HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 8.08.22- 22-00483 - Temple View - 660 S 2nd W - Parking Lot-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : Temple View - 660 S 2nd W - Parking Lot
Address : 660 S 2nd W
Record Type : Commercial Accessory Structure
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 8.08.22- 22-00483 - Temple View - 660 S 2nd W - Parking Lot.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00483
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
21-621 TEMPLE
VIEW
7.19.2022-Cover
Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
21-621 TEMPLE
VIEW
7.19.2022-Cover
Stamp Tawnya Grover : P&Z Open 1 Plan Received
21-621 TEMPLE
VIEW
7.19.2022-GL
Stamp Kyle Baldwin : P&Z Open 5 Approved - Planning and Zoning
21-621 TEMPLE
VIEW
7.19.2022-Cover
Stamp Joel Gray : PW Open 1 Approved - Public Works
21-621 TEMPLE
VIEW
7.19.2022-Detail
Callout Joel Gray : PW Open 7 Bollards are required per City Standards.
Commercial Accessory Structure
Approval of plans does not constitute approval of variance from code
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TEMPLE VIEW TRANSITIONAL CARE
CONSTRUCTION DRAWINGS FOR:
SITE PLAN
SHEET 1 COVER SHEET
SHEET 2 GENERAL NOTES
SHEET 3 QUALITY CONTROL TESTING
SHEET 4 DEMO SHEET
SHEET 5 GENERAL LAYOUT
SHEET 6 GRADING
SHEET 7 DETAIL SHEET
SHEET 8 BEST MANAGEMENT PRACTICES
REXBURG, IDAHO
PROJECT LOCATION
REXBURG
IDAHO
SITE
AUGUST 2022
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
GENERAL NOTES
1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards
and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or
requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.
2. All material furnished on or for the project must meet the minimum requirements of the approving agencies
or as set forth herein, whichever is more restrictive.
3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these
plans, is based on records of the various utility companies and where possible, measurements taken in the
field. The Contractor must call the local utility location center at least 48 hours before any excavation
to request exact field locations of the utilities.
4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work.
All Contractors, Subcontractors and/or Utility Contractors shall be present.
5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage
improvements are in place and functioning.
7. All Contractors working within the project boundaries are responsible for compliance with all applicable
safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of
traffic, excavation, trenching, shoring, and security within and around the construction area.
8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note
# 2 above at the request of the agency and/or Engineer.
9. HLE and/or Inspector must give approval prior to (a) backfilling trenches for pipe; (b) placing of
aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such
approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable
manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project
Engineer.
10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed
within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction
and inspection.
11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
12. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any
plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop
work order. Contractor must also maintain a set of plans stamped with approval by the Department of
Environmental Quality on site.
13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and
preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection
Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to
the Engineer at least forty-eight (48) hours prior to the beginning of construction.
14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt
tracked in from the site.
15. All measures possible shall be taken to ensure erosion control with Best Management Practices.
16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17. All work must meet standards set forth by the American Disabilities Act (ADA).
18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill
compaction.
19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20. HLE and/or Inspector shall make periodic visits to the project location to ensure that
the site improvements meet or exceed standards and design as per the approved construction drawings.
21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22. Contractor must have ISPWC Manual (current edition) on-site during all phases of construction. Failure to
do so may result in non-acceptance of the site by DEQ, Engineer, City, etc.
23 A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to HLE
prior to the walk-thru.
CENTERLINE
RIGHT OF WAY LINE
EASEMENT LINE
CONTOUR
FENCE
WATERLINE
SANITARY SEWER
STORM SEWER
POWER LINE
GAS LINE
CABLE LINE
TELEPHONE LINE
SANITARY MANHOLE
STORM MANHOLE
CATCH BASIN
FIRE HYDRANT
WATER VALVE
POWER POLE
STREET LIGHT
TELEPHONE PEDESTAL
SIGN
TREE
WATER SERVICE
SANITARY SERVICE
NUMBER PARKING SPACES
ASPHALT PAVING
DESCRIPTION EXISTING
CIVIL ENGINEER
HLE, INC.
