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HomeMy WebLinkAboutA5 HUNZIKER & ASSOCIATES SITE DEVELOPMENT PLANS FOR EAST L INCO LN WAY GOVERNING SPECIFICATIONS 2105 THE 2017 EDITION OF THE"IOWA STATEWIDE URBAN SPECIFICATIONS FOR PUBLIC RECEIVED t( ' IMPROVEMENTS" AND"THE CITY OF AMES SUPPLEMENTAL SPECIFICATIONS"SHALL MINOR SITE PLAN �Ul�Y1 LNS"w'NELa6n' GOVERN. IOWA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR AUGUST 2017 0 C T 0 2 2 017 HIGHWAY AND BRIDGE CONSTRUCTION",SERIES 2016 AND ALL CURRENT GENERAL SUPPLEMENTAL SPECIFICATIONS AND MATERIALS INSTRUCTIONAL MEMORANDUM SHALL GOVERN AS REFERENCED. CITY OF AMES, IOWA ALL APPLICABLE FEDERAL,STATE,AND LOCAL LAWS AND ORDINANCES WILL BE DEPT.OF PLANNING&HOUSING COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF TRANSPORTATION. INDEX OF SHEETS Sheet Number Sheet Title ' G1.01 TITLE SHEET G1.02 GENERAL NOTES ?1j 5T G1.03 QUANTITIES _ FORD 5T G1.03-G1.05 TYPICAL SECTIONS& DETAILS a5 C1.01-C1.03 REMOVALS PROJECT LOCATION =Eaftsm ? C1.04 LOADING DOCK REMOVALS a EDISON ST C2.01-C2.03 EROSION CONTROL C3.01-C3.03 GEOMETRICS w C4.01-C4.03 GRADING PLAN C5.01-05.02 STORM SEWER ♦ C6.01-C6.02 UTILITY PLAN LINCOLN WAY C7.01-C7.03 LANDSCAPING PLAN 41 C7.04 LANDSCAPING DETAILS a 0 owA= z 0 5< < OiNE CALL GRA 1-800-292-8989 O N S I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL J 11.1 SUBMISSION DESCRIBED BELOW WAS PREPARED ME OR UNDER www.lowaonocall.com ..awe MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.I AM A c.e MAP OF THE DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER \``\\\\Ll\ 5//////,��' �THELAWSOFT STAT OFIOWA.NOTE:EXISTING UTILITY INFORMATION SHOWN ON THIS 0 500 1000 CITY OF AMES � rg10 1 PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE HORIZ. STORY COUNTY,IA \ ~`-99CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION PRIOR SCALE FEET 1 v1/.10SHUA L. �2- L.S ELDS TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE =-1 SHIELDS 1- LAW,NOTIFY IOWA ONE CALL 1-800-292-8989 �� d 00585 !r��'- REG. 00565 DATE: /// p MY LICENSE RENEWAL DATE 15 JUNE 30,2018 //JJIIIIIp\3\ PAGES OR SHEETS COVERED BYTHIS SEAL: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS LEGAL DESCRIPTION OWNER PREPARED BY C7.o1-C7.04 UTILITY QUALITY LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED"STANDARD GUIDELINES FOR THE ATRACT OF LAND, BEING AN OFFICIAL REPLATOF HUNZIKER&ASSOCIATES BOLTON AND MENK COLLECTION AND DEPICTION OF EXISTING SUBSURFACE LOT FIVE (5), BLOCK THREE (3) OF LANDFILL 105 S. 16TH ST. 2730 FORD STREET UTILITY DATA." ADDITION TO THE CITY OF AMES,STORY COUNTY, IOWA AMES, IA 50010 AMES, IA 50010 IHEREBYCEY ME THANDE ENGINEERING DOCUMENTNTW AS PREPARED BY ME OR UNDER NE DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER ZONING UN THE LAWS O GI DEVELOPER F THE STATE OF IOWA. PLAN REVISIONS 5SI10 �/i,, DATE SHEET NUMBER APPROVED BY MODIFICATIONS HUNZIKER LAND DEVELOPMENT GREGORYA jZS GREGORV A.BROUSS D,P.E. BROUSSARD i zcylacilo 105 S. 16TH ST. v _ 21974 f^ REG.NO. 21974 DATE: AMES, IA 50010 ` �- __ ;r�lS#y� ' �, �; f � ol�A"�*`� MY LICENSE RENEWAL DATE IS DECEMBER 31,2017 L)a / ' `` PAGES OR SHEETS COVERED BY THIS SEAL: G3.01-C6.02 BOLTON Z730 FORD ST,P.O BOX668 �'u"°"" aRNA HUNZIKER&ASSOCIATES SHEET AMES,IOWA 50010 R 2105 EAST LINCOLN WAY & M E N K Phone:@bolt n-men0 REA G 1.01 Email:Ames@bolton-menk.com Bollon&N11a,Inc 2017,All Right,Reserved wr�w.bohon-menk.com "GAB TITLE SHEET \\,,,,4\h\HUNZI\A13114326\CAD\C3D\Shmh\114326_7Ldwg 9/14/2017 11:21 AM STANDARD CONSTRUCTION NOTES: PAVEMENT AS AN AREA OF STOCKPILING MATERIALS. 1.ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS(SODAS)AND SHALL 7.PEDESTRIAN RAMPS SHALL INCLUDE"DETECTABLE WARNING"TEXTURE. COMPLY WITH ALL APPLICABLE FEDERAL,STATE AND LOCAL LAWS AND ORDINANCES.THE CONTRACTOR SHALL HAVE A COMPLETE SET OF THE CURRENT SUDAS STANDARD SPECIFICATIONS ON SITE DURING ALL CONSTRUCTION ACTIVITIES. MANHOLES,ALL UTILITY FIXTURES(WATER VALVE BOXES, ANHOLES,AND STORM SEWER INTAKES)SHALL BE SET TO THEIR CORRESPONDING PAVEMENT ELEVATIONS. 9.PARKING LOT JOINTING PLAN SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER/OWNER FOR REVIEW.NO KEYWAY JOINTS SHALL BE ALLOWED.AT A 2,ANY DEFECTIVE WORK CONDEMNED BY THE ENGINEER/OWNER SHALL BE REMOVED AND REPLACED AT 711E CONTRACTOR'S EXPENSE IN ACCORDANCE WITH SECTION MINIMUM EACH POUR SHALL BE TIED TOGETHER USING DW JOINT IN ACCORDANCE WITH SECTION 7010 AND DETAIL PV-101 1050,1.08'REMOVAL OF DEFECTIVE WORN'OF THE STANDARDS SPECIFICATIONS.FAILURE TO REMOVE DEFECTIVE WORK MAY RESULT IN SUSPENSION OF OPERATIONS .AND/OR WITHHOLDING OF PAYMENTS UNTIL DEFECTIVE WORK HAS BEEN REMOVED AND REPLACED. 3.THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL,LINE AND GRADE STAKES IN ACCORDANCE WITH SECTION 1050,1,101INE AND GRADE STAKES'OF THE GRADING NOTES STANDARD SPECIFICATIONS. 1.ALL GRADING OPERATIONS SHALL BE COMPLETED IN ACCORDANCE WITH DIVISION 2 OF THE SPECIFICATIONS 4,PRIOR TO MOBILIZING OFF OF THE JOB SITE,THE CONTRACTOR SHALL NOTIFY THE ENGINEER/OWNER TO REQUEST A FINAL INSPECTION IN ACCORDANCE WITH SECTION 2.THE PROPOSED CONTOURS ARE SHOWN ARE TO FINISH GROUNDITOP OF PAVEMENT 1050,1,14'FINAL INSPECTION AND ACCEPTANCE'OF THE STANDARD SPECIFICATIONS. . . 5.THE CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND LICENSES IN ACCORDANCE WITH SECTION 1070,1.03'PERMITS AND LICENSES'OF THE STANDARD 3 CONTRACTOR SHALL GRADE ALL AREAS IN THE PAVEMENT BOX TO SUBGRADE,AND ALL OTHER AREAS TO FINISH GROUND SPECIFICATIONS. 4.AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO NO LESS THAN 95%OF MAXIMUM STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT OF-1%TO t3% 6.THE CONTRACTOR IS RESPONSIBLE FOR 517E SAFETY AND COMPLYING WITH ALL CURRENT AND FUTURE FEDERAL AND STATE OSHA REQUIREMENTS IN ACCORDANCE WITH ABOVE OPTIMUM. SECTION 1070,2.02'CONVENIENCE AND SAFETY'OF THE STANDARD SPECIFICATIONS. 5.AREAS OUTSIDE THE RIGHT-OF-WAY SHALL BE FINAL GRADED TO WITHIN 0.2'OF PLAN GRADE.AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINAL GRADED TO WITHIN 7.IN ACCORDANCE WITH SECTION 1070,2.08'PROTECTION OF PROPERTY'OF THE STANDARD SPECIFICATIONS,THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN 0.1'OF PLAN GRADE. ADEQUATE PROTECTION OF ALL ITS WORK FROM DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND ADJACENT PRIVATE PROPERTY FROM INJURY OR 6.ALL TOPSOIL STRIPPED SHALL BE RESPREAD ON LOT(SF LOSS ARISING IN CONNECTION WITH THE WORK.THE CONTRACTOR SHALL REPAIR OR RESTORE ANY SUCH DAMAGE,INJURY,OR LOSS TO JURISDICTION PROPERTY OR 7.TOPSOIL AND/OR OTHER UNSUITABLE MATERIAL WITHIN THE PAVEMENT BOX SHALL BE REMOVED. ADJACENT PROPERTY.THE CONTRACTOR SHALL PROTECT TREES AND OTHER PROPERTY NOT MARKED FOR REMOVAL. 8,THE CONTRACTOR SHALL SHAPE.GRADED AREAS TO MAINTAIN SURFACE DRAINAGE AT ALL TIMES. 8,THE CONTRACTOR SHALL PRESERVE OR REPLACE ALL PROPERTY MONUMENTS ON THE PROTECT SITE IN ACCORDANCE WITH SECTION 1070,2.09'LAND MONUMENTS'OF THE STANDARD SPECIFICATIONS. 9.THE CONTRACTOR SHALL BACKFILL CURBS AS SOON AS POSSIBLE UPON COMPLETION OF PAVING 9.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE CLEANLINESS.UPON REQUEST BY THE ENGINEER/OWNER,THE CONTRACTOR SHALL,AT ITS EXPENSE,CLEANUP 10. DEWATERING(IF NECESSARY)15 CONTRACTOR'S RESPONSIBILITY AND SHALL BE CONSIDERED INCIDENTAL. AND REMOVE ALL REFUSE AND UNUSED MATERIALS OF ANY KIND RESULTING FROM THE WORK,INCLUDING CLEANING AND SWEEPING OF ADJACENT STREETS.UPON 11. CONTRACTOR SHALL MINIMIZE COMPACTION OF TOPSOIL TO THE EXTENT PRACTICABLE. FAILURE DO SO WITHIN THREE WORKING DAYS AFTER SUCH REQUEST BY THE ENGINEER/OWNER,THE WORK MAY BE DONE BY THE OWNER AND THE COST THEREOF CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT IN ACCORDANCE WITH SECTION 1070,2.15 TINISHING AND CLEANUP REQUIREMENTS'OF THE STANDARD SPECIFICATIONS. SANITARY SEWER NOTES 10. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER/OWNER FOR APPROVAL A PROGRESS SCHEDULE THAT WILL ENSURE THE COMPLETION OF THE PROJECT WITHIN THE 1.SANITARY SEWER INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH DIVISIONS 3,4,AND 6 OF THE SPECIFICATIONS TIME SPECIFIED.IF IT APPEARS THE RATE OF PROGRESS IS SUCH THAT THE CONTRACT WILL NOT BE COMPLETED WITHIN THE TIME ALLOWED,OF IF THE WORK IS NOT 2.PRIOR TO INSTALLING PIPE,THE CONTRACTOR SHALL PLUG THE DOWNSTREAM CONNECTION POINTS AND LEAVE PLUGGED UNTIL NEW SEWER PIPE AND MANHOLE BEING EXECUTED IN A SATISFACTORY AND WORKMANLIKE MANNER,THE ENGINEER/OWNER MAY ORDER THE CONTRACTOR TO TAKE SUCH STEPS AS NECESSARY TO CASTINGS ARE IN PLACE.ALL WATER SHALL BE PUMPED OUT AND THE SEWER SHALL BE CLEAN BEFORE REMOVING PLUG. COMPLETE THE WORK AS SPECIFIED IN THE CONTRACT IN ACCORDANCE WITH SECTION 1080,1.03'WORK PROGRESS AND SCHEDULE'OF THE STANDARD SPECIFICATIONS. 3.SANITARY SEWER BEDDING SHALL BE CLASS F-3 BEDDING UNLESS OTHERWISE SPECIFIED. UTILITY COORDINATION NOTES: 4.SANITARY SEWER SERVICE STUBS SHALL BE STUBBED TO 10 FEET BEYOND THE ROW OF WAY. 5.MANHOLE CASTINGS IN SHALL BE 2 PIECE FIXED CASTINGS ALL MANHOLE CASTINGS SHALL BE BOLTED TO THE STRUCTURE AT ALL ATTACHMENT HOLE LOCATIONS IN THE I,THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE A7(800)292-8989 TO LOCATE EXISTING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR CASTING.ALL CASTINGS SHALL COMPLY WITH FIGURES SW-601.CONCRETE BOX OUTS FOR MANHOLES IN PCC PAVING SHALL COMPLY WITH FIGURE PV-103.CONCRETE TO EXCAVATING ANYWHERE ON THE PROJECT. BOX OUTS FOR MANHOLES IN HMA PAVING SHALL COMPLY WITH FