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HomeMy WebLinkAbout09 19 2006DESIGN REVIEW COMMITTEE MEETING MINUTES September 19", 2006 APPLICANT: PROJECT TITLE: LOCATION: PURPOSE OF REVIEW Arby's (Jared/Harper-Leavitt Engineering). Arby's Restaurant 4501 Yellowstone Ave. Site Plan approval Present: Mayor Steven M. England, Attorney Thomas J. Holmes, Steve Smart, Larry Kohntopp, Ron Conlin, Randy Severe, Ron Osborn, Merlin Miller and Eric King. Jared Bragg, Harper -Leavitt Engineering presented a proposed site plan for Arby's Restaurant, 4501 Yellowstone Ave. Mr. Bragg was advised Idaho Transportation Department will require permits for working on Yellowstone Ave. Discussion about where they will hook to water and sewer services. PWD Smart stated the existing water service is probably 3/4", they will need 1" service. The service will come from Yellowstone Ave. After review, Design Review Committee approved the site plan with the following conditions: 1. Arby's sign is required to be setback from the sidewalk right-of-way. 2. Fire hydrant is required to be updated and to be out of sidewalk right-of-way. 3. Burnside Ave approach is required to be a radius type approach. 4. Minimum 1500 gallon grease interceptor is required. 5. 10' landscaping with automatic sprinkling is required on Yellowstone Ave, and also Burnside Ave, between approaches. 6. Storm water is required to be contained on site. 7. Knox Box is required. 8. Required to get the necessary demolition permits for the existing structures on property. 9. Arby's will work with Wendy regarding their cross access agreement. 10. Required State setbacks on Yellowstone Ave. CITY OF CHUBBUCK, IDAHO DESIGN REVIEW MEETING APPLICATION The purpose of this application is to establish a meeting and review time with the City of Chubbuck Design Review Team consisting of the Mayor, Building Official, City Planner, City Engineer, Fire Marshal, Police Chief and other City staff as required. The Design Review Team meets every Tuesday morning between the hours of 10:30 and 11:30 AM. This team will work in unison, with you, to establish the criteria for your project as it relates to the adopted ordinances of the City of Chubbuck. Keep in mind, this is an informal review and is only conducted on Submitted applications. This is a review team not a design team. Provide (10) ten sets of drawings, (8 1/2 X 11), at least eight days in advance of your scheduled meeting. Formal review of your plans or project by City Staff is conducted after formal application. Once you schedule your Design Review, it is very important to keep that appointment so others can be scheduled accordingly. Applicant /Agent: Arby's - (Jared / Harper -Leavitt Engineering) (PLEASE PRINT) Telephone Number: 785-2977 - Jared Bragg Mailing Address: P.O. Box 866 Blackfoot, Id. 83221 Project Title: Location: Parcel Number: Restaurant 4501 Yellowstone Ave. Purpose For The Review: site elan Approval Meeting Request Date: Alternate Date: Approved Date: (Tuesdays only) (10:30 to 11:30) Approved Time: 10:30 AM (Notify Applicant) (Be at permit counter at least 15 