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Home My WebLink AboutPLAN REVIEW & PLANS - Level 2,3 & 4 Apartments - 20037/8/2003 Brent Hilton Hilton Architects 6895 South 900 East Salt Lake City, UT 84047 Dear Brent, 01Y (012(e.T1M7'7 STATE OF IDAHO www.ci.rexburgJd.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359-3020 Fax(208)359-3022 e-mail rex1burg@ci.rexburg.Id.us I have reviewed the plans for the Level 2, 3 and 4 Apartments and have identified the following discrepancies or questions: 1. Five parking spaces needed for ordinance compliance are missing from Level 4 plan. Please make the necessary changes. 2. Level 4 and Level 2 have dead end parking spaces. These spaces are not equipped a backing area adjacent to them The vehicles that park in these spaces will have to back completely out the way they came in. Please make the necessary changes to the parking plan. 3. The ADA requires that one of your handicapped parking spaces. in each complex be a van accessible space. The aisle adjacent to a van accessible space is required to be 96" wide. Please identify compact spaces and signage on plans. 4. Our trash truck is a side loading variety. The trash dumpster for Level 3 may not be located where it can feasibly be accessed. Please contact John Millar the City Engineer concerning this issue. His telephone extension is 329. 5. Please identify privacy fencing where parking lots border other properties. 6. All units on the lower floor must be type "A" or type "B" handicapped units. At least one type "A' unit must be provided in each complex. Please identify the location of the type "A' units on the site plan. 7. Please provide literature on stucco for 1 -hr rating. 8. Provide a copy of the structural calculations. 9. Anchor bolts are required at all bearing walls, please identify. 10. The walk in storage space of the type "A" units does not meet ANSI Al 17.1, section 1002.3.2. 11. Linder stair guard rails are required as per ANSI Al 17.1 section 307.4. See figure 307.4. 12. Please provide truss details prior to framing inspection. 13. Sheet SO calls out for Special Inspections on concrete. They will also be required for any structural field welding. Please let us know who will be performing these inspections as soon as possible. Section 1701.1 of the 1997 Uniform Building Code (UBC) requires that the special inspectors be employed by the owner or the engineer or architect of record acting as the owner's agent. The Contractor isnot allowed to perform this function. 14. The units are required to be sprinklered as per the 2000 IBC. 15. The State of Idaho has adopted the 2000 International Energy Conservation . Code. Please provide the necessary energy evaluation to meet the Code. 16. I have attached a copy of the Fire Department review top the back of this document. The review includes redlined site drawings. These site drawings will not be included with any fax requests. The Fire Department did not know that type "A" dwelling units were part of this project and thus did not identify the need for horn strobes within the type "A" units. If you have any questions please contact Chris Huskinson at (208)359-3010. Please provide me with 2 new stamped copies of the corrected plans. If you have any questions, please give me a call at 359-3020 ext. 324. Sincerely, ------------- Val Christensen Building Official C.C. JohnivEllar Chris Huskinson 7. Standpipes (Section 905) required: NO Type required: Comments: 8. Ventilating hood and duct fire extinguisher system (Section 609) required: NO Type being provided: Automatic fuel shut-off required: Portable fire extinguisher shown: Comments: 9. Fire alarm systems (Section 907) required: YES Type of system required: Manual: Automatic: Both: X Type of system being provided: Manual: Automatic: Both: Components of system shown: Smoke Detectors: X Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: REQUIRED Fire Alarm System Acceptable: NO 10. Other corrections that are required by special occupancy or conditions: 1. FIRE ALARM SYSTEM INFORMATION NEEDS TO BE SUBMITTED THAT INCLUDES: SUBMITTALS OF ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT, ANNUNCIATION, POWER CONNECTION, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCULATIONS, MANUFACTURERS MODEL NUMBERS, AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS AND INTERFACE CONNECTIONS. ADA UNITS SHALL HAVE ALL HORN/STOBE UNITS. SUBMITTALS AND PLANS MUST BE APPROVED PRIOR TO HAVING A BUILDING PERMIT ISSUED. 2. FIRE SPRINIMER SYSTEM IS REQUIRED. PLANS MUST BE SUBMITTED TO THE STATE, REVIEWED, AND APPROVED PRIOR TO HAVING A BUILDING PERMIT ISSUED. 0 Plans as submitted are acceptable: NO Plans checked by: CHRIS HUSKINSON Date: 6-19-03 Please furnish comments back to the plan reviewer in the following manner: Written Comments: X New Plans: X F�`-c +, PO. Box 280\ ifp12 North center S treet Rexburg, Idaho 83440 STATE OF IDAHO Phone (208) 359-3020 ay +� Fax (208) 359.3022 B4SHE� e-mail rexburg@srv.net REXB UR G -MADISON COUNTY EMERGENCYSERVICES 26 NORTH CENTER STREET REXBURG, IDAHO 83440 208-359-3010 208-359-3006 FAX 2000 International Fire Code Plan Date: 7-01-02 Plan Review Review Date: 6-19-03 Building Name: LEVEL TWO, THREE, FOUR APARTMENTS Building Address: PORTER ROAD AND CASPER AVENUE Stories: 2.5 Type of Construction: V -B Occupancy Classification: R-2 Existing Floor Area: N/A New Construction Floor Area: APPROXIvi LATELY 8232 SQUARE FEET (EACH 12- PLEX) AND 5712 SQUARE FEET (EACH 6-PLEX) 1. Required Fire Flow (Appendix B): 2500 GPM/TWO HOURS Comments: FIRE FLOW MAY BE REDUCED IF STRUCTURES HAVE AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED. 2. Water Supply (Section 508, Appendix C) Required: YES Fire Hydrant Location: TWO AND FOUR ARE OKAY, THREE IS UNKNOWN (DRAWING SHOWS 5 HYDRANTS) Fire Hydrant Flows: U KNOWN Fire Flow Test Location: N/A Fire Flow Supplied By: N/A Other Approved Water Source: NONE Water Supply Acceptable: NO Fire Hydrant Location Acceptable: NO (THREE ONLY) Water Supply Comments: FD REQUESTS HYDRANT FLOW FROM THE ENGINEERS PRIOR TO CONSTRUCTION FOR VERIFICATION. FOUR SHOWS HYDRANT BLOCKING DUMPSTERS; PLEASE RELOCATE. 3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES Acceptable Width: OK Complete Road Acceptable: YES Length: OK Surface: OK Comments: ALL AREAS ADJACENT TO BUILDINGS AND COMMON DRIVES SHALL BE MARKED IN RED AND POSTED "NO PARKING FIRE LANE". SEE ATTACHED DRAWINGS. 4. Access Roads and Water Supply, including fire hydrants are required to be installed and made serviceable prior to and during time of construction (Section 501): Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND 1VIADE OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED. 5. Installation of portable fire extinguishers (Section 906) Required: YES Location shown: NOT SHOWN Type provided acceptable: NOT SHOWN Comments: NEED TO PROVIDE MDTIMUM OF 2A10BC EXTINGUISHER IN EACH UNIT 6. Automatic fire extinguishing systems (Section 903) Required: YES Type of system being installed: NOT SHOWN Sprinkler system monitoring (Section 907) required: YES Comments: PLEASE PROVIDE FIRE ALARM AND FIRE SPRINKLER DRAWINGS PRIOR TO ISSUANCE OF BUILDING PERMIT r� l L 22.7' 20.0' DO 6 �V E j y E T.' 11V wl 5.7' R3.O' S89'44'Q�"W 270.00' 22.0' 8.0' 26.3' 15.0' 11 R5.0'-wi 10.1 33.5' a, 31.5"1 10.0 FF. R4S r 7 i 273.90' EME ELEya56.2 TO BOUNDARY DESCRIPTION BLOCK 4, LOT 5, OF THE WESTATES SUBDIVISION NO. 1 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E.M.B. CITY OF REXBURG. MADISON COUNTY, IDAHO 5' Lij INVERT ELEVATION TBC TOP BACK OF CURB Z FLOW LINE TOC TOP OF CONCRETE RF REVERSE FLOW L-Izz 00 PARKING STALLS 3 ' 0 Q 4 STANDARD 43 = L0 4 COMPACT 14 1 Q2 HANDICAPPED - 3 �) SCALE 1' = 20' ck� TOTAL 60 <I I I VICINITY MAP SYMBOL LEGEND — — SECTION UNE PROPERTY UNE/PLAT BOUNDARY R.O.W. UNE EASEMENT UNE CENTERUNE DRAINAGE CHANNEL FLOWUNE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER PROPOSED VERTICAL CURB EXISRNG VERTICAL CURB ABBREVIATIONS INV INVERT ELEVATION TBC TOP BACK OF CURB FL FLOW LINE TOC TOP OF CONCRETE RF REVERSE FLOW NOTES 1. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFUCT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. 2. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, UGHTPOLES, HEADGATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 3. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. ALL TOPSOIL SHALL BE SALVAGED AND REPLACED. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. S. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PREAPPOVEO WASTE STFE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 7. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND/OR SPECIFICATIONS ARE MORE RESTRICTIVE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. DRAWN JCC D TE CHECKEDBEC LATE p�4s5w T`E4 4 REXBU° `_ = NO REVISIONS RG SV DAT 4-10-03 BEC ) FORSGREN /gyp Thi. document or any port Nereof in detail DESIGNED p J00 = ! d<.ign Concept i] the pamonol proper( of DATE p0.0JECT ENGINEERIDAHO Fpraglen Mapcioie., mo. o ,hall net pe,''„p �' ASSOC/AYES, INC. copied wttM1Dut the wntten oulhanxauon f APPROVED — BEC FOl.gren .Y.pniates, InG. GATE PROJECT MANA6E0. ffARKI NOTES & DETAILS EFL to kli T (_q 4 .o ROJECT NO. LEI- 2 AP R I S I_. m _ng. SHEET NO. HORIZONTAL CONTROL PLAN CP_l r E; 1 til + - • . ` �__,.� , \ r nm u�Bls t ]slsos.]s+a / E 731511. x ]R.n]1 1021 N]! 51pa M' \ 31593AX1'. 3 illir �. W Y- Y �A BOUNDARY DESCRIPTION IP6—p\L4 i 1`: LOT 4, BLOCK 5, OF THE WESTATES SUBDIVISION NO. 1 ( I SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E.M.B. CITY 1\\/ OF REXBURG, MADISON COUNTY, IDAHO ` fME---�5-�f� C10i I it + f SQUAREPERCENT FOOTAGE ACREAGE OF TOTAL F f TOTAL AREA 48787 1.12 1005 \ + + I TOTAL BUILDING AREA 8861 0.16 145 �� • + / . + + +�" + + TOTAL IMPREMOUS AREA 27228 0.82 555 TOTAL LANDSCAPED AREA 14687 0.36 315 SNOW STORAGE 105 y / N PARKING STALLS ` 4 — 4 � STANDARD 44 _--�•" COMPACT 14 HANDICAPPED 3 SCALE 1" = 201 TOTAL 61 +++ +++ + E ]615 it ]6Ih°N. / + r ABBREVIATIONS SYMBOL LEGEND —•--•----- SECTION LINE ------- PROPERTY UNE/PLAT BOUNDARY ------- R.O.W. UNE - - - - - - - - - - EASEMENT LINE — - — CENTERLINE -------------- DRAINAGE CHANNEL FLOWUNE PROPOSED CURB & GUTTER TOC TOP OF CONCRETE EXISTING CURB & GUTTER PROPOSED VERTICAL CURB RF REVERSE FLOW EXISTING VERTICAL CURB BOUNDARY DESCRIPTION IP6—p\L4 i 1`: LOT 4, BLOCK 5, OF THE WESTATES SUBDIVISION NO. 1 ( I SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E.M.B. CITY 1\\/ OF REXBURG, MADISON COUNTY, IDAHO ` fME---�5-�f� C10i I it + f SQUAREPERCENT FOOTAGE ACREAGE OF TOTAL F f TOTAL AREA 48787 1.12 1005 \ + + I TOTAL BUILDING AREA 8861 0.16 145 �� • + / . + + +�" + + TOTAL IMPREMOUS AREA 27228 0.82 555 TOTAL LANDSCAPED AREA 14687 0.36 315 SNOW STORAGE 105 y / N PARKING STALLS ` 4 — 4 � STANDARD 44 _--�•" COMPACT 14 HANDICAPPED 3 SCALE 1" = 201 TOTAL 61 +++ +++ + E ]615 it ]6Ih°N. / + r ABBREVIATIONS NOTES CHECKEDBEC DATE 1. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START INV INVERT ELEVATION OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY BEC SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. TBC TOP BACK OF CURB PROJECT ENGINEER APPROVED — 2. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL FL FLOW UNE LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, UGHTPOLES, HEADGATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED TOC TOP OF CONCRETE IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. RF REVERSE FLOW 3. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO EUMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. ALL TOPSOIL SHALL BE SALVAGED AND REPLACED. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. VICINITY MAP l _ 5. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PREAPPOVED WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 7. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND/OR SPECIFICATIONS ARE MORE RESTRICTIVE. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CON5TRUCTLYI� � �� 1 FRO REVIrW s iI V PROJECT NO. , ^= FORSGREN LEVEL 3 APARTMENTS 01-02—( REXBURG9soo SHEET NO. IDAHOg ASSOCIATES, INC. HORIZONTAL CONTROL PLAN CP -1 iMg1G-"d� DRAWN JCC DATE CHECKEDBEC DATE REVISIONS i BY DAT 4-10-03 BEC tlent or any Port thereof In eslgn Concept Is the personal of Fors,,.h AssOCiotes. IDin not be copied without the ,tFOrlEatlon Of FOr,roh DESIGNED DATE PROJECT ENGINEER APPROVED — BEC DATE PROJECT MANAGER VICINITY MAP l _ 5. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PREAPPOVED WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 7. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND/OR SPECIFICATIONS ARE MORE RESTRICTIVE. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CON5TRUCTLYI� � �� 1 FRO REVIrW s iI V PROJECT NO. , ^= FORSGREN LEVEL 3 APARTMENTS 01-02—( REXBURG9soo SHEET NO. IDAHOg ASSOCIATES, INC. HORIZONTAL CONTROL PLAN CP -1 iMg1G-"d� 5. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PREAPPOVED WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 7. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND/OR SPECIFICATIONS ARE MORE RESTRICTIVE. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CON5TRUCTLYI� � �� 1 FRO REVIrW s iI V PROJECT NO. , ^= FORSGREN LEVEL 3 APARTMENTS 01-02—( REXBURG9soo SHEET NO. IDAHOg ASSOCIATES, INC. HORIZONTAL CONTROL PLAN CP -1 iMg1G-"d� j ry�yyy I �/ r I 20.8' 25.0' n R3.0' SYMBOL LEGEND ABBREVIATIONS — SECTION UNE NO REVISIONS BY DAT — PROPERTY UNE/PLAT BOUNDARY INV INVERT ELEVATION R.O.W. UNE DESIGNED O-1 — EASEMENT UNE TBC TOP BACK OF CURB CENTERUNE — •• — •• — DRAINAGE CHANNEL FLOWUNE FL FLOW LINE PROPOSED CURB & GUTTER 9.0-�� EXISTING CURB & GUTTER 75 PROPOSED VERTICAL CURB �C EXISTING VERTICAL CURB n R3.0' �� Tatanetm •� �— 29.3' t 75.0 8.0' I C MP T r— 22.3' — Sla 1 T 7 ITSIsosAxx 22.0' 25.0' I 2\' 22.0' 2 ,,— R5.Q' R5.Q' 25. ' 7' — 68.0' R.O.W. — 5.0' FAC TO FAI 21.5' 21.5' - — 201 ABBREVIATIONS NOTES NO REVISIONS BY DAT 1. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START INV INVERT ELEVATION OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY DESIGNED O-1 SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. TBC TOP BACK OF CURB BEC paTE su assl FL FLOW LINE LANDSCAPING, TREES, UTLTIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, UGHTPOLES, 9.0-�� 18.0 75 IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE RF REVERSE FLOW ststzi em T ma.nep SHALL BE SALVAGED AND REPLACED. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. men n., �� Tatanetm •� �— 29.3' t 75.0 8.0' I C MP T r— 22.3' — Sla 1 T 7 ITSIsosAxx 22.0' 25.0' I 2\' 22.0' 2 ,,— R5.Q' R5.Q' 25. ' 7' — 68.0' R.O.W. — 5.0' FAC TO FAI 21.5' 21.5' - — 201 ABBREVIATIONS NOTES NO REVISIONS BY DAT 1. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START INV INVERT ELEVATION OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY DESIGNED O-1 SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK. TBC TOP BACK OF CURB BEC paTE 2. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL FL FLOW LINE LANDSCAPING, TREES, UTLTIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, UGHTPOLES, HEADGATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED TOC TOP OF CONCRETE IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE RF REVERSE FLOW 3. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. ALL TOPSOIL SHALL BE SALVAGED AND REPLACED. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. SCALE 1' - 20' BOUNDARY DESCRIPTION BLOCK 4, LOT 7, OF THE WESTATES SUBDIVISION NO. 1 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E.M.B. CIN OF RD(BURG, MADISON COUNTY, IDAHO PARKING STALLS DRAWN JCC DATE CHECKEDBEC PATE COMPACT NO REVISIONS BY DAT 5-12-03 BEC TK. document o, any pod IE~ in detail pr desian concept id Ilse penonol p1,opedy of Fo'gren msocblee• Inc. one snoll t ee Copied Riftut the .ritten CutM1mimtron of Fweg,en As ... x a. Inc. DESIGNED O-1 PROJECT ENGINEER APPROVED — BEC paTE PROJECT .....ER SCALE 1' - 20' BOUNDARY DESCRIPTION BLOCK 4, LOT 7, OF THE WESTATES SUBDIVISION NO. 1 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E.M.B. CIN OF RD(BURG, MADISON COUNTY, IDAHO PARKING STALLS STANDARD 44 COMPACT 13 HANDICAPPED 3 TOTAL 60 VICINITY MAP ��■ter 1 ■ 01 ffix �1 em II� L��lI IF �;-! __ 5. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PREAPPOVED WASTE STTE(5), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. 7. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND/OR SPECIFICATIONS ARE MORE RESTRICTIVE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OT}I1Ef, STANDARDS REQUIRED DURING CONSTRUCTION.L - '' ) ,flCO e ��R ' NOTES & DETAILS I ' EW ON L )r" sp MALE PROJECT NO. REXBURG, FORSGRE .Te°�� LEVEL 4 APARTMENTS 01-02—( ` Essoo N IDAHO R ASSOCIATES, INC. SHEET NO. •ED �D HORIZONTAL CONTROL PLAN Cp—1 (Mgln