:3' tr ti •4. •:::.'4 !.•..
V. L:.:'''?':' LYON
•ti :. ':; «a* gee• �`•:' 1r.•..;' COMPANY
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE UNLESS 12 ■1-am K'!.''} S { aha y ':' •O1r"ea11O,h tMtNl :•.?, r"r: 'i•, ` 2h� 2.79 2469 97!
N ```
OTHERWISE SHOWN ON THE PROJECT DRAWINGS. hjti\.' ;; tp g•rw* „M rwr«r'
•r re'w.. •e y, r tr•.f t=- }:'` 1 I :. Yew
�[ i•~. t:" �': '' ::`: •< 3000 io•• 79• BLACK ON WHITE
CfeM bow /efts�iKr •. I 'f •,4'•} «q w•rf Np «r. hN } `. ••':` rl N
��\ • •'?' ewetw hna tow-C ••• I8 X 18
...: •. ..;� � h.•.
9. WHEN DIMENSION C IS NOT SPECIFIED THE SPUR SHALL NOT ------ -- - _-
�w
Mc'G • �7 � ? BE CONSTRUCTED AND i B BARS SHALL HE OMITTED. Y�'ba T•waa.Red v'Craw.- N ^� � ��-d - -
�� tDt..o LINES 192-3"
tfawer• Mr to.• vt C,•wn ` 3 I/r •000 !34• 1 n
�� «M O.11Wre•te M*wf.Mr «1f swreMf 1 oaten" *t net w«g town [` LINES 394-11/�
eS �A dz . 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN 0�1 :1 •M lirtwp-m9O war• •1 tre" fwwM Oi ww" ssoo,h
Irtpe01l 000 wIr«ro• ;, flew. f,rw•f 4 4500 402• 10.71 "
PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE "''' ✓. ;•, r I:',
RADIALLY. WINLETI I� t r•c011
WHEN _ t LINES 5 6 7�-
PIPE ENTERS MAIN LINE OTHER THAN J to a«e«.�Ttercto R,M 12•we«O -- t--� sa a O N'w•« O-r -1 • b•25 •O•! t•17
RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT •sa .0 O t.te•w i 1
DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT • M « O '"' w e""e"""'"' TYPICAL FENCE DETAILS
• •i?5 7" 1•15
TRANSITION STRUCTURE N0.3 GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE ERECT =
IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT GENERAL NOT=
zo DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE b-� Cf••r vara• ,Y-4Y r• 2•'-O' rpt_p•
FOR FUTURE CONSTRUCTION OF INLET PIPE. IO" ed "to
� rte • ry
DETAIL ''-' I Ito wea`•e t• w- M 1. ALL CHAIN LINK FENCE MATERIALS FITTINGS AND INSTALLATION
3 rt wet. w t!'• ha era *01• wpg era *elf r•p• y�[y� h now ala,r- t►• SHALL CONFORM TO THE LATEST EDITION OF "'STANDARD SPECIFICATION
I ter• IfN«n *orf cy • • gust ro., t• ►rgrae -- urfferlyr /T-p tilt• «M *01v cep I FOR PUBLIC WORKS CONSTRUCTION" SECTION 206-6, 210-3 AND 304-3,
at 12~wc fe MN } I EXCEPT FOR TABLE OF MATERIALS IN SUB-SECTION 205-6.2.
Ilk 2. THE FENCE FABRIC SHALL BE 9 GAGE UNLESS OTHERWISE SPECIFIED.
1 f CW Orr re.
rt*as 1'RIrr1 v Cr,e,n•gee, . ,. rt «• T•waew Rea r; ( 3. THE FENCE FABRIC SHALL BE PLACED ON THE OUTWARD FACING SIDE OF
} of 14'wan 0 r•. . . A �l`'' Irtpl a"t e" .:Ct'r: �' w•M NwneMe h*ftww 1S`'. r
end f.rhgt(see her•et ti ' , f,. a :' THE POSTS, STRETCHED TAUT, AND SECURELY FASTENED. CITY
DESCRIPTION OF REVISION DATE
4. CLEARANCE BETWEEN RIGHT-OF-WAY AND FENCE FABRIC SHALL BE 6• APPROVED.
f: , •J �,•:':':'.` ' i r I 2��.: <' UNLESS OTHERWISE SHOWN ON THE PLANS.
M ern we •0.01 +«ren , .•. ?- 4: t
�1,69
5. ALL GATES SHALL OPEN INWARD.
6. ALL GATE HINGES SHALL BE HEAVY DUTY MALLEABLE IRON OR STEEL, CITY OF RANCHO CUCAMONGA
N te"•e , ' t_ eferw I•n■ feMtc '?•!�.