minutes prior to your scheduled time.) City Official: L. Kohntopp Date: 0 F91 i Fl Tl 6 6 Fee - $25 Initials Receipt # Please pay Design Review fee prior to the meeting time. Do not request or expect to get on the Design Review agenda in fewer than 8 days prior to the regularly scheduled Tuesday meeting! CITY OF CHUBBUCK DESIGN REVIEW COMMITTEE MEETING AGENDA September 19th, 2006 TO: DESIGN REVIEW COMMITTEE MAYOR STEVEN ENGLAND ATTORNEY TOM HOLMES STEVE SMART RAY GRIFFIN RANDY SEVERE ERIC KING MERLIN MILLER LARRY KOHNTOPP - STAFF SEAN HARRIS - STAFF JASON MENDENHALL - 4983 PLEASANT VIEW ROB RAY, TREE COMMITTEE, 803 E. MOUNTAIN PARK FROM: RON C. CONLIN RE: DESIGN REVIEW COMMITTEE WILL BE CONDUCTING A DESIGN REVIEW MEETING at 10:30 a.m, Tuesday, Arby's Restaurant at 4501 Site Plan will be reviewed. IF YOU WILL NOT BE ABLE TO ATTEND, PLEASE ADVISE, THANK YOU. PRUNE DAMAGED OR DEAD WOOD DO NOT CUT LEADER 12// GAUGE GALV. WIRE WITH NTTIREDILENGTTH OF (EACH HIRE /-- SPECIFIED TREE STRAP SPECIFIED OSTS- . 2 PER TREE SET MIN W 8 INTO UND STURBED SUBGRADE WRAP ENTIRE SURFACE OF TRUNK SUP PECT IED WRAPPIG BRANCH SECURED 9 TOP AND BOTTOM & AT TWO F00T INTERVALS. Pj AN] TREE W/ TOP OF ROOTBALL 2 -4' ABOVE NAL GRADE MULCH RING, MIN. 48" IN DIA., PULL MULCH BACK 2'-3' FROM TRUNK. py'y pp'��p 4" HEIGHT WATER SAUCER IN y1y1�0yy NON -TURF AREAS SPECIFIED BACKFILL MIXTURE AS PER SPECIFICATIONS =-- AFTER TREE IS SET IN PLANTING PIT, REMOVE ALL TWINE & WIRE FROM TOP & SIDES OF ROOTBALL PULL BURLAP BACK 1/3 (MIN.) SET ROOTBALL ON UNDISTURBED SUBGRADE-DO NOT OVER - EXCAVATE NON -TURF AREAS. MULCH SHOULD BE �1 DECIDUOUS TREE PLANTING NOT TO SCALE CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WJE AS THE CONTAINER OR MORE. APPLY SPECIFIED MULCH 4" DEEP. REMOVE CONTAINER ROUGHEN SIDES OF PLANT PIT SCORE SIDES OF ROOTBALL OF ROOTBOUND PLANTS ONLY FILL PLANT PIT WITH SPECIFIED SOIL MIX. NOTE' ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINERS WALL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. NOTE: HOLD GRADE I" BELOW EDGE OF WALK OR CURB SHRUB PLANTING NOT TO SCALE PLANT LIST ANS Anthony Waterer Spires 4 ) (0 SYM COMMON NAME DECIDUOUS TREES BOTANIC NAM SI OMM NTS ,Ss1�/ MSA NarMMall Seedlev Ash Fr..out Porviilvanlca 1.5' calSpe [men qualty r4� NaraO'e Aah M Bne, staked and qupd ooeon00000000na ----- Ac.r plotenoWa 'Columnar.' annon000000000000r�1153, Specknen qua0ly 127-I8' ht. 0 EVERGREEN SHRUBS Ms. slaked and ¢lPfd ORNAMENTAL TREES 8SJ Blue Star Juniper Junpervs vquamata'Blue Stae 5 gd Container CHP Chantld.er Pear P,ms oulleryaoo 1.5- .1 Specimen quality BHJ Bor Harbor Amlper Junipems horiz nt.1h, 'Bar Harbor' S got Cantalner BAB, atok.a and guyed o' Miuleft Q Qa [ aCoobl. .MGM] pCYT`..t_.1_:,—eLir1;44 ilo�i©:IioCttb ©.iO_a L4:P �.� _ .. 1 _ t PRUNE DAMAGED OR DEAD WOOD DO NOT CUT LEADER 12// GAUGE GALV. WIRE WITH NTTIREDILENGTTH OF (EACH HIRE /-- SPECIFIED TREE STRAP SPECIFIED OSTS- . 