HomeMy WebLinkAbout3252-107
TE
15M 10� 300 mrM*4042*) \ASSEMBLY
ACE PLAEdGH WAY-°-
E mm(I!AY7,� TREET, GUTTER.
R LOCAL DEPRES=[ON SURFACE
I
m
A V CONCRETE RFA H'A
� ALL CURVED OI? CRE E 51J CES 5 LL BE FORMED EIX CURVED FORMS. AND SHALL NOT 8
SHAPED BY PLASTERING.
3.FLOOR OF BASIN SMALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE 4 LONGITUDINAL
AND LATERAL SLOPE 0F 1=12 MINIMUMAND 1 3MAXIMUM EXCEPTWHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN VW141CH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME, A5 THE GUTTER GRADE.SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET..
4. 'DIMENSiONS
3, 'B � 970 rnrn —2
C ?
V = THEDIFFERENCE IN ELEVATION BETWEEN THE. TOP' OF THE C F AND THE INVERT D E E E L) B E ER OF
THE CATCH BASiN AT THE OUTLET x 1.35 m(4.51)..
V = TH IF ER G IN ELEVATION BETWEEN THE P' OF THE it THE 1N
U .ELI F EN E ELEY ► I3E EE E TtI € CURB AN E VERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3 BUT SHALL NOT BE LESS THAN CURB FACE FLUS 300 mm(I2*).
4 = rDIFFERENCEIN VAT4014 BETWEEN THE OP' OF T' R T
I HE ELE WEE E T HE cCtl fe AND THE , INVERT OF
THE INLET MOTEL} ON THC PROJECT PLANS.
H 140TED ON THE PROJECT PLANS.
W= NOTED ON THE PROJECT PLANS.
-A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR F'IRsE
AND THE CATCH BASIN WALL TG WHICH THE CONNECTOR PiPE IS ATTACHED.
EL,
5. PLACE CONNECTOR PIPES , S, INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPEGI;-
6, STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PiPE iNTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END SMALL. STEPS SHALL
E SPACED 300 mm(12*) APART,, THE TOP STEP SHALL BE 175 mm(7*) BELDAM THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2*). ALL ;OTHER STEP'S SHALL PROJECT' i30 mm(5*).
7- DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7) 4N CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAF(
312 CATCH BASIN MANHOLE FRAME AND COVER
635 'STEEL STEP
636 POLYPROPYLENE PLASTIC STEP'
3, DIMENSIOiiS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARIR NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE, USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VA P i
E C LUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
F40R (METRIC BAR SIZES_IF ENQLISIH UNITS ARE LISEO, ALL VALUES USED FOR CONSTRu+cTiON
AMERICAN PUBLIC WORKS ASSOCIATION
SQiUTI•II=RN CALIFORNIA CHAPTER
R
STANDfd C1 PLAN
300-2
CURB OPENING CATCH BASIN s
HEFT 2 OF 2
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USE 'WATT{ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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REINFORCEMENT REOUIREMENTS
N
O
A V CONCRETE RFA H'A
� ALL CURVED OI? CRE E 51J CES 5 LL BE FORMED EIX CURVED FORMS. AND SHALL NOT 8
SHAPED BY PLASTERING.
3.FLOOR OF BASIN SMALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE 4 LONGITUDINAL
AND LATERAL SLOPE 0F 1=12 MINIMUMAND 1 3MAXIMUM EXCEPTWHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN VW141CH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME, A5 THE GUTTER GRADE.SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET..
4. 'DIMENSiONS
3, 'B � 970 rnrn —2
C ?
V = THEDIFFERENCE IN ELEVATION BETWEEN THE. TOP' OF THE C F AND THE INVERT D E E E L) B E ER OF
THE CATCH BASiN AT THE OUTLET x 1.35 m(4.51)..
V = TH IF ER G IN ELEVATION BETWEEN THE P' OF THE it THE 1N
U .ELI F EN E ELEY ► I3E EE E TtI € CURB AN E VERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3 BUT SHALL NOT BE LESS THAN CURB FACE FLUS 300 mm(I2*).
