HomeMy WebLinkAbout3546-3-N K IN IID
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CURB T D &
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UJI
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CTION OF FLOW II .1c, - ILE I Ilc� I -'f t-7 tp, 0
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FLOW LINE PROFILE
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mm 450
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IRIDGE CURB -PrAh7c __ - __ __ __ __ - . _F_ 4 I(21
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LINE
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z L F
25 mm (1*)
_F PROFILE 4 t HORIZ 1 40' ------ VERT 1"= 4NOTE:
10+00 11+00 12+00 1 J+ 00 I PLAN 1 "= 40' 110+00 11+00 12+00 1 J+ 00
SECTION 13-13 SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL, DEPRESSIONS
TANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE 19"
AT CATCH BASINS
METRIC
313-1
1 REV. IM
SHEET 1 OF 4
USE NTH STANDARD SPECIFICATIONS FOR PUBILIC WORKS C
Typ. 6 L ONG Co VE qj?, VC
BLACKWOLF WAY SEE SHL -ET 6
P U. E 5 SEE @ RIGHT �, Q, 19 11 18 17 7 0,
2
21 20 �2 -i 2
cr� Qr 20% 2 r13 _25V 40-0-O' -40 40.00 26.7j <6 c,,\ L Ico 3 H 8 WATER LINE 1n2 J V\� WHIRLWIND LANE 12
i2 N - N 89-J9 `J2 W 12+54.79 CL. INT.
I I 00 12+00 16+52.79
8 SEWER LINE-,' LONG COVE DRIVE
< C, j % 4 L =1794 0 40.00' 40.00' 4 22.1 18.8 Ld �_z 6 V L=1 TRACT BNORY.
x 5 10 (�i x 9 6 7 ITyp. (Z
WHIRLWIND L A NE
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- 957. COMPACTED NATIVE MATERIAL
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. W= 6'
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104.
"W" = 8' UNLESS SHOWN OTHERWISE ON PLAN.
CONSTRUCT RAMPED CURB RETURN PER CITY ST9. PLAN NO. 1006.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN.
INSTALL STREET NAME SIGN PER CITY STD. NO. IJ9.
INSTALL STREET LIGHT 5,800 LUMEN ( HPSV ) SCE 17
PER CITY STD. PLAN NO. 1016
ADUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO. I
A, ------
TOLL FREE -qm=Pp'-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
SCALE IN FEET -J, 40 80 120 160 SHOREACRES WA Y rr q14FFT 2 SCA�E' Y�-401
@ W1 11R� WIND LA iVE
3,t E SHELFT 2
PA B� 0 CREI'A' �A NE
BLACKWOLF WA Y
CURVE TABLE
CURVE DEL TA RADIUS LENGTH TANGENT
97'52'14" 60. 00' 102.49' 68.86'
8 1'295J" J0. 00, 42.67' 25.85' 84'J4'15. 25. 00' J6.90' 22.74' 90100,00" 25. 00' J9.27' 25. 00' 94*14'14" 25. 00' 4 1. 12' 26.92' I LLJ 39 No 854556 25. 00' J7.42' 2J.22' RECORD DRAWING 36637 A,
THESE J*2259 107. 00' 6.J2' J. 16' . RECORD DR4WIN,GrS HAVE BEEN PREPARED, IN PART, ON THE BASIS Or INFORMAT!ON COMPILED AND 8 1'29'5J 50.00, 71.12' 4J. 08' FURNISHED BY OTHER'S�'THE ENGINEER WILL NOT BE 2'4249 280. 00' 1J.26' 6.6J' RESPONSIBLE FOR ANY ERRORS OR OMISSiONS wHII Of 10*16'J4" 107.00' 19.19, 9.62' HAVE BEEN INCORPORATED INTO THE DOCUMENTS A�c
A RESULT TIHERIEOr 8'48'12" 25. 00' J. 84' 1 1. 92' tel OP
8'20'5J - 300. 00' 4J.71' 21.89' 2-4249 1 300. 00' 14.2 1' 7. 1 1'
REWSION DESCRIPT70N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
-CONFORMANCE WITH CONDITIONS AND ST NDARDS IN EFFECT.
RECORD oDRAWING nhu/6 wt� P, 1.3bero
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 ADJACENT CURB.
THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION -SHAILL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED -
THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS- AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALLSE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE. WHERE THERE IS NO GUT11ER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF _R�
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS. Hi = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS. 3 C P G = 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6, Feet)
M = 1.2 m (4 Feet) N - 1.5 m (5 Feet) WO = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE M rnm (8 INCHES),
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIG AND ENGLISH UNIT'S 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. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS- ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARDPLAN
METRIC
LOCAL DEPRESSIONS AT CATCLH BASI I NS
313-1
SHEET401`4
BENCH MARK. BASIS OF BEARINGS- ,f No. 615 THE BEARING OF NOO'16'44W ALONG THE RAILROAD SPIKE AT INTERSECTION CENTERLINE OF CITRUS AVE., AS SHOWN In
OF CITRUS AVE. AND LOS CECROS Q0
ON MAP OF TR. 15908, FILED IN BOOK AVE., IN POWER POLE NO. 901 1E 271, PAGES J4 THROUGH J9, INCLUSIVE,
ON THE EAST SIDE OF CITRUS AVE. OF MAPS, RECORDS OF SAN BERNARDINO ELEV4770N. 1467.59 COUNT)� Prepared Under The Supervision Of CITY OF FONTANA., CALIFORNIA ESS, PREPARED IN THE OFFICE OF VI <
MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS I's,
DRA WIV BY- TRACT NOS. 16541,16541-2 & 16541-3 SCALE.
w No. 218 cn m 10601 CHURCH STREET, STE. 107 ERID AS SHOWN RANCHO CUCAMONGA, CA 91730 WHIRLWIND LANE & 00
Exp: 9-30-05 PHONE (909) 948-1311 DESIGNED 8 Y- DA TE. SCL BLAF5�� WA Y SEPT200J c/V CHECKED 8 Y- APF�Rp`�EQ By� DRAWING NO. (.6
FICA Date 3
RCE 62*b EXP. 9-30-05' 00
.3546 Vrrj-T R. C. E. 51152 DATE
JA826-1182\streets\st03.dwg, 02/12/2004 10:08:15 AM, DJ