2 PER TREE SET MIN W 8 INTO UND STURBED SUBGRADE WRAP ENTIRE SURFACE OF TRUNK SUP PECT IED WRAPPIG BRANCH SECURED 9 TOP AND BOTTOM & AT TWO F00T INTERVALS. Pj AN] TREE W/ TOP OF ROOTBALL 2 -4' ABOVE NAL GRADE MULCH RING, MIN. 48" IN DIA., PULL MULCH BACK 2'-3' FROM TRUNK. py'y pp'��p 4" HEIGHT WATER SAUCER IN y1y1�0yy NON -TURF AREAS SPECIFIED BACKFILL MIXTURE AS PER SPECIFICATIONS =-- AFTER TREE IS SET IN PLANTING PIT, REMOVE ALL TWINE & WIRE FROM TOP & SIDES OF ROOTBALL PULL BURLAP BACK 1/3 (MIN.) SET ROOTBALL ON UNDISTURBED SUBGRADE-DO NOT OVER - EXCAVATE NON -TURF AREAS. MULCH SHOULD BE �1 DECIDUOUS TREE PLANTING NOT TO SCALE CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WJE AS THE CONTAINER OR MORE. APPLY SPECIFIED MULCH 4" DEEP. REMOVE CONTAINER ROUGHEN SIDES OF PLANT PIT SCORE SIDES OF ROOTBALL OF ROOTBOUND PLANTS ONLY FILL PLANT PIT WITH SPECIFIED SOIL MIX. NOTE' ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINERS WALL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. NOTE: HOLD GRADE I" BELOW EDGE OF WALK OR CURB SHRUB PLANTING NOT TO SCALE o DECIDUOUS SHRUBS PLANT LIST ANS Anthony Waterer Spires 4 ) (0 SYM COMMON NAME DECIDUOUS TREES BOTANIC NAM SI OMM NTS ,Ss1�/ MSA NarMMall Seedlev Ash Fr..out Porviilvanlca 1.5' calSpe [men qualty ContoNr, 5 sone. min, NaraO'e Aah M Bne, staked and qupd DEA Compact Buming BuM CNM Columnar Nano, Maple Ac.r plotenoWa 'Columnar.' I.5' cal Specknen qua0ly 127-I8' ht. 0 EVERGREEN SHRUBS Ms. slaked and ¢lPfd ORNAMENTAL TREES 8SJ Blue Star Juniper Junpervs vquamata'Blue Stae 5 gd Container CHP Chantld.er Pear P,ms oulleryaoo 1.5- .1 Specimen quality BHJ Bor Harbor Amlper Junipems horiz nt.1h, 'Bar Harbor' S got Cantalner BAB, atok.a and guyed o DECIDUOUS SHRUBS ANS Anthony Waterer Spires S. I.P.I. 'Anthoney Watieve 5 gal Centokar. 5 cones min. 12-18' ht. LDP Loden. Print Uguetrum vulgore 'Loden..' S q.1 ContoNr, 5 sone. min, 12'-18' hl DEA Compact Buming BuM Eieri nw status 'Cwnpoeta' S gd Conlalner, 5 emee ri 127-I8' ht. 0 EVERGREEN SHRUBS 8SJ Blue Star Juniper Junpervs vquamata'Blue Stae 5 gd Container 10'-24' spread BHJ Bor Harbor Amlper Junipems horiz nt.1h, 'Bar Harbor' S got Cantalner LANDSCAPE NOTES 1. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions, area discrepancies and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the Owners Authorized Representative. The contractor shall assume full responsibility for all necessary revisions due to failure to give such notifications. 2. The contractor shall follow the landscape pion. Any discrepancies between the plan and field conditions shall be reported to the Owner's Authorized Representative before proceeding with work. 3. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc., shop be set in place prior to installation of construction items. 4. All existing improvements, to remain shall be properly and adequately protected from damage during construction operations. It shall be the responsibility of the Contractor to restore to the original condition any existing items that are damaged or disturbed in any way. & If there is o discrepancy between the plant counts on the call -outs on the plans & the actual number of plant symbols depicted on the plans, the contractor is responsible for installing the actual number of plants as symbolically depicted on the plans. 6. Contractor to contact the Utility Notification Center of Idaho before digging, including but not limited to, trenching AND shrub and tree planting pits. If utilities occur at locations of proposed shrubs, or within eight (8) feet of proposed trees, the contractor shall report such conditions to the Owner's Representative. Damage to existing utilities by the Landscape Contractor is the responsibility of the Landscape Contractor. 7. All shrub beds/cobble areas to be contained 4" green, Nei' thick Pro Steel edging (or approved equal) as per plans. 8. All shrub beds will be mulched with 1 1/2" washed river rock at a minimum of 3 inches deep over Iandscgape/weed barrier fabric. 9. Install Fir Fiber mulch ring around trees and shrubs in turf areas as shown on planting details below. 10. Sod areas shall receive a minimum of 4 Cu. Yds per 1000 S.F. of Premium Organic compost, or o well decomposed compost approved by the Owner's Authorized Representative. Shrub beds shall receive a minimum of 4 Cu. Yds. per 1000 S.F. of one of the above materiels. All amendments shall be thoroughly tilled 6" into the soil. 11. Landscape Contractor to provide finish grades while maintaining positive drainage. Contractor to notify Owner's Representative of any poorly drained areas prior to commencing work. 12. All trees, shrubs, and other plant materials are to be approved by the Owner's Rep. prior to delivery and again after delivery to site. Any plant not meeting approval may be rejected at any time prior to Final Acceptance. 13. All plant material locations are to be staked by the contractor for review by the Owner's Rep. All adjustments shall be made by the contractor. The contractor shall not dig plant pits until locations are approved. 14. Landscape Contractor to provide staging plan and schedule for completion to the Owner's Rep. prior to mobilization. 15. Cobble areas to receive washed 3-6" River cobble placed over landscape filler fabric. 16. All landscape areas will be irrigated with an automatic underground irrigation system. /fARPER-LEA R/INC 10 40 PHOFBS-LE ENGINEERS ANOD NEIsADNC, S NG,FS �lsoei'res"va '"n'�$ 20zar'.�"s ozii�oa SCALE: 1'=20'.0' ". (zee) res-za0o r Foe) sv-a:+s n OEM. ARtHUMURE 301211oroa Shit Stile 100 D., Col..& 80207 phone 303.861.5704 mmw I ne., rEscHIncluls IIR&W E4GN wont reals I. Lowwice iNeel,.1. 1W Den"vr.. I jai B✓f.35m Z ^W J W N M Q CO O Lu `/) �A O U) w m M C U CC ';' all PROI. NO. 58057.00 DRAWL' RM OHECIC ED- RM CARD I'M DATE: 12 SEPI 2006 REMSONR ©OZ ARCNIIEnff SITE PLAN REVIEW SHEE1 1RtE Landscape Plan SCAM SHM NUMBER; L-1 7ESCR/P710N CENRR(/NE R.4'NT OF WAY UNE EASEMENT UNE CONTOOR WiIR7iLl/VE SAWRARY SEWER SRJRM SEWER POWER UNE 64S UNE C.1 BLE UNE R-LEPNONE UN£ SANRARY MANHOLE SmRAr ALWAIME CRY/ msw F7RE NYD2WT WATER YALYE POWER POLE SMEET L/CNT rEIEPRONE PEDESTAL =N WMER SERVICE S4NNIRY SER NCE LEGEND — — —4500— — — 4500 50 S D O LEGEND 1161 will nv yy M W DG Q NEW AS%NCr G'LIM1CFFr£ 0 0 O IW.YK MYQk)? SELIKW ri A4Y3WLJ CpAJ61E 1 ALTA WB B' fTM.CRMIL JXOSXS/ srArnxw cnM-xEn aANr AW 4Y/IIER rSET of ) © to caxx cuae ANG 4'V!!IX ,SEE OFTAY51 OG emnsTF meExwJr Set EQ IKKMMD m',Y SIXlevlr r.SEF w-') © ctxrFEre' /Kwaisvr scomw © 1,PTN. H9K1W STMT O LwzTGYt' AKA C) GIFKrsSrS, AQ^.LiS OJ rmrx /uwac St. (9' W a2) O rEnt5rxt4Y. © PAbBCE qY9 LU/A40 LVMAFIE A9Xvi !PP QWYNLE rSEF /S%K' S0 -715R PFTAY) Gwe4rr oun+srzM aro © ONEG9AJ.WL AP rsSS OFTAIE-vACF uw OY LOK'NER" P%l1Mr AMNHM-TH iWr (SE£ 9MC 50-710 AW PFANU O�,Ovu, OO I" .H � 1 Or x(ww rmmB, ame Aw rurrw, sKk'WYX Op IW2'. SASML 9Im Op ue1£ IInU aDelf[I✓ dMW FONEx rayssaeww TD S yr AxT Ou YE)N scmno Oy .0.YLlm RT w . ©OMW/ (Dw.. rFATvc OY A4BY5 SAYN(S O2 .rL J" W!!tY 4Vr1W D D LEGEND LU CC '::1 ' W Q CV Q NEW AS%NCr G'LIM1CFFr£ � � � MEW roNcmErE srPEN'M.r O/� GENERAL NOTES 1. ALL MATERIALS,WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE SITE WORK STANDARDS AND SPECIFICATIONS SET FORTH IN THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCITON (2000 EDITION)AND APPLICABLE STATE AND FEDERAL REGULATIONS IF THERE IS A CONFLICT BETWEEN PLANS AND THE SPECIFICATIONS THE HIGHER STANDARD SHALL APPLY, ALL WORK WITHIN PUBLIC R.O W OR EASEMENT MUST BE INSPECTED AND APPROVED BY THE CITY OF CHUBBVCK PUBLIC WORKS INSPECTOR. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 40 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING SPECIFICATIONS. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF CHUSBUCK AND ALL UTILITY COMPANIES INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND 1'0 INSURE THE WORK IS ACCOMPLISHED IN A TIMELY MANNER AND WITH MINIMUM DISTURBANCE FOR DISRUPTION OF ANY UTILITY SERVICE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO EXCAVTION, TRENCHING, SHORING, TRAFFIC 0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED IN FROM THE SITE. 7. ALL MEASURES POSSIBLE SHALL BE TAKEN TO ENSURE EROSION CONTROL WITH BEST MANAGEMENT PRACTICES. S. ALL DEPRESSED ACCESSES SHALL MEET THE LATEST REVISION OF AN.S.I. (AMERICAN NATIONAL STANDARDS INSTITUTE) AMID COUNCIL OF AMERICAN BUILDING OFFICIALS. 9. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR UTILITY CONSTUCTION AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 10. VERIFY INVERTS PRIOR TO CONSTRUCTION. 11 CONTRACTOR SHALL CORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ANO/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSESSION AND THE FINAL CONNECTION OF SERVICE. 13. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING. IT SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTANT WITH THE CONTOURS. 15. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRACE. 10. THE CONTRACTOR SHALL ASSURE POSTIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 17. CONTRACTOR SHALL OBTAIN IID RIGHT-OF-WAY PERMIT FOR ALL OR ANY CONSTRUCTION WITHIN YELLOWSTONE RIGHT-OF-WAY. CONTACTS CIVILENGINEER JARED 5. BRAGG, P.E. HARPER-LEAVRT ENGINEERING, INC. BOO WEST JUDICIAL BIACKFOOT, IDAHO 83221 (208) 785 IDAHO POWER MARKBAILEYS PG. BOX IDKO BIACKFOOT, IDAHO 83204 (200)234-3401 QWEST JON DAVIDSON ON WEST CENTER POCATELLO, IDAHO M205 (200)234-34G1 PUBLIC WORKS DEPARTMENT STEVE SMART, P E. 51. YELLOWSTONE