4 = rDIFFERENCEIN VAT4014 BETWEEN THE OP' OF T' R T
I HE ELE WEE E T HE cCtl fe AND THE , INVERT OF
THE INLET MOTEL} ON THC PROJECT PLANS.
H 140TED ON THE PROJECT PLANS.
W= NOTED ON THE PROJECT PLANS.
-A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR F'IRsE
AND THE CATCH BASIN WALL TG WHICH THE CONNECTOR PiPE IS ATTACHED.
EL,
5. PLACE CONNECTOR PIPES , S, INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPEGI;-
6, STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PiPE iNTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END SMALL. STEPS SHALL
E SPACED 300 mm(12*) APART,, THE TOP STEP SHALL BE 175 mm(7*) BELDAM THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2*). ALL ;OTHER STEP'S SHALL PROJECT' i30 mm(5*).
7- DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7) 4N CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAF(
312 CATCH BASIN MANHOLE FRAME AND COVER
635 'STEEL STEP
636 POLYPROPYLENE PLASTIC STEP'
3, DIMENSIOiiS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARIR NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE, USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VA P i
E C LUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
F40R (METRIC BAR SIZES_IF ENQLISIH UNITS ARE LISEO, ALL VALUES USED FOR CONSTRu+cTiON
AMERICAN PUBLIC WORKS ASSOCIATION
SQiUTI•II=RN CALIFORNIA CHAPTER
R
STANDfd C1 PLAN
300-2
CURB OPENING CATCH BASIN s
HEFT 2 OF 2
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CURB OPENING
CATCH BASIN (S F
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POINT O y �rurr'
PAINT" E
v POINT F O POINT. 8
a.l D11fiECTt N or no PLANAt + biRECT1U1•! OF FLOW'
Nom®
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rTtm (1") 150 mm d6'") 26nar1f (1*1 150 mrnr t5"1 26 ram (1'#
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2.4 m(61#1
130 mm(61)
150 mm(6*)
REINFORCING REQUIRED
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STANDARD PLAN
PR D BY TF(
OhlULGATE E
FB R KS4cwGSN
GREENS?GREENSOOK COA11EE
NG AC QA IN ,
CURB OPENING
METRIC ETFIG
00-
194
Rev, i9m
SH€FT I OF 2
USE 'WATT{ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
A V CONCRETE RFA H'A
� ALL CURVED OI? CRE E 51J CES 5 LL BE FORMED EIX CURVED FORMS. AND SHALL NOT 8
SHAPED BY PLASTERING.
3.FLOOR OF BASIN SMALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE 4 LONGITUDINAL
AND LATERAL SLOPE 0F 1=12 MINIMUMAND 1 3MAXIMUM EXCEPTWHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN VW141CH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME, A5 THE GUTTER GRADE.SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET..
4. 'DIMENSiONS
3, 'B � 970 rnrn —2
C ?
V = THEDIFFERENCE IN ELEVATION BETWEEN THE. TOP' OF THE C F AND THE INVERT D E E E L) B E ER OF
THE CATCH BASiN AT THE OUTLET x 1.35 m(4.51)..
V = TH IF ER G IN ELEVATION BETWEEN THE P' OF THE it THE 1N
U .ELI F EN E ELEY ► I3E EE E TtI € CURB AN E VERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3 BUT SHALL NOT BE LESS THAN CURB FACE FLUS 300 mm(I2*).
4 = rDIFFERENCEIN VAT4014 BETWEEN THE OP' OF T' R T
I HE ELE WEE E T HE cCtl fe AND THE , INVERT OF
THE INLET MOTEL} ON THC PROJECT PLANS.
H 140TED ON THE PROJECT PLANS.
W= NOTED ON THE PROJECT PLANS.
-A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR F'IRsE
AND THE CATCH BASIN WALL TG WHICH THE CONNECTOR PiPE IS ATTACHED.
