HomeMy WebLinkAbout21-0079 2695 Addison Ave E - Site Only City Approved Plans OF
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City of Twin Falls
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NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote +=,
consistency in the application of the codes & standard practices. Compliance with all the provisions of applicable codes shall be required.
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The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures & practices within the City of Twin Falls.
These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. Z
This page and all approved plans, associated documents, revisions & changes to the plans must be maintained on site and available for review at all times.
FIRE BUILDING FINAL INSPECTION INFORMATION O
Fire Alarm Inspection:
Footing/Foundation Inspection: COMMERCIAL OCCUPANCY •
* Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls * All re-bar must be tied in place at time of inspection.
Fire Marshal prior to installation and inspection. * All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your
* Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not Certificate of Occupancy.
allowed). Shear Inspection: U
* Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of * All hold downs must be installed per approved plans and manufacturers installation guide. Make sure to have the approved set of plans and inspection card on site for all inspections.
testing. * Fasteners should not be overdriven and shiners should be removed and/or replaced. a)
* Install the correct type of fastener at the correct spacing. If you have Special Inspections: Once the required special inspections have been completed a final
Fire Sprinkler Inspection: report needs to be submitted to the building department certifying corrections of any discrepancies
* Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and Framing Inspection: noted in the special inspection reports.This final report can be submitted any time before requesting
inspection. Underground fire sprinkler line must be inspected by the Twin Falls Fire Department prior * Accessibility standards are in compliance. (ICC A117.1-2009) occupancy.
to be covered. * Required load paths to footing for all load points are installed.
* Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of * Stair rise and treads must meet code requirements. * Required Site Work inspections may be requested and completed as the work is done or as required
movement, and is deemed safe by the inspector. *Min rise 4", Max rise 7", Max tread 11" by the specific department by contact the following:
* Rough to cover inspection and hydro testing must be completed before covering or tenting the *Min nosing is 3/4", Max nosing is 1 1/4" and cannot differ in length by more than 3/8"
above ground fire sprinkler system. * Provide required up-lift protection for all trusses. - Planning&Zoning (parking and landscaping)
Planner-208-735-7270 or Office-208-735-7267
Kitchen Hood Inspections: Final Inspection: - Engineering (Retention, curb, gutter, sidewalk, drive approaches)
* Fire suppression system must be installed and ready for trip test (trip link, balloons, etc.) prior to * Landings to meet minimum code requirements. (Doors 1010.1.6, Ramps 1012.6, Stairs 1011.6) Lab inspection line 208-735-3446
inspection. * Accessibility Standards are in compliance.(ICC A117.1-2009) -Street Department (road cuts)
* Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Office- 208-736-2226
(The only exception to this is if the building does not require a fire alarm to be installed) * "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED"
* All electrical outlets, lighting, and appliances under the kitchen hood must shut down upon *Correct hardware has been installed on all doors. * When you are ready for any Fire Department inspections please call (extinguishers,
activation of the fire suppression system. *Panic hardware is installed where required. fire/alarm/sprinkler systems):
* Main gas valve must be installed and must shut down upon activation of the fire suppression *Accessible hardware is installed where required. Fire Marshall -208-735-7338
system. * Handrails shall be installed where required.
* Exhaust fan must be capable of running continuously upon activation of the fire suppression * Stairways shall have handrails on each side. * When you are ready for a building final inspection on the structure:
system. * All racking and shelving to be in place. Make sure you have the final inspections on the plumbing, electrical, and mechanical work.
* Make up air must be capable of running continuously upon activation of the fire suppression system. * All Exit signs are field verified. (must be visible—nothing can block the line of sight) Call the building inspection line 208-735-7333
* Maximum Occupancy signs posted where required. All departments will be notified by this office to go do their final inspection.
Final Inspection: * Special Inspection reports and balance reports need to be received by our office.
* Address must be posted as outlined on the approved set of plans or previously approved by the If there is an elevator in the building please contact the Division of Building Safety at the following link
Twin Falls Fire Marshal. PLANNING &ZONING for any permits/inspections: http://dbs.idaho.gov/programs/industrial/fagEL.html I
ENGINEERING Landscaping: Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign and
* Our code allows for us to issue a TCO with landscaping incomplete; however, we cannot extend the then it will be ready to be picked-up or emailed. (All
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In order to streamline and eliminate confusion in regards to the engineering department commercial TCO beyond the current planting season.This means that we will work with the applicant on a
permit inspections,the following will need to be inspected prior to signing the Certificate of If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required. All
p p � g p p g g definitive date of their choosing, but not typically beyond 2-3 months.
Occupancy. All inspections will be completed using the City of Twin Falls approved (stamped) plans. departments are required to sign and give a list of outstanding issues. Once the temporary is all signed
Trash Enclosures: &the list made you will need to come in and sign stating you know what those issue are, that you will
Storm Water Facility Inspections: (3 phases) * Trash enclosures should be finished before a final inspection is requested,this includes the front have them completed by the specified time, and will call for inspection as those items are completed.
* Inspection of excavation, including dimensions and geotextile fabric. All adjoining trenches leading gate on the enclosure. Per our code, we cannot issue a TCO if this item is not completed. It is up to each department to determine if you meet their qualification for temporary occupancy.
to storm water facilities also need to be excavated and inspected.
* Inspection of storm drain pipes (per plans) need to be in place (not covered)for visual inspection. Note: If a building was originally done as a shell, the shell building permit is required to be finaled
The drain rock must meet ISPWC section 801 Drain Rock requirements. All pipe connections to storm prior the tenant improvement permits can be finaled. In addition, if Temporary Occupancy is needed
water facilities must be completed. Please have a colored printed copy of City I
there will be $1,000 refundable deposit for each permit.
* Inspection of completed storm water facilities with the above referenced drain rock and geotextile /�
fabric showing proper cover and overlap. Approved Plans & Inspection Card on site for
Site Inspections: all inspections.
* Verify that the parking lot layout (design) &striping matches the plans
* Verify that the parking lot surface is an approved "hard" surface
* Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope
Right-Of-Way Inspections:
* Verify driveway approach widths & locations according to plans
* Verify ADA compliance of Curb/Gutter, Sidewalks, and Sidewalk/Driveway combinations O
Verify ROW connections to other Agencies/Entities meet's ADA tolerances CITY APPROVED PLANS
Flood Plain Inspections:
* Verify flood plain location and compare plans to the site Reviewed for Code Compliance
* Verify the commercial buildings are one foot above base flood elevation PLANS MUST BE ON JOB SITE
When ready for inspection please call the Engineering inspection line at (208) 735-3446 for same day
inspections call before 7:30 am. Having these inspections approved when the work has been
FOR ALL INSPECTIONS •
completed will ensure the Certificate of Occupancy is issued in a timely manner. __J
2018 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other ordinances of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
building official from requiring the correction of errors in the construction documents and other data. The building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other
ordinance of this jurisdiction. Page 1 of 16
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ADDISON SPRINGS SUBDIVISION
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PHASE 2 CONSTRUCTION
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RECEIVED W
TWIN FALLS IDAHO D2'Y°'1020 Q
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CONSTRUCTION NOTES APRIL 2020 SHEETINDEX �
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1. ALL CONSTRUCTION SHALL BEIN CONFORMANCE WITH THE MOST CURRENTEDITION OF THE'IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION"(ISPWC)AND CT'OFT41N SHEET# DESCRIPTION O_ �
FALLS STANDARDS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND KEEPING A COPY OF THE ISPWC AND CITY OF TWIN FALLS STANDARDS ON SITE DURING U
CONSTRUCTION.THE CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF THE CONSTRUCTION PLANS STAMPED BY THE ENDI EER WITH AN APPROVAL STAMP BY THE CITY OF
I I I C0.1 COVER SHEET m o
TWIN FALLS AND DEQ ON SITE AT ALL TIMES. -" - r L NERD
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS IN AN APPROXIMATE WAY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING N
UTILITIES PRIOR TO COMMENCING AND WRING THE CONSTRUCTION.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESULT FROM HIS -- CI.O GEOMETRIC&SITE LAYOUT PLAN-LOTS 2,3&4 = 0 W
FAILURE TO ACCURATELY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIGLINE(laOD-342-1585)TO LOCATE ALL EXISTING , CI.I GEOMETRIC&SITE LAYOUT PLAN-LOT 5 (� m U
UNDERGROUND UTILITIES A MINIMUM OF 48 HOURS IN ADVANCE OF EXCAVATION. D.
f C2.0 UTILITY CONSTRUCTION PLAN AND SEWER PROFILE
3. CONTRACTOR SHALL COORDINATE RELOCATIONS OF DRY UTILITY FACILITIES(POWER CABLE,PHONE,TV)WITH THE APPROPRIATE UTILITY FRANCHISE. � RW,R� Q �
4. THE CONTRACTOR SHALL CLEAN UP THE SITE AFTER CONSTRUCTION SO THAT IT IS IN A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. lE �� HST 1 C2.I UTILITY CONSTRUCTION NOTES ♦0 0 W
5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTIONCTHIS MAY INCLUDE ENCROACHMENT PERMITS AND NATIONAL POLLUTANT DISCHARGE `�- ) { - I ]1' Pff F 0 v' UN
®® C3.0 STORM SYSTEM DESIGN PLAN O Z a 0
ELIMINATION SYSTEM(NFOES)CONSTRUCTION GENERAL PERMIT(CGP)PERMIT COVERAGE). - ^CI i
®� ® ® C3.1 STORM SYSTEM DETAILS m UI g
6. THE CONTRACTOR SHALL TAKE NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND ]
OR DEPOSmON OF DEBRIS RESULTING FROM ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL �yp�I C3.2 STORMTECH CHAMBER DETAILS(MC 4500) a N a 8
FROM THE SfTE OF ALL TRASH OR EXCESS MATERW.. �""'+��
ryT�� Im� ALL$ V C3.3 STORMTECH CHAMBER DETAILS(SC-740) i
7. CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND OWNER THE ENGINEER TAKES NO RESPONSIBILITY FOR DEVIATIONS FROM APPROVED AND STAMPED PLANS I��-��-0�1BjFHI1 ppw��p ® '
UNLESS A CHANGE ORDER IS APPROVED IN WRITING BY THE ENGINEER AND OWNER. C4,0 GRADING PLAN-LOTS 2,3&4 Z
8. THE CONTRACTOR SHALL COORDINATE WITH T OWNER AND/OR ENGINEER REGARDING THE DISPOSAL OR REUSE DEAL STOCKPILE MATERIAL.ALL EXCESS MATERIAL NOT ® ®_�YFYYY �g _, L C4.1 GRADING PLAN-LOT 5 O iff W $
SUITABLE FOR REUSE OR RELOCATION SHALL BE DISCARDED OFFSITE AT THE CONTRACTORS EXPENSE. � U®`r$�-'Wj]J ❑I ({i, ®® r
B. ALL CLEARING 8 GRUBBING SMALL CONFORM TO IS SECTION 201. C42 ROAD PLAN&PROFILE SHEET-ADDISON AVENUE
10.ALL EXCAVATION 8 EMBANKMENT SHALL CONFORM TO WING SECTION 202.SUBGRADE SHALL BE EXCAVATED AND SHAPED TO LINE,GRADE,AND CROSS�SECTION SHOWN ON THE {IME
C4.3 ROAD PLAN&PROFILE SHEET-CARRIAGE LANEPLANS.THE SUBGRADE SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-W.THE CONTRACTOR SHALL WATER OR AERATE SUBGRADE AS I C4A ROAD PLAN&PROFILE SHEET-ADDINECESSARY TO OBTAIN OPTIMUM MgSTURE CONTENT.IN-LIEU OF DENSITY MEASUREMENTS,THE SUBGRADE LAY BE PROOFROLLED TO THE APPROVAL OF THE ENGINEER. )I PROJECT LOCATION
- PROOF-ROLLING AFTER EXCAVATION TO THE SUBGRADE ELEVATION AND PRIOR TO PLACING COURSE GRAVEL,THE CONTRACTOR SHALL PROOF ROLL THE SUBGRADE WITH A CITY OF 1 q�pg7� a ADDISON SPRINGS SUBD. C4.5 SITE AND ROAD DETAILS
&TON SMOOTH DRUM ROLLER,LOADED WATER TRUCK,OR LOADED DUMP TRUCK,AS ACCEPTED BYTHE ENGINEER THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE IMMI [{7�k q�( $EtlC'.. �^
ENGINEER OF UNSUITABLE SUBGRADE MATERVLLAREAS,AND/OR AREAS NOT CAPABLE OF COMPACTION ACCORDING TO THESE SPECIFICATIONS.UNSUITABLE OR DAMAGED �€®�®tBH1 -TWIN FALLS PHASE 2 C5.0 SEDIMENT AND EROSION CONTROL EXISTING CONDITIONS PLAN
SUBGRADE IS WHEN THE SOIL
MOVES,PUMPS ANDOR DISPLACES MINDER ANY TYPE OF PRESSURE INCLUDING FOOT TRAFFIC LOADS.SOFT SPOT REPAIR SHALL TAKE PLACE
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PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORTS AS OUTLINED IN THESE PLANS. .���.®,® q I ® ®® DISON AVE C5.1 SEDIMENT AND EROSION CONTROL PROPOSED CONDITIONS PLAN
11. ALL W UNCRUSHED GRAVEL SHALL CONFORM TO ISPWC WI- 0 ®®� Ali �® ®® -�l��. W 7Tr C5.2 SEDIMENT AND EROSION CONTROL NOTES AND DETAII,S.