AVENUE CHUSBUCK, IDAHO 03221 (208)23724M DEPARTMENTOF ENVIRONMENTAL OUALTY CHARLES KETTERMAN, P.E. 444 HOSPITAL WAY POCATELLO, [CARD INGI1 (208)2306100 INTERMOUNTAN GAS COMPANY BRENTANKRUM 12584 WESTTYHEE POCATELLO. IDAHO 83208 (200)0310400 AUEUITICEUUE 3012 Huron Street Suite 100 enver, Colorado 802C phone 303.861.5704 PROD. NO. 5605780 DRAWN CHECKED, CADD FILE, DATE, 12 SEPT, 2006 REVISIONS, 00Z ARCHITECTURE SITE PIAN REVIEW SHEET TITLE, SITE PLAN SCALE -I'=20' SHEET NUMBER, s LU CC '::1 ' W Q CV Q 00 Q w O/� V / W VJ in U /^e / 1 j LU ZM c M `V -T- oy V rrW V! PROD. NO. 5605780 DRAWN CHECKED, CADD FILE, DATE, 12 SEPT, 2006 REVISIONS, 00Z ARCHITECTURE SITE PIAN REVIEW SHEET TITLE, SITE PLAN SCALE -I'=20' SHEET NUMBER, LEGEND O STANOPRO.... GONE. O STA .. 05' FERFOBATEO MAVI I. SEPTIM. O 3 ANDM01<' MANNED RING SEEN GRATE. 0 AMCM INU6 BASE MATERLN. (DUNE SIDES, TM, 5 BOTTOM OF FRES WITH AMOCO FILTER MINE STYLE 4545, MEW NNENT. IT IN OVERLAP OF MAT IOA T TYPICAL LANE MARKINGS N T S ETELYWITH DGRAMEL TYPICAL SIDEWALK N T S 1. WATER.. (DUCTILE IRON.1YC C.AU) 1CORP ORATION STOP RIOCCTMEPDS)(FORD ERIC I JSG FOR i MR UG MR1')). . SERVICE LINE (POLYETHYLENE PIPE). 12OR 2 -DETER SETTER (FORD MONS, 105 IT AS FOR 1 US ) OR M1177 US .77) wI STAINLESS STEEL INSERT (FORD S]{20 FOR 11?)ON US FOR 2'N. S. 11W OR 2- METER GURPMEO BY CRY). 6. SERNCE SAOULE (FOR PVC MAIN) (FORD SEI(OPS FOR 211 OR (AFF FOR 211 CRETE VAULT OR STANDARD MANHOLE. S. MPMINUSAGGREGATE OEGDING B. 21' M7JI HOLE LIU ONO RING 10. 11R' pi S. COP. 11, GRADE RINGS, 12 NO 42 AWG. COPPER FINDER LNRE. 1]. 2. (26111'1 CONMETEBLOCNS. ND,EG CULTNE-SAC EMUST FULOF0 THE MOST DIRECT ROUTE POSSIBLE DEFACE CMP. STOP AND METER BOX 2. SERVICE LINE CONNECTION MUST RE AMIE. OF 2R. BEHIND EASEMENT LINE. S L CONSTRUCTION SHALL CAPORAL TO TF£REW TREADER OFTNE CITYOf <NUBBUCK (i a. MEIRST.0 NDM05FM PUBLIC FORMS CONETRUCTM) 4. THE CITY OF CIIUBBUCX SHALL INSPECT MNNLINE ANO METER BOX INSTALLATON PRIM I BACKMLING. 4'S..IP n C<e...1. I..., l3mwEU BOLLARD FENCE POST DETAIL NTS 2 IF R=1K I CONT(TW) ,Z PRISING I •. • • • e SECTION VISI/ G —1 �AGGREGATEBASE NOTES. ® GEODE ANO ALIGNMENT TO BE ESTABLISHED CR FPPROVEO BY THE ENGINEER AMIDE PUOMCAGENCYMANNO JURISDICTION ® .1E. 4ANCR COMPACTED DEPTH OF SITING. CRUSHED AGMMAGMTE DISE MATERIAL, PLACED AS GPECIFIEOFND COMPACTED TO EXCEED NAAGf OTAMOARD PROCTCR:A MINIMUM CONTNUOUOPLACEMENT DTH HOOF SFEET TO GRFDE,PR1.TOSETTING CURB FMMS PREFERRED. SCORE I NTERVALS I..EETMP%IMUM SPMCING(OFEET.I.EWNX). MATERVLSANO CONSTRUCTION IN COMPLIANCE ..ISPWC SPEGFICATIXIO. BACKF ILL AS PER SECTION NA ISP W C SPECI.CATIONS. GHT-0E-'SAYPERMIT OEFORE BEGINNING CONSTRUCTION INEFULUS GM.OF.WAY. SECURE IJP DOWN CURB AND GUTTER NTS B" VERTICAL CURB AND GUTTER NTS rn 3012 Huron Street Suite 100 :neer, Colorado 802C phone 303.861.5704 e'a NTS IF NINE.., T W®) W C= ZD LL 1V N ZD Q CO CQ OLij,^ C/) VJ M AEX A- G —1 �AGGREGATEBASE NOTES. ® GEODE ANO ALIGNMENT TO BE ESTABLISHED CR FPPROVEO BY THE ENGINEER AMIDE PUOMCAGENCYMANNO JURISDICTION ® .1E. 4ANCR COMPACTED DEPTH OF SITING. CRUSHED AGMMAGMTE DISE MATERIAL, PLACED