EL,
5. PLACE CONNECTOR PIPES , S, INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPEGI;-
6, STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PiPE iNTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END SMALL. STEPS SHALL
E SPACED 300 mm(12*) APART,, THE TOP STEP SHALL BE 175 mm(7*) BELDAM THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2*). ALL ;OTHER STEP'S SHALL PROJECT' i30 mm(5*).
7- DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7) 4N CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAF(
312 CATCH BASIN MANHOLE FRAME AND COVER
635 'STEEL STEP
636 POLYPROPYLENE PLASTIC STEP'
3, DIMENSIOiiS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARIR NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE, USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VA P i
E C LUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
F40R (METRIC BAR SIZES_IF ENQLISIH UNITS ARE LISEO, ALL VALUES USED FOR CONSTRu+cTiON
AMERICAN PUBLIC WORKS ASSOCIATION
SQiUTI•II=RN CALIFORNIA CHAPTER
R
STANDfd C1 PLAN
300-2
CURB OPENING CATCH BASIN s
HEFT 2 OF 2
.s
t..,r-t
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U! fC7I PI OF FLCI —DIRECTION E) FLOW
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CASEA
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W
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CURB OPENING
CATCH BASIN (S F
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r
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POINT O y �rurr'
PAINT" E
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a.l D11fiECTt N or no PLANAt + biRECT1U1•! OF FLOW'
Nom®
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SECTION A -A SECTION B_B SECTION C -C
CO;Y PLACE A COY WAY
*20' **22'
*16'-18.5' **18'-20.5'
8' 1' MIN 5' MIN *16' **18'
4' 4'
z m I 25 /-NEW AC„ 19.1' MIN.)
WITH ADJACENT DEVELOPMENT. 12 SAWCUT EXISTING AC TO A CLEAN STRAIGHT LINE
EXIST. EP EXIST. EP
LAP JO „ SECTION A„_„ A
CUT LINE 13 SAWCUT & REMOVE EXISTING AC PAVEMENT
.., NTS
12 6 * >
�c 1 25 DIMENSIONS ON HEMLOCK AVE. 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 11
DIMENSIONS ON SAN SEVAINE RD.
CENTERLINE INTERSECTION
NOTE:
,k HEMLOCK AVENUE DETAIL 'A' FINAL LIFT A.C. PAVEMENT LEGUM
SAN SEVAINE ROAD FOR JOINING TO BE COORDINATED WITH BASIS 017 GS:
ADJACENT DEVELOPMENT INDICATES PROPOSED A.C. PAVEMENT BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
TO EXIST. IMPROVEMENM PRIOR TO COMPLETION OF INDICATES GRINDING FOR NEW A.C. PAVEMENT WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
NTS STREET IMPROVEMENTS.
® INDICATES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT BERNARDINO BASE AND MERIDIAN, BEING NORTH 00*11'07” EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
CD REV. MM102V DES ®AOT DATE ENGR. CITY DATE
4 O SHO= CONSTRUCTION OF REQERRED B r CH I
PREPARED FOR:
81PROVEMM NOT CO. ''CE C iTHIIV HO CALTRANS BENCHMARK NO. 8-17
o TC70 YEARS OF T BATE OF APPROVAL BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SHOWN HEREON AM CARRIEDI FORTH IN A 801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
DIAL TWO WORKING DILIGENT 1 MNEI , THE CITY ENGINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
BEFORE
DAYS BEFORE REQUE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
Y ❑ U DIG YOU DIG BRING THEN INTO CONFO. (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
o TOLL FREE 1-800-227-2600 CONDITIONS AND STAND IN EFFECT ELEVATIOP. 1428.6090
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q •
i
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS,
2, THE. CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE AIC,IACEiNT CURB;
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CUR13
PLUS. H (SEE APPLICABLE CATCH BASIN STANDARD ,PLAN).
B. IN EXISTING STREETS WHERE No PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAiL DEPRESSION SMALL (MEET THE FINISHED E STREET 54JRFA(kE::
4. IN, NEW STREETS, OR IN EXiSTIiVG STREETS WHERE PAVEMENT REMODELING IS INDICATED. -
THE ELEVATIONS 0
T &)1• P ►NTS
F AND G SHALLE SET ET Ft I HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT P
Cii►VT'SN
A AND 17 RESPECTIVELY.