12. ALL 3/4'MINUS CRUSHED GRAVEL SHALL CONFORM TO ISPWC 802.TYPE I(ITD STANDARD 703.04,3W 6),SHALL BE PLACED IN CONFORMANCE WITH ISPWC SECTION 802 AND
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COMPACTED PER SECTION 202.MINIMUM COMPACTION OF PLACED MATERIAL SHALL BE 95%OF MAXIMUM LABORATORY DENSITY AS DETERMINED BY AASHTO T-W OR ITD T-91 ,�®®�[gJ[g7IT]®® [fig
13.ALL ASPHALTIC CONCRETE PAVEMENT WORK SMALL CONFORM TO ISPWC SECTKN(S)BD5,810,AND 811 FOR CLASS I PAVEMENT.ASPHALT AGGREGATE SHALL BE I I-(13MM) f7i1fi1�6® ®®
NOMINAL SIZE CONFORMING TO TABLE 803B IN ISPWC SECTION 803.ASPHALT BINDER SHALL BE PG W28 CONFORMING TO TABLE AA IN ISPWC SECTION 805.THE CONTRACTOR
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SHALL BE RESPONSIBLE FOR HIRING A MATERIALS TESTING COMPANY DURING CONSTRUCTION TO VERIFY ALL CITY OF TWIN FALLS ROAD CONSTRUCTION STANDARDS AND
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SPECIFICATIONS ARE MET. t _
N�®®®®OBI ®®� $ ' �� Y U 14. ASPHALT SAWCUB SHALL BE AS INDICATED ON THE DRAWINGS,OR 24'INCHES FROM EDGE OF EXISTING ASPHALT,IF NOT INDICATED OTHERWISE SO AS TO PROVIDE A CLEAN m m
PAVEMENT EDGE FOR LATCHING.NO WHEEL CUTTING SHALL BE ALLOWED.
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15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL PER THE CURRENT EDITION OF THE US DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM a
TRAFFIC CONTROL DEVICES(IMlTCD). IM w f C Y I&ALL CONCRETE WORK SHALL CONFORM TO ISPWC SECTIONS 701,703,AND 705.ALL CONCRETE SHALL BE 3,000 PSI MINIMUM,28 DAY,AS DEFINED IN ISPWC SECTION 703,TABLE 1.C. No
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IMMEDIATELY AFTER PLACEMENT PROTECT CONCRETE BY APPLYING MEMBRANE-FORMING CURING COMPOUND,TYPE 2,CLASS A PER AST'M C 309-94.APPLY CURING COMPOUND
PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. a o a
17.ALL TRENCHING SHALL CONFORM TO ISPWC STANDARD DRAWING TFSD301.TRENCHES SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95%OF MAXIMUM DENSITY AS ® m m
DETERMINED BY AASHTO T-99. a
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18.PER IDAHO CODE§85.1613,THE CONTRACTOR SHALL RETAIN AND PROTECT ALL MONUMENTS,ACCESSORIES TO CORNERS,BENCHMARKS AND POINTS SET IN CONTROL SURVEYS;
ALL MONUMENTS,ACCESSORIES TO CORNERS,BENCHMARKS AND POINTS SET IN CONTROL SURVEYS THAT ARE LOST OR DISTURBED BY CONSTRUCTION SHALL BE LANDSCAPE
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ONSITE LANDSCCAPE AREA
REESTABLISHED AND RE-MONUMENTED,AT THE EXPENSE OF THE AGENCY OR PERSON CAUSING THEIR LOSS OR DISTURBANCE AT THEIR ORIGINAL LOCATION OR BY SETTING OF O
WITNESS CORNER OR REFERENCE POINT OR A REPLACEMENT BENCHMARK OR CONTROL POINT,BY OR UNDER THE DIRECTION OF A PROFESSIONAL LAND SURVEYOR. SUMMARY
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19.EXISTING CONDITIONS AND BOUNDARY INFORMATION SHOWN HEREON ARE PER A SURVEY CONDUCTED BY JL-B ENGINEERS,INC.AND THE PLAT OF ADDISON SPRINGS LL m 0 3
SUBDIVISION,INSTRUMENT NUMBER 2019404M,RECORDS OF TWIN FALLS COUNTY,IDAHO. TOTAL ONSRE AREA 228,5845.F./525#. I.a=, _
REWIRED LANDSCAPE AREA M N9�'�E m
(10%)CODE SECTION 1a8-3D 2•�S.F.10.53 A. < m= Z
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VICINITY MAP
PROVIDED LANDSCAPE AREA 37,2595.F./0.86#. coM
NOT TO SCALE CD a Z E
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LEGEND Z 60
EXISTING ITEMS PROPOSED ITEMS
PA-- PROPERTY LINE AP=ANGLE POINT NEW ASPHALT C O �Q)
R... RIGHTOF
-WAY BEG=BEGINNING G W
CENTERLINE OF ROAD/STREET BLDGDOW OW BUILDING SIDEWALK I- Z N
B =BACK OF WALK
--- 1/4 SECTION LINE BW=BOTTOM OF WALL CURB AND GUTTER W 0 (7„0;-
--- SECTION LINE AT FINISHED GRADE VERTICAL CURB AND REVERSE GUTTER ^ Q
_ CL=CENTERLINE =rw ZERO REVEAL CURB AND GUTTER a- LU N In O m
-X- FENCE LINE Q Q C> v m
SIDEWALK F G.O.
FIN CLEANOOOR ORS CUflB TRANSITION W K m m
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FL=FLOW LINE - - - - - 4'WIDE VALLEY GUTTER W J W z v m
CURB AND GUTTERGB GRADE BREAK
VALLEY GUTTER Wr=INTERSEC VERTICAL CURB(NO GUTTER) L/ U
INN=INVERT ® ADA RAMP
ROAD PAINT LF=LWf:AL FEET
----EP- EDGE OF PAVEMENT LOP=UP OF GUTTER ® RETAIN ING WALL DEVELOPER
OS-OFFSET Appro�Itrucfion
SCONTOUR INTERVAL ADA ACCESS TRUNCATEDPO=POINT OF CURVATURE L'�• DOME-,___: 1'CONTOUR INTERN# POC=POINT OF COMPOUND CURVE '_ SIGN SPRING CREEK STORAGE,LLC
0-_ GAS LINE PI=POINT OF INTERSECTION
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POC=POINT OF CURVATURE ® 1414 S.GRAND AVE.#470 �-
BURIED POWER LINE PRC=POINT OF REVERSE CURVE STRUCTURE
OVERHEAD POWER LINE PT=POINT OF TANGENCY SAWCUT LINE LOS ANGELES,CA 90015 MAY 2 0 2020
�E ELECTRICAL BOX SF.=SOUARE FEfT o JUNCTION BOX STA=STATION ROAD PAINT Expires in tvio years from approval date.
TBC=TOP BACK OF CURB SCONTOUR INTERVAL
O TRAFFIC LIGHT POLE TOE TOE OF SLOPE V CONTOUR INTERNAL CIVIL ENGINEER City Engilieedng Dept.
TOP=TOP OF SLOPE
TA=TOP OF ASPHALT '-0��- HANDRAIL
POWER POLE SAMANTHA STAHLNECKER,PE
-j OUV WIRE TG=TOP OF GRATE b HANDICAP PARKING (X ' I Ln
Tw=TOPOFWALL LANDSCAPE AREA GALENA ENGINEERING,INC.,208.788.1705 G' ,� z
* - BURIED TELEPHONE LINE TOW
=TOP BACK OF WALK 9
F/o - FIBER OPTIC LINE TA54.58 - SPOT ELEVATION 317 N.RIVER ST. > 0
0 TELEPHONE RISER - GRADE HAILEY,IDAHO 83333 U
SD - STORM DRAIN ® TRENCH DRAIN
® CATCH BASIN -9- SWALE
s W BONER MAIN SD STORM DRAIN 1)ZDA site plan shows 35'on Addison there TRAFFIC ENGINEER
SEWER SERVICE M0 CB=CATCH BASIN is a small portion that is 30'.
® SEWER MANHOLE • SDMH=STORM DRAIN MANHOLE 2)Trash enclosure not shown plans. . MATT DAVIDSON,PE
-----W- WATER LINE(SIZE AS INDICATED) CURB OPENING INLET
® WATER METER CIVIL SCIENCE,801.768.7200 X717
O O 3ANDANDGREASETRAP Courtesy Review n
WATER VALVE 1)Retail buildings are not part of this permit 3160 WEST CLUB HOUSE DRIVE
FIRE HYDRANT s SEWER MAIN 2)Drive-thru will require an SUP,it is not a Y Y
LEHI,UTAH 84043 m
IRR - IRRIGATION LINE ss SEWER SERVICE permitted use with ZDA �\
PIRR - PRESSURE IRRIGATION LINE • SMH=SEWER MANHOLE 3)Building square footage for retail space N f0 w a
IRRIGATION SERVICE SEWER CLEANOUT needed to calculate parking requirement.
w WATERLINE(SIZE AS INDICATED) Site: 18 - 0 G
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WATER METER Trees:14 /24/2
IIH WATER VALVE Shrubs:69 9+Yy 9�F \pP�ZF z
Arterial:
Y FIRE HYDRANT NTyA S"T
Fj'S H FITTINGS Trees:
Shrubs::135 (''
Parking:NA for storage Co•1
SITE WORK KEY NOTES °
A01 CONSTRUCT CONCRETE CURB AND GUTTER o
i a. 6"VERTICAL C&G PER DETAIL TFSO-701. j
c. CURB TRANSITION PER DETAIL 121C4.5. d" z
ZERO REVEAL CURB AND GUTTER
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PER DETAIL 12/C4.5. U
/L P/L P P, FA P/L d. 4'WIDE CONCRETE VALLEY GUTTER Z N
PER TFSD-708. Q <
--- I '_._ _. _.. .. - __—__-- _— —_ ___.__ _—__-- e. CONCRETE VERTICAL CURB _N z
. PER DETAIL 5/C4.5. C7 W 2
f. VERTICAL CURB AND REVERSE GUTTER F
I I PER DETAIL 4/C4.5. N Q
\ PRIVATE DRIVE CONSTRUCTED IN PHASE 1 I REFER TO ADDISON SPRINGS SUBD., LL
. .. . — �— — _Z_ — CONSTRUCT RETAINING WALL(DESIGN BY
Ao1d AB7 PHASE 1 CONSTRUCTION DRAWINGS A02 OTHERS). F- 0 z
A03 CONSTRUCT CONCRETE SIDEWALK.
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ONSITE SIDEWALK PER DETAIL 3,SHEET C4.5. 0RCSCONSTRUCT ADA COMPLIANT RAMP.SEEZw— — — - -- - APPLICABLE DETAIL(9,10,OR 11,SHEET C4.5). Z tz
Q(� ''SO CONSTRUCT ASPHALT PAVEDDRIVE AISLE/m Z I A01a A01e - A01a - A01a f PARKING AREA.SEE DETAILI/C4.5.y I99, A01f A01f q06 INSTALL ROAD STRIPING/PAINT n. > =Y
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I Q-a 70' 'p q 1. DIMENSIONS SHOWN ARE TO FACE OF CURB, Z m o N 10
EDGE OF ASPHALT,OR EDGE OF WALK UNLESS w m m o r m�m
I 'r OTHERWISE NOTED. Q >m 4
I P A06a I 2. PARKING DIMENSIONS AND STRIPING
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0 3.SEE SHEET C0.1 FOR LEGEND AND Q
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CONSTRUCTION NOTES 05
Aosa r 3B.3' Approved for_C ruction CONCRETE LAYOUT LEGEND
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f I ~ 2:i.1' ^ R4 CURB AND GUTTER
I ? -
I. I '`�• MAY 2 0 2020 GUTTER VERTICAL CURB AND REVERSE
I I _ =M=—ZERO REVEAL CURB AND GUTTER
A 02 - Expires in two years from approval date.
14.2' �� CURB TRANSITION
Cily Engineering Dept.