DARYL KOFEOD, P.E.
GILMORE JENKINS E.I.
101 S PARK AVE STE 210
IDAHO FALLS, IDAHO 83402
(208) 524-0212
PROPOSED
4500 4500
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PRELIMINARY
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REXBURG BUILDING DEPARTMENT
SHAUNA EATON
(208) 372-2166
shauna.eaton@rexburg.org
REXBURG PUBLIC WORKS
(208) 359-3020
publicworks@rexburg.org
1. Quality control testing must be performed to ensure that all construction methods and materials
are in accordance with ISPWC standards.
2. The testing also aids the Project Engineer and appropriate governing body (i.e. city, county, etc.) in the
process of certification and final acceptance of the development.
3. Completion of this form will signify the preliminary acceptance by the Project Engineer and recommendation of
the proposed development for final approval.. Ultimately, final approval is at the discretion of the governing
body of the proposed development (i.e. city, county, etc.)
4. Failure to perform required testing and/or to receive initialization from Project Engineer will result in non
acceptance of the the development.
5. Contractor assumes responsibility to contact Project Engineer 24 hours prior to required testing. Should
scheduling conflicts arise due to failure to provide sufficient notice, said Contractor must reschedule as his/her
own cost.
NOTES:
ASPHALT PAVEMENT TESTING
1. Approval of clearing and grubbing of native material. Certify
removal of all organics.
2. Approval of sub-grade materials. Scarify and compact sub-
grade to meet compaction requirements per governing
specifications (i.e. contract, Geotech report, ISPWC, etc.)
3. Approval of sub-base materials (pit run). Lift placement not to
exceed 8". Provide sufficient compaction to meet requirement
per governing specifications (i.e. contract, Geotech report,
ISPWC, etc.)
4. Approval of aggregate base materials (3/4" crush). Lift
placement not to exceed 8". Provide sufficient compaction to
meet requirements per governing specifications (i.e. contract,
Geotech report, ISPWC, etc.)
5. Apply asphalt tack coat on contact surfaces of transverse and
cold longitudinal joints.
6. Approval of asphalt placement. Asphalt mat must meet min.
thickness requirements after compaction. Provide sufficient
compaction to meet requirements per governing specifications
(i.e. contract, Geotech report, ISPWC, etc.)
HLE INSPECTOR/
DATEFREQUENCY
CITY INSPECTOR/
DATE
CONCRETE TESTING
1. Approval of aggregate base, compaction, and rebar placement
prior to pouring of concrete.
2. Use of expansion joints/material in sidewalks, slabs, and other
items as required per ISPWC Section 703.
3. Provide proper surfacing, edging, and finish work as described
by ISPWC Sections 703 and 705.
4. Concrete testing for slump, air entrainment, and compressive
strength shall be performed for each concrete structure (i.e.
curb, sidewalk, slabs, footings, walls, etc.). Testing required
every 100 cu. yd. and/or individual calendar day per ISPWC
Section 703.
HLE INSPECTOR/
DATEFREQUENCY
CITY INSPECTOR/
DATE
STORM SYSTEM TESTING
1. Approval of stormline bedding material and placement per ISPWC
Section 305.
2. Inspect pipe to verify that type, class, and thickness are uniform
as per plans.
3. Approval of stormline placement and verification of 18" seperation
from all potable waterlines.
4. Provide proper compaction of stormline trench. Test compaction
of lifts every 1.5 feet. Meet compaction requirements established
in ISPWC Section 306.
5. Provide proper compaction around all storm drains and manholes.
Meet compaction requirement established in ISPWC Section 306.
6. Properly place non-shrink grouting around all piping and/or other
voids in catch basins and manholes per ISPWC Section 502.
7. Provide concrete collars around all manholes. Concrete collars
shall contain rebar reinforcement and conform to ISPWC Standard
Drawing SD-508.
8. Clean out all manholes and flush storm lines to provide a debris
free stormwater system.