THE ELEVATIONPOINTS
S i1F
P AND
SHALL BE SETH HIGHER H HER THAN THE GUTTER FLOW LiINE.
A
ELEVATIONS ' T
i T POINTS N S B AND
CP
ES ECT1'VELY
THE ELEVATION T
TI OF POINT S SHRILL 8E SET H2 FIIGHER THAN THE:. ELEVATION ,A1' THE NEAREST'
GUTTER FLOW LINE.
WHEREL E G ADJACENT TH R IS III O GUTTER ADJA E T TO LOCAL T £P
H DE RESSi13N
THE
EIEVATifl,N OF POINT
E SHALL BE SET FeH1CHER THAN THE ELEVATION AT THE NEAREST 7CE: OF CURB.
5. DIMENSIONS:
►H NOTED ON THE PROJECT PLANS.
H= NOTED O THE R
N H PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
C 6040 mm (2 Feet)
K i., tri' (5 Feet)
L Aw 1.8 m (6 Feet)
1M .�
1 m (4 Feet)
N = 1.5 m (5 Feet)
WO - CATCH BASIN W FOR. ONE CATCH BASIN, 09 D,IST"ANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (13 INCITES)..,
6. DIMENSIONS SHOWN ON THIS PLAN FOR, METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL.
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTiON SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR ; SIZES IN ENGLISH UNITS' ►MAYBE. SUBSTITUTED FOR METRIC
BAR SIZES F
. I ENGLISHUN
11-S iTS ARtE? USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISHV
ALLIES,
IVADoLE AVO A99 CC10 , huC •
14S�rH11v C?n. D�,.,SuITF;spo, GN1h8.1? ui • �t 3G1
®RLJhh
DRAWING
i
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
Z�'lo7
1
LOCALSTANDARD
ktCAIACWBAWNS313
i
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tY
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OREE1dWOK Ctti,lWME
50 -.
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C�•I
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*20' **22'
*16'-18.5' **18'-20.5'
8' 1' MIN 5' MIN *16' **18'
4' 4'
z m I 25 /-NEW AC„ 19.1' MIN.)
WITH ADJACENT DEVELOPMENT. 12 SAWCUT EXISTING AC TO A CLEAN STRAIGHT LINE
EXIST. EP EXIST. EP
LAP JO „ SECTION A„_„ A
CUT LINE 13 SAWCUT & REMOVE EXISTING AC PAVEMENT
.., NTS
12 6 * >
�c 1 25 DIMENSIONS ON HEMLOCK AVE. 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 11
DIMENSIONS ON SAN SEVAINE RD.
CENTERLINE INTERSECTION
NOTE:
,k HEMLOCK AVENUE DETAIL 'A' FINAL LIFT A.C. PAVEMENT LEGUM
SAN SEVAINE ROAD FOR JOINING TO BE COORDINATED WITH BASIS 017 GS:
ADJACENT DEVELOPMENT INDICATES PROPOSED A.C. PAVEMENT BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
TO EXIST. IMPROVEMENM PRIOR TO COMPLETION OF INDICATES GRINDING FOR NEW A.C. PAVEMENT WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
NTS STREET IMPROVEMENTS.
® INDICATES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT BERNARDINO BASE AND MERIDIAN, BEING NORTH 00*11'07” EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
CD REV. MM102V DES ®AOT DATE ENGR. CITY DATE
4 O SHO= CONSTRUCTION OF REQERRED B r CH I
PREPARED FOR:
81PROVEMM NOT CO. ''CE C iTHIIV HO CALTRANS BENCHMARK NO. 8-17
o TC70 YEARS OF T BATE OF APPROVAL BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SHOWN HEREON AM CARRIEDI FORTH IN A 801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
DIAL TWO WORKING DILIGENT 1 MNEI , THE CITY ENGINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
BEFORE
DAYS BEFORE REQUE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
Y ❑ U DIG YOU DIG BRING THEN INTO CONFO. (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
o TOLL FREE 1-800-227-2600 CONDITIONS AND STAND IN EFFECT ELEVATIOP. 1428.6090
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q •
i
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS,
2, THE. CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE AIC,IACEiNT CURB;
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CUR13
PLUS. H (SEE APPLICABLE CATCH BASIN STANDARD ,PLAN).