AS GPECIFIEOFND COMPACTED TO EXCEED NAAGf OTAMOARD PROCTCR:A MINIMUM CONTNUOUOPLACEMENT DTH HOOF SFEET TO GRFDE,PR1.TOSETTING CURB FMMS PREFERRED. SCORE I NTERVALS I..EETMP%IMUM SPMCING(OFEET.I.EWNX). MATERVLSANO CONSTRUCTION IN COMPLIANCE ..ISPWC SPEGFICATIXIO. BACKF ILL AS PER SECTION NA ISP W C SPECI.CATIONS. GHT-0E-'SAYPERMIT OEFORE BEGINNING CONSTRUCTION INEFULUS GM.OF.WAY. SECURE IJP DOWN CURB AND GUTTER NTS B" VERTICAL CURB AND GUTTER NTS rn 3012 Huron Street Suite 100 :neer, Colorado 802C phone 303.861.5704 e'a NTS IF NINE.., T W®) Accessible Ram. PRDJ NO. 56057.00 DRAVH, CHECKED CARD FILD DATE- 12 SEPT. 2006 R 002 ARCHITECTURE SITE PIAN REVIEW SHEET TITLE. DETAIL SHEET SCALE,V=20' SHEET NUINBERI W C= ZD LL 1V N ZD Q CO CQ OLij,^ C/) VJ M O Y c) LJ m >- ::D m C> Lr'9 U Accessible Ram. PRDJ NO. 56057.00 DRAVH, CHECKED CARD FILD DATE- 12 SEPT. 2006 R 002 ARCHITECTURE SITE PIAN REVIEW SHEET TITLE. DETAIL SHEET SCALE,V=20' SHEET NUINBERI a 's LEGEND Top Back of CuA lnle'secton Point r- R Tap Back of CuNPaia of Curvature l lA Tap Beck of CmbHgh PaM Top Back of CUNLox Poml — Top Beck of Cur Mafch Paoli, 2C -EX s,IB. Edge of AsplaM � Topof Shfexalk ' Finishad AsPMR Grade GENERAL NOTES 1. UNLESS OTHERWISE SHOWN, NO SLOPE SHALL EXCEED THREE J31 HORIZONTAL 2. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS, BEYOND 5' OF THE BUILDING SHALL BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT 3. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES THAT BO NOT APPEAR TO BE CONSISTANT WITH THE CONTOURS, 0, ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OFASPHALT. 5. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN THE SOILS REPORT. o. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTH WORK QUANTITIES. 7, EXISTING GRADE CONTOURS NOT SHOWN USE SPOT ELEVATIONS. 8. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 0. THE CONTRACTOR SHALL ASSURE POSTIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10, ALL MATERIALS. WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE SITE WORK STANDARDS AND SPECIFICATIONS SET FORTH IN THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (20W EDITION) AND APPLICABLE STATE AND FEDERAL REGULATIONS, ARCHITECTURE 3012 Huron Street Suite 100 nver, Colorado 802C phone 303.861.5704 PROD. NO. 56057.00 DRAWN, CHECKED, CADD FILE, DATE, 12 SEPT. 2006 REVISIONS ©OZ ARCHITECTURE SITE PLAN REVIEW SHEET TITLE, GRADING PLAN SCALE,I'=20' SHEET NUMBER, ZW W cm cm N QCO Q W O C) LLJ Y 0 � cl) w m M U Q PROD. NO. 56057.00 DRAWN, CHECKED, CADD FILE, DATE, 12 SEPT. 2006 REVISIONS ©OZ ARCHITECTURE SITE PLAN REVIEW SHEET TITLE, GRADING PLAN SCALE,I'=20' SHEET NUMBER, SEWEFI O. E6 t. z. 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N0. 56057.00 DRAWN CHECKED CADD FILET DATE, 12 SEPT. 2006 REVISIONS ©OZ ARCHITECTURE SITE PLAN REVIEW SHEET TITLE, UTILITY PLAN SCALErt'=20r SHEET NUMBER, LU Q W N N Q 06 Q W O v J F- q L -U U) Y- Ir oU �M ce,w LU 1v M /cn� L U PROD. N0. 56057.00 DRAWN CHECKED CADD FILET DATE, 12 SEPT. 2006 REVISIONS ©OZ ARCHITECTURE SITE PLAN REVIEW SHEET TITLE, UTILITY PLAN SCALErt'=20r SHEET NUMBER,