I I `Qy� A07
i I ----------------------------------._-- — — — —4'WIDE VALLEY GUTTER
A01d
-------------- ------ VERTICAL CURB W
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A01 CONSTRUCT CONCRETE CURB AND GUTTER O
a 6'VERTICAL C PER DETAIL TFSD-701. y
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----�"'-� � I PER DETAIL 4/C4.5. J N
- - - - --�P -'"� 17.5 A02 CONSTRUCT RETAINING WALL(DESIGN BY = LL
A01, `b' 30 I OTHERS). Z Z
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- I A05 CONSTRUCT ASPHALT PAVED DRIVE AISLE/ J
PARKING AREA.SEE DETAIL 11 C4.5.
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REQUIREMENTS PER ADA AND CITY STANDARDS. J W
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I 1 BUILDING 5:18,000 S.F. FF=3755.94 I 3.SEE SHEET C0.1 FOR LEGEND AND 2!
3 B I30.3' I Approved..for C - truction CONSTRUCTION NOTES
CONCRETE LAYOUT LEGEND
A07 I MAY 2 0 2020 CURB AND GUTTER
6 VERTICAL CURB AND REVERSE
y70
Expires in two years from approval date. GUTTER
City Engineering Dept. =00=ZERO REVEAL CURB AND GUTTER
CURB TRANSITION
_ -4'WIDE VALLEY GUTTER
A01d A05 A02 SEE SHEET C4.4 FOR PLAN AND PROFILE I rn A01a AOta VERTICAL CURB
OF ADDISON AVENUE ACCESS LANE I z
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SEWER KEY NOTES
OREMOVE EXISTING SEWER MANHOLE(INSTALLED
S01 IN PHASE 1).REUSE STRUCTURE FOR SMH-P1.
UTILITIES IN ST Z
ES INSTALLED IN PHASE 1P't J O
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nIN PHA 0 '••"'"""""'••• •••••••..•••••' •'•°••• .r.:...:. INSTALL STANDARD MANHOLE TYPE PER J
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.I 116' ° s H-El S01 VJOS ®INSTALL CLEAN-0UTPER ISPWCSD-506A
so _ / CAP AND MARK STUB PER TFMECHA FOR IJ,J tI E
\ s W13 I CONTINUATION BY BUILDING MECHANICAL a i
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a I b o so MH P3 I LLI I o
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REQUIREMENTS. Z g W
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C.O.INV=47.64 - o TYPE P. ❑ U,
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50�8 N" 504 - O w I. TAP AND INSTALLATION OF TAPPING VALVE WITH Z Q N
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INSTALL 8"CAP ♦�
3>q /I II I /DTI �GL, F p SMH ®W/THRUST BLOCK V ❑ d
INSTALL 12'GATE VALVE Q o z
LUmay \ I / a INSTALL 12"CAP zpl
O W/THRUSTBLOCK
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I o O CONNECT TO EXISTING 12"STUBOUT FROMOf
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(3 I I I S06 o I z LOCATE AND REMOVE WATER MAIN STUB AND
I I I O I o I w14 GATE VALVE.INSTALL BLIND FLANGE TAPPED TO
III I I� RECEIVE CORPORATION STOP.CONNECT WATER
sie4 _ 11 I _ o o I t SERVICE TO BLIND FLANGE. m
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PIPE
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-- - -_- --- TRENCHING AND PIPE BEDDING DETAILS. W`N o�2��m
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- SHEETS C0.1 AND C2.1. o
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3. SEE ISPWC DETAIL SD403 FOR THRUST BLOCK J W n c o E
REQUIREMENTS. Q�'_='`✓'o
3758 4.SEE SHEET C0.1 FOR LEGEND. U m
3758 3758 3756
�.� � REMOVE AND RELOCATE - ORIGINAL GRADE -
-_.._� SEWER MANHOLE.
-_. _.. -_ _ AT CENTERLINE
REMOVE AND RELOCATE r 3758
SEWER MANHOLE. 3756 3756
3758 �.�. ORIGINAL GRADE
AT CENTERLINE _ _ - - _ --- - _ -- -
3754
3754 3754 3754 PROPOSED GRADE - -- -
_.AT CENTERLINE OF _ - - _. 8"WATER MAIN Approved for. > truction
-AT POSED GRADE
- 12"STORM DRAIN SEWER MAIN - CROSSING
3752 ;
3752 3752 - CROSSING -
3752 SEWER MAIN -_ - _- -- m
12"STORM DRAIN - ._- _. �J_
-
CROSSING INSTALL 105 L.F.OF m MAY 2 0 2020 0
3750 3750
3750 3750 : 8'PVC SEWER MAI I rn z0
REMOVE AND REPLACE 06 _ -- =U.50% j
L.F.of EXISTING SEWER - INSTALL 5 LF.OF Expires In two Years from approval date. W
MAIN.SLOPE' NSTALL 81 L.F.OF
3748 3748 8"PVC SEWER MAIN INSTALL 170 L.F.OF 8'PVC SEWER wC SEWER MAI 37.�g City Engil:eeing Dept.
3748 OPE=0.50% SLOPE=0 52% _ SLOPE=0.5096 ~
_INSTALL 223 L.F. 6'PVC SEWER MAIN. - _. _ __..-_ __ - _. - - -- - o
-__ -- -.INSTALL SEWER MANHOLE P4- o
- STA:6+27.00
INSTALL SEWER MANHOLE P3 - -- 3746 O
3746 __ 3746 3746 INSTALL SEWER MANHOLE P2 STA:5-21.98 RIM:3754-67 _ w
INSTALLSEWER MANHOLESMH-P1 - REMOVEAND - L_STA3+51A8 -- _. RIM:3755.03 INV QUIP IN: ' '- -._ w
INV IN:374�S7 INSTALL SEWER MANHOLE P5 h
REPLACE 250 LF. RIM:3755.00 I INV IN:3748.04 STA:7+08.50 w
CONNECT TO EXISTING - INV OUT:3747- - 37M
3744 SEWER MANHOLE TINGSMH RIM:3754.79 3744 3744 OF EXISTING SEWER -INV IN:3747.09 RIM:3756.24 } Y
STA:0+10.00 - INV OUT:3746.94 INV OUT:3746.99 _ _ _- _. INV OUT:3749.08 N
-- -RIM:3753.64 - - -- - - CONNECT TO EXISTING - /
STEM 3+0O.00HOLE SMH•E6 - 3742 D ^ W
INV IN:3745.60 :.._
3742 INV IN:3745.83
INV OUT:3745.50 _ 3742 3742 - - _ O o RIM:3754A0 -
__... -_- - -.INV IN:3746.72 _
3740 3740 3740
INV OUT:3746.62 3740 N�,04/24/20g
0+00 0+50 _-. 1+00 1+60 2+00 2+50 3+00 3+5(1 4+00 4+ 7+20 50 5 00 5+50 6�00 6+W 7+Op 9�9N1 AT
GRAPHIC SCALE
Z
SEWER MAIN"A"PROFILE SEWER MAIN"B"PROFILE
SCALE:1"=30'H;1"=3'V � SCALESCALE:1"=30'H;1"=3'V C2.0
Page 5 o
Page 6 of 16
O
SEE SHEET CO.1 FOR COMPLETE LEGEND AND CONSTRUCTION NOTES s
0
STORM SYSTEM STORM SYSTEM i
STRUCTURE TABLE STRUCTURE TABLE o
U
NAME INFORMATION NAME INFORMATION
CB 1(R) RIM:3756.53 RIM:3753.53
N INV OUT:3753.5317(E) CB 16(C) INV IN:3751.5312"(E) 2
INV OUT:3751.491r JiJ
(SE) '
CB 2(R) RNV IN 3790.64 iT(Vh CB 17 R RIM:3755.46 Q LL
INV OUT:3750.54 12'(SE) ( ) INV OUT:3752.9612"(N) Z = z
'., RIM:3753.55 RIM:3755,42 J
yS 3 1i it Is- CB 3(R) INV IN:3750.22 12"(111 CB 18(R) INV IN:375284.12"(S)
c+ m q 9 x INV OUT:3750.12 IT(S) INV OUT:3752.74 IT(N)
a' Z '0III I 1
m ri I CB 19(R) (n o
a RIM:3753.55 RIM:3753.73 Z O
I INV IN:3749.7612'(N) INV OUT:3751.33 12"1 m O
s I x-----x---- o x-----x--- �-1 I--I _ r.` CB4(R) INV OUT:3749.661 '( (n yw
1 y. -J L--x-----x- --J Lx-----x--- �x-----x -x-I x x-----x-- INV OUT.3749.8612'(S) RIM: LL) yw
m - RNV:3753.65
3749611T S8G1 v
`v v - ---12"w-----12'w - 12'w- _ 1 z"_.¢---�61 INV OUT:3747.50 24"((W) C m N z
CB 5(R) INV IN:3760.80 12'()„_ fPtNAIE oauE lfAN�% y - ' --- -- - I .� - - INV OUT:3749.51 12(h RIM:3754.63 W
f INVIN:3750.7512'(W)
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S8G2 12r---- w 1-w--- _72w 2w-- 12 w NS=oBNl 72' -1"' -,". ---
TALL
_
O RIM:3754.57 NV 13750.801T(N ) (� ¢p
CB 2(R B 13(R) AD43 N-12 0 0.5%SLOPE / / NSTALL 15 LF OF 1r INSTALL TRENCH CB 6(R) INV OUT:3752.07 IT(E) INV OUT:3750.30 24'(N) z o n
ADS 14•12 @ 05%SLOPE DRAIN. a
14( \
I, I ALL 39 LF OF 1Y RIM:3753.65 RIM:3754.25
.I a / CB 16 C -INSTALL 21 LF OF t2' CB 7(R) INV OUT:3751.15 1T(N) S8G 3 INV IN:3750.20 12"(NW) d <`+W
�.. ADS N-1200.5%SLOPE i ( �' INV OUT:3750.1024'(E) (n ja
I CB 1(R -S8G a ADS N-12 Os%SLOPE d RIM'3753.55 INV OUT:3750.10 24.1 Q
i5(C) - CB 8(R) INV OUT:3751.05 12"(E) �- Z 3
I m G3 J RIM:3754.17 W
�I I -CB3(R) Cl
3 I I INSTALL 137 LF OF t2" MSTAIL 65 LF OF 1 CB RIM:3753.55 INV IN:3750.731T(Vh -0 u'
ADS N-12 2.1%SLOPE ADS N-12(oJ 0.5%SLOPE INSTALL LF OF 1 I ALL 724 LF OF 1Y 9(R) INV OUT:3751.05 IT(SE) S8G 4 INV IN:3749.20 1T(E) Q 9
i 1> INV OUT:3749.10 24"(S)
I ADS N-12 @ Ill SLOPE I lu ADS N-12 0.5%SLOPE 0 vi
INSTALL TRENCH RIM:3753.55 INV OUT:3749.1012"(E)
INSTALL 72 LF OF 12- ;t DRAIN. CB 10(R) INV OUT:3751.05 12"(N) Q -
\ I ADS N 12 0.5%SLOPE ul RIM:3755.63 _
le
N I - a0 J l'" RIM 3753.55 S8G 5 INV IN:3751.891T(S) Z o
III � INSTALL 94 LF OF 12', w lI T: 74920 24"E
INSTALL 72 LF OF 1 1 ADS N-12 0.5%SLOPE lu NV.OF CHAMBERS=3750.4 CB 11(R) INV IN.3751.00 iT(S) INV OUT:3 O O
C I ADS N-1200.5%SLOPE ° INV OUT:3750.901T(N) INV OUT:3749.2024"1 v °
- 1 1 1 I NsrALL a LF of 1r .
INSTALL 114 LF OF 1
r III ADS N-12 0.9%SLOPE U SaG ADS N-12 @ 1.0%SLOPE w z n
T n RIM:3753.55 RIM:3754.75 N
T 4(R) CB 11(R I O I INV IN.3750.54 12'(S) INV IN:3761.91 ur(S) = w B
I I CB 12(R) S8G6 �_ oe
I INSTALLS LF OF1 1 \\ INV IN:3750112'(NW) INV OUT:3750.5017(1 o'
1 I ADS N-12@0.5%SLOPE :z SEEPAGE BED#3 SEEPAGE BED#a ) INV OUT:3750.3312*(SE) INV OUT:3750.5024(W) 3
SEE DETAIL 4,SHEET SEE DETAIL 5,SHEET INSTALL TRENCH
C3.1 AND STORMTECH C3 1 AND STORMTECH URAIN. / RIM:3753.13 RIM:3754.77
I I _ NSTALL 9 LF OF 1Y /
CB 8(R 1 ADS N-12 0.5%SLOPE I DETAILS,SHEET C3.3 DETAILS,SHEET C3.3 / CB 13(R) INV OUT;3750.83 1T(SE) INV IN:3751.91 12"(N)
3 W II / CB 19(R NSTALLB LF OF 1Y
Z
I B 5 fRl C810(R I ADS N-12 1.0%SLOPE �'C'7 INV OUT:3750.50 24'(E)
NS7ALL 38 LF OF 12" / o RIM:3753.80 INV OUT:3750.50 24"(W)
SEEPAGE BED#1 m
SEE DETAIL 2,SHEET I ADS N-12 @ 0.5%SLOPE / u�i - s / L INV IN:3750.86 12'(S) y
S8G 1 - 7 76 12'E RIM:3755.34
Nw
A BERS INV OUT.3 50.W N .OF CH M I G7 -
1 D T RMTECH \ ( )
�`...L C3. AN S O _ z
u INV.OF CHAMBERS-3750.4' s Y y
v I \ DETAILS,SHE T.
