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#13M O 300 mm (#4 0 12•)
FACE PLATE A
ACH WAY- ASSEMBLY CASE A
( jy STREET, GUTTER, NOTES: (i
", i 5 mm (1/4") R NOTES: r T 1 CURB OPENING
OR LOCAL DEPRESSION W
«� I _ I I SURFACE I D 1-""CATCH BASIN
1 I 1 1. WHERE THE BASIN IS Td BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED 600 mm2' PLAN
�I _ I. _41 ="� a SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE WHE E; NO EXST GUTTER B 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS.
-'- --^- 40 mm +I 'L_ , 3:2 POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS l\ OINT
_ CURB FACE I I r"'
-' I -) �� y K LJ Ilse OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE _ - _= 2. THE CURB FACE AT POINTS A AND 0 SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
PROVIDED WITH A WEAKENED PLANE ORA 25 mm (1" DEEP SAWG:UT CONTINUOUSLY AROUND �, , AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
FLOW UNE _ '75 mm THE EXTERNAL PERIMETER OF THE GATC4t BASIN �WtrALLS, INCLUDING ACROSS THE FULL WIDTH
SLATE DOWEL E .. `(3") R OF THE SIDEWALK_ SURFACEO
OF ALLC
EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. POINT A POINT B POINT C POINT D� PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.)
Typ F I COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE S
SCORING , ( ) r F E x BASIN. E • t STi7ArGN1 r9ir� 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,
1. LINE CURB UNE �' E + 2, ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE V, E� RrpG rG�,gOE ,41j TC,� 7 THE ELEVATION OF THE OUTER EDGE OF 'THE LOCAL DEPRESSION SHALL MEET THE FINISHED
/� ' , "' n 4 c`''i G4- I 00 Y 4 STREET SURFACE.
IiNE2SIOES (04) STEPS SHAPED BY PLASTERING. 4�0 �.=.
MANHOLE FRAME t IDD mm m POINT F ¢ 4, IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE
AND COVER _--- 4' m 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL( ) ►.�. AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE Q POfNT GI f ��MqX S "?RUEXCEEDS 8°r, IN WHICH CASE THE LONGITUDINAL SLOPE OF Tt4E FLOOR SHALL FIF1_42:A PLANS:
CATCH BASIN E THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, N K L N
MANHOLE FRAME E I a THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE
AND COVER m ELEVATIONS AT POINTS A AND 0, RESPECTIVELY. ;
F I If ?- I 4. DIMENSIONS: _
!a 1 - L _ I B = 970 mm (3'-2") )...._____________;:_
f- I FLOW THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
o �z V = THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF - �� ELEVATIONS AT POINTS B AND C. RESPECTIVELY.
P sQ OPTIONAL SUBGRADE CONNECTOR PIPE THE CATCH BASIN AT THE OUTLET = 1.35 m (4.5'). I FLOW OPEN gv eOR MONOLITHICp / ---� g� CATCH BASIN VTHE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB ANO THE INVERT ATPOINT D PROFILE THE ELEVATION OF POINTS SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER
,,,,. ` ,. I F 8 CONNECTION U THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS POINT A POINT C
T' STEPS \\ JI _ 00 OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12"). POINT BFLOW LINE.
i:‘,1,/,,,i,
A _ 1\ E x I I �. SECTION A-A Vi - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION Of POINT £
E �',. THE INLET, NOTED ON THE PLANS. ___ SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
N d 11 1D0 mm 200 mm 8"} H = NOTED ON THE PLANS. r W 1 CURB OPENING
`--�- (4") R •13M (#4) 1 W = NOTED ON THE PLANS. CASE 1 D I CATCH BASIN PLAN 5. DIMENSIONS: )
I I 11 I � �� I i _ I B
1- "� gfl. A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE C
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. - I 1 H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.
"' S. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, 1 G = 600 mm (24")
DOWEL (TVP) 0 THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
f WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL POINT A� 4, POINT B POINT t
K = 1500 mm (5'-0")
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A P POINT C
PLAN DOWEL DETAIL SKEW NECESSARY TO INSURE MINIMUM 89 mm (3") PIPE EMBEDMENT, ALL AROUND. WITHIN _ POINT E �GQL 4/ �_
THE CATCH BASIN WALL, AND 75 mm (3 ) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. `.1 �F'� Y-4 4 m / L = 1800 mm (6'-0")
- ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE '*'4V- 4F�,R4•
STRUCTURAL DATA USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN `a M = 1200 mm (4'-0")
WALL AND SLAB DIMENSIONS AND 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
REINFORCEMENT REQUIREMENTS IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID POINT F �� ' [� POINT G N = 1500 mm (5'-0")
CUTTING STANDARD LENGTHS OF PIPE. �--+ )
REINFORCEMENT N L L N1
t., -- W0CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MAX MAX t t REQUIRED IN 6, STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, - =
W V F THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL _ MULTIPLE CATCH BASINS.