B. IN EXISTING STREETS WHERE No PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAiL DEPRESSION SMALL (MEET THE FINISHED E STREET 54JRFA(kE::
4. IN, NEW STREETS, OR IN EXiSTIiVG STREETS WHERE PAVEMENT REMODELING IS INDICATED. -
THE ELEVATIONS 0
T &)1• P ►NTS
F AND G SHALLE SET ET Ft I HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT P
Cii►VT'SN
A AND 17 RESPECTIVELY.
THE ELEVATIONPOINTS
S i1F
P AND
SHALL BE SETH HIGHER H HER THAN THE GUTTER FLOW LiINE.
A
ELEVATIONS ' T
i T POINTS N S B AND
CP
ES ECT1'VELY
THE ELEVATION T
TI OF POINT S SHRILL 8E SET H2 FIIGHER THAN THE:. ELEVATION ,A1' THE NEAREST'
GUTTER FLOW LINE.
WHEREL E G ADJACENT TH R IS III O GUTTER ADJA E T TO LOCAL T £P
H DE RESSi13N
THE
EIEVATifl,N OF POINT
E SHALL BE SET FeH1CHER THAN THE ELEVATION AT THE NEAREST 7CE: OF CURB.
5. DIMENSIONS:
►H NOTED ON THE PROJECT PLANS.
H= NOTED O THE R
N H PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
C 6040 mm (2 Feet)
K i., tri' (5 Feet)
L Aw 1.8 m (6 Feet)
1M .�
1 m (4 Feet)
N = 1.5 m (5 Feet)
WO - CATCH BASIN W FOR. ONE CATCH BASIN, 09 D,IST"ANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (13 INCITES)..,
6. DIMENSIONS SHOWN ON THIS PLAN FOR, METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL.
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTiON SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR ; SIZES IN ENGLISH UNITS' ►MAYBE. SUBSTITUTED FOR METRIC
BAR SIZES F
. I ENGLISHUN
11-S iTS ARtE? USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISHV
ALLIES,
IVADoLE AVO A99 CC10 , huC •
14S�rH11v C?n. D�,.,SuITF;spo, GN1h8.1? ui • �t 3G1
®RLJhh
DRAWING
i
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
Z�'lo7
PLAN
METRIC
-1
LOCALSTANDARD
ktCAIACWBAWNS313
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STANMET
s I
--- 1
CURB DRAIN
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CASE �; N-5; L-6; W -T
1
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NOT TO SCALE
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SEVAIE O D
COY LCE
CORY PLACE
WALNUT VENUE
CO;Y PLACE A COY WAY
*20' **22'
*16'-18.5' **18'-20.5'
8' 1' MIN 5' MIN *16' **18'
4' 4'
z m I 25 /-NEW AC„ 19.1' MIN.)
WITH ADJACENT DEVELOPMENT. 12 SAWCUT EXISTING AC TO A CLEAN STRAIGHT LINE
EXIST. EP EXIST. EP
LAP JO „ SECTION A„_„ A
CUT LINE 13 SAWCUT & REMOVE EXISTING AC PAVEMENT
.., NTS
12 6 * >
�c 1 25 DIMENSIONS ON HEMLOCK AVE. 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 11
DIMENSIONS ON SAN SEVAINE RD.
CENTERLINE INTERSECTION
NOTE:
,k HEMLOCK AVENUE DETAIL 'A' FINAL LIFT A.C. PAVEMENT LEGUM
SAN SEVAINE ROAD FOR JOINING TO BE COORDINATED WITH BASIS 017 GS:
ADJACENT DEVELOPMENT INDICATES PROPOSED A.C. PAVEMENT BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE
TO EXIST. IMPROVEMENM PRIOR TO COMPLETION OF INDICATES GRINDING FOR NEW A.C. PAVEMENT WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
NTS STREET IMPROVEMENTS.