=37472 \ I INV IN:3752.501T(N)
ww ° / RIM:3754.91 S8G B INV OUT:3751.00 24"(E) "F- Y
N 1 I /d o 0 0 o u
K " I NS7ALL 70 LF OF 1Y I7 ®m INV OUT:3749.821T(W)
U 1 ----- 12
I ADS N-12 0.5%SLOPE - = INV IN:3751.3217(NW) INV OUT:3751.00 24"
3 " 0-
II-CB t`o
a I I7(R) CB9(R .I
SEEPAGE BED#5
I I I I 1 O SEE DETAIL 6,SHEET y o a.m
I I I SEEPAGE BED#2 z (9 2 5 x
\ I > C3.1 AND STORMTECH (9E 2 m-9
\\ ) SEE DETAIL 3,SHEET 7 DETAILS,SHEET C3.3
C3.7 AND STORMTECH - S
I INSTALL TRENCH INSTALL 4 LF OF 1Y S m
DETAILS,SHEETC3.3 DRAIN. ADS N-12 J91.0%SLOPE 5 ca
INSTALL 45 LF OF 12 O a £ c
_ - I ADS N-12 @ 0.6%SLOPE LL
I INV.OF CHAMBERS=371
II ° G B EHEER
W S.`sm€
n 1 I \ a=
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SEEPAGE BED#6 U 0_I- m m w
3 1 I \ INSTAL 1L 59 LF OF
\ \\ \ ADS N-12 D.5%SLOPE 1 SEE DETAIL 7,SHEET ?
\ E C3.1 AND STORMTECH �+
DETAILS,SHEET C33 Zo
/
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roved
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N-1 9 LF OF 12
pp z� m
ADS N-12 @ 11.6%SLOPE a
a
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N HNm
I \ ` - - - _ _
- e MAY 02o date. _
/ -INSTALL 23 LF of 1r \ 2 0 Q y>
/ s .ADS N•12@0.5%SLOPE --- -
-maw / P _
\ -- -- ---�--_ -ERR-----,RR-----ERR c�?7,�R) , e"":,� ERR -�� �-i / / \\\ Expires sintwoyearsfrcmapprova JW Z„^a"
--- --\ --�- --- -.RR -.RR --RR =
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G-- -G= c- -- - o ti--E GENERAL NOTES:
s G �� c ----G-----G-----G-----G- G--- ro -F/o--
s - ---
- EP-----EP----- --G--- 1. CATCH BASINS DESIGNATED AS"(R)"ARE
EP-----Ep --- Ep. --- EP ----El
G----- - RECTANGULAR.SEE ISPWC DETAILS SD-601/602.
- --- -'__ -_ EP- -_ _ REFER TO PLAN FOR ACTUAL INLET AND
- -_- -EP ----EP-----EP-----EP----- - OUTLET CONNECTIONS AND INVERTS.
_ADDISON AVEPJUE c 2. CATCH BASINS DESIGNATED AS"(C)"ARE
-__ ��_` CIRCULAR.SEE DETAIL 4,SHEET C3.1.
--- - 3. STORM DRAIN STRUCTURE DESIGNATED AS
E SAND AND GREASE TRAPS.
----w - ---t2"w-----Iz"w- 12"w-----12"w' 12"w-----12"w-----12"w 12"w-----12"w -12"w- --12"w-----12"w-----12"w ----Iz"w=== p--s2�a===�o-12"w--- .. 4. SEE IL TAILSETC3.AND SD302 FOR
1. 0 z
--F/a IEP-----EP I EP EP---� / _
---- ----
r-- \ \ o
r o , P,o----J P TRENCHING AND PIPE BEDDING DETAILS. a F
-T �77F o F n F o r/o F/o F/o F/o F/o ' /o F/o F/o- S. CONSTRUCTION SEE SHEET COA F OREE.GEND AND D
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GRAPHIC SCAUE
C3.0
STORM WATER RETENTION CALCULATIONS
BASH PERVIOUS AREA IMPERNOUSAREA PERVIOUSREfENTION IMPERVIOUS RETENTION TOTALREOURED n I -PA- j
VOLUME(C.F.) VOLUME(C.F.) RETENTION VOLUME TOTAL PROVED RETENTION
NUMBER (S.F.) (S.F.) VOLUAE(C.F.) -..
t0Y (C=0.3) (C=0.98) (C.F.) f-.--
96'
1 7,819 56,953 371 8,837 9,209 10,368(SEE DETAIL 2,THIS SHEET) U
2 15,220 56,933 723 8,834 9,557 9,615(SEE DETAIL 3,THIS SHEET) - - - - -- RSHED
OOF
I LL
3 17,832 52.052 847 8,077 8,924 8,928(SEE DETAR.4,THIS SHEET)
A-A 4 0 17,T75 0 2,758 2,758 2,837(SEE DETA L S.THIS SHEET) 9 n, W
5 0 18,956 0 2,941 2,MI 3,OM(SEE DETAIL 6,THIS SHEET) I - +- -. ® I =^ LL
�2' 6 3,937 24,825 187 3,852 4,039 4,113(ME DETAIL 7,THIS SHEET) I `- �°Ox BASIN#3 Oi� "A I ♦� LL Z
INLET 812E AND I K 2 }'" )• I U) 1
LOCATION vR FraRY, I �' cY^ e�,#" r u Ia I J o}
I BASIN � �- _ vY � }LLB
E TO
DINAIRAGE PLAN (2)-21'DIA HOLE THRU FOR MANHOLE ACCESS I 1; "' � >� .;yy � ROOF I� Q O r�
(TYP.ALL) SEE NOTES 283.
PLAN VIEW K I t- "�
I C'
RING AND LID.SEE NOTES 283. , �i p T+ '.•� Izm BASIN#4 8yI i Q (7Y
D� 3 a4 I LLImIrU
r��1 m o
GRADE RING.SEE NOTE 2 Z .,,T ``. ` .z` .4 � x� I v, d
1' Ks Z
w I 30'CONCRETE RISERS Lu 1 + fpw BASIN#5 $N� s°HE°o C7 ao
y i I AS NECESSARY.
m GRAPHIC SCALE
LU
p. 24'APDLASNIESl - 2DE CONCEPTUAL LAYOUT � �Z
OU PER UR OPLA (55)STORMTECH MC-4500 CHAMBERS '
--mo (10)S70RMTECH MC-4500 END CAPS "' F�. ,s. ° n �orcmw BASIN#6
INSTALLED WITH 12'COVER STONE,9"BASE STONE,40%STONE VOID BASIN#2 gy I
INSTALLED SYSTEM VOLUME:10,368 CF y Q
S IE IN PER \ \ AREA OF SYSTEM:2,506 FT'
PLANS PERIMETER OF SYSTEM:204 FT 2A•CORED END CAP PARTS MC460OREPE24BC I d- I
m r
m ?
TYP OF MC00 i5 24'CONNECTIONS AND 3 - - O
p ISOLATOR ROWS r
n M.2r {` 4 e1 `,rNny, ✓'.y �O_
�9.38 I 1 ----------------------- -----.� a "T' ^,2 'zy`T
. WSPECTION PORT -ISOLATOR ROW / O
,� -i
SUMP ELEVATION PER PLANS I }�=- ) ,
I- n n ------ BASIN#3----------- °�
,B I - ------ - o
903/B' H
SECTION A-A END VIEW i 24" ° _ n x "a
NOTE. m -1,000 GAL.SAND AND GREASE TRAP < t 1 /ywe G r O
1.ALL HOLES FOR INLET/OURET PIPES SHALL GROUTED. I I .€s - ' s fil )N 'x.*
2.PROVIDE STANDARD MANHOLE FRAME,COVER AND RISER PER ISPWC M617.CONSTRUCT CONCRETE COLLAR PER ISPWC SD616. I '
I N '. �1ADDISON AVENUE.- , �3.IDAHO P ECATFA 00000VERSGAL O INLET LOCATIONS.
4.IDAHO PRECAST 1,000 GALLON SAND AND GREASE TRAP ASSEMBLY OR APPROVED EQUAL.
-24"x 24•ADS N-12 BOTTOM MANIFOLD,
1 SAND AND GREASE TRAP $ , ! NV,.97 ABOVEDHaMBERBaSE(SLZ
SCALE:N.T.S. i i I SHEET
BY MANIFOLD SEE TECH --_
SHEET i7 FOR MANIFOLD SIZING 00
GUIDANCE) ❑
' STORMWATER BASIN LAYOUT
I '
Fw r� )rz
I U❑U❑m❑
SCALE:N.T.S. _
PLACE'.MINIMUM I ' 17.6 OF ADS GEOSYNTHEncsI CONCEPTUAL LAYOUT
J STONE AND PROTECTION
A TA L CHAMBER
ET IM-E OR (2)STORMTECH
6Ca40 CHAMBERS c o a
SCOUT PROTECTION AT ALL CHAMBER INLET (2)INSTALLED
WITH
5Ca40 END CAPS c
ROWS INSTALLED WTTIN6"COVER IIE:3, ,12'BASE STONE,40%STONE VOID Cn`o u
INSTALLED STEM: VOLUME:],W4CF Z a a O
P.METEYSTEM:SYSTEM
FT' t
SEEPAGE BED LAYOUT#1 PER METER OF6Y6TFlA.I�67Fr +;_�,
���P�
o fl
SCALE:N.T.S. 11,; ;
----------------------------- oE-
CONCEPTUAL LAYOUT ----------------------------------" 24" -- LL c
a" 24 / I W�-6.
(110)STORMTECH 547b CHANGERS I /% - / / • O / ro U)O .4m El
----------------------
(8)STORMTECHSC-740 ENO CAP$ L- ------------------/----------- --------------- - =a_`Q._
INSTALLED WTIN 6•COVER STONE.12•BASE STONE.40%STONE VOID 1,000 GILL.SAND AND GREASE TRAP INSPECTION PORT - LEVI
t u
INSTALLED WI TEM VOLUME:9,616 CF NSPE-CTION PoRT 2e PREFABRICATED ENO CM PARTS N IY r O m W
AREA OF SYSTEM:+/-3,4B6 FT' 1.000 GAL.SAND AND GREASE TRAPTYP OF ALL SC-70 24'
PERIMETER OF SYSTEM:+/381 FT ISOLATOR ROWS CONNECTIONS AND ISOLATOR ROVE O
24'PREFABRICATED END CAP PARTS INSPECTION PORT-1
--+/-170-
SC740EPE2,BTYPOFALLSG7402,• +,_,�, SEEPAGE BED LAYOUT#5 Z�
CONNECTIONS AND ISOLATOR ROWS C
----------------------- ----------- ---------- - o CONCEPTUALLAYOl1T V SCALE:N.T.S. z°
1,DDO GAL.SAND AND GREASE TRAP O ' „ o (4) ORMTECH X-7-7.ENDDCM�SS Z Z NwN
24" I N m O INSTALLED WITH 6•COVER STOW,12•BASE STONE,/0%STONE VOID
on 3 c
INSTALLED SYSTEM VDLRIE:4,113 CF (1 J
MFA OF SYSTEM:+/A,925 FT' `
1r.12"ADS 112 TOP MANIFOLD,INV 12.50' IN -J
N PERIMETER OF SYSTEM:+H72 FT Z N
ABOVE CHAMBER BASE(SIZE MD BY ENGINEER I +/-176'
SEE TECH SHEET s7 FOR MANIFOLD SIZING
GUBANCE) D m n
--- ---------------------------------------------__---- p .DDD GAL SAND AN GREASE TRAP
W
PLACE MINIMUM 12.5'OF ADS GEOSYNTHETICS INSPECTION PORT ----------/- -- / -------- --------------------
31SAW WOVEN GEOTEXTILE OVER BEDDING I /
STONE AND UNDERNEATH CHAMBER FEET FOR O I - -1 OH m m
W z�`��°i
SCOUR PROTECTION AT ALL CHAMBER INLET I
ROWS AML�/ p J W r O o o
L - -------------------- \ /------------------ -�NSPECTIOR PORT -- `f_Plov� tructian V N cV O
SEEPAGE BED LAYOUT#2 INSPECTION FORT SC7P PAB���DE mDAPPMTi
3 ISOLATOR ROW PLACEMN OVER
12.5'OFADS STONE
UNDERNEATH
AMBER CONNEPEOBTYPOFMLTOR RO4• SOLATOR ROW
SCALE:N.T.S. GEOTEXTN.E OVER BEDDING STONE AND DROERNEATH CHAMBER CONNECTIONS AND ISOLATOR Rows
FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
CONCEPTUAL LAYOUT SEEPAGE BED LAYOUT#6
0)STORMTECH S-740 CHAMBERS i,WO GAL.SAND AND GREASE MAY 2 0 2020
TORMTECH SC-74 END CAPS
INSTALLED WITH 6•COVER STONE.12•BASE STONE,40%STONE VOID 21 PREFABRCATEO F_ND CAP PARTS SCALE:N.T.S.