FRONT REAR BOTTOM END
_ WALL WALL SLAB WALL BE SPACED 300 mm (12" APART. THE TOP STEP SHALL BE 175 mm 7" BELOW THE TOP OF THE -
I - MANHOLE AND PROJECT 65 mm (2-1/2"), ALL OTHER STEPS SHALL PROJECT 130 mm (5"). FLOW, I -\ .----- I FLOW -I--
1.0 m (3.5')2.4 m (8') 150 mm (6") 150 mm (6')
t.o m (3.5'}3.5 m (12') 200 mm(8") 200 mm (8") " 7.
DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG. THE POINT A OPEN POINT D PROFILE
f #4 @ 12 O.C.
2.0 m (7') 1.8 m (6') _150 mm (6") 150 mm (6") 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 4.1
POINT B POINT C
2.0 m (7') 3,5 m (12') 200 mm (8") 200 mm (B") 308 MONOLITHIC CATCH BASIN CONNECTION 0 1
v R i 309 CATCH BASIN REINFORCEMENT _
k 4.0 m (14')x1.2 m (4') 150 mm (6") 150 mm (8')VE/3 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR E
2,4 m (8') 150 mm (6") 200 mm (a')) I 312 CATCH BASIN MANHOLE FRAME AND COVER + E E
4.0 m3.5 m200 mm 8 250 mm t0" 835 STEEL STEP l _ E^ p^ _, W
(14') (12') ( 1 ( r/F%/ 636 POLYPROPYLENE PLASTIC STEP N cal -J-I
a 1.2 m (4') 150 mm (6") 150 mm (6') O ,' -)Ft,/' .4 -- r a 9 :
f Y #'
1.8 m (8') 150 mm (fi") 200 mm ( ") �/ j/'/ Q iJ'J • • . '+.a t •i • _:7,01 •• + ` a
2.4 in (8') 200 mm (8") 200 mm (8") ;'
E a, 3.0 m (t0') 200 mm (8")250 mm (10"�E� �E
(
I /� SECTION A-A SECTION B-B SECTION C-C
i al 3.5 m (12') 200 mm (8")250 mm (10"X T //fes/,D f J
FOR W > 9 m (28'), V > 3.5 m (12') OR B > 1.2 m (4') SEE PLANS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN ' STANDp�p PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTAN�D¢$(ICPLAN
PROMULGATED eY THE STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC PROMULGATED BY TME METRIC
METt=I� P"°" �'"`' LOCAL DEPRESSIONS AT CATCH BASINS 313-2 ti
noun CURB OPENING CATCH BASIN - 300-2 „°, 313-2
, 1984 6 REV. 300 2 CURB OPENING CATCH BASIN ^� °° Z°°0 USE yy1TH STAN�CIARD SPECIFICATIONS FOR�t1BLZC VYORKS CONSTRUCTION SHEET 1 OF 4 L LOCAL DEPRESSIONS AT CATCH BASINS
'v°2' i°°6 SHEET 2 OF 2 . ,
SHEET 4 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 .,
k
NOTES
t. MAIN LINE RCP OR I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER 0 OF THE 1
ARCH, SEE NOTE 2-1 MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
J cq I i SEE NOTE 10' THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (39").
)1 H H 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
.,, R SHALL BE. CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME 11
1 1 MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
I - � REINFORCED MONOLITHIC ARCH.
STORM DRAIN GENERAL NOTES
80 mm t3') MIN_ �
~c I �' 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STANDARD DURING CONSTRUCTION .
�� ��I C. LATERAL/
CONNECTOR PIPE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR
H--- ` SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
\A/4.<i'4
�� THE CONNECTOR PIPE CENTERLINE. LATEST EDITION UNLESS OTHERWISE NOTED. 17• REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
IIIx
r� \ E 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
Lii N
ROUND 1 a G BARS
o EDGE I e 15M 0 150 mm 4. VALUES FOR A, B, C ANDD SHALL BE SHOWN ON THE PROJECT DRAWINGS. BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED ASA RESULT OF
a m E 0 ■► `4_W fi o (•4 0 6.1 QC ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PERU m - Wiv TO 75 mm r 1 " > •'b ,� CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
'' Z4 t3 1 R gite. 4i NOTE 5. 1W = a E .!. IOM 0 450 mm RESOLUTION. WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER(•3 OR .4 0 18 ) 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. REPLACEMENT OF THE MONUMENT.. tr w Y w o r ► 1=' OC TIE BARS
oii, a N MIf) •I 11.1
; IF THE INLET PIPE 15 TO ENTER THE MAIN LINE RADIALLY. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
E AND F BARS b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A WEEK PRIOR TO IMPLEMENTING DETOURS. TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
" m I IIP15M 0 75 mm STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
h5 0 3•) OC, OF AN INLET PIPE.SEE NOTE 8 DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
E c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
I
Y E ' INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE INCLUDING ADEQUATE WATERING, AT ALL TIMES.
