HomeMy WebLinkAboutC4.70_Roadway Details Roadway Sections CLM
26'
22' R/W R/W 22
11 PERMEABLE CONCRETE PAVER: BELGARD W Z
ACHD EASEMENT 30 ACHD EASEMENT COMMERCIAL CONCRETE PAVER, 3-1/8"MIN
10, 2' 26' 0' 10, ASTM NO. 8 AGGREGATE DEPTH, PER ASTM C 936 ASTM NO. 8 AGGREGATE
PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT
C/L ASTM N0. 8 OPEN GRADED FRACTURED
2 SIDEWALK PLANTER 13' 13' PLANTER SIDEWALK 2 AGGREGATE IN OPENINGS
2' 11' 11' 2' e REVERSE PAN CURB&GUTTER REVERSE PAN CURB &GUTTER
WITH ATTACHED SIDEWALK ASTM NO. 8 OPEN-GRADED WITH ATTACHED SIDEWALK
2.5"ASPHALT CONCRETE, PER PLAN FRACTURED AGGREGATE PER PLAN
SP-3, 1/2"MIX, PG 58-28 CURB&GUTTER 1„ BEDDING COURSE, 2" DEPTH 1„
1.5% ±0.25% PER PLANS TYP. 1.5% ±0.25%
0 0 0 0 0 0 0 0 0 0 0
I I 0 0 0 0 0
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o 0 0 0
III I I III / \ o o \
I � /
oil
III I III I III I III I III III II
4"OF 3 4"MINUS CRUSHED 5-IN THICK CONCRETE SIDEWALK PER \\\ \ o 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0
/ i ^�� � � o 0 0 0 0 0 0 0 0 0 0� - � o 0 0 0 0 0 ���
0.5 TYP. o COMPACTED SUBGRADE MIN.TOP OF ROCK #2 STONE SECTION 4"OF 3/4" MINUS CRUSHED ISPWC (ACHD SUPPLEMENT) SD-709 %\\/ \�,/// z a / /. ( ) SCION NOTES: ;,ox+
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AGGREGATE BASE,TYPE 1 /\/\\\ o 0 0 0 0 0 0 0 0 o c. \\ ELEVATION NOTED IN ROADWAY 1. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY
�\ \ / o 0 0 0 0 0 0 0 0 0 ���� �
AGGREGATE BASE,TYPE 1 \
12"OF 6"MINUS UNCRUSHED 4"OF 3/4"MINUS CRUSHED \\ /\ o 0 0 0 0 0 0 0 0 o c o >jo 0 0 0 0 0 /\ PROFILE VIEW TO SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM
12"OF 6" MINUS UNCRUSHED V A/ a o \/�/ j. \A` OF 3-FT. GROUNDWATER FOR THIS SITE IS EXPECTED TO BE ±3.5'-±5'
Notes: AGGREGATE BASE AGGREGATE BASE AGGREGATE BASE,TYPE 1 ASTM N0. 57 OPEN-GRADED / / \ \ o 0 0 0 0 0 0 0 o c U Ll- 0 0 0 0 0
FRACTURED AGGREGATE BASE \/ / / w / \ / BELOW EXISTING GRADE BASED UPON BI-WEEKLY MONITORING.
1. REFER TO ISPWC DIVISION 800 FOR MORE INFORMATION. \\\�\/ o 0 0 0 0 0 0 0 0 o c ¢ tf
2. COMPACTION TESTING WILL BE REQUIRED FOR SUBGRADE, SUB-BASE,AND ASPHALT PLACEMENT. CORES ASTM N0. 2 STONE OPEN GRADED \\\ >-(= /\\\�\' 2. DESIGN INFILTRATION RATE FOR PAVER SYSTEM IS 8-IN/HR. CONTRACTOR
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AND THICKNESS TESTING WILL BE REQUIRED IN CONSTRUCTION NOTES PER CITY OF MERIDIAN STANDARDS. FRACTURED AGGREGATE SUBBASE / SHALL HAVE INFILTRATION TEST PERFORMED BY SOILS ENGINEER AFTER
3. PROOF ROLL SUBGRADE. j\\ /\�/\/ \\/ / /\ \� / \ /\� \ SEEPAGE TRENCH IS FULLY EXCAVATED. PROJECT ENGINEER MUST BE
4. ASPHALT PAVEING WITHIN THE RIGHT OF WAY SHALL MATCH EXISTING STREET PAVEMENT SECTION OR USE NON-WOVEN GEOTEXTILE /�\\ \\/ \/\\\ \//\\ \\/\ \\/\ PRESENT DURING INFILTRATION TESTING. IF THE PERCOLATION IS LESS
THE SECTION INDICATED IN THE ABOVE DETAIL,WHICHEVER IS GREATER. FABRIC ON ENDS AND SIDES; / /\/ \\ /\\ \\ \/ /\/\� BOTTOM ROCK ELEVATION NOTED THAN SPECIFIED RATE, CONTRACTOR WILL NEED TO OVEREXCAVATE THE
6" MIN OVERLAP PAVER\\\��//\/�\\\\\\\ / \\\\�/\ o%\�\��� IN ROADWAY PROFILE VIEW PAVER SUBGRADE TO FREE-DRAINING SOILS FOR DRAINAGE TO OCCUR OR
CONTACT THE ENGINEER TO REDESIGN THE SYSTEM TO ACHIEVE THE
EXTEND DRAIN ROCK 1'MIN. INTO NATIVE FREE REQUIRED CRITERIA.