INSTALLED SYSTEM VOLUIIE:8,8M CF SC740EPE24B TYP OF ALL S T4024•
AREA OF SYSTEM:+/<, FP CONNECTIONS AND ISOLATOR ROWS Fxp'.res in two years from approval date.
PERIMETEROFSYSTEM:+/5 FT STANDARD CAST
+/-254' ISOLATOR ROW
ANON RING 8 ROUND Ity ngneenng t.
+/-245 24 GRATE
INSTALLAON NOTES:
T- -------------------------------------------------------------------------- ---- " CATCH BASI24" p p + 1,PLACE AA MINNCAIM OF 4'OFnCOMPACTED BEDDING ON PREPARED SUBGRADE AS
O O / FO SPECIFIED IN ISPWC SECTION 305-PIPE BEDDING.EXTEND BEDDING EITHER TO THE
t` r LIMITS OF THE EXCAVATION OR AT LEAST 12.OUTSIDE THE LIMITS OF THE BASE
N 12 ID SECTION. Z N
FILL
WITH
PLACE MINIMUM 12.5 OF ADS GEOSYNTHETICS 315WTK WOVEN DEC LE OVER BEDDING STONE 2.PROM E BALANCESMOOTH
AND EXCAVATE
BEARING SURFACE
FAC SELECT MATERIAL COMPACTED p
L-------- ---------------------- ------_-------- _ .50 LEVEL TO THE TOP OF THE BEDDING. U) Z
----------------------------
GRADE RING p"DN 3.PROVIDE A SMOOTH AND LEVEL BEARING SURFACE ON THE BEDDING SURFACE. �
,000 GAL.SAND AND GREASE TRIM
I
TBENGINEER
- d'
AND UNDERNEATH CHAMBER FEET FOR SCOUR IOI RPROTECTV AT ALL CHAMBER INLET ROW" •fCATCH BASIN
IN Tr--"' L)
INLET BOXPLAN VIEW 31�I N
17•1T ADS N12TOPMANIFOLD.NN 12.!10•ABOVE CHAMBER BASE(SIZE 7('�-1 312-`-11 O
D BY ENGI EER/SEE TECH SHEET V FOR MANIFOLD SIZING GUIDANCE)
USCALE:N.T.SEEPAGE BED LAYOUT#3 "
CONCEPTUAL LAYOUT S.
(a)STORMTECH x-740 CHAMBERS IO-
s o
(2)STORMTECH -740 END CAPS 18' (TYPO
IAO-M W
INSTALLED WITH 6"COVER STONE.12•BASE STONE,40%STONE VOID DA LO
h
0
AREA OF
STEM: VOLUME:3.83r CF
1'-10"
AREA OFSYSTEM:♦EM:-1FP } VO
PERIMETER OF SYSTEM:HdsO FT ' VARIES m W
+1-215' 1 10 � $
0
3
1,000 GAL.SAND AND CREASE p _ T-1 1� H
12 V\
r --------------------------------- - ---------- ------------------ 1� 61
L- -------------24•P----------------- 4-O -----------/ -------------- --I -X-j rz�{ w U>04124/20�2 0 g
INSPEC710N PORT REFABRICATED END CM ION
PARTS SC74DEPE248 TYP OF INSPECTION PoR - TYP 9y-9�OF�pP Z
ALL SC-74024"CONNECTIONS AND ISOLATOR ROWS AREA INLET SECTION"V'-"V' SECTION"X""X" �lN�
SEEPAGE BED LAYOUT#4 a 8 30" DIAMETER CATCH BASIN STPau.0 of le
D C3.1
5 SCALE:N.T.S. SCALE:N.T.S.
0
x
COVER PIPE CONNECTION TO END OPTIONAL INSPECTION PORT a0
CAP WITH ADS C>fOSYND1EfIC5 WIT yy
NONVNOVEN GEOTEXTILE F-
MC-5N CHAMBER 2
MC4500 END CAP
U
STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEIIIA STORMIECHHIGHLY PECONMELOS a a g
FLEXSTORM PARE INSERTS IN ANY UPSTREAM _
1. CHAMBERS SHALL BE STORMTECH MC4500 OR APPROVED EQUAL, 1. STORMTECH MG4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTITNE HAS COMPLETED A S UCTLRESVMHOPENGRATES y°�`+,�' � ')�$ �za $S�gb't m�-g x t� S<v ��„ +d;,Y LL
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. •g &y+tsyc R 4„2 e?Nq.d 2 C53wT f e i`. S'pet - 2
2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN.IMPACT-MODIFIED POLYPROPYLENE �~ 7 P?L` M$ sK"°?qe i ._m;P
COPOLYMERS. 2. STORMTECH MC-45W CHAMBERS SWILL BE INSTALLED IN ACCORDANCE WITH THE'STORMTEGH MC350GMCJ4W0 CONSTRUCTION GUIDE". LO ,U^ 6
I CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WINH NO 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. i <
INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. STORMTECH RECOMMENDS 3 BACKFILL METHODS:
U = LL
• STONESHOOTER LOCATED OFF THE CHAMBER BED. 2 a Z
4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE CATCH BASIN `/
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. OR U) '0 U
LONG4)URATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. MANHOLE J
DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. J O (.D
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. Q ' U
5. F RMOLRS SHALL MEET THE REQUIREMENTS L TORN F2418,ATER COLLECTION
SPECIFICATION ^
FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER CWLECTKON CHANBf:RS'. 8. MAINTAIN MINIMUM-9'(230 mm)SPACING BETWEEN THE CHAMBER ROWS. V J m U
PTH TBD BY W y
SUMP
6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE ]. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF IT(300 mm)INTO CHAMBER END CAPS. S DEITE DESIGN N
WITH ASTM F2]8],"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC 0 3Z
8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE AANGULAREAN,CRUSHED,ANGULAR STONE 3V-2'(2030 mm)MEETING THE AASNTO M{3 (u'(60O mmI MIN RECENGINEER
OMMENDED) N w
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 24• GEOLATILEBEWE G FOUNDATION
WOVEN � ZN
DESIGNATION OF p OR I4. FACT OR FREE ACCESS PIPE REQUIRED �1
USE FACTORY PRE4:ORED END CAP GEOTEXTILE BETWEEN FOUNpATIW STONE AND CHAMBERS y� DJ CU
1. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. PARTk.MC4SNREPE24BC 10.S III m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS W = N U
THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE.STONE DEPTHS SHOULD NEVER ''^^
DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: DIFFER BY MORE THAN IT(300 mm)BETWEEN ADJACENT CHAMBER ROWS. m I p
10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. MC-4SOO ISOLATOR ROW DETAIL C ,^ Oy
a A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER G v/
THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO INSPECTION&MAINTENANCE CONCRETE COLLAR Q (D 0¢O
11. ADS RECOMMENDS THE USE OF SYSTEM
TORN CATCH U INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE 18'(450 mm)MIN WIDTH V
1.AN FOR DEAD LOAD AND M FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2]B] STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. PAVEMENT C) z �LL u
AND BY AASHTO FOR THERMOPLASTIC PIPE. STEP 1) A INSTECTIONRROW TSIF RESENT)NT Y�
A. INSPECTION PORTS(IF PRESENT)
CONCRETE COLLAR NOT REQUIRED m�
b. A STRUCTURAL EVALUATION SEALED BVAREGISTERED PROFESSIONAL ENGINEER NOTES FOR CONSTRUCTION EQUIPMENT A. REMOVEIOPEN UD ON NYLOPLAST INLINE GRAIN FOR UNPAVED APPIJCATONS o
THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD A2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED 2 a
BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET.THE 50 YEAR CREEP 1. STORMTECH MC WITH
4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE THE'STORMTECH MC-3500/MG45W CONSTRUCTION GUIDE". A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDI MENT AND RECORD ON MAINTENANCE LOG
MODULUS DATA SPECIFIED IN ASTM F2418 MUST BE USED AS PART OF THE AASHTO 2. THE USE OF EQUIPMENT OVER MC45N CHAMBERS IS LIMITED: AI. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) V a A
STRUCTURAL EVALUATION TO VERIFY LONGTERM PERFORMANCE. • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. A.S. IF ISOLATOR
IS AT,OR ABOVE,3-(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. \ W g
• NO RUBBER TIRED LOADER,DUMP TRUCK.OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE B. ALL ISOLATOR ROWS CONCRETE SLAB Z f
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW a'El mm)MIN THICKNESS h O 10 £'
C. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS WITH THE'STORMTECH MC-3500MC45M CONSTRUCTION GUIDE'. 6.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPET) MIRRORS ON POLES OR D (300 mm)NYLOPIAST INLINE '^ b
BASED. • WEIGHT LIMITS FOR CONSRUCT10N EQUIPMENT CAN BE FOUND IN THE'STORMTECH M03500/MC45N CONSTRUCTION GUIDE". V J n
CAMERAS MAY BE USEDTO AVOID CONFINED SPACEERRYIi) FOLLOW OSHA REGULATIONS FOR CONFINED DRAIN BODY WSOLID HINGED
H HE PRODUCED AT AN I50 9001 CERTIFIED SPACE ENTRY IF ENTERING MANHOLE FLEXSTORM CATCH X COVER OR GRATE d
3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. 8.3. IF SEDIMENT IS AT,OR ABOVE,T(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. PART PEN G YF PARTa 2]12AGOBN
8. CHAMBERS AND ENO CAPS SHALL Q K 4
MANUFACTURING FACILITY. WITH USE OF OPEN GRATE SOLIDCOVER:1299CGC O - ry
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS GRATE:12WGS
BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE HUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD A. A FIXED CULVERT CLEANING NOZZLE WITHREAR FACING SPREAD OF 45'(1.1 m)OR MORE IS PREFERRED 6'(250 mm)INSERTA TEE U U
WARRANTY. B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN PARTNBN12ST451P 6-(1 50 mm)A05 N12 I^) Q F
CONTACT STORMTECH AT 1.888.892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. C. VACUUM STRUCTURE SUMP AS REQUIRED INSERTA TEE TO BE CENTERED HDPE PIPE c
ON CORRUGATION CREST
STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS',RECORD OBSERVATIONS AND ACTIONS.
STEP I) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. N~j OLL
MC4500 CHAMBER N
NOTES Z Q
1. INSPECT EVERY B MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE ISPECTION INTERVAL BASED ON PREVIOUS O
3 d
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWSTHAT MAINTENANCE IS NECESSARY.
MC-4600 6"INSPECTION PORT DETAIL
RS m m
INSERTA TEE DETAIL MC-4500 TECHNICAL SPECIFICATION ACCEPTABLE FILL MATERIALS:STORMTECH MC-4500 CHAMBER SYSTEMS In F Y 0
HTS R
DO NOT INSTALL CREST ING RIB CREST AASHTO MATERIAL COMPACTION/DENSITY 0 o U o rn u
CHAMBER
STIFFENVALLEY
_ CHAMBER JOINTS VALLEY WEB MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT
A STIFFENING RIB UPPER JOINT I
CORRUGATION FINIAL FILL_FILL LATERAL FOR LAYER'D'STARTS t n
FROM THE TOP OF THE'C LAYER TO THE BOTTOM ANY SOMOCK MATERIALS,NATIVE SOILS.OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS.
D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEERS PLANS.CHECK PLANS FOR PAVEMENT WA PAVED INSTALLATIONS MAY HAVE STRINGER (n o O m
CONVEYANCE PIPE 4}` GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATON REQUIREJ.ENTS.