HLE INSPECTOR/
DATEFREQUENCY
CITY INSPECTOR/
DATE
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(24"X36")
DEMO SHEET FOR: TEMPLE VIEW
TRANSITIONAL CARE
DEMO NOTES:
APPROXIMATE ASPHALT REMOVAL - 36,450 SF
APPROXIMATE CURB REMOVAL - 1,874 FEET
APPROXIMATE SIDEWALK REMOVAL - 98 FEET
RETAIN AND PROTECT ALL UNDERGROUND
UTILITIES UNLESS OTHERWISE SPECIFIED
REMOVED LIGHT POSTS TO BE RELOCATED TO
NEAREST CURB LINE
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
JOB NO:
DATE:
2021-621
AUGUST 2022
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REMOVE EXISTING
ASPHALT.
EXISTING CATCH BASIN
RETAIN AND PROTECT
REMOVE EXISTING
ASPHALT.
SAWCUT AND REMOVE
EXISTING ASPHALT.
REMOVE EXISTING
ASPHALT.
SAWCUT AND REMOVE
EXISTING ASPHALT.
EXISTING CATCH BASIN
RETAIN AND PROTECT
SAWCUT AND REMOVE
EXISTING CURB.
SAWCUT AND REMOVE
EXISTING CURB.
REMOVE EXISTING CURB.
REMOVE EXISTING
CURB.
RETAIN AND PROTECT
EXISTING BUILDING
STRUCTURE.
SAW CUT AND REMOVE
EXISTING SIDE WALK
SAW CUT AND REMOVE
EXISTING SIDE WALK
SAW CUT AND REMOVE
EXISTING SIDE WALK
SAW CUT AND REMOVE
EXISTING SIDE WALK
6.00'
6.07'
5.03'
5.00'
DEMO LANDSCAPE AS NEEDED
DEMO LANDSCAPE AS NEEDED
30.00'
28.03'
14.33'
28.86'
23.03'
9.00'
R10.00'
R9.50'
R10.50'
R5.00'
R5.00'
5'
R4.50'R5.00'
R2.50'
24.00'
R5.00'
CB-PROPOSED
RIM:4909.88
INV OUT:4906.88
Install 71' of 12" ADS N-12. Storm Pipe @ 2.43%
FRENCH DRAIN-EXISTING
RIM:4908.17
PROPOSED INV IN:4905.17
R71.05'
R23.82'
R39.32'
R44.06'
R19.26'
R3.25'
R17.18'
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PARKING SPACES REQUIRED = 80 STD. + 4 ADA.
EXISTING PARKING SPACES = 45 STD. +4 ADA.
PROPOSED PARKING SPACES = 38 STD.
TOTAL PARKING SPACES = 83 STD. + 4 ADA.
PARKING REQUIREMENTS 07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
SITE NOTES:
INSTALL TYPE 1 CATCH CURB AND GUTTER PER ITD STD. DWG 715-1
INSTALL 6" VERTICAL CURB PER DETAIL ON THIS SHEET.
INSTALL ADA COMPLIANT RAMP. SEE DETAIL 1 ON SHEET 7 OF 8
INSTALL CONCRETE SIDEWALK PER ITD STD. DWG. 714-1
INSTALL ADA COMPLIANT CURB RAMP PER ISPWC SD-712G
4" WIDE WHITE PARKING TYP.
INSTALL ADA COMPLAINT RAMP PER ISPWC SD-712F
LANDSCAPING. SEE GRADING/DETAIL SHEET AND LANDSCAPE PLANS
FOR DETAILS
RETAIN AND PROTECT EXISTING CATCH BASIN.
INSTALL CHAIN LINK FENCE DUMPSTER ENCLOSURE
NOT USED
SNOW STORAGE AREA. 4042 SF.
INSTALL CATCH BASIN
RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK, CURB AND
GUTTER
REMOVE EXISTING VERTICAL CURB, CURB AND GUTTER
SAW CUT AND REMOVE EXISTING ASPHALT TO MATCH WITH NEW
ASPHALT BALLAST.
INSTALL PARKING LOT BALLAST. SEE DETAIL THIS SHEET.
INSTALL 4" ELECTRICAL CONDUIT.
