HomeMy WebLinkAboutPP2.5 STREET SECTIONS ORIGINAL SURVEY ON FILE AT ACCURATE
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50' ROW 7' SIDEWALK EASEMENT
25' 227 6
BUILDING LINE, COLUMNS, CURBS, CONCRETE FOOTING, OR SIMILAR. 0/21/25�0
15' 2' 8' LANDSCAPING 5' SIDEWALK Cc, OF �pP
SEALANT-POLYURETHANE SEALANT F5-TT-5-00227, TYPE 11, NON Q PP
SAG AND TYPE I-SELF LEVELING, GLASS A. RCNN
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SEE ASPHALT FLATWORK D D D D D D D D D D D D D D D
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CRUSHED AGGREGATE s Q 0 ° ° Y 00
PAVING DETAIL, E, C 0 ° L)``' o
TYP BASE COURSE MEETING u ° _- °- ° 00 N ° 10
III III ,III III I sPwG SEC. 802, COMPACT w -0 a � 9 0 ° z
TYP SEE CURB AND IIIIIIIIII,,,
GUTTER DETAIL > ° ° cu ° a
TYP. GOMPAGTED 5UB6RADE A QUALIFIED TO C15% DRY DENSITY PER ii a cCc, CC-0 o
GEOTEGHNIGAL ENGINEER SHALL VERIFY THAT ASTM D6L18 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
Sc o I e: I/Z"= 1'-O CRUSHED AGGREGATE BASE 0
(GL-III ff IV)
GRADATIONS
PERGENTA6E5 BY WEIGHT PASSING PERGENTA6ES BY WEIGHT w
SQUARE MESH SIEVES PASSING SQUARE MESH SIEVES
SIEVE SZE "NAL WIX"SIZE SIEVE SIZE NOMINAL MAXIMUM SIZE a
5/4 IN. 1/2 IR 3/8 IN. 2 IN.CM=E 11) 3/4 IN. M-FE 1) o
"N ,I M4AIMUM9ZE NOMINAL MAXIMUM SIZE `
I IN. 100 2-1/2 IN. 100 I °
3/4 IN. G5-100 100 2 IN. I 90-100
12 1N. 75-90 C15-100 100 1-12 IN.
1 N.K 40-65 50 15 60 I85 3I4 IN. 55-83 CIO-100 F
100
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25-50 35-60 40-65 ' Z
N0. 30 14-50 15-35 20-40 30-60 40-65
13' 37' R.O.W. 13, NO. 50 G-21 10-25 12-28 30-50
Y NO. 200 3-8 4-8 6-10 INO, 5 10-25 'I
Q NO. 200 0-8 5-1
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LIA N w N UNGRUSHED AGGREGATE GRADATIONS z
Q iX Q Q PERGENTA6ES BY WEIGHT PASSING SQUARE MESH SIEVES
N w 0 w Copyright c�2025
SIE\/E SIZE NOMINAL MAXIMUM SIZE All rights reserved. Reproduction or use in any form01 w
2' 5' 6' 2' 16'-6" e 16'-6" 2' 6' 5' 01 2'
8 11y 6 IN. 3 11y LRA1N 111y SAND FILTH or by any means without written permission of00 �
SAND criminal
Land Design,Inc.is unlawful and subject to 0
RCCK criminal prosecution.
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8 IN. 100 0
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2% MIN. SLOPE 2% MIN. SLOPE 6J iu: 100 100 100 °
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I IN. 25-60 100 Y
3 8 IN. 0-4 100 100 1<
SEE NO. 4 15-65 15-60 25-60 25-60 85-100 C15-100 z
77!!GONCRETE NO. 16 45-80 w
NO. 50 10-30 7
FDLE TAWORK SEE ASPHALT NO. 100 2-10 L o
�P, SEE GURB AND PAVING DETAIL NO. 200 0-12 0-12 0-12 0-2 0-12 2-10 0-4 O
GUTTER DETAIL TYP.
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 °
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 CONCRETE Nt w
AS SPEGIFIED IN ISPWG SEGTION 703 2.4 G TABLE 2. Q > (0 V, z
4. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON �1/
DRAWINGS. CO cr co J 00
5. SEE I.S.P.W.G., SD-70G FOR ADDITIONAL REQUIREMENTS.
CONCRETE FLATWORK � 00 co
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B i W 4 ASPHALT PAVEMENT SURFACE COURSE r I� 0
N PER ISPWG SEG. 810 WITH AGGREGATE v
MEETING ISPWG SEG. 803 Q > Q `
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0 0 0 0 ou o 0 0 0 0 5/4" MINUS GRUSHED AGGREGATE BASE
°� ASPHALT PAVING O COURSE MEETING ISPWG SEC. 802
O O O O O O O O O
F o CONCRETE GURB & GUTTER N 6" MINUS UNGRUSHED AGGREGATE BASEc_� - 2: 3:
I I
O O O O O O O O O O
COURSE MEETING ISPWG SEG. 801
FINISH GRADE PER PLANS LJJ
GOMPAGTED 5UB6RADE, A QUALIFIED
GOLD JOINT WITH Y2" RADIUS ON III � I III fl GEOTEGHNIGAL ENGINEER SHALL VERIFY C)
o GURB AND WALK. TOP OF WALK —III—III—III—III—III—III—III—III—III—I I—I I—I — THAT ORGANICS AND SUFFIGIENT W < Q
U Y4" ABOVE TOP BACK OF GURB III III III III III III III III o o o o III III STRIPING HAVE BEEN REMOVED PRIOR O
WHERE APPLIGABLE III III TO PLAGEMENT OF MATERIAL.
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0 10" 1'-2" 1„ SINE PILE PLANE MX C-ADA-na (CL--III 4 M CREFED AGATE EAGE 6RADAT10�i
E FBPlCAG-FS BY W3C+IT PAE111�Y5 SQUARE MESJ SIEVES FE;Z-�AC-E5 Br V-EIC+rr PAEfIN6 50JARE MES- I SIEVES W w
° SIEVE SIZE N'.,MNI WIAK M SIZE SIEVE SIZE "NAL MA>4MJM SIZE
3/4 IN. 1/2 IN. 3/8 IN. 2 IN.(T r-E II) 3/4 IN.Ml--E 1)
" - /� "NAL MAC "SIZE N�1NAL MAa4MJM SIZE
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0 0 I IN. 100 2-1/2 IN. 100
a° 3/4 IN. C15-100 100 2 IN. q0-100
75-10
® a ° ° I 95-100 100 -
o �o ii 75-GO GO-100 1 IN. 55-83 100 r n
NNO. 4 40-65 50-75 60-85 GO-100 �+
o NO. 8 25-50 35-60 40-65 31b IN,
NO. 30 14-30 15-35 20-40 NO. 4 30-60 40-65
N0. 50 CI-21 10-25 12-28 No, 5 30-50
o(ono oj� o�y�o�tno_�I� III III NO. 200 3-8 4-8 6-10 NO, 30 10-25
III III III NO. 200 O-8 3-1
11 Q -I I � � I1 IIIIII1 I I
6» III III 1 1 UN'.R9-ED AC-G- aATE 6RADAl1Ct5
FER-
COMPACTED SUBGRADE �rPG BY Y EICT PP�11�'��JP1�Mf SIEVESLU
SIEVE SIZE "NAL MAJ "SIZE ' o�� c►
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AGGREGATE BASE AS
8 IN 6 IN. 3 IN 01iN I IN. � FILTER � y W
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SPEGIFIED � SAd�7 .14y���?��
NOTES: / . �QC9RCWW
� 8 IN. 100 CO 14 Iq Q m
Q_ I. SEE I.S.P.W.G, 50-702 FOR ADDITIONAL INFORMATION UNLESS SITE SPEGIFIG. 6 IN. 100 w°o q z Z z
i 2. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE LANDSGAPE a o k o
C 3 IN. 100 100
� ARCHITEGT AND THE PUBLIC, AGENCY HAVING JURISDIGTION.
o� 3. Y2 INGH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL I 5 25-4 100
� 3/8 I N. O- 100 100
POINTS OF RADII. NO. 4 15-65 15-60 25-60 25-60 85-100 G5-100 REVISIONS
re 4 SCORE 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 I 1 10-30 1 7/15/25 CITY COMMENTS
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 1 0-12 0-12 0-2 1 0-12 1 2-10 O-4
7. PROVIDE 5'-0" 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:
CR, KS Z
CHECKED BY:
JB _
DATE: J
0 9/8/25 w
Ir
o SHEET NUMBER ^
PP2.5
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