® INDICATES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT BERNARDINO BASE AND MERIDIAN, BEING NORTH 00*11'07” EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
CD REV. MM102V DES ®AOT DATE ENGR. CITY DATE
4 O SHO= CONSTRUCTION OF REQERRED B r CH I
PREPARED FOR:
81PROVEMM NOT CO. ''CE C iTHIIV HO CALTRANS BENCHMARK NO. 8-17
o TC70 YEARS OF T BATE OF APPROVAL BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SHOWN HEREON AM CARRIEDI FORTH IN A 801 CORPORATE CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0
DIAL TWO WORKING DILIGENT 1 MNEI , THE CITY ENGINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
BEFORE
DAYS BEFORE REQUE REVISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
Y ❑ U DIG YOU DIG BRING THEN INTO CONFO. (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE
FAX (909) 802-1111
o TOLL FREE 1-800-227-2600 CONDITIONS AND STAND IN EFFECT ELEVATIOP. 1428.6090
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q •
i
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS,
2, THE. CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE AIC,IACEiNT CURB;
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CUR13
PLUS. H (SEE APPLICABLE CATCH BASIN STANDARD ,PLAN).
B. IN EXISTING STREETS WHERE No PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAiL DEPRESSION SMALL (MEET THE FINISHED E STREET 54JRFA(kE::
4. IN, NEW STREETS, OR IN EXiSTIiVG STREETS WHERE PAVEMENT REMODELING IS INDICATED. -
THE ELEVATIONS 0
T &)1• P ►NTS
F AND G SHALLE SET ET Ft I HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT P
Cii►VT'SN
A AND 17 RESPECTIVELY.
THE ELEVATIONPOINTS
S i1F
P AND
SHALL BE SETH HIGHER H HER THAN THE GUTTER FLOW LiINE.
A
ELEVATIONS ' T
i T POINTS N S B AND
CP
ES ECT1'VELY
THE ELEVATION T
TI OF POINT S SHRILL 8E SET H2 FIIGHER THAN THE:. ELEVATION ,A1' THE NEAREST'
GUTTER FLOW LINE.
WHEREL E G ADJACENT TH R IS III O GUTTER ADJA E T TO LOCAL T £P
H DE RESSi13N
THE
EIEVATifl,N OF POINT
E SHALL BE SET FeH1CHER THAN THE ELEVATION AT THE NEAREST 7CE: OF CURB.
5. DIMENSIONS:
►H NOTED ON THE PROJECT PLANS.
H= NOTED O THE R
N H PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
C 6040 mm (2 Feet)
K i., tri' (5 Feet)
L Aw 1.8 m (6 Feet)
1M .�
1 m (4 Feet)
N = 1.5 m (5 Feet)
WO - CATCH BASIN W FOR. ONE CATCH BASIN, 09 D,IST"ANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (13 INCITES)..,
6. DIMENSIONS SHOWN ON THIS PLAN FOR, METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL.
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTiON SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR ; SIZES IN ENGLISH UNITS' ►MAYBE. SUBSTITUTED FOR METRIC
BAR SIZES F
. I ENGLISHUN
11-S iTS ARtE? USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISHV
ALLIES,
IVADoLE AVO A99 CC10 , huC •
14S�rH11v C?n. D�,.,SuITF;spo, GN1h8.1? ui • �t 3G1
®RLJhh
DRAWING
i
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
Z�'lo7
R/W " (' PIPE PER IMPROVEMENT
\l�l
OR GRADING PLAN
MAX, SLOPE 1:1 =:
I
HINGE COVER AT TOP OF FAME
RECTANGULAR FRAME
AND COVER
I I I.I PER STD. PLAN 152 r
INLET PER CASE i, 11, DR III I I I I ! r
�- SEE NOTE 1 mm (3")
E
.150 mm (6'), I'M
R/W LINE....
rj
41
r r CASE 121NLET
N=1.00 mm (4") C.I. PIPES TRANSMON STRUCTURE SECTION.