INSTALL SOIL RETAINING WALL. SEE DETAIL ON SHEET 7 OF 8.
INSTALL RIGID PAVEMENT BALLAST. SEE DETAIL ON THIS SHEET.
RELOCATE LIGHT FIXTURE.
12
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17
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6
6
6
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8
17
15
15
16
14
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX
6" VERTICAL CURB
6"
(NTS)
ASPHALT
SLOPE
6"
1'-6"
TYP.
3/4" CRUSHED GRAVEL
4" MIN. THICKNESS
(COMPACTED TO 95% ASTM D698)
R1/2"R1"
PARKING LOT BALLAST
(NTS)
14
13
9
9
14
14
6
GENERAL LAYOUT/DETAIL SHEET FOR:
TEMPLE VIEW TRANSITIONAL CARE
1
2
18
1818
19
19
30.00'
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
6" DEPTH CONCRETE SLAB. 5000 PSI
CONCRETE. #4 BAR 18" O.C. SPACING GRID
RIGID PAVEMENT BALLAST SECTION
PLACE GEOTEXTILE FABRIC IF
SUBGRADE IS FOUND TO BE CLAY
20
20
21
21
21
120.59'
19
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7
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12
12
3.93'
R1.75'
SIGHT TRIANGLE SIGHT TRIANGLE
SIGHT TRIANGLE
46.34'
4912.40
TOP-CC
4912.21
TBC MATCH
4915.26
TBC-PI
4915.25
TBC-PI
4915.35
TBC-PI-MATCH
4912.68
TBC-PI
4912.52
TBC-PI
4912.30
TBC-PI
4910.85
TBC-PI
4910.56
TBC
4910.71
TBC-PI
4911.25
TBC-PC
4911.70
TBC MATCH
49
1
1
4912
491
4
4912
4911.70
TBC-PI
4911.82
TBC-PI
4910.38
TBC-LP
4911.06
TBC-PI-EXIST
4911.32
TBC-PC
4911.58
TBC-PI
4911.71
TBC-PI
4911.78
TBC-PI
4912.14
TBC-PI 4911.84
TBC-PC
4911.76
TBC-PC
4911.86
TBC-PC
4911.17
TBC-PC
-0
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4
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-0
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2
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-1.87%
-1.67%
-1.68%-1.18%
-
5
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1
7
%
-1.
2
5
%
-0.
5
6
%
-3
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5
5
%
-
4
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4
8
%
-0.98%
-1.1
2
%
-2.00%
-1
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8
3
%
-0
.
4
0
%
-1.61%-1.48%-1.53%
-1.91%-1.38%
-1.50%
-2.36%
-
2
.
1
9
%
-
3
.
4
1
%
-
5
.
5
2
%
-3.13%
-1.99%
-2.02%
-2.00%
-0
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9
0
%
-1.02%-1.51%
-6
3
.
7
9
%
0.
0
0
%
-4
.
5
1
%
-1.
6
9
%
-67.08%
-48.21%
-1
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2
2
%
-47
.
0
7
%
-1.75%
-0.72%
4912.95
TOP-CC
4912.90
TOP-CC
4912.83
TBC
4912.88
TBC
4913.29
TBC-PC
4913.16
TBC-PC
4914.01
TBC
4912.24
TOP-CC
4913.25
TBC
4913.39
TBC
4913.07
TBC-PI
4913.13
TBC-PI
4913.22
TBC-PI 4913.28
TBC-PI
4913.33
TOP-CC
4913.33
TOP-CC
4913.23
TBC-PI
4913.34
TBC-PI
4913.32
TBC
4913.42
TBC
4913.35
TBC-PI
4912.97
TBC-PI
4912.90
TBC
4913.03
TBC
4914.13
TBC
4913.83
TOP-CC
4913.96
TBC
4914.00
TBC
4914.66
TBC
4913.98
TBC
4915.38
TBC
-1
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1
7
%
-
1
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7
1
%
-1
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4
4
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-
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0
7
%
-1.30%
4911.68
TSW-MATCH
4910.73
TSW-MATCH
4913.25
TSW-MATCH 4914.36
TSW-MATCH
4914.20
TSW
4
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(24"X36")
GRADING PLAN/DETAIL SHEET FOR:
TEMPLE VIEW TRANSITIONAL CARE
ADA COMPLIANCE NOTE:
ENSURE 2% MAXIMUM SLOPE AT ALL
ADA PARKING STALLS AND LANDING
AREAS IN ALL DIRECTIONS
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
JOB NO:
DATE:
2021-621
AUGUST 2022
DKRRGJ
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DETAIL SHEET FOR: TEMPLE VIEW
TRANSITIONAL CARE
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
JOB NO:
DATE:
2021-621
AUGUST 2022
DKRRGJ
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8
#4 BAR 16" OC
3/4" CRUSHED GRAVEL
4" MIN. THICKNESS
(COMPACTED TO 95% ASTM D698)
Reinforced Soil Foundation (RSF):
·The foundation shall be cut smooth and excavated to a uniform depth as shown on the plans.
