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The Landing - Updated Trash Area
Joel Gray
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From: Stephen Wood <swood@ballventures.com>
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Subject: The Landing - Updated Trash Area
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Stephen Wood
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The Landing - Updated Trash Area
Joel,
See attached. We would also like to change the location of the bike
parking. Please let me know if both of these things will work?
Please let me know if you have any questions.
Thank you,
Stephen
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joelg@rexburg.org
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Stephen Wood
Stephen Wood
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Joel Gray
The Landing_East Parking Lot_Updated Trash Area_041618_reduced.pdfC.9.0 EXTRA PARKING AREA
w bfo bfo bfo bfo btel tvtv 9' TYP. 9' TYP. 24' 10' 16' 1.8' 24' 11' 97' 100' 10.4' 11' 2' 2' R5.5' 18.2' 13.8' R1.5' R1.5' R1.5' R1.5' R2.5' R3' 73' R2.5' R2.5' 0.6' 13.1' 17.1' 13'
8.2' 8'7' 11.2' 10.2' 10.57' 30' 16' 24' 16' R1.5' R1.5' 24' 50.54' TYP. 2' 21.28' w bfo btel tvtv 4862 4865 4862 4863 4864 4861 4861 N89° 44' 50"E 98.98' S0° 14' 46"E 132.00 ' N89°
44' 50"E 330.06' w bfo btel tvtv SD SD SD 4862 4862 4862 1.8% 1.9% 1.9% 1.7% 1.3% 1.3% 2.2% 2.0% 1.5% 39LF OF 12" S.D. @ 1.87% SD-INLET D 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 TBC: 4861.69 TBC: 4862.24 TBC: 4862.12 TBC: 4862.12 TBC: 4862.24 TBC: 4862.45 TBC: 4862.33 TBC: 4862.77 TBC: 4862.77 TBC:
4862.88 TBC: 4862.93 TBC: 4863.01 TBC: 4863.17TBC: 4862.89 TBC: 4863.04 TBC: 4862.98 TBC: 4862.34 TBC: 4862.65 TOC: 4862.15 TOC: 4862.02 TOC: 4861.99 TOC: 4861.85 TOA:4861.83 TOA:4862.39
TOA:4862.67 TOA:4862.27 TOA:4861.95 TBC: 4862.50 SD-J RIM: 4861.57 INV IN: 4857.10 12" (NE) INV OUT: 4857.00 12" (W) 4862 4862 4862 TOA:4862.48 TOA:4862.37 1.6% TBC: 4861.89 MATCH EX.
TBC: 4861.88 MATCH EX. 1.2% GRADE BREAK GRADE BREAK FG: 4862.49 FG: 4862.16 FG: 4861.84 TOA:4862.49 TOA:4862.47 1.7% TBC: 4862.71 TBC: 4862.79 TOA:4862.29 TOA:4862.25 TBC: 4862.29 GRADE
BREAK GRADE BREAK 2.3% TBC: 4862.17 TOA:4861.67 FG: 4861.67 TBC: 4862.95 FG: 4861.56 FG: 4861.64 FG: 4861.64 FG: 4861.64 GRADE BREAK GRADE BREAK GRADE BREAK 4861.50 4862.50 4862.50
4863 4862 TOA:4861.96 TOA:4861.72 w bfo btel tvtv SD 4862 4862 4862 SF SF SF SF SF SF SF SF SF SF SFSF LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LODLODLODLOD
LOD LOD LOD LOD LOD LOD 4865 4862 4863 4864 4861 4862 4862 4861 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 1 5 REVISIONS REV #DATE DRAWING INFO DATE DESIGNED DRAWN *SEE 2nd SHEET FOR LISTING WARNING 012 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING
IS NOT TO SCALE T www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 901 Pier View Drive, Suite 205 Idaho Falls, ID 83402 (208) 522-1223 REV 108/14/17 1 STUDENT HOUSING PROJECT BVH
II, LLC ADDITIONAL PARKING AREA - SITE PLAN SITE UTILITIES/EARTHWORK/CONCRETE C.9.0 10 07/13/17 CLB MBC LTS IF-742-1605 359 W 4TH SOUTH, REXBURG IDAHO H O R R O C K S E N G I N E E
R S N 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: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 14 23 24 22 25 26 27 5 28 LD 29 30 31 14 LD 5 11 22 22 8 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 1313 13 13 13 8 8 8 8 8 *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. BUILDING A BUILDING B 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 65 66 67 68 69 70
71 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. 72 A 73 74 37 38 51 52 53 39 40 75 76 B C D 41 42 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 D03 D03 D02 D02 D01 D30 D04 D17 3 66 D16 10 9 15 DEED INSTR. # 298485 1 2 3 4
5 31 28 B B B 7 CITY REVIEW SET REV 204/16/18 2
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TheLan~1.pdf
The Landing_East Parking Lot_Updated Trash Area_041618_reduced.pdf
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Bike Parking.pdf
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BikePa~1.pdf
Bike Parking.pdf
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