HomeMy WebLinkAboutSITE PLAN -17-00183 - 359 W 4th S - The Landing - MFR Site Planw
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RIM: 4861.07
INV OUT: 4857.84 12" (SW)
26LF OF 12" S.D. @ 1.88%
TBC: 4861.57
TBC: 4861.68
TBC: 4861.80
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TBC: 4862.24
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TBC: 4862.65
TOC: 4862.15
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TOC: 4861.99
TOC: 4861.85
TOA:4861.83
TOA:4862.39 TOA:4862.67
TOA:4862.27
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INV IN: 4857.10 12" (NE)
INV OUT: 4857.00 12" (W)
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H:\!2016\IF-742-1605 4th S. Rexburg\Project Data\Sheet_Files\PLANS\IF-742-1605_C90_EXTRA LOT PLAN.dwg - C.9.0 EXTRA PARKING AREA - 4/16/2018 10:27am, cameronb
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0 20'40'
SCALE: 1" = 20'
1 CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC SD-710C.
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
4' WIDE VALLEY GUTTER PER ISPWC STANDARD DRAWING SD-708
ADA ACCESISIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED.
HEAVY DUTY ASPHALT, SEE TABLE ON SHEET C.5.0.
ADA HANDICAP SIGN SEE DETAIL 2 ON SHEET C.5.O. SIGNS TO BE PLACED ON BUILDING OR MOUNTED
ON STAIR POSTS WHERE AVAILABLE.
TRASH ENCLOSURE (SIX DUMPSTER CAPACITY) SEE DETAIL SHEET C.5.1.
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 ON SHEET C.5.0.
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
PORTLAND CEMENT CONCRETE PAVEMENT SEE PCCP PAVEMENT SECTION SUMMARY ON SHEET C.5.0.
SIGN & LIGHT LOCATIONS(REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS
SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
BIKE STORAGE AREA. SEE ARCHITECTS PLANS FOR DETAILS.
LANDSCAPED AREA, SEE LANDSCAPE PLAN
LIGHT DUTY ASPHALT, NO TRUCK ACCESS, SEE TABLE ON SHEET C.5.0.
2.5' WIDE CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS. MATCH EXISTING CURB &
GUTTER
STAIRS (SEE ARCHITECTURAL PLANS FOR DETAILS)(N.I.C.)
STORAGE AREA (SEE ARCHITECTURAL PLANS FOR DETAILS)
ELEVATOR SHAFT (SEE ARCHITECTURAL PLANS FOR DETAILS)
PEDESTRIAN AREA SIDEWALK (SEE ARCHITECTURAL PLANS FOR DETAILS)
INSTALL 12" RIBBON CURB PER DETAIL 03 ON SHEET C.5.0.
INSTALL 8" RIBBON CURB WITH 1'-1.5' RETAINING WALL PER DETAIL 04 ON SHEET C.5.0.
ALL STRIPING PER MUTCD STANDARDS
INSTALL "ENTRANCE ONLY" SIGN PER MUTCD STANDARDS
INSTALL "DO NOT ENTER" SIGN PER MUTCD STANDARDS
ELECTRICAL METER BANK LOCATION. SEE ELECTRICAL PLANS FOR DETAILS.
SNOW STORAGE AREA. SEE SHEET C.5.1 FOR LOCATION AND AREAS.
ELECTRICAL TRANSFORMER PAD W/ 4 BOLLARDS. SEE ELECTRICAL PLANS FOR DETAILS. SEE SHEET
C.5.1 FOR BOLLARD DETAIL.
3' CURB TERMINUS
INSTALL 6" STEP
CONCRETE PAD FOR BENCHES. BENCHES PER ARCHITECTURAL PLANS.
CONCRETE WHEEL STOPS LOCATED 18" MIN. FROM HEAD OF STALL (4" MIN. HEIGHT AND WIDTH AND 6'
MIN. LENGTH, PER REXBURG STANDARDS)
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE
OF PAVEMENT OTHERWISE. LENGTH OF CURB IS MEASURED TO THE TOP BACK OF CURB.
SITE PLAN KEY NOTES:
SHEET NOTES:
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11
12
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SITE PLAN
SEE SHEET C.5.O FOR REMAINDER OF SITE
EXISTING & DEMOLITION PLAN
SEE SHEET C.4.0 FOR REMAINDER OF SITE
PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
EAST PARKING LOT -145
WEST PARKING LOT -43
ADDITIONAL EAST PARKING LOT -24
TOTAL 193 STALLS 212 STALLS
-LANDSCAPING TABLE ADD. EAST PARKING
LOT
*OVERALL SITE LANDSCAPING
SITE AREA = 13,077 SF
TOTAL LANDSCAPING = 2,104 SF (18.7% OF SITE)
TOTAL SNOW STORAGE = 1,581 SF (12.1% OF SITE)
TOTAL HARDSCAPE = 11,206 SF (81.3% OF SITE)
13
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*MINIMUM PEDESTRIAN EMPHASIS ZONE REQUIRED PARKING CALCULATION=
(320 STUDENTS *50%) + 1 MANAGER + (320*10%)(VISITORS)
*THERE ARE 42 FULL SIZE STALLS PROVIDED WITH 39 REQUIRED (20% of 193)