SEE NOTES R/W
FRAME. -25 mm (1* ) N 9
35 mm (1-1/2') MIN CLEAR. f flff T 1 - It.
WALK (SEE NOTE 4 j. SEE NOTE 10 f a�E ' x
/ j E ! .150 mm (B'), TYP..
IOM (3) BAR 150 mm f mrr * o
(6').TOP OF CURB LINE
�--�---^--.-. 640 mm. 4' MIN
t�--t--- CAS II INLE
--- DROP INLET CATCH BASIN SECTION
R ...
`0 t PLOW 7 O �.... I
$*) 6 r,.^"'E.C. R/W I 600 mm(,2.4-)
SEE CURB PROFILES^ ! 51 E£ NOTE 2
SELOWIRtGHT. .:J I 014 GRADCG EAN�i R,OVEMENT
j. WALK
g,
al
CASE' III INLET
0 PLAN � GRADED DITCH SECTION
.��
#IOM (#.3) BA q0 m m T.G.. UNE
EXPANSION JOINT `,.L18 mm. 5 r m EXPANSION
B5 mm (2-1/2") MIN FOR 15O mm (6") E 1[ 6
h 175 mm (7") CF
40 mm (3-1/2') MIN FOR 200 mm (8') CF
1. PARKWAY "DTH PER IMPROVEMENT PLAN R-^---"-"—•yi 10 (XEAIt "' l Cl mm
T.C. LINE FINISHED PARKWAY GRADE- i
PC WALK, 200 mm (8") CF - NOTE 4 i NOTE: APPLIES TO ANY NUMBER OF PIPES
175 mm (7') OR PCC WALK, 150 mm (6•) CF - NOTE 4 E— i
CURBPROFILE
200 mm (8") CF CALV YMRE FABRIC NOTE 10 E 200 mm (8•) CURS FACE
01Z
(1'1')
10 In
1500 mm
f SEE INLET DETAILS 5 15 mm 1g fl%m TOP 4F CURB
ti. /1: DM 3) BA
EXPANSION 6" ,'7 6" E /,JOINT
EXPANSION100
P.C.C.. CURB &GUTTER C.I. PIPE (4"). .JOINT E E �I F.L.
SEE NOTE B "a
MA CHR:TR EzSTING SECTION A -A 10 mm (1/2'):CLEaxi A tmm (0) C.L. PIPES
NOTE: APPLIES TO ANY NUMBER OF PIPES
2 • TOP -DF -CURB L < SHOWN ON PROFILE
CURB PROFILE
150 mm (6") CURB FACE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLAN
METRIC
-1
LOCALSTANDARD
ktCAIACWBAWNS313
N
STANMET
s I
--- 1
R/W " (' PIPE PER IMPROVEMENT
\l�l
OR GRADING PLAN
MAX, SLOPE 1:1 =:
I
HINGE COVER AT TOP OF FAME
RECTANGULAR FRAME
AND COVER
I I I.I PER STD. PLAN 152 r
INLET PER CASE i, 11, DR III I I I I ! r
�- SEE NOTE 1 mm (3")
E
.150 mm (6'), I'M
R/W LINE....
rj
41
r r CASE 121NLET
N=1.00 mm (4") C.I. PIPES TRANSMON STRUCTURE SECTION.
SEE NOTES R/W
FRAME. -25 mm (1* ) N 9
35 mm (1-1/2') MIN CLEAR. f flff T 1 - It.
WALK (SEE NOTE 4 j. SEE NOTE 10 f a�E ' x
/ j E ! .150 mm (B'), TYP..
IOM (3) BAR 150 mm f mrr * o
(6').TOP OF CURB LINE
�--�---^--.-. 640 mm. 4' MIN
t�--t--- CAS II INLE
--- DROP INLET CATCH BASIN SECTION
R ...