MATERIAL MY VARY f MAY BE PART OF THE U LAYER sZ ua OU
7 ' 58.4• AASHTO M1/5' BEGIN COMPACTIONS AFTER 12•(308 mm)OFFOOTrN
m) 159.4" A-1 A-2 M'4 MATERIAL OVER THE CHAMBERS IS REACHED.FILL:FILL MATERIAL FOR LAYER'C GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES,<W% COMPACT AODMONAL LAYERS IN (1N mm)MAX o c0 O -
STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR
C STONE('B'LAYER)TO 18'(150 mm)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE 0 w ;
TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO . DENSITY FOR PROCESSED AGGREGATE LL
A SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS DYER. 3,351.4,461,6 A`T 6 Bl,68,],]8.8.W. MATE MS.ROLLER GROSS VEHICLE WEIGHT O 3 O 0�1p
INSERTA WE �I.. ,�i LOWER JOINT CORR. NOT TO EXCEED 12,000 Ia(M RNA.DYNAMIC w @a c H
CONNECTION INSERA TEE TO BE 100.0'(2510 mm)
a) INSTALLED CENTERED a BUILD ROW AN THIS DIRECTION 90.;Y(2291 mml�'� 9.10 FORCE NOT TO EXCEED 20.000Is(N RN). (1) Tim E c
OVER CORRUGATION CLEAN,CRUSHED.ANGULAR STONE NOMINAL SIZE M O LM3' $t T.1a c
918EDMENT STONE:FILL SURROUNDING THE m
PLACE ADS GEOSYNTIHETIC5315 YVOVEtl B CHAMBERS FROM THE FOUNDATION STONE
('A' NO COMPACTION REQUIRED. F m M W
DYER)TO WE'C'LAYER ABOVE. DISTRIBUTION BETWEEN 3M-2INCH(2P58 mm) 3.357.{.IB].5.56.5]
GEOTEXTILE(CENTERED ON INSERTA-TEE SECTION A-A SIDE VIEW FOUMDAl10N STONE:FILL BELOW CHAMBERS V
INLET)OVER BEDDING STONE FOF2 SCOUR CLEAN.CRASHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT Z
PROTECTION AT SIDE INLET CONNECTONS. (12fT mm) 52.0" A FROM THE SUBGRADE UP TO THE FOOT(SOTTO M) DISTRIBUTION BETWEEN 3H-2INCH(2030 mm) 3,351,{.46],5,56,5] SURFACE.'
GEOTEXTILE MUST EXTEND 6'(/50 mm) (1321 mm) OF THE CHAA6ER. I`N E
PAST CHAMBER FOOT CHAMBER MAX OAMETER OF HEIGHT FROM BASE OF INSTALLED 3
INSERTA TEE CHAMBER DD 30.T PLEASE NOTE: _
SC-310 6"(150 mm) 4"(100 mm) [ST INSTALLED
1. THE LISTEDO.4(AA DESIGNATIONS ARE FIXN GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FIXN N STONE WgULD STATE'CLFAN,CRASHED, Z I! m�m
INSTALLED ANGULAR N0.4(AASHTO N RE STONE'. Ez m
SGT40 10'(250 mm) 1'(IN mm) 2. STO W EC INFILTRATION
URFACEUIREME E CARE OMISEDET FOR y LOCATION ON,FOR STANDARD
AMEN DESIGN ND LOAD CONDITIONS,
IN 6'(150 SURFACE
LIFTMY BE ING ACHIEVED
FULL RAKING
OR D AGGINWITH VI WITHOUT
COMPACTCOMPACION
OR. n E
DG-T80 10'(250 mm) 4'(100 mm) NOMINAL CHAMBER SPECIFICATIONS 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION w� to
MC3500 12'(3W mm) 6'(1m mm) SIZE(W X M X INSTALLED LENGTH) 10W X W.0'X 48.3' (2510 mm X 1524 mm X 1227 mm) EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMIECH FOR COMPACTION REQUIREMENTS. Z
III
CHAMBER STORAGE t%.S CUBIC FEET (3.01 m') J
NOTE M 500 12-(IN mm) W(200 mm) MINIMUM INSTALLED STORAGE' 162.6 CUBIC FEET (4.60 ml ()-6 m n d
PART NUMBERS WILL VARY BASED ON INLET PPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SM 26,SDR 35,SCH b IPS WEIGHT 130X Is. (59.0 k8) ADS GEOSYNTHETICS WIT NONWOVEN GEOTEXTILE ALL AROUND PAVEMENT LAYER(DESIGNED Z A i7 IO N W
CONTACT STORMTECH FOR MORE INFORMATION. GAS
IQ_TEO d SOLVER WELD,N12,HP STORM,C-900 OR DUCTILE IRON CLEAN,CRUSHED,ANGULAR STONE IN A d B DYERS BY SITE DESIGN ENGINEER) N
NOMINAL END CAP SPECIFICATIONS w 0) 0 1�U}
SIZE(WXHX INSTALLEDLENGTH) N2'X S9.4'X W.T (2291 mm X 1509 mm X 781 mm) M Q C Z m m m
MCBERIESEND CAP INSERTION DETAIL END CAP STORAGE 3s.]cuBIOFEET (LmAr) � `` A � A" AA�� �� \ D��� A�, 11010�"F" - ].0' Z'rn�Omm
RS MINIMUM INSTALLED STORAGE' IN.]CUBIC FEET (3.Oam� �,�. _ 24' C r
PERIMETER STONE mNreeSv+wF nN
WEIGHT 135.0Is. (61.2 k9) 35.1' (SEE NOTE 6) - -C (W()mm)MIN' (2.1.) J w
(891 mm) 1T(3W mm)MIN cIsN N E
STORMTECH END CAP 'ASSUMES 1T(W5 mm)STONE ABOVE,9'(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS,
12'(M5 mm)STONE PERIMETER IN FRONT OF END CAPS AND 4D%STONE POROSITY. B V U
EXCAVATION WALL
12'(300 mm) 60'
(CAN BE SLOPED OR VERTICAL)
MIN SEPARATION STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WiTH'B' (1525 mm)
SLABS AT TOP OF END CAP FOR PART NUMBERS ENDING W1TN'T
PART# STUB B
MC450OREPE06 i�.. A
42.54"(1.081 m) _
'� 6"(150 mm) _' - �DEPTH OF STONE TO BE DETERMINED
MC450UREPEMB - _ 1� Lam` ILLIjL�IiJllll� �I BY DESIGN ENGINEER P(231 mm)MIN
MG500REPEOBT 10.N'(1.M m) 1T(3N m)MIN ` _ 9 1 W 2540 mm 1T(300 mm TYP
MC450DREPEMB 8'(200 mm) - MC4500 (230 mm)MIN
SUBGRADE SOILS ( ) I� )
MC4500REPEi OT 10'(2W mm) 38.3T(975 mm) END CAP (SEE NOTE 5)
MC0500REPEIOB - NOTES:
MC4500REPE12T 35.69-(90]mm)
MC/500REPE12B 12'(300 mm) - 1. MU5W CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'.
MANIFOLD HEADER MC45TXREPE15T 15'(3T5 mm) U.T2-(831 mm) 2. MII CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
MC45MREPE15B T �111rul`ll
TnMANIFOLD STUB MC45NREPEIBTC 18'(460 mm) 29W(]I6 mm) B3. 'ACCEPTABLE FILL MATERALS'TABLE ABOVE PROVIDES MATERW.LOCATIONS,DESCRIPTIONS.GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. OMC45WREPE18BC - _MC45WREPEWC 23.05(SB5 mm) 4. WE'SITE DESIGN ENGINEER•REFERS TO THE ENGINEER RESPONSIBLE FUN THE DESIGN AND LAYOUT OF THE STORMIECH CHAMBERS FOR THIS PROJECT. . to
MCA500REPE24BC 24'(800 mm) - z
MC46NREPEWBC W"(]50 mm) _ S. THE CONSIDERATION
DESIGN ORTENGINEER NG RESPONSIBLE EXPECTEDSASSESSINGTHE BEARING ON RESISTANCE(ALLOWABLE BEATING CAPACITY)OFTHE SUBGRAOE SOILS AND THE DEPTH OF FOUNDATION STONE WITH ~
12'(300 mm) MCI5WREPENBC 38'(900 mm) _ GONSIOEMTKIN FORTIS RANGE OF EXPECTED SUL MOlST1RE CONDITIONS MAY 2 0 2020 U
MIN INSERTION MG REPEQBC I 42'(1050mm) 8. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. ~
NN yy z
AR NOTE:ALL DIMENSIONS E NOMINAL 1. ONCE LAYFR'C IS PLACED.ANT SOILMATERAL CAN BE PLACED IN LAYER'O UP TO WE FINISHED GRADE MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' >-�pl�I:�t`10 years t'O1n approval UOIe. U
CUSTOMPREWRED INVERTS ARE AVAILABLE UPON REQUEST. MANIFOLDS INCLUDE ORD'AT INVENTORIED MTESDEDESIGNENGINEER DISCRETION
NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL 124r(30 N mm)SIZE ON SIZE AND 1518'(315-12N mm)ECCEN RIC MANIFOLDS.
FOR A PROPER FIT IN END CAP OPENING. CUSTOM INVERT LOCATIONS ON E MC4500 END CAP CUT THE FIELD ARE NOT RECOMMENDED U y�J'lgsneering Dept. O TH
FOR PIPE SEES GREATER THAN 10-(250 mm) LL
THE INVERT LOCATION IN COLUMN B'ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE. UJ
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STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF THE SC310/SC-740 SYSTEM z
D
1. CHAMBERS SHALL BE STORMTECH S M,S"lo.OR APPROVED EQUAL i. STORMTECH SGG810 a SG740 CHAMBERS SHIUL NOT BE INSTALLED UNTIL WE MANDFACTURERS REPRESENTATIVE HAS COMPLETED A 0
U
. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.. ME-CONSTRUCTION MEETING WITH THE WSTALLERS.`J W
2 "J 2. STORMTECH S 10a SC-T IMMB LED IN CFRS SWILL BE INSTAL ACCORDANCE WITH THE'STORMTECH S1,3101SG740/SG780 CONSTRUCTION
3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS.UNOBSTRUCTED WTERNAL SPACEWITH NO INTERNAL SUPPORT PANELS THAT GUIDP."J J
WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 3. CHAMBERS ARE NOT TO BE SACKFILLED WITH A DOZER OR AN EXCAVATOFI SITUATED OVER THE CHAMBERS."J z
STORMRECH RECOMMENDS 3 MCKFILL METHODS. N LL
4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL.AND THE INSTALLATION REQUIREMENTS SHALL ENSURE •STONESHOOTER LOCATED OFF THE CHAMBER BED. � ZZ
THAT THE LOAD FACTORS SPECIFIED IN ME PASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12.ARE MET FOR:1) •BACKFILL AS ROWS ME BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE- COVER DEN TINE ISOLATORNGEOTTHAE WF
LONCaIXIRATION DEAD LOADS AND 2)SHORT-DURATION LNE LOADS.BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION •SACMU_FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATCWJ EOSYNRIE71C5601T NOlFWOV2-GEOTEXTILE VA
E
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 4. THE FOUNDATION STOW SHALL E LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.."J S(2.{m)MN WADE OPTIONAL INSPECTION PORT Q j
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE"J SG7b CHAMBER
5. CHAMBERS SHALL MEET ASTNT FnV(POLYETHYLENE)OR ASTM F2415(POLYMOPYLENEI,'STANDARD SPECIFICATION FOR 8. MAINTAIN MWWUN-6'1150 mmI SPACING BETWEEN THE CHAMBER ROW5CHAMBERS ZLL
THERMOPLASTIC CORRUGATED WALL STORMYATFR COLLECTION CHANGERS'."J 7. EMBEDMENT STONE SURROUNDING CHAMBERS MAST BEAN,CR A CLEUSHED.ANGULAR STONE 3N-2-W50 mm).`J STORMTECH HIGHLY RECOMMENDS !�
A.
CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS RMIED IN ACCORDANCE WITH ASTM F2787.'STANDARD PRACTICE A. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION IMTFR eH c GEARING CAPACITIES TO THE SITE DESIGN FLEXSTORM PUCE INSERTS IT ANY UPSTREAMSTRUCTURES WITH OPEN GRATES
LL 2
FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STM~TER COLLECTION CHAMBERS'. ENGINEER.") //3 I FLL J
9. ADS RECOMMENDS THE USE OF'FLEXSTORM CATCH Ir INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE !' "}-1- 3 9- v, U
7. ONLY CHAMBERS THAT ME APPROVED BY THE SITE DESIGN ENGINEER WILL BEALLOWED.THE CHAMBER MANUFACTURER SWILL STOFt TER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. '� +°T s ?k1;W
SUBMIT THE FOIL NO UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DEUVERWG CHAMBERS TO THE "
Lui
PROJECT SITE: NOTES FOR CONSTRUCTION EQUIPMENT"J S0740 END CAP Q W�_10
1. STORMTECH SGJ10 aSG740 CHAMBERS SHALLEINSTALLED IN
ACCORDANCE WITH WE
'STGRMTECH SC-3IwCG7000-780 CONSTRUCTION t „ 9`
a. ASTRUCTURAL EVALUATION SEALED BYAREGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY GUIE':'J 1 1 a TYyf p" �
FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-S10 a SG AM 740 CHAMBERS IS I IMITED: W Z j f
F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. .ND EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT WE LOAD •NO RUBBER TIRED LOADERS,DUMP TRUCKS,OR EXCAVATORS ME ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH CATCH BASIN /�/mow/0 N W
FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12.ARE MET.THE 50 VENT CREEP THE'IMITS F ECH CONSTRUCTION
EQUIPMENT
CONSTRUCTION GUIDE'. OR CL LL Z
MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST E USED AS PART OF THE AASHTO STRUCTURAL EVALUATION 'WEIGHT LIMBS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE'STORLNIECH SG310/SC-710IDC]80 CONSTRUCTION GLIDE'"J MANHOLE 5 Q-'U
3. FULL 36'(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR OIMWING. coTO VERIFY LONGTERM PERFORMANCE Z?
c STRUCTURAL CROSS SECTION DETAIL ON NMICH THE STRUCTURAL EVALUATION IS BASED. USE OF EPABLE BATOPUSHEMBEDMENT STONE BETWEEN 11E ROWS OF WEMCHAMBERSMAY CAUSE DAMAGE T COVERED
ANDBMOTAN
ACCEPTABLE BIICKFILL METHOD.ANY CHAMBERS OJWAOED BY TIE'DUMP AND PUSH'METHOD ME NOT COVERED UNDER ME STORMIECH SUMP DEPTH MD BY
STANDARD WARRANTY. SITE DESIGN ENGINEER W
S. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 8001 CERTIFIED MANUFACTURING FACILITY. (24'[600 mm]MIN RECOMMENDED) Q Z[n N
CONTACT STORMTECH AT 1-0"92-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT UNITS FOFI CONSTRUCTK)N EOUPWNT. 24"(800 mm)HOPE ACCESS PIPE TWO LAYERS OF ADS N F LAND TION S 315WIK WOVEN T Z Q O
REQUIRED USE FACTORY PRE-FABRICATED 5-(1.5 THIN BETWEENFOUNDATIONSTONEANDCHAMBERS =W -;LL i
END CM 5'(1.5 m)MIN MADE CONTINUOUS FABRIC NATHOIfi SEAMS W Z Y o r1
PART#:SC740EPE24B IY�/m W
SC-740 TECHNICAL SPECIFICATION SC-7401SOLATOR ROW DETAIL V lai N w 8
NTS INSPECTION S1 MAINTENANCE W 0(n t m
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT CONCRETE COLLAR {.18'(150 mm)MIN MOM Z Z g
A. INSPECTION PORTS(IF PRESENT)
90 I �l O
.r 12301 mm)ACTUAL W.4'(2169 mm)INSTALLED LENGTH A LENGTH�I .1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN PAVEMENT CON 2CRETE COLLAR NOT REQUIRED .6
F A2. REMOVEMD CLEAN FLEXSTORM FILTER IF INSTALLED FORUNPAVEDAPPLICATIONS gy DUj
4-BUILD ROW IN THIS DIRECTION A3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG Li. ^1� b
A. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) 13'(3W mm)NYLOPIAST INLINE
O iJ 4
A.5. IF SEDIMENT IS AT,OR ABOVE,3-(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. - DRAIN BODY W/SOLID HINGED ry
B. ALL ISOLATOR ROWS COVER OR GRATE Q N N
8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW - PAR T#2712AG06N ^ -
B.2. USING A FIASHLIGHT,INSPECT DOWM THE ISOLATOR ROW THROUGH OUTLET PIPE"Ji) MIRRORS ON POLES OR CONCRETE SLAB SOLID COVER:1299CGC V rr/) Q .0
CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY"JI)FOLLOW OSHA REGULATIONS FOR CONFINED 8'(200 mm)MIN THICKNESS I�� GRATE:1299CGS
START END SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT,OR ABOVE,3'IN mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3.
FLEXSTORM CATCH IT
STEP 2) CLEAN OUT ISOLATOR ROW USING TIRE JETVAC PROCESS PARTS
W12NYFX 6'(15 0 mm)ADS W12 0
OVERLAP NEXT CHAMBER HERE
A. A FLIED CULVERT CLEANING NOZZLE WRAP REM FACING SPREAD OF 45'(1.1 m)M MORE IS PREFERRED WITH USE OF OPEN GRATE HOPE PIPE U O n
(OVER SMALL CORRUGATION) B. APPLY MULTIPLE PASSES OF JEIVAC UNTIL BACKFLUSH WATER IS CLEAN N ,
ACCEPTS 4'(100 mm)SCH w PVC PIPE FOR INSPECTION C. VACUUM STRUCTURE SUMP AS REQUIRED 6'(IW mm)INSERTA TEE Z U n
PORT.FOR PIPE SAES LARGER THAN 4•(103 mm)UP TO STEP 3) REPLACE ALL COVERS,GRATES,FILTERS.AND LADS;RECORD OBSERVATIONS ANDACiIONS. PTO SE ENTERHP
10-(250-)ME INERTATEE CONNECTION ENTERED INSERTA ORRU ATION REST F a"
ON A CHAMBER CREST CORRUGATION STEP 4) WSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. ON CORRUGATION CREST SC-M CHAMBER 3
NOTES
2g 3' 30.0 1. INSPECT EVERY 6 MONTHS WRING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS SC-740 6"INSPECTION PORT DETAIL
(7M mm) (762 mm) OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS."J NT0
L 2 CONDUCT JETTING AND VAMORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. m
L L 1
12.2' I 1 1 45.9'(1186 mm) 51.0' f m 1-¢Y w
(310-I-1 (tze5 mm)
6,0 U O y U
MOIMMAL CHAMBER SPECIFICAIIOKS
SIZE(W X H%INSTALLED LENGTH) 51.0'%30.0'XBSA' (1295mm%]82 mm%2189 mm) �.
CHAMBER STORAGE 45.9 CUBIC FEET (IM m') Z G n
INSERTA TEE DETAIL MINIMUM INSTALLED STORAGE' 74.9 CUBIC FEET (2.12 mq
HITS WEIGHT 75.OKx (33.6Kg) [.� ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS E
DO NOT INSTALL -ASSUMES 6'(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS A I A C 0 x m
*ME
&MBARJOINT I Z r T u L
AMBER Jo1Nrs AASHTO MATERIAL COMPACTION/DENSITY
MATERIAL LOCATION DESCRIPTION m E o,
CLASSIFICATIONS REQUIREMENT e gD.
_T FROM THE TOP O TIE V LAYER TO THE BOTTOM ANY SOIJRO:K MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEERTARTS 'S PLANS. LL c 3 c
CONVEYANCE PIPE 0 1w, 1 D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT WA PAVED INSTALLATIONS MAY HAVE STRINGENT _
MATERIAL MAYVMY GRADE ABOVE.NDTETHATPAVEMENTSUSSASE SUBGRADE REOUIBEMENTS. MATERIAL,AND PREPARATION REQUIREMENTS.
O.o m m•'c
(PVC,HOPE.ETC) - STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH W C MAY BE PART OF THE V LAYER o
STUBS AT TOP OF END CAR FOR PART NUMBERS ENDING WITH T BEGIN COMPACTIONS AFTER I (300 mm)OF 5 m 1A p 8
L PART# STUB AL14.r
CAASHTO MI4S MATERIAL OVER THE CHAMBERS S REACHED. wt �'o
A-1,A-2-4,A-3 COMPACT ADORONAL LAYERS IN 6-(150 mm)MAX
INITIAL FlLL:FILL STOP OF.FOR LAYER C' GRANULAR WELL-GRADEDFINES
OR
SOUAGG AGGREGATE.
MIXTURES.<35X K F m O m W
1. SC740EPE06T/ IFTS TO A MIN 95%PR DENSITY FOR
10.9"(277mm) - STARTS FROM THE TOP OF THE EMITEDMENT FINES OR PROESBEDAGGRECATE. OR LWELL GRADED MATERIAL AND 95%RELATIVE
_ SC740EPEO6TPC 6"(150 mm) C STONE(V LAYER)TO IW(450 mm1 ABOVE ME DENSITY FOR PROCESSED AGGREGATE V
mm) TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASNTO M43' MATERIALS.ROLLER GROSS VEHICLE WEIGHT Z
INSERTAIEE -(' _- _ O.S(13 mm)
SC]40EPE068/SG]40EPEOBBPC
CONNECTION - IN SC740EPE08T/SC74EPEOBTPC m) - SUBBASE MAY BE A PANT OF ME'Cr LAYER. OF THIS HAVER 3,35],4,487,5,56.57.8,V.88,7,]8,B,W.
8'(200 mm) 12.T(310 mm) 9,10 NFFORCE NOT TO EXCEED N,000 ft(88 M I. A
(X) INSTALLED.CENTERED SC74DEPENS/SC70EPEOBBPC B6'1`mm) Z� 6
OVER CORRUGATION SC740EPE10T/SC740EPE10WC mm) - EMBEDIIEMf STONE:FILL SURRROUNDNG THEiP(250 mm) 13.1(340 mm) CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE MSHTOM43'SC7/0EPE10B/SC]/OEPEt OBFCB CHAMBERS FROM THE FOUNDATION STONE CA' NO COMPACTION REQUIRED. ZPLACE ADS EOSYNTHETICS 315 WOVEN DISTRIBUTION BETWEEN 3/421NCH(20b0 mm) 3,35],4,46],5.58,5] Lb GEOTEXTILE(CENTERED ON INSERTA-TEE SECTION A.A SDEVIEW SC740EPE12T I SC740EPE12TPC ' m) - LAYER))TO THE'C'DYER ABOVE. W CID
INLET)OVER BEDDING STONE FOR SCOUR SC]/OEPEI2BISC710EPE128PC - 1.2(3o mm1 LLI I
PROTECTION B DDINGSIDE STONELET FOR SCOUR SC740EPE12B I SC740EPE15TPC FOUNDAOION STONE:FILL BELOW CHAMBERS CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO MIS' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
GEOTEXTILE MUST EXTEND 6'(150 mm) 15'(975 mm) 18.4'(46]mm) - A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) DISTRIBUTION BETWEEN 314-2 INCH(20-50 mm) 3,357,..467,E.5fi,57 SURFACE." Z
PAST CHAMBER FOOT CHAMBER YAX DAYETEROF HEIGHT FROM BASE OF SC74EPE156/SC740EPE15BPC 1.3'(33 mm) OF THE CHAMBER. UH a7
INSERTA TEE CHAMBER IX) SC740EPE18T/SC740EPE18TPC 5.0'(12T mm) - m
3C_31p 6"(150 mm) 4"(100 mm) SC740EPE186/SC740EPE18BPC 18'1{50 mm) 19.r 1500 mm) - 1.8'(41 mm) PLEASE NOTE: Z `) W
SG740 10'(250 mm) 4'(100 mm) SCT4EPE24B' 21'(800 mm) 18.T({7C mm) - 0.1'(3 mm) 1. THE LISTED AASHTO DESIGNATIONS ME FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:'CLEM,CRUSHED, II.I LAN o r
DG]80 10'I250 mm) 4'(1 W mm) ANGULAR ND.4IMSMO N RE STONE', u9�1
ALL STUBS EXCEPT FOR THE SC740EPU48 ME PLIED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF 2. STORMTECH COMPACTION REQUIREMENTS ME MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6'FLAT
SURFACE
(MAX)MAY
ING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. Q C>C m
NIC_ 0 Ir(300mm) 8'(150 mm) THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,AFLAT SURFACE MAV BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION Z'p)d'- B m
MC�500 12'(300 mm) 8'(200 mm) id88882-269{. EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. C -r r W
MOTE: J w^ C O E
PART NUMBERS WALL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SON 2B SOR M,SCH 40IPS •FOR THE SC74EP04B THE 24'(600 mm)STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75'(*1
Q>
CONTACT STORMTECH FOR MORE INFORMATION. GASKETED a SOLVENT WELD,N-12.HP STORM,G900 OR DUCTILE IRON BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE W12 STUB SO THAT THE FITTING SITS LEVEL V U
NOTE:ALL DIMENSIONS ARE NOMINAL
ADS GEOSYNTMETICS W1T NOWWDVEN GEOTEXTILE ALL
AROUND CLEAN,CRUSHED,ANGULAR STONE IN A a B LAYERS_ PAVEMENT LAYER(DESIGNED
BY SITE DESIGN ENGINEER)
K I
PERIMETER STONE D 8
(SEE NOTE el \)\r )\l .n� \,- �. > _ _ _ - I 18" (2.4 m
CMAX)
YYY may, (450 mm)MIN MAX
6-(IN mm)MIN
EXCAVATION
(CAN BE SLOPED OR VERTICAL) V 3P
(7eo mm)
l 0
Imn- a u�i n i�i Iii S A O
W
IoI-uiin _ -1 non u_ -
III- mil, �I -11HII IIBII IL31HIF311 R�II hall II�II� nI IN-I III II '..II ItJILI rI�FTi DEPTH OF STONETO BE DETERMINED U
��I I-IBILJ(L lLr�„II' II II , IHII IIR�L II i ilIIJI IR- I�� Jt IHIr I�„�LL H,J�I Try BY DESIGN ENGINEER B'(150 mm)MIN
SC-7/0 0 51'(1285 mm) 12'(300 mm)TYP IL U
"(--)MIN END CM SUBGRADE SOAPS (150 IMIN D
(SEE NOTE Approved f �� struction
NOTES: '--- z
0
1. SG740I,CHAMBERS"STANDARD
CONFORM TO THE EOUEMENTS E ASTM CORRUGATED
'STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS', U
OR 7,KI AMBE STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL SCTICE FR COLLECTION CHANTERS'."J It
2. SG]IO CHAMBERS SHALL E DESIGNED W ACCORDANCE VJfIH ASTM F2787"STANDARD PRACTICE FOR STRIlCT11RAL DESIGN E THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION MAY 2 0 2020 0
CHAMBERS'."J
3. 'ACCEPTABLE FILL MATERIALS'TABLE ABOVE PROVIDES MATERA LOCATKINS,DESCRIPTIONS,GRADATIONS.AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL D
MATERIALS."J Expires in t!vo years him approval date. N
4. TH'SITE DESIGN ENGINEER'REFERS TO THE ENGINEER RESPONSIBLE FOR ME DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJN:CT."J
S. THE SITE DESIGN ENGINEER IS BESPCNSIBLE FOR ASSESSING WE BEARING RESISTANCE(ALLOWABLE BEARING CAPACT')OF THE SUBGOADE SORBFOUNDATION AND THE DEPTH OF FOUNDATN STONE City Engineering De N
WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS."J City
6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. Y Y
\ m y
7. ONCE LAYER V IS PLACED,ANY SOIUMATERMLCAN BE PLACED IN LAYER-U NIP TO THE FINSHED GRADE.MOST PAVEMENT SUBBASE SOILS GIN SE USED TO REPLACE TIE MATERIAL
REQUIREMENTS OF LAYER-6 OR V AT ME SITE DESIGN ENGINEERS DISCRETION. \G /
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hill + w I INT INTERSECTION
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ILL PARKING AND ACCESSIBLE ROUTE LF UNEALFEET - �a
z
0 1 I 3 y i iA O AND LANDINGS UP=UPOFGURER 3
OS OFFSET
ZII I i ., W PC=POINT OF CURVATURE
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Z, I i d. I NIPS' �A.-... _A K .`'" PT=POINT OF TANGENCY y W
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W� (� I O S.F.=SQUARE FEET Y �e
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Z A _ _
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U I O 1 4> 4b I w
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DRAV,ANGS FOR I _- I 1.Ts% _ - 1 "1 3
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e po-� " \ ♦ MATCHLINE,SEE SHEET C4.2 FOR GRADING PLAN AND PROFILE OF ADDISON AVENUE— — 4—__._— --.-DRA NGS FOR —_
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of 1
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DRAWINGS FOR
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DESIGN �r Approved for C uction
1 \
\ MAY 2 0 2020
�� nl ADDISON AVENUE ACCESS LANE(SEE PLAN AND PROFILE SHEET C4.4),/ 8f I z \ \\
\ ExpiresI date.
