HomeMy WebLinkAboutPrivate Street Section 1.5' ACHD SS�pNAL fNc�
SIDEWALK 64' ACHD RIGHT-OF-WAY �CF ��pENSF 'D
EASEMENT 50 CM (19.7") SPECIFICATIONS �
0.5'
1' LANDING, UNIT SIZE - 50 CM X 50 CM X 2.5 CM
10' MULTI-USE -8' PLANTER 18' TBC-CL 18' TBC-CL
TYP 16.7 CM (6.6") 25 CM (9.8") (20" X 20" X 1") 860
PATHWAY
3:1 MAX. � AVAILABLE IN 9 STANDARD ROLL SIZES 'r, �
9 1130126
�p v
. GRAMS (18 O
i � 2% EXISTING NGO UNIT WEIGH OR 2.0�G (4.5 POU DS �� TF 0f
1.5 t0.25% 15%
�-- 2%� STRENGTH - 402 KG/CM (5720 PSI)
C. K�NS
\ COLOR - BLACK (STANDARD)
\ //\ \ \// RESIN - HDPE (WITH SOME POST-CONSUMER
CONC
P RR ACHD SIDSDEWALKS
709. / \\/\\//\ /x' xn\ x\� / � \ / RECYCLED CONTENT)
THICKNESS 5" 6\ VERTICAL CURB /\
AND GUTTER PER\ \.\\\r\\\r\\\i\\\i\\\i\\\i /�\\/�\\/�\\ \\r\\\.\�\��\��\ \ /\ PLAN
4" OF 3/4" MINUS ACHD SD-701 COMPACTED SUBGRADE 3 OF ASPHALT PAVEMENT (SP-3, 0.5 INCH (1/2") MIX PG 64-28) GRASSPAVE2 SQUARES
CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
14" MINUS PIT-RUN SUBBASE
STREETSECTION A PUBLIC ADJACENT GRASSPAVE2 SQUARESLu
SCALE: NTS
SEE ENLARGEMENT BELOW
�8.3 CM (3.3") HYDROGROW MIX BELOW RING
81' COMMON LOT PRIVATE 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER
(PRIVATE)
6 CM (2.4")
0.5' 0.5' 0 RINGS FILLED WITH CONCRETE SAND
5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK (CLEAN, SHARP SAND)
0 B Qoo°° 'o°80 �A80o8�00°°o goo °�o on ° oo c�
1' LANDING,
TYP. °o°
1.5 t0.25% �O0 o°O �O�O °OO °° 0�0 � °°°o 0 o PLACE 12" OF 6" MINUS PITRUN z
o �Oo Oo
g�oo°ooCO ° �Oo°�o o� o oo�� O�oOOo �O� GRAVEL COMPACTED TO 95% DRY �
1.5% 1.5 f0.25% o0�Q 0 o°OOo O° °� o ° ° o
(� 0
--� 1 5% r- o ° 00 �Oo�p00 8�0°gig°000(�00Qo000° o DENSITY. N
2% 2% �- "00� ° b °o°o o°o ��d?S�°��do°o °° > �
�\ / / / / / ° Lu
COMPACTED SUBGRADE, ~
\\/r \ \\/\\ >' 6„ VERTICAL CURB,
CONCRETE SIDEWALKS //\//%//%//% / / / TYP./ /�� III I I I if,
PER ACHD SD-709. \/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\i \\i \\i \\i \\/\ SECTION
6" VERTICAL CURB \ \ \ \ \/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ //\//\//\/\�\ r\ TOP OF GRASS ROOT MASS 6 MM
THICKNESS 5" � /\//\//. //�/��/�/.///. /. /./�i./�i./�i/�i/�i/�i/�i./�/./�/./�/./�/./�i./�� r
AND GUTTER PER /,
4" OF 3/4" MINUS ACHD SD-701 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 (1/4") ABOVE TOP OF RING
CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE GRASSPAVE2 ATTACH WITH
SNAP-FIT FASTENERS
ROOT
10" OF MINUS PIT-RUN SUBBASE MASS TO FILL
STREET SECTION B ( PRIVATE) Tr
o Qo° �oaGRASSPAVE2
A 0 o PLACE 12" OF 6" MINUS PITRUN
SCALE: NTS GRAVEL COMPACTED TO 95% DRY
ENLARGEMENT DENSITY. z
NOTE:
1. REFER TO LANDSCAPE PLAN FOR TYPE OF GRASS AND LOCATION OF
SHRUBS/LANDSCAPING ALONG EDGE OF GRASS PAVERS FOR EDGE OF
MAINTENANCE ACCESS ROAD DELINEATION.
56' COMMON LOT (PRIVATE) -
0.5' 0.5' �►-
5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' TBC-CL 8' PLANTER 5' SIDEWALK 14.66' MIN.
1' LANDING,
TYP' 8' WIDE CONCRETE SIDEWALK
1.5 t0.25% 1 5% 3.33 MIN. WIDTH 3.33 MIN. WIDTH
1.5% 1.5 t0.25%
GRASS PAVERS (GRASS PAVERS)
- 2% 2% � - t- 5" THICK CONCRETE
1.75% MAX.
/ /CONCRETE SIDEWALK / / / \�" ROLLED CURB ' /r /� -� gill k.Alu
PER ACHD SD-709. \ / \\ \\ \\ \\ \ \\ \\ \\ \\ \ \ \'\ \\ \\ \\ \\ \\ \\ \\ \\ \\ AND GUTTER PER
THICKNESS 5" L / / / / / �/ /��ACHD SD-702 (,/)
6A DER UTTER PER COMPACTED SUBGRADE \ 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28
TICA
CRUSHED AGGREGATE BASE 4 OF 3/4 -MINUS CRUSHED AGGREGATE BASE O z
4" 3/4" MINUS ACHD SD-701 " "
10" OF MINUS PIT-RUN SUBBASE
STREET SECTION C PRIVATE \�!�\''�\''�\'''�'''�
12" OF 3/4"-MINUS CRUSHED O
SCALE: NTS AGGREGATE BASE (TYPE 1) PER ISPWC. N O z
COMPACTED SUBGRADE PER - = w
GEOTECHNICAL REPORT > Q 2
CITY OF MERIDIAN MAINTENANCE ACCESS ROAD (GRASSPAVE2) DETAIL E 0 L
NTS mz O �
56' COMMON LOT (PRIVATE) 0- 1 Q w
0.5' 0.5' �- L u
� Q
5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' TBC-CL 8' PLANTER 5' SIDEWALK U 2
1' LANDING, LZ Lu
TYP.
1.5 t0.25% 1.5% 1.5% 1.5 t0.25%
i - 2% 2% � �- Q
CONCRETE SIDEWALKS
PER ACHD
0 '\ Lu
6" VERT CA C O
CURB�/ \ \ /\ �\ �\ � / /\\ �\
THICKNESS 5"
AND GUTTER PER ^ �� /
4" OF 3/4" MINUS ACHD SD-701 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 Q
CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) COMPACTED SUBGRADE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
10" OF MINUS PIT-RUN SUBBASE
m
STREET SECTION D ( PRIVATE)
m
SCALE: NTS
3 SECTION z
1.5' ACHD LINE O
SIDEWALK 47' ACHD RIGHT-OF-WAY TO CL
o EASEMENT 0.5' EXISTING 3' U
GRAVEL Z)
SHOULDER
10' MULTI-USE BORROW DITCH WIDTH VARIES (17' MIN.)
d PATHWAY WIDTH VARIES
z
MP'`
20' PL-PL 1' LANDING, /\�\ \\ \\ X a 1 O
TYP. CONCRETE SIDEWALKS/ /�r 1' LANDING, //\
o / 2% E% PER ACHD 9.
THICKNEESS 05" \\// \\ \ TMP \\\\\\\\\\\\ \\\\ \\\\\\\ \ \ \ \ EXISTING ROAD SECTION \\ r
w � / // . // . // � �
\ \ \ \ \ 4" OF 3/4" MINUS BORROW DITCH PER 6" OF 3/4" MINUS CRUSHED\ \\ \\ \\ \\ \\ \\ \\1 E N G I N E E R I N G
a //�// 6" PORTLAND CEMENT CONCRETE. CONCRETE CRUSHED AGGREGATE BASE \//\/ ACHD STORMWATER / AGGREGATE LEVELING COURSE \/\/\//�//j// / 5725 NORTH DISCOVERY WAY
o / / / MIX DESIGN PER ISPWC 4000A. /\\ GUIDELINES SECTION \/\\/\\ \/\\/\\/�� /'� /'� ' BOISE,IDAHO 83713 O
INSTALL 6" X 6" WELDED WIRE FABRIC LAYER.
r 8200 STANDARD�/ /\ / PHONE(208)639 6939
DRAWING DETAIL 5 \//
\\ kmengllp.com z
6" 3/4"-MINUS CRUSHED AGGREGATE BASE
DESIGN BY: LCK
STREET SECTION E ( PRIVATE ALLEY STREET SECTION F (S. LOCUST GROVE RD. ) DRAWN BY: JAD cr_
o CHECKED BY: LCK
SCALE: NTS SCALE: NTS Q
F DATE: JANUARY 2026 z
o PROJECT: 24-287 �c
SHEET NO. c
w
C2. 19
a
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