·The base of the foundation shall be compacted prior to construction of the RSF. Care shall be taken
to backfill soft spots or voids with compacted fill material.
·The RSF shall be encapsulated in geotextile reinforcment placed perpendicular to the wall face as
shown in the construction plans.
·The first course of GRS wall facing shall be placed on a reinforced soil founation. Great care shall
be taken to ensure the first course of facing block is set level and to grade. A thin layer of fine
aggregate not exceeding more than 0.5 inches thick may be used to set the facing blocks.
Compaction:
·Lift heights shall not exceed the heights shown in the construction plan compacted using vibratory
roller compaction equipment.
·Open hand-operated compaction equipment shall be used within 1.5 feet of the wall face to minimize
movement of facing element.
·Backfill material will be compacted will be compacted to 95 percent of maximum dry density
according to AASHTO T-99.
Concrete Masonry Units (CMU):
·All materials shall be installed at the proper elevation, orientation, and alignment as detailed in the
construction documents.
·The CMU block shall have a minimum net area compressive strength of 1900 psi according to
ASTM C90 and be free of cracks or defects that would inhibit proper placement or impair block
strength, durability, or stability.
·The CMU block shall be Split-Face with a minimum face shell thickness of 1.25 inches and a
minimum web thickness of 0.75 inches.
·CMU block shall be swept free of debris prior to placement of geosynthetics and subsequent CMU
lifts. A string line should be used to check block alignment for each lift, and the plumbness of the
face should be checked every other lift to verify proper batter.
·Place dry cement in the cells of the top three rows of block. No. 4 vertical rebar shall be placed in
every other cell as shown in detail A.3. Rebar shall have 2" nominal cementitious cover.
·Place open backfill in cells of all remaining block not including the top three rows as specified above.
·Block placement shall be performed such that construction begins at the lowest portion of
excavation with each layer placed horizontally as shown on the plans. Each layer shall be
constructed entirely before beginning the next layer.
·Care shall be taken to avoid cracking the block and to ensure uniform horizontal block elevations
shall be maintained by sweeping the top surface of block clean of debris and fill prior to placement
of the subsequent layer of block and geosynthetic reinforcement.
·Wall alignment of the block facing shall be checked at least once course with deviations over 0.25
inches corrected prior to placement of backfill using a string line referenced off the back of the facing
block from wall corner to corner.
Geosynthetic(s):
·Each lift of geosynthetics shall be installed perpendicular to the GRS Wall face and pulled taut such
that they are free of wrinkles when being covered with fill.
·The geosynthetic reinforcements shall consist of a biaxial woven polypropylene geotextile (US 200
or equivalent).
·Tracks or wheels of equipment shall not be allowed directly on geosynthetic reinforcement. A
minimum fill thickness of 6 inches shall be required on top of geosynthetics prior to operating any
vehicles or equipment.
·Geosynthetic reinforcement shall be placed between aggregate lifts no greater than the compacted
thickness shown on the construction plans.
·Geosynthetic reinforcement shall cover a minimum of 85 percent of the top surface of the CMU block facing.