W. 4TH S.
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2626
DRAINAGE, GRADING & UTILITY PLAN
SEE SHEETS C.6.0 & C.7.0 FOR REMAINDER OF SITE
SWPP PLAN
SEE SHEET C.8.0 FOR REMAINDER OF SITE
W. 4TH S.W. 4TH S.W. 4TH S.
1.CONTOUR INTERVAL ARE SHOWN AT 0.50' FOR MINOR AND 1.00' FOR MAJOR
2.STORMDRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL
FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED.
3.SEE ARCHITECTUAL PLANS FOR ROOF DRAIN DETAILS.
4.STORM WATER STORAGE FOR THIS AREA IS BEING PROVIDED BY THE SYSTEM ON THE
MAIN LOT. THE INFILTRATION SYSTEM LOCATED AT THE SOUTH END OF THE MAIN SITE
SHOWN ON C.7.0 WAS DESIGNED WITH SUFFICIENT CAPACITY FOR ADDITIONAL STORM
WATER COMING FROM THIS PARKING LOT. THE INFILTRATOR WAS DESIGNED TO HANDLE
A 25-YEAR STORM EVENT WITHOUT ACCOUNTING FOR INFILTRATION.
SHEET NOTES:
KEY NOTES WATER:
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY
ENGINEER OF RECORD OF ANY DISCREPANCIES
TIE INTO EXISTING WATER MAIN WITH 6" WATER SERVICE LINE.(INCLUDES 6" GATE VALVE)
INSTALL 6" WATER SERVICE. WATER SERVICE TO HAVE MINIMUM 1.5' VERTICAL SEPARATION TO ANY NON POTABLE
UTILITY LINE.
INSTALL 6" 90° BEND
SEE DETAIL 3 THIS SHEET FOR DOMESTIC FIRE SPLIT.
TIE INTO EXISTING WATER METER FOR IRRIGATION SERVICE.
RELOCATED FIRE HYDRANT BY CITY OF REXBURG.
36
KEY NOTES SEWER:
REMOVE EXISTING MANHOLE AND ABANDON SEWER LINE UP TO NEW MANHOLE LOCATION (SEE SHEET
C.4.0 FOR DETAILS). CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING
SANITARY SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION
POINT.
INSTALL SANITARY SEWER MANHOLE W/ DROP CONNECTION PER I.F. STD. 700-1 AND 700-4.
INSTALL SANITARY SEWER PIPE. SIZE AND SLOPE OF LINE PER PLANS.
SEE ARCHITECTS PLANS FOR CONTINUATION.
50
KEY NOTES STORM DRAIN:
INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS.
INSTALL STORM DRAIN CURB INLET PER I.F. STD 700-11.
INSTALL 30" STORM DRAIN CATCH BASIN W/ REINFORCED CONCRETE COLLAR AND CIRCULAR GRATE PER I.F. STD 700-12.
18" MIN. VERTICAL SEPARATION
30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID PER I.F. STD 700-11
INSTALL 12" NYLOPLAST DRAIN BASIN W/ SOLID COVER PER MANUFACTURERS SPECIFICATIONS.
INSTALL 12" NYLOPLAST INLINE DRAIN W/ STANDARD GRATE PER MANUFACTURERS SPECIFICATIONS.
TIE INTO BUILDING ROOF DRAINS.
INFILTRATION TRENCH, SEE DETAIL 1 & 1A ON SHEET C.6.0.
INSTALL 1500 GALLON SAND & GREASE INTERCEPTOR PER ISPWC SD-624.
MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627
6" CLEAN OUT WITH TRAFFIC RATED LID
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KEY NOTES ELECTRICAL:
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS.
PROPOSED LIGHT POLES. SEE ELECTRICAL PLANS FOR DETAILS
PROPOSED POWER POLE LOCATION. SEE ELECTRICAL PLANS FOR DETAILS.
PROPOSED POWER PANEL. SEE ELECTRICAL PLANS FOR DETAILS.