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- BEE STRUCTURAL
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A01 CONSTRUCT CONCRETE CURB AND GUTTER ®CONSTRUCT ASPHALT PAVED DRIVE AISLE/ 'm r
a. 6'VERTICAL C&G PER DETAIL TFSD-701. PARKING AREA.SEE DETAIL 1/G4.5. 1. SEE SHEET CONSTRUCTION FOR LEGEND AND m
b. CURB TRANSITION PER DETAIL 12/C4.5. O INSTALL ROAD STRIPING/PAINT SEEIGNALPLANS
NOTES. rn w
c. ZERO REVEAL CURB AND GUTTER a YELLOW ASPHALT STRIPING PER MUTCD 2 SEE SIGNAL PLANS FOR ADDISON AVE.AND
STANDARDS.(BY CITY) m o m
PER DETAIL 12/C4.5. CARRIAGE LANE SIGNAL,BY CIVIL SCIENCE ENG. 1="H Y i
d 4•WIDE CONCRETE VALLEY GUTTER 4. WHITE AS STRIPING PER MUTCD U o U e m u
PER TFSD-706 STANDARDS.(BY CITY) 3.CONTRACTOR SHALL REMOVE AND RESET
g. CURB TURN FILLET PER TFSD-708A e. WHITE ASPHALT TRAFFIC LANE MANEUVER EXISTING SIGNS ALONG ADDISON AVENUE AND m V c
SYMBOLS PER TRAFFIC
STANDARDS.(BY CITY) CARRIAGE LANE. GRAPHIC SCALE
CONSTRUCT CONCRETE SIDEWALK. m 4
® f. SYMBOLS
WHIT THERMOPLASTIC ASPHALT 4.CONTRACTOR SHALL OBLITERATE EXISTING c
b. OFFSITE SIDEWALK PER THE THIRD DETAIL PEDESTRIAN CROSSING AND STOP BAR PAVEMENT MARKINGS AND RE-STRIPE AS
o.o$m
Z na mUm
OF TFSD-708. PAINT.(BY CFM '/ W.
CONSTRUCT ADA COMPLIANT RAMP WITH SHOWN. SS
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SHEET C4.5. A11 INSTALL 35 MPH SIGN. O. o..c o:
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C% 2�0 yv�°Eo
MAY20 Wr. 2®
royal date. CE
Expires in Mro years from aPP
7InN7
Dept. 3775 � oo3775
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3773 z
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3768 u~i w
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CARRIAGE SPRINGS SUBD., Q
1. SEE SHEET C0.1 FOR LEGEND AND SCALE,"=20'
CONSTRUCTION NOTES. PHASE 1
2.SEE SIGNAL PLANS FOR ADDISON AVE.AND CONSTRUCTION ZO r
\ CARRIAGE LANE SIGNAL,BY CIVIL SCIENCE ENG. DRAWINGS u o^
GRAPHIC SCALE m i Z o
;
\ 3.CONTRACTOR SHALL REMOVE AND RESET -
EXISTING SIGNS ALONG ADDISON AVENUE AND B
CARRIAGE LANE.
4.CONTRACTOR SHALL OBLITERATE EXISTING 3 a s
PAVEMENT MARKINGS AND RE-STRIPE AS
\ SHOWN.
T
\\ 1 r
1 SITE WORK KEY NOTES
w
CONSTRUCT CONCRETE CURB AND GUTTER A05 CONSTRUCT ASPHALT PAVED DRIVE AISLE/ Y x
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\ \ F-N f qa Yx
6. CURB TRANSITION PER DETAIL 12/C4.5. A06 INSTALL ROAD STRIPING/PAINT U o U a w u
ZERO REVEAL CURB AND GUTTER
a YELLOW ASPHALT STRIPING PER MUTCD
'
PER DETAIL 12/C4.5. STANDARDS.BY CITY)
\ \ /
\ WI tl. WHITE STRIPING CITY)
PER TFSD-708 PER MUTCD
d. 8'WIDE CONCRETE VALLEY GUTTER
\ STANDARDS.(BY CITh c
\ I e. WHITE ASPHALT TRAFFIC LANE MANEUVER
g. CURB TURN FILLET PER TFS6708A SYMBOLS PER MUTCD STANDARDS.BY CITY) Z°a.n. �_
1 O CONSTRUCT CONCRETE SIDEWALK.
\ 6. OFFSITE SIDEWALK PER THE THIRD DETAIL I. WHITE THERMOPLASTIC ASPHALT o e 3
1 PEDESTRIAN PAINT.BY OWNER)GROSSING AND STOP BAR
OF T 0 m m a c
FSD-709.
\ 1 O76
A72 REPAIR LANDSCAPING AND RECONSTRUCT CURB, w.1 1 CONSTRUCT AGA COMPLIANT RAMP WITH c c
TRUNCATED DOME INSERT.SEE DETAIL 16, O GUTTER,SIDEWALK,AND ASPHALT AS NECESSARY /' W.§a
1 SHEET C4.5.
1 1 WHILE INSTALLING CATCH BASIN AND STORM �II1 _
DRAIN.MATCH EXISTING LINES AND GRADES.SEE rOVe t1SrUC9011 5 c b E o
1 1 SHEET C3.0 FOR CATCH BASIN INFORMATION. W t c°m
e F- O GRIND EXISTING CURB FILLETAS NECESSARY FOR Of~
1 ` m a n A13 POSITIVE DRAINAGE. V
1 a C MAY 2 0 2020 Z
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IP AP 86. n from approval date, u
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O p o 599^h 3771 W a) -
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SCALE V=20'
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GENERAL NOTES: w Y o
1. SEE SHEET C0.1 FOR LEGEND AND CONSTRUCTION NOTES. GRAPHIC SCALE F m F Y w
2. SEE SHEETS C1.0 AND CIA FOR SITE IMPROVEMENTS. 20 10 20 U o O o In u
3. SEE SHEET C2.0 FOR UTILITY IMPROVEMENTS. i Ire-2o n.
4. SEE SHEET C3.0 FOR STORMWATER IMPROVEMENTS.
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o PVI ELEV:3755.79 _ _ _ — _ — -- -- / w PVI ELEV:3763.51 Clty Englneenng Dept.
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DIMENSION 8 TYPE Q
ASPHALT SECTION A B C SUBGRADE SEPARATION 1/2-R 6^
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DRIVE AISLE/PARKING' 3' 6' 10' NO VA�_IES Z
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CARRIAGE LANE 2.5" 5" 15.5" NO fi'-W O
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5'1" VARIES-SEE LAYOUT SHEETS FOR CATCH OR 25' j gR�jEg SIDEWALK N
REVERSE CRB LOCATIONS <
ASPHALT D 4"THICK CONCRETE NOTE:CAT CH CURB PER TFSI-709,REVERSE VARIES 6' 18' 1'BA7TER
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ROAD BASE LANDSCAPING 18^
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SPECIFIED IN THE SOILS REPORT _ `* r`7 OF 3�4'MINUS //� 1
2"(MIN.)OF 3/4'MINUS /� �1 V/ U
' PLOW ZONES,WHICH SHOULD BE TREATED AS UNCONTROLLED FILL,WERE ENCOUNTERED CRUSHED GRAVELS Z '_� AGGREGATE M J O
IN PORTIONS OF THE SITE.MITI RECOMMENDS THAT THESE PLOW ZONES BE EXCAVATED �=.{ �£ J _ L _ 2"(MIN.)OF 3M"MIN S 12"R - y W
TO A SUFFICIENT DEPTH TO EXPOSE COMPETENT,NATIVE SOILS.MITI PERSONNEL MUST BE ',T �_ ! L<' �Y CRUSHED GRAVEL U _ < O F U
PRESENT DURING EXCAVATION TO IDENTIFY THESE MATERIALS.PER GEOTECH REPORT �: _ L ( '� %! -I - """8. "" U
DATED APRIL 6,2018 PREPARED BY MITI,AND REVISED By OWNER OF ADDISON SPRINGS _l �I la '^
SUBDMSION,PHASE 1. ( 1C- < C �C �:_ 1' NOTE: ^ \� \ W V, m O
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CONSTRUCTION.SN LIGHT rTHII,SOT SPOTS
SHOULD BE COM ANTICIPATED.
REQUIREMENT. \\���/\\�\\�\�%\�� \��\% SECTONR TE PER ISPWC CONCRETE VERTICAL CURB DETAILPOTA Ny
EXCAVATE SOFT SPOTS TO A DEPTH OF 24INCHES,PLACE A SUBGRADE SEPARATION SCALE:N.T.S. z
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COMPREPACTEDRED
TYPICAL 6-FT WIDE SIDEWALK TYPICAL SIDEWALK 6^ Q m a"
CRUSHED AGGREGATE.[ GEOTECH REPORT DATED AUGUST 30,2019 PREPARED BY COMPACTED SUBGRADE m Z AMERICAN GEOTECHNICS.j Z 3 O
SCALE:NOTE: N.T.S. SCALE:N.T.S. '^ 0 X
COMPANYDURING CONSTRUCTION TO VERIFY ALL CITY O CITY TWIN FALLS ROAD Q v/�J Q�
CONSTRUCTION STANDARDS AND SPECIFICATIONS ARE MET. VERTICAL CURB W I REVERSE GUTTER PAN V ¢U
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75.5'SUBBASE-3'UNCRUSMEO 24"SUBBASE-T UNCRUSHED-� 6'VERTICAL CURB PER COTF-WSD-T01 F Oj
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NOTE. NOTES.-1.ALL CONSTRUCTION AND TESTING SHALL CONFORM TO ISPINC(2015 EDITION)AND THE CITY OF TWIN FALLS
ALL CONSTRUCTION AND TESTING SHALL CONFORM TO ISPWC(2015 EDITION)AND THE STANDARD REVISIONS OF THE 2015 ISPWC STANDARDS.
HA CITY OF TN FALLS STANDARD REVISIONS OF THE 2015 ISPWC STANDARDS 2,SEE DETAIL 1,THIS SHEET FOR SUBGRADE COMPACTION AND SOFT SPOT REPAIR.
CARRIAGE LANE - STREET SECTION �ADDISON AVENUE - STREET SECTION WITH SIDEWALK NOT USED
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