Excess material can be removed by burning with a propane torch or cutting with a razon knife.
·Placement of fill shall be from the wall face backward to prevent the formation of wrinkles in the geosynthetic
reinforcement.
·Reinforcement splices shall occur without overlap and should be staggered to avoid a continuous break in
reinforcement in the GRS structure.
Backfill Material:
·Backfill should consist of a crushed well graded stone or gravel that are hard, durable, angular and
free of organic or deleterious materials.
·Backfill should follow the size and quality requirements for aggregate materials used locally in the
construction and maintenance of highways by Federal or State agencies.. Backfill should meet the
minimum requirements as follows:
··The maximum allowed grain size is 2 inches and the amount of fines passing the No. 200 sieve
is between 6 and 12%. The friction angle should be at least 38 degrees.
··Material should have a PI less than or equal to 6.
CONTACT HLE TO VERIFY BASE TO HEIGHT REQUIREMENTS
NO. 4 REBAR
COMPACTED BACKFILL
GEOSYNTHETIC REINFORCEMENT
SOIL RETAINING WALL
(N.T.S.)
ADA RAMP. DETAIL 1 (NOT TO SCALE)6'
24'
8-1/2'
2% SLOPE
8' OC TYP.
EMBED 3' INTO CONCRETE
6" CONCRETE PAD
INSTALL POST CAP
Bollards are required per
City Standards.
30.00'
28.03'
R4.50'
CB-PROPOSED
RIM:4909.88
INV OUT:4906.88
Install 71' of 12" ADS N-12. Storm Pipe @ 2.43%
FRENCH DRAIN-EXISTING
RIM:4908.17
PROPOSED INV IN:4905.17
DATE
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RLR DK
(24"X36")
GJ
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site
storm water pollution. Additional erosion control measures may be required.
2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the
use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be
posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site.
5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers
will be clearly marked to prevent environmental damage both on and off the site.
7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that
minimizes the potential for releases to the environment and especially in the storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timely manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any
storm of 0.25 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date
the site is stabilized.
23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate
training regarding stormwater pollution prevention.
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL
BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND
PERCOLATE IN DESIGNATED AREAS
2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER
INSTALLATION THROUGH THE DURATION OF THE PROJECT.
LEGEND
SWPPP
8
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
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Stabilized Construction Entrance
Stabilized Construction Entrance
SWPPP LAYOUT SHEET FOR: TEMPLE
VIEW TRANSITIONAL CARE
JOB NO:
DATE:
2021-621
AUGUST 2022
30.00'
28.03'
14.33'
28.86'
23.03'
9.00'
R10.00'
R9.50'
R10.50'
R5.00'
R5.00'
5'
R4.50'R5.00'
R2.50'
24.00'
R5.00'R71.05'
R23.82'
R39.32'
R44.06'
R19.26'
R3.25'
R17.18'
CHECK BY
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DESIGN BY
DKRRGJ
JOB NO:
DATE:
2021-621
AUGUST 2022
SHEETSOF
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07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
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1'-6"
GENERAL LAYOUT/DETAIL SHEET FOR:
TEMPLE VIEW TRANSITIONAL CARE
1818
R9.50'
3.93'
R1.75'
SHEET NO.
LANDSAPE NOTES:
WHERE NEW LANDSCAPE IS ADDED/REPLACED,
MATCH EXISTING.
EXISTING LANDSCAPING
EXISTING LANDSCAPING
2' REPLACE ALONG CURB
MATCH EXISTING MATERIAL
2' REPLACE
ALONG CURB
MATCH EXISTING
2' CUTBACK AND REPLACE ALONG
CURB FOR PROPOSED LANDSCAPING
MATCH EXISTING MATERIAL
CUTBACK AND REPLACE
L1
REMOVE LANDSCAPE MATERIALS
EXCEEDING 3' IN HEIGHT WITHIN
SIGHT TRIANGLES
REMOVE LANDSCAPE MATERIALS
EXCEEDING 3' IN HEIGHT WITHIN
SIGHT TRIANGLES