Roadway Details - N. Grand Lake Way - Collector DRAINING (POORLY GRADED GRAVEL WITH SAND)
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1 Scale: 1" = 5' ANTICIPATED +/-3'BELOW EXISTING GROUND. IF Cn 3. CONTRACTOR TO SCARIFY SUBGRADE PRIOR TO PLACEMENT OF THE
ADDITIONAL EXCAVATION IS REQUIRED TO REACH � PAVER SECTION TO PROMOTE INFILTRATION.AFTER THE SUBGRADE IS
NATIVE FREE DRAINING, BACKFILL WITH 6"-MINUS �° SCARIFIED, EFFORTS TO KEEP TRAFFIC (INCLUDING PAVER PLACEMENT
PIT RUN PER ISPWC SECTION 801. _ _ _ _ _ _ _ SEASONAL HIGH GROUNDWATER EQUIPMENT) OFF OF THE SUBGRADE SHALL BE MADE TO PREVENT
ELEVATION NOTED IN ROADWAY COMPACTION OF THE MATERIAL.
8' R/W R/W 18' Permeable Paver Installation PROFILE VIEW 4. REFER TO ACHD BMP-34 FOR OTHER DETAILS.
47'
ACHD EASEMENT ACHD EASEMENT
16' 16, Scale: NTS
PUBLIC UTILITY EASEMENT 33 PUBLIC UTILITY EASEMENT
C/L
5' 8' 8' 5'
2 SIDEWALK PLANTER 16.5' 16.5' PLANTER SIDEWALK 2 ASPHALT PAVEMENT
2' 14.5' 14.5' 2' e SCORE SIDEWALK TO
0.67' MATCH CURBING
2.5"ASPHALT CONCRETE, CURB&GUTTER MONOLITHIC POUR SIDEWALK
SP-3, 1/2"MIX, PG 58-28 ° -
1.5% ±0.25% PER PLANS TYP. 1.5% ±0.25% 18 a�` LO
4" DEPTH OF 3/4-IN CRUSHED
a°
a c` AGGREGATE BASE TYPE 1
ao ° --
4 \a SUBBASE PER DETAIL 4
°
4"OF 3/4"MINUS CRUSHED COMPACTED SUBGRADE 4"OF 3/4"MINUS CRUSHED 0.67' ��c
0.5'TYP. 5-IN THICK CONCRETE SIDEWALK PER
AGGREGATE BASE,TYPE 1 AGGREGATE BASE,TYPE 1 ISPWC (ACHD SUPPLEMENT) SD-709 PICP 8"x18"CONCRETE BAND THICKENED EDGE SIDEWALK
12"OF 6" MINUS UNCRUSHED 12"OF 6"MINUS UNCRUSHED
AGGREGATE BASE AGGREGATE BASE 4"OF 3/4"MINUS CRUSHED %
AGGREGATE BASE,TYPE 1 8° "RADIUS 0 0 0 0 o PICP PER DETAIL 5/C4.70 TYP.
Notes:
1. REFER TO ISPWC DIVISION 800 FOR MORE INFORMATION. CONCRETE CROSSING CONCRETE RIBBON CURB
2. COMPACTION TESTING WILL BE REQUIRED FOR SUBGRADE, SUB-BASE,AND ASPHALT PLACEMENT. CORES TO ASPHALT CONDITION PER DETAIL 6/C4.70 TYP.
