HomeMy WebLinkAboutPP2.5 STREET SECTIONS ORIGINAL SURVEY ON FILE AT ACCURATE
50' ROW 7' SIDEWALK EASEMENT
25' w
BUILDING LINE, COLUMNS, CURBS, CONCRETE FOOTING, OR SIMILAR. ki�,06/09/250
15' 2' 8' LANDSCAPING 5' SIDEWALK O
SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE 11, NON O OF PP
SAG AND TYPE I-SELF LEVELING, GLASS A. </N RONN
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TYP. COMPACTED SUBGRADE A QUALIFIED TO C15% DRY DENSITY PER LL a (00 cD
6EOTEGHNIGAL ENGINEER SHALL VERIFY THAT ASTM 06L18 W
EAST S HAF E R VIEW 50' R.O.W. LOCAL ROAD SECTION ORGANICS AND SUFFICIENT STRIPING HAVE BEEN
REMOVED PRIOR TO PLACEMENT OF MATERIAL.
L SINGLE PILE PLANT MIX GRADATIONS
Sco I e: I/Z"= '-O CRUSHED AGGREGATE BASE 0
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GRADATIONS
PERGENTAGES BY WEIGHT PASSING PERGENTAGES BY WEIGHT w
SQUARE MESH SIEVES PASSING SQUARE MESH SIEVES
SIEVE SIZE "NAL WM"SIZE SIEVE SIZE NOMINAL MAXIMUM SIZE a
3/4 IN 1/2 IN 3/8 IN. 2 IN.CM=E 11) 3/4 IN. M-FE 1) o
"N ,N-M4AIMUMSIZE NOMINAL MAXIMUM SIZE `
I IN. 100 2-1/2 IN. 100 I
3/4 IN. 115-100 100 2 IN. 90-100
12 IN. 75-90 C15-100 100 L12 IN.
1 N.K 40-65 50 15 60 I85 3I4 IN. 55-83 CIO-100 U
100
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25-50 35-60 40-65 ' Z
NO. 30 14-50 1 15-55 1 20-40 NO. 4 30-60 40-65
13, 37 R.O.W. 13, NO 50 G-21 10-25 12-28 30-50
Y l NO.. 200 3-8 4-8 6-10 10-25 'I
Q NO. 200 O-8 5-1
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Q Q iX Q Q PERGENTAGES BY WEIGHT PASSING SQUARE MESH SIEVES
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SIEVE SIZE NOMINAL MAXIMUM SIZE All rights reserved. Reproduction or use in any form w
01 2' 5' 6' 2' 16'-6" e 16'-6" 2' 6' 5' 01 2'
8 IN. 6 IN. 3 IN. DRAIN I IN. � FILTER or by any means without written permission of
SAND criminal
Land Design,Inc.is unlawful and subject to 0
RCCK 3 1Ny criminal prosecution.
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8 IN. 100 0
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3 8 IN. 0-4 100 100
SEE7 NO. 4 15-65 15-60 25-60 25-60 85-100 C15-100 Z
7CONCRETE NO. 16 45-80 w
NO. 50 10-30 7
FDLE TAWORK SEE ASPHALT NOIL, . 100 2-10 L o
-Yp, SEE GURB AND PAVING DETAIL NO. 200 0-12 0-12 0-12 0-2 0-12 2-10 0-4 O
10
GUTTER DETAIL NP•
H TYP. I NOTES: — z
I. GONTRAGTOR SHALL USE GONGRETE WITH 28 DAY GOMPRESSIVE STRENGTH F'G=4,000 C
37' R.O.W. LOCAL ROAD WITH DETACHED SIDEWALK I N EASEMENT ROAD SECTION PSI. SUBMIT MIX DESIGN TO BREGKON LAND DESIGN PRIOR TO CONSTRUCTION. 0
3 2. GONGRETE COURSE AGGREGATE GRADATION SHALL MEET ISPWG 3/4" GRADATION AS > N 0
Scale: /4 1 0" SPEGIFIED IN SEGTION 703 PART 2.1 E 4.
3. CONCRETE MIX SHALL MEET THE BASIC, MIX DESIGNS FOR 4,000 PSI GLASS GONGRETE w
AS SPEGIFIED IN ISPWG SEGTION 703 2.4 C TABLE 2. Q > r^ V, z
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4. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON �1/
DRAWINGS. CO cr co J LL
5. SEE I.S.P.W.G., 50-70G FOR ADDITIONAL REQUIREMENTS.
CONCRETE FLATWORK � 00 co
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ASPHALT PAVING �� COURSE MEETING ISPWG SEC. 802 rr � Q
IF LO CONCRETE GURB & GUTTER N 6" MINUS UNGRUSHED AGGREGATE BASE I J
o � � COURSE MEETING ISPWG SEC. 801 LJ
2: 3:
`l' FINISH GRADE PER PLANS KBUILDING LINE, GOLUMNS, CURBS, CONCRETE FOOTING, OR SIMILAR.