H____I___ STA. POINT PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
.. CONNECTOR PIPE TABLE OF SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
SEE NOTE 3CATCH BASIN OR GRADE BREAK IN LINE. G. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 4.
�� 80VALUES FOR T
t3•) MIN PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
T `�_...�-';'�.� 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 2 I . NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
I STA, POINTINDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
LATERAL BT RADIALLY IF ANGLE A 1S GREATER THAN 45°. B IS LESS THAN OR EQUAL TO 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
SEE NOTE 3 300600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE
mm t12') 130 mm (5')
PLAN 3755 mm U5•J 130 mm (5") -5 0: OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR SPECIFIED DENSITY IS OBTAINED.
450 mm U8•) 130 mm t5•) 7. NO MORE THAN ONE OPENING SHALL BE MADE 1N ANY ONE SECTION OF PIPE. TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
} 525 mm (211 SAFETY. STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
SPUR 10M 0 450 mm 600 mm (24')+ 130 mm t5')
140 mm (5 1/29 B. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
1•3 OR 04 0 181 675 mm (27') 140 mm 15 1/2') TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 124. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
OC TIE BAR 750 mm (30.) Iso mm (69 TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE � '
REINFORCING STEEL I G BARS I5M 0 150 mm THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. EXISTING CONCRETE.
(04 0 6 ) OC ~ 'I 825 mm (33 170 mm (6 1/2") CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
8O mm (31 MIN. ' 900 mm (36.1 170 mm (6 mr) THE SPUR.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
975 mm (39')_ 180 mm (71 GROUND MOVEMENT. I CITY ENGINEER.
9- THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 126. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY
SPRING /�/�I i; �� £ ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING
ROUND) �� �_ I30I i o ."-
19. TIE BARS JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE.
II j EDGES [ I I . THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON PLANS.
ELEV. R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
, VE BARS 151A (s5) +� MAIN LINE AND TO THE LIMITS OF THE CRADLE. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,
1�, ELEV. S 0 BO "'"' t3.1 OC �,�� G BARS I F CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER � THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
�� I _ �� falik , I OPPOSITE INLET MAY BE OMITTED. PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
, - F BARS 15M�t•5) I 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615. SERVICE ALERT AT I-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. INSPECTED AND APPROVED.
4;. �7 0 75 mm (3 ) OC Mr/ GRADE 4O), AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES, 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
UNDISTURBED CONCRETE CRADLE, fUNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 1
I STREETS.
EARTH H ' H 265-C-14 (450-C-2000). THAN J DISTANCE FROM ,CENTER LI NE WITH J=7D/12 + 150 mm (6`). IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
SEE NOTE 9 CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO PLACEMENT.
II, FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF WORK AROUND THEIR FACILITIES. I3 1 . ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
SECTION Z-Z SECTION M-M THE SPUR.
T GR
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
1 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
CONSTRUCTION SHALL BE METRIC VALUESI.
, EXCEPT REINFORCING BARS SIZES IN
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ENGINEER. )
i. ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS
ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
AMERICAN PUBLIC WORKS ASSOCIATION--SOUTHERN CALIFORNIA CHAPTER CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE 1
1 WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PROMULGATED eYTHE JUNCTION STRUCTURE -PIPE TO PIPE INLET STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 134. MINIMUM D-LOAD FOR ALL RCP IS 1350.
JUNCTION STRUCTURE -
PUBLIC WORKS STANDARDS INC., METRIC PIPE TO PIPE INLET
OREENBO COMMITTEE ID 600 mm (24")OR ID > 1/2 MAIN LINE ID 331 - 2 331 - 2
BEY.TEEMID � 600 mm (24") OR > 1/2 MAIN LINE ID SHEET2OF2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 s
ç
Dril )LiREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT • land planning °e �9�• ''y o9
9c COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL civil engineering � ML T . STREET & STORM DRAIN IMPROVEMENT PLANS
'TCrIE-, 1I - DRAWN BY SCSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,0 �/ c -%4 m/� phone 909.748.7777 SB AS SHOWN
. Iz� I/07 DT' iL �11EET•
DIAL two W❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO taXso9.74s.777s DESIGNED eY: DATE:
DAYS BEF❑RE - avlLX ` . 1 I/8/07 thatc er engineerin & associates Inc. �T a JK _
YOU DIG �. , YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND H str 't,suite'b'redlands,ca 92374 ' ��` CALF%
CHECKED BY: '"R VED,BY �1'� , .O DRAWING NO.: 7
TOLL FREE I-800-227-2600 r '7
161Q�N� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. .. ��� �� MWT - / 4365
VI AS.N11,1 MVP TOWN N til 04 �� /� � W.Thatcher, III R. . 39964 Exp. Dec 31, 2007 1 r"I CIJY ENGINEER R.C.E. 51152
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