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DEMOLITION/EXISTING KEY NOTES:
D01
D03
D04
D05
D06
D02
D07
D08
D09
D10
D11
D12
D13
D14
D15
D16
D17
EXISTING CURB (TO BE REMOVED)
EXISTING CURB (PROTECT IN PLACE)
EXISTING SIDEWALK (TO BE REMOVED)
EXISTING SIDEWALK (PROTECT IN PLACE)
EXISTING ASPHALT (TO BE REMOVED)
EXISTING CONCRETE (TO BE REMOVED)
EXISTING TREES (TO BE REMOVED)
EXISTING TREES (PROTECT IN PLACE)
EXISTING SIGN (TO BE REMOVED)
EXISTING SIGN (TO BE RELOCATED, LOCATION PER CITY)
EXISTING POWER POLE (PROTECT IN PLACE)
EXISTING APPROACH (TO BE REMOVED & REPLACED)
EXISTING IRRIGATATION CULVERT (TO BE REMOVED)
EXISTING BUILDING (TO BE REMOVED PER APPLICABLE STANDARDS)
EXISTING WATER VALVE (PROTECT IN PLACE)
EXISTING WATER METER (PROTECT IN PLACE)
EXISTING 6" WATER LINE (PROTECT IN PLACE)
EXISTING FIBER OPTIC LINE (PROTECT IN PLACE)
EXISTING COMMUNICATIONS LINE (PROTECT IN PLACE)
EXISTING COMMUNICATIONS MANHOLE (PROTECT IN PLACE, RAISE TO FINISH GRADE)
EXISTING COMMUNICATIONS BOX (PROTECT IN PLACE)
EXISTING TELEPHONE RISER (PROTECT IN PLACE)
EXISTING GAS LINE (TO BE REMOVED PER APPLICABLE STANDARDS)
EXISTING SUBSURFACE PROPANE GAS TANK (TO BE REMOVED PER APPLICABLE STANDARDS)
EXISTING FIRE HYDRANT AND HYDRANT VALVES ( TO BE RELOCATED BY CITY OF REXBURG)
EXISTING PIPE STUBS (TO BE REMOVED)
EXISTING SANITARY SEWER LINE (PROTECT IN PLACE)
EXISTING SANITARY SEWER MANHOLE (TO BE REMOVED)
EXISTING STORM DRAIN CATCH INLET (PROTECT IN PLACE)
EXISTING FENCE/WALL (PROTECT IN PLACE)
EXISTING WATER METER (TO BE REMOVED/ABANDONED PER CITY STANDARDS)
EXISTING SANITARY SEWER LINE TO BE ABANDONED IN PLACE, PLUG ENDS W/ GROUT OR APPROVED EQUAL
EXISTING WATER LINE (TO BE REMOVED)
EXISTING SEPTIC TANK/SEPTIC MANHOLE (TO BE REMOVED)
EXISTING CMU SEPTIC MANHOLE (ABANDON IN PLACE, SEE SHEET NOTE 4 ON SHEET C.4.0.)
EXISTING ROCK BED (TO BE REMOVED)
EXISTING SAND POCKET (TO BE REMOVED, PER GEOTECHNICAL ENGINEER RECOMMENDATIONS)
EXISTING SUBSURFACE HEATING FUEL TANK (TO BE REMOVED, PER APPLICABLE STANDARDS)
EXISTING SANITARY SEWER LINE (TO BE REMOVED)
REMOVE EXISTING CHAIN LINK FENCE.
D18
D19
D20
D21
D22
D23
D24
D25
D26
D27
D28
D29
D30
D31
D32
D33
D34
D35
D36
D37
D38
D39
D40
D07
D07
D07
D07 D07
D07
D07
D07 D07
D14
D14
D14
D06
D06
D06
D06
D06
D40
D40
1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A
NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION.
2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT
CONTAINED IN EXISTING FLOW STRUCTURES.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN
APPROPRIATE STORM WATER MANAGEMENT PERMIT.
4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS
INDICATED ON THIS PLAN SHEET.
5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS
ADJACENT TO THE CONSTRUCTION SITE.
6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY
IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT
PROTECTION AT ALL NEW INLETS.
7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS
MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY
AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE
COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED
ON THE GRADING PLAN.
8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM
PRIOR TO RELEASING SYSTEM TO PROJECT OWNER.
9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN SYSTEM AND INTO THE
SNAKE RIVER LANDING COMMUNAL SYSTEM.
10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED
WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO
SPECIFICATIONS.
11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS
NECESSARY.
SWPPP NOTES
65
65
6967
INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE
REMOVED REGULARLY
(FOR EXISTING AND PROPOSED INLETS)
STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT ENTRANCES AS SHOWN.
CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68
PROVIDE DUST CONTROL FOR ENTIRE SITE.
CONCRETE WASHOUT AREA
KEY NOTES SWPPP:
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE 231 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE -
STABILIZED STAGING AREA -
CONCRETE WASH OUT -
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 2 EA
CHECK DAM -
LIMITS OF DISTURBANCE ±0.37 AC
PROJECT ACRES ±0.30 AC
D03D03
D02 D02D01
D30
D04
D17
3
66
D16
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DEED INSTR. #
298485
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