- S INDUSTRIAL SERVICE TYPE 270 DEGREE SWING, NON-REMOVABLE, OF
wr to w:r• tiers 40«01 s goof Tt. lw"s re top. I"^' ' p,w,*« oiled C~ o 11 Cr ww�` « APPROVED QUALITY AND DESIGN, AND SHALL BE FASTENED FROM THE �w�' M
post-•weft .I/oe.at Of oomffe ewe wtefors. etrf.weg►f INSIDE. �F 1/ low C\/b'w �CV�3/ •VC1V((Y
' to crew• .•,w e C 1Y are«4 1 :+� vgwa nfrsf 7. SECURE GALVANIZED CAP TO POST WITH 1/4" GALVANIZED ROUND HEAD
NM• wr.• r,.t of tree t{"«« O
metra• grape re%OM*•0N •e" :�•. 'I .I I (0►pc011 - RIVET.
•• err•croa h the Enrwo« DOU13LE DRIVE GATE DETAIL J. Ir*a«o 8. ADJUSTABLE
MUM TAKE ENER,SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING A
9. CHAIN LINK FABRIC SHALL BE INSTALLED WITH KNUCKLED FINISH ON & )Cee 1� R,ewm S�M deme"
10. DIAMETER SIZE OF LINE, INTERMEDIATE, CORNER, END AND GATE POSTS `t�
TO BE AS SHOWN ON THIS STANDARD PLOT, UNLESS OTHERWISE TRACT NO. 13279
SPECIFIED.
CHAIN LINK FENCE DETAIL 11. 1 7/8" X 1 5/8- H-SECTION (280 LBS:) MAYBE USED IN LIEU OF
1 1/2" NOM. DIA. PIPE (ala LBS.) FOR LINE POSTS. APPROVED 8Y: 0�4TE:
• l�
ESS CITY ENGINEER
QFt 0� R.C.E.CNO.If-9�
M��`'� BENCH MARK B.M. 163B DESIGN MORSE CONSULTING GROUP R cM1.��JcND D
�-r. rI.rwwrwt] . -rwG-11VURrwr: • .W anlr.r7NP. ',e'� S ��
C* ELEV. 1297.297 _-_om;w,wBOU ,,,l�.;;;m"m e E Cry
No 20596 24' EAST OF (t ETIWANDA „""�`;1G;`I ,, h� �r C
AVENUE AND 40' NORTH DRAWN y ^ T SHEET
* up.9-nn* OF (t BASELINE, SET BRASS ft"
CIVI �� BENCH DISC. IN TOP OF CHECKED s/ 'V} ��,\� -2--Of_G
�lgjf OF CAI�E� NE END OF A 4X2 CONC. CAUF4 DRAWING NO.
BOX CULVERT. DA �,E No
4 ar 7V=kC C'L.V
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l'IOIA. l'��V . 11�O�C<<VI'lNr3 �.-, al or-
NOTES
1. IN GENERAL, ALL CONSTRUCTION MATERIALS
AND CONSTRUCTION METHODS SHALL CONFORM I I r ll�' C olie'• a00P.r
TO PART 2. 6 PART 3 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION, UNLESS �.
5z, / �� I i.-• •.i
OTHERWISE SPECIFIED. „r „ / 11 / `� I ••---� e,�m
2. HEADWALLS STRUCTURE SHALL BE OF 564-B-3000 hl V` j V I Cl"`SM Pwnpi'g Plant Panels a"'4°Cficody�kw oil�'PPli`ation.AN pmb sm svPPw"'�a"�blade.fund. Fongi•,,,a
j"K�' ` �{t'' discoalect switch.This line of f plant pmb feaimmoz .,-,.
CONCRETE, UNLESS OTHERWISE SPECIFIED. / / I a Rugged spring latches for easy access without a tool •UL listed for use as Service Fquipmcn for Momw l7_
•Side FROUn"COM01 UndS for convenient operation •Extra panel space for additional electrical cuntrob " •J ,-.,
3. HEADWALL AND PIPE SHALL BE PLACED AT A S M��• l�1�: 3a �a a�� �' t�X� rN� •Door retainer for windy areas •visible blade disconnect switch with copper Imp
LOCATION AND ELEVATION AS APPROVED BY THE (=jC4. SCC .� ?�'MAl( • / �• �• ( CA�'C
ENGINEER. A1ja l�h'=e r,_&V-r6kt t� C!tK�N� ( I I • «.vxn s+w. s•«rs.s. 2rnoxsutn owENstotts R•..�
1V TC�AN 'l '- - . _ tow MIN.M.P. N sift
A" .A Tm rr,� • a • e s [ r • 11 J k l r • s i r
4. FENCE CABLES SHALL BE CUT AND CONNECTED a t / / / ftmo- �� Mme'• u tM 7LM ,w 1J• w XM )7�• 7M i,• 1,7 117 :,_ ..
7.5 1 30 we I.5m 7••a. WD-� 1 1M 1►M ,M 1•I1
TO EXISTING RAILS AS SHOWN. DIAGONAL BRACING 2�4 S � O � ���� �t� :� ,s 1 w wo/-am ••w 4747" m "' "' "' •" '" "• 7° °/ �' �'
.