`0 t PLOW 7 O �.... I
$*) 6 r,.^"'E.C. R/W I 600 mm(,2.4-)
SEE CURB PROFILES^ ! 51 E£ NOTE 2
SELOWIRtGHT. .:J I 014 GRADCG EAN�i R,OVEMENT
j. WALK
g,
al
CASE' III INLET
0 PLAN � GRADED DITCH SECTION
.��
#IOM (#.3) BA q0 m m T.G.. UNE
EXPANSION JOINT `,.L18 mm. 5 r m EXPANSION
B5 mm (2-1/2") MIN FOR 15O mm (6") E 1[ 6
h 175 mm (7") CF
40 mm (3-1/2') MIN FOR 200 mm (8') CF
1. PARKWAY "DTH PER IMPROVEMENT PLAN R-^---"-"—•yi 10 (XEAIt "' l Cl mm
T.C. LINE FINISHED PARKWAY GRADE- i
PC WALK, 200 mm (8") CF - NOTE 4 i NOTE: APPLIES TO ANY NUMBER OF PIPES
175 mm (7') OR PCC WALK, 150 mm (6•) CF - NOTE 4 E— i
CURBPROFILE
200 mm (8") CF CALV YMRE FABRIC NOTE 10 E 200 mm (8•) CURS FACE
01Z
(1'1')
10 In
1500 mm
f SEE INLET DETAILS 5 15 mm 1g fl%m TOP 4F CURB
ti. /1: DM 3) BA
EXPANSION 6" ,'7 6" E /,JOINT
EXPANSION100
P.C.C.. CURB &GUTTER C.I. PIPE (4"). .JOINT E E �I F.L.
SEE NOTE B "a
MA CHR:TR EzSTING SECTION A -A 10 mm (1/2'):CLEaxi A tmm (0) C.L. PIPES
NOTE: APPLIES TO ANY NUMBER OF PIPES
2 • TOP -DF -CURB L < SHOWN ON PROFILE
CURB PROFILE
150 mm (6") CURB FACE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
I STANDARD PLAN
METRIC
150-2
SHEET 2 OF 2
CURB DRAIN
N
STANMET
PROW11.GATED BY THE
PllBUCWORKS STAWARDSWC,
CURB DRAIN
IC
OREE1dWOK Ctti,lWME
50 -.
1w
REV 1"2.19W
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
L"- s I In -1
David S. Hammer, A.C.E. 43976 IDate
(expires 6/30/2005)
NUTS
1. IF THE TOE OF SLOPE I ALL WE WITHIN THE R/W, INLET CASE) iaEGINS
AT THE TOE RATHER THAN THE R/W LiNE.
2. FOR OPEN DITCH (CASE INLET 111), THE 600 mm (24") EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE
FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE.
3. TOP OF INLET STRUCTURE (CASE I AND It TO BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
4. CONSTRUCT P.C.C. WALK WHEN SPECIFIED ON PLAN, THE CONTRACT PRICE
PAID FOR P.C.C. WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN
CONJUNCTION WITH PARKWAY CULVERT.
5_ "N# EQUALS NUMBER OF 'PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN,
6. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN.
7• ANGLE A EQUALS 0`, UNLESS OTHERWISE SPECIFIED.
B. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER
IMPROVEMENT PLAN.
9. UNLESS OTHERWISE SPECIFIER, FRAME AND GRATE FOR CASE It INLET SHALL BE
GALVANIZED CAST IRON. WEIGHT OF FRAME AND CRATE SHALL BE 36 kg (80 LBS).
10. AT LOCATIONS WITH LESS THAN 200 mm (r) CURB FACE, USE 152xi52-MW9.1xMW9.1
(6x6-10/10) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND
200 mm (8") BEYOND THE EDGE OF CAST IRON PIPES.
11, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH VALUES, HOWEVER,
ASTM 615 'REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
8 SPACES d 24 mm (15/16')
7 BARS O 16 mm (5j8"
OUTSIDE BARS A 22 mm P 8
OVERALL 356 mrr (14")
*a+
;�I E.-.
wE
a
mn E
<um
es
H rtiN
OPEN AREA 52XL
II �, UO mm x 330 mm (13" x 13'1I
1 432 mm x 432 mm (17' x 17*)
r
TOP OF GRATE SECTION THRU FRAME
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