AND THICKNESS TESTING WILL BE REQUIRED IN CONSTRUCTION NOTES PER CITY OF MERIDIAN STANDARDS.
3. PROOF ROLL SUBGRADE. 0.67' 5"THICK CONCRETE PEDESTRIAN CROSSING 5'-8'WIDE, PER PLANS 0.67'
4. ASPHALT PAVEING WITHIN THE RIGHT OF WAY SHALL MATCH EXISTING STREET PAVEMENT SECTION OR USE 1100 °
THE SECTION INDICATED IN THE ABOVE DETAIL,WHICHEVER IS GREATER. a
O O O O O O O O O O O O O O O o
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Roadway Details - 331/47' Standard Local Street Section Per ACHD SUPP Section 7207 o o�
O O O O O O O
Scale: 1" = 5'
� � o Q o �; o 0 0 0 0 4"DEPTH OF 3/4-IN CRUSHED \o 0 0 0 o a \
w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4"DEPTH OF 3/4-IN CRUSHED - d +I22�0
o O O O O O O O O O O O O O O O O O O �O- -� AGGREGATE BASE TYPE 1 d
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o AGGREGATE BASE TYPE 1
ty PER ISPWC SECTION 802 o a d °
6 MINUS UNCRUSHED
jA GGREG ATE BASE� A� NON-WOVEN GEOTEXTILE FABRIC ON \�\
R/W RAN /
\ \\/ \\/ / \\ \//\ \�o / / \\/ \/\\\ \/ \�/ j SEPARATING 6"MINUS AGGREGATE BASE
19' 47, 20' \/ /\/,� \ /\/\\\ \\ / \ \\�\ o \/ / , AND SUBGRADE; 6°MIN OVERLAP /\\
LANDSCAPE EASEMENT ACHD&PUBLIC UTILITY EASEMENT
MATERIALS PER DETAIL 5 COMPACTED SUBGRADE
13' 33'
ACHD&PUBLIC UTILITY EASEMENT NOTE: CONCRETE CROSSING
C/L PROVIDE SCORE JOINTS AT 10'-0"O.C. TO PAVERS CONDITION COMPACTED SUBGRADE r
2 SIDEWALK PLANTER 16.5' 16.5' PLANTER SIDEWALK 2
2' 14.5' 14.5' 2' Concrete Ribbon Curb Concrete Pedestrian Street Crossing CD
6 Scale: NTS 7 Scale: NTS
2.5„ASPHALT CONCRETE, CURB&GUTTER
1.5% ±0.25% SP-3, 1/2"MIX, PG 58-28 PER PLANS TYP. 1.5% ±0.25% cc
DISTANCE = WHOLE C)
p SOLDIER COURSE
CURB &GUTTER PER
OR HALF PAVERS ONLY ° CAST IRON VALVE BOX AND LID
III I I I o
COMPACTED SUBGRADE I-
4"OF 3/4"MINUS CRUSHED 4"OF 3/4"MINUS CRUSHED III 5-IN THICK CONCRETE SIDEWALK PER PLAN (TYP.)
0.5TYP. FIBER REINFORCED PER ISPWC SD-508 cc
AGGREGATE BASE,TYPE 1 AGGREGATE BASE,TYPE 1 ISPWC (ACHD SUPPLEMENT) SD-709 N . 8 AGGREGATE 12"STRIP OF GEOTEXTILE.TURN UP AGAINST CONCRETE COLLAR. MIN. 2-FT
12"OF 6"MINUS UNCRUSHED 12"OF 6"MINUS UNCRUSHED 4"OF 3/4"MINUS CRUSHED COLLAR AND TRIM BELOW FINAL SURFACE SQ.x 8"THICK. ELEVATION 1/4" O
AGGREGATE BASE AGGREGATE BASE AGGREGATE BASE PERMEABLE CONCRETE PAVER BELOW PAVERS. ■
,TYPE 1 (HERRINGBONE PATTERN) TYPICAL UTILITY COVER
z
Notes: (SIZE VARIES) N PICP STEEL COLLAR FRAME y
1. REFER TO ISPWC DIVISION 800 FOR MORE INFORMATION. cc °� 2-' •
00
O
2. COMPACTION TESTING WILL BE REQUIRED FOR SUBGRADE, SUB-BASE,AND ASPHALT PLACEMENT. CORES STRING OR SAILOR COURSE OF PAVERS °
-7
AND THICKNESS TESTING WILL BE REQUIRED IN CONSTRUCTION NOTES PER CITY OF MERIDIAN STANDARDS. AROUND COLLAR, NO CUT PAVERS ° I ° ■