SHALL BE INSTALLED ON EACH SIDE OF CONCRETE ( �N { to , ,a wE,•s: 1300. w" w ••w law w 1..77 sw 95.31 7.95 1I• w a« w ,•e
[IEADWALL AS SHOWN. EXISTING SHEET METAL a C3 .l �tG ISZ :; �S«: gK t t� y • � 24% 110.7
`�� V�IC�r{�IT • • I CZr..���T so 1 100 wF,-9Y 7130. k, W 1p• fit an m 1711 IIo7 In 76 r• 07 a 78
BACKING SHALL BE REMOVED FROM AREA WHERE a fjfs �7(�g I CGAl�1 ( �` �' &nreocv 42 C-') I ,o 1 30 wCl•s1• ••s 1;,N j
CONCRETE HEADWALL IS TO BE CONSTRUCTED. 2 CG1r "'r= Nee "~ 4747 " '• "' 4747 "' "' "•
All'CX.(Nc0 lbll� I C n wa-5zo
so WE3-S2 13= W IMr m 7N IM 1•M 17 ]•• .... .... .... ... .... ... .... 7•
1 00 1 .,.. �.!1,r.,
1 100 1- ,117. : „a° 14
.. / ,00 / 100 wF131 1.7,. .... .... ... .... .... .... .... .... ...
Z Com- (n-r) ..__....// ~ ` - xwl 1 ," aw 795 7u• s1s •w 713 w
. .
rCr° r rtt r _ �or-, r..11 ,t ... .... .... ....
G �/ 1 ric•mCl1d•a" N ri•I•ebr•ie•ell • eaM 1,•Ir ''^j• Y W 3106 111 w !•1 DOW M7 Its
_1 >•VrMMp at!•..ad1. - '" .... .... .... .... .... .... .... ... ....
•� w ta.•• aea• aw aam •a•• alas ,w
•frw e•F••311 rnN 1.311,•••ial•11•F•1••Ir•Nim debt•r••• lop wC3.n a•I a
W 7795 rM !w 311/ 171{ 7N 111
=1 AI.Mew we UL Nalco•1w 1•.195-"SUM •or on•ate
�� • ABLE ONLY Foil USE AS EEnVICE tMU1R trrll.l.e
#4S lSOC. ter 0 �� "�
U , t,
zwo
INSTALL 2 - 4'X8' 26 GAGE. MIN. CORRUGATED OR 24 I
a GAGE FLAT SHEET METAL BACKING BEHIND EXISTING PUMP CONTROL PANEL DETAILS
x ^'
`� COyZ �-- f FENCING AND HEADWALL AS SHOWN. PROVIDE 24'
mfg 3.0 - VERTICAL LAP. TIE METAL BACKING WITH NO. 12 GALV. W.W.
CKi:1NNJ4M OZ - WIRE ALONG TOP t BOTTOM CABLES, ALONG VERTICAL
l=COWGlhts3 �. 2S LAP AT 18. O.C. (TYPICAL BOTH ENDS OF HEADWALL)
Wvk*46 10
VC-&T-
DETAIL A i
v *48�,I,fra I G
1647
0.'Y lr.4• 45 F_)i0 Gt33 0..o' I
_ h 0t;
DIA.1 HOLES
6G4
Z= CCXVCIr& 2.+0`01�+�" tAt6 COKt-G1S E'V6Vt - CL p�P�l� ECR ANCHCR acLrs
i
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1l�lNea S•, MCS'-�Ntll1,C;
SECTION E-E3 tw veacr
a
GONbUIT
t��l^�'=2"�' �'•i!�cQyVt'1rr.ri � P + j�4Z-� 1'UV a4-.Zfi
lSrEfi° !Nt$Ccl TOP VIEW
` � L
it Otis"C_VQl4DWl4CG CLOSE OUPLEQ
t l" 2Gt"04ft'b
t:C. Ct302.O t
ABOVE BASE OISChiARGE
TO FACE OF FLANGE
!Q�- L T� I !L� �
�p•QQ� m O $ v 3 URZ FR. WP-1 TYPE_
j , 14 1SM.P (,o Cy. 230-41,0VOL
TS404e to`C&I-
s,0�lw
el.00 - 1 Boo RP.M, 3 PH. z Sal TP FRAME
CGY�. cpOZ: tx o 0
Cly o
I/Ay&S 4 cs m X904MG.Mil& caro her��v txmr SECTION B-B �
1:1 e01^�A� r�AeF • cA 66 em"wtiv wenn►- SECTION A-A. �.o .�'`=
YvC'G.c� t30rN C-N�S Cyr�C3rc�Ce CYcr ANr GPSs CX•E?C13r G" BASE To of rnscHAR��
Crr�r�cu�v cAtoto- zz�srcanr ;y 3�," -�•.y-: .•: gxsxlts DISCHARGE H�►o
Cmoe 01mm-nww^u- ® It O.D. TOP COL. FLANGE
'Iry to
FT
#a (2~OC IQ' /q-73',
C-A.WAY x" 13'/,' MIN. FLOOR OPENING a
exmr n W - Q tStNVt_� �9l a COLUMN
V��•M` r• (r /l Z► (,� 3 � (j�GV�I ( r 10 HH BOWL UNR ASSEMt3LY `
G`A�92"O1KY,t I SC1�+G��V MG�SN
MQS 2aOC �rY!`J I sTAt;
• i
Ste?�Sl met?t4'•ItC3 6K.WAY � 9%11 O.b.OF BOWLS
AG Ft'OW(V Ch+AtMNr:�C to�Y"
s SUCTION RFLL
' C•COVYClN�
a• � +► ,• + 0.2' Q1A•
a,. ea% .0
7'/i'
DETAIL A
REINF, FLOOR DEBRIS SCREEN
r�� ;r�rcu-l��=r� ►r� SLAB OVER 24" CMPDETAIL B i
wjrcc= wjrl',r &)Cvra"m
N0•t2 Gov weme (rt• _t c�jc �C v� ! ttiG
6t302'tY GiNc0.S GC cYG�AegW�e1GG) VG=hZ�lCl1[. move-a !-Ce V A sV =
e%Zvrc:ck% c' =Ae"e- -NCe"G
A('V&eVC 1 Ae4, ANc0 IW&W-MO
Gr-Ac--remrc-s rr-werc•m
Z*N&1'�G'0eremAse%W 0II&O ` 0m DESCRIPTION OF REVISION DATE PITY
r-c-c�rrN� werKss (rr�r�orw 21
CONCRETE DESILTING BASIN DETAILS APPROVED
CITY OF RANCHO CUCAMONGA
DETAIL E ---
a &INS.
ca t �►•vr�crc. Q�oFESS1
C.
Co
%. m% n1al�I'cY IgQICt2'<Y �Sc't�CYtT dJh't1lN�SrLS7ii'FhS
Exp 1,11-30-N * TRACT NO. 13279
- OFV1 �\F / L p
CA APPROVED BY. DATE.
CITY ENGINEER R.C.E N0. ZA
BENCH MARK B.M. 1638 DESIGN ft MORSE FONSULTINC CROUP R o EN o
�rrwnnrnr: ,NI:INF.I:aINf: • .s/1a11:1'INf. Q��FE$$la,•, z �V. ..{st
ELEV. 1297.297 � ,, - Qua `�r C.,yo�Fy _ Lit 1
20 19"
24 EAST OF t ETIWANDA 47/)737117 r"%11'1�'721e �'
AVENUE AND 40' NORTH DRAWN �_ h No.I1r1� SHEET
OC LV�% A
OF (t BASELINE, SET BRASS WS." * of
BENCH DISC. IN TOP OF CHECKED ��fOfC��\i °�a\! _DRAWING NO
NE END OF A 4X2' CONC.
BOX CULVERT. DATE -__ ILE NO
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D.2z Imw srM
�--- lrAu �►-�� SII 11 �s �1 _ _ _ CITY OF RANCHO CUCAMONGA
1' f
_ rtvrt�t�lrrt�: vr�ary tv
, .
- -- �N
►NSTALL 2 To�+l C,, pg5 RIP
N ACCD AIuC�L w � { ( _ — � — �- � - � � CG �oori
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S#Ezr ju o. �.. ..�; +' i i �. w - : ;" — _ -�- —•= _ ( �..—_ ——_ /t.�-�+— Ge4zs��'S .=t.L�rvtSt' �tS� to t1�0�Pr eY e� 50L'�!m G?ol KlSt1�
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^ �( w APPROVED BY: DATE: z
tees lAmsm otl
CITY ENGINEER R.C.E. NO./*-pv1z
Wl?'N!N MAW 43w(vcA \.
, I rr�lvb V �� '• BENCH
MARK B.M. 1638 DESIGN
�� $� oOpyo m.COrnNcFSnxvUr<°s7LuRn7r7rceNo-rCl.M C.uRrvOryUn.P
Fyc
'VEND
90
END
ELEV. 1297297 MVML u9V20-�
24' EAST OF � ETIWANDA
T
DRAWN
SHEET
AVENUEAND 4UNORTH
No.20596
OF q BASELINE, SET BRASS * c.s3oa * _4Of
# ! BENCH DISC. IN TOP OF CHECKED J) lyl��E° \� DRAWING NO.
NE END OFA 4X2' CONC.
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