(0 GOMPAGTED 5UB6RADE, A QUALIFIED Q
GOLD JOINT WITH Y2" RADIUS ON r III fl III fl GEOTEGHNIGAL ENGINEER SHALL VERIFY SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE I I, NON
CURB AND WALK. TOP OF WALK —III—III—III—III—III—III—III—III—III— THAT ORGANICS AND SUFFICIENT SAG AND TYPE I-SELF LEVELING, GLASS A. W
Y4" AB QOVE TOP BACK OF GURB O O O O O O O O O STRIPING HAVE BEEN REMOVED PRIOR O
WHERE APPLICABLE TO PLAGEMENT OF MATERIAL. LIGHT BROOM FINISH Fr cf- II II �� �� ��� ��� ��� ��� �� ��
—III—III—I — — — — —III—III—III— — — EXPANSION JOINT
AS SPEGIFIED TOOLED SGORE JOINT
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10" 1'-2„ 1" SINE PILE FI-WF MX C-RADA-ha (CL--III 4 M CR)3-B2 AGATE EAGE 6RADATIGNj
E FEFC_E fAC-FS BY W�C+IT PAE6IN�Y5 SGUARE t- 1 SIEVES FERCB\1TAC�5 BY V^EIC+rr PAESINS SGUAI�E M�I SIE`S �° e °
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a° ° 3 4 IN. a5-100 100 2 IN. �i0-100
GOMPAGTED SUB-GRADE
a O O ° ° 1/2 I 75-90 95_I O 100 - I AS SPEGIFIED
60-85 75 GO GO 100 I IN. 55-83 100
NOTE:
N 40-65 50-75 60-85 G0-100 I. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK AS (o
NO. 8 25-50 35-60 40-65 SHOWN ON DRAWINGS.
NO. 30 14-30 15-35 20-40 30-60 40-65
O n O 2. SEE I.S.P.W.G., SD-70a FOR ADDITIONAL REQUIREMENTS.
O� �0� �O III III NO. 50 q-21 10-25 12-28 30-50
( YIJ N° 2O° 3-8 4-8 6-1° I0-25 CONCRETE F LATW O R K
N0. 200
III O-8 3-Q
Q 15" -Mill III=III 11 LW-ARr-�-ED ACNE 6fA Al1CN5 7 Sca e o
II III II
COMPACTED SUBGRADE �-ErPG�BY YAEIC�T PAE9W_;��JPRE M f SIEVES
SIEVE SIZE "NAL MAJ4MJM SIZE o o a►
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AGGREGATE BASE AS
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Q_ I. SEE I.S.P.W.G, 50-702 FOR ADDITIONAL INFORMATION UNLESS SITE SPEGIFIG. 6 IN. 100 w 0 o%�Z�
i 2. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE LANDSCAPE a o k o
C ARCHITEGT AND THE PUBLIC, AGENCY HAVING JURISDICTION. I IN. 100
o� 3. Y2 INGH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL 25-6 100
� 3/85 I N. O-4 100 100
POINTS OF RADII. NO. 4 15-65 15-60 25-60 25-60 85-100 G5-100 REVISIONS
re 4 CORNERS.JOINT AT 8'-0" O.G. AND SHALL BE MINIMUM Ye" WIDE, lY2" DEEP, WITH ROUNDED NO. 16 45-80 No. Date Description
NO. 50 10-30
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5. MATERIALS AND GONSTRUGTION IN GOMPLIANGE WITH ISPWG SPEGIFIGATIONS. NO. 100 2-10
cn 6. BAGKFILL AS PER ISPWG SECTION-706. NO. 200 0-12 0-12 0-12 0-2 0-12 1 2-10 O-4
7. PROVIDE 5-O" TRANSITION TO OTHER GURB TYPE.
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ROLLED CURB AND GUTTER ASPHALT PAVING SECTION PROJECT NO.: Ir
4 25012
Scale /2 = 1 0 5 Scale: 1 = 1 c Q
B DRAWN BY:
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CHECKED BY:
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DATE: J
0 5/21/2025 w
Ir
o SHEET NUMBER ^
PP2.5
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