3. PROOF ROLL SUBGRADE. PLACED DIRECTLY AGAINST COLLAR ° WHOLE OR HALF m
4. ASPHALT PAVEING WITHIN THE RIGHT OF WAY SHALL MATCH EXISTING STREET PAVEMENT SECTION OR USE El E � L PAVERS ONLY B
THE SECTION INDICATED IN THE ABOVE DETAIL,WHICHEVER IS GREATER. ° ° ° �
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 o O
- O O O O O O O �o
Roadway Details - 33'/47' Standard Local Street Section Per ACHD SUPP Section 7207 - N. Quintale St. ° ` I � �yfv^/L1 m
3 Scale: 1" = 5'
c0
SECTION B
T SCORE JOINTS AT MIDPOINTY SOLDIER COURSE _L �
ASTM NO. 8 (TYP)ALL 4 SIDES PAVER UTILITY COLLAR 00
AGGREGATE 12"STRIP OF GEOTEXTILE. _NTS_ c-) M
TURN UP AGAINST COLLAR AND
TRIM BELOW FINAL SURFACE .20
C U-) _:_
~ i
CY) CD
NOTES: Revisions
VARIES 1. LOCATE CONCRETE APRON AROUND UTILITY COVERS SO EDGE OF
CONCRETE ACCOMMODATES WHOLE PAVER (5.5"WIDTH OR 11"LENGTH).
10'PUBLIC R/W R/W 10, PUBLIC (MANHOLES 4.53'SQ.) 1
UTILITIES EASEMENT(PUE) # 47, UTILITIES EASEMENT (PUE) 1-1/2"STEEL RAIL 2. CONCRETE COLLARS SHALL BE PLACED AFTER BASE IS INSTALLED. NO
OR AS DIMENSIONED OR AS DIMENSIONED WELDED
33' 1-1/2"STEEL CONTINUOUS WELDED UT PAVERS LESS THAN 5.51,WIDTH ALLOWED.
RAIL WELDED SEAM (WHERE WELDED) 3. COVER DOES NOT NEED TO BE CENTERED IN CONCRETE.
5, C/L 8'
2 SIDEWALK 16.51 16.51 SIDEWALK 4. PROVIDE MIN. 1'WIDTH OF CONCRETE FROM EDGE OF COVER TO OUTSIDE
2' 14.5' 14.5' 2' C OF APRON.
5. SCORE JOINTS AND REINFORCING TO BE IN CONFORMANCE WITH ISPWC
CURB&GUTTER (REVERSE PAN) SECTION C ,T 00 STANDARD DRAWING SD-616.
1.5%±0.25% PERMEABLE PAVERS PER PLANS TYP. 1.5%±0.25%
6. RAISE/LOWER MANHOLE COVERS PER REQUIREMENTS OF GRADING
PLANS.
STEEL COLLAR FRAME 7. POUR CONCRETE COLLARS PRIOR TO SETTING PAVERS. CONTRACTOR
5-IN THICK CONCRETE SIDEWALK PER -NTS- SHALL TAKE SPECIAL CARE TO ENSURE THAT THE COLLAR SIDES ARE
0.5' (TYP.) ASTM 8-BEDDING COMPACTED SUBGRADE ISPWC (ACHD SUPPLEMENT) SD-709 PARALLEL AND PERPENDICULAR TO THE LINE OF PAVERS. FAILURE TO
COMPLY WILL RESULT IN THE CONTRACTOR REMOVING AND RE-POURING ZpNAL E
BOTTOM OF ROCK ELEVATION NOTED IN ASTM 57-BASE 4"OF 3/4" MINUS CRUSHED COLLAR AT THEIR EXPENSE.
PROFILE VIEW ROADWAY SHEETS.
AGGREGATE BASE,TYPE 1 Concrete Collars at Utility Structure & Observation Wells
ASTM 2-SUBBASE Scale: NTS �
568
J�X04/15/2025
29,- PERMEABLE PAVERS 9 )E OF ell
SEE DETAIL 1/C2.51 FOR MATERIALS 'SW•G�
3 Project No.: 123200
Date of Issuance: 4.15.2025
Roadway Details - 33'/47' Standard Local Street Section Per ACHD SUPP Section 7207 (Permeable Pavers Section) Project Milestone Permit Set
a 4 " = ' Roadway Details
Scale: 1 5
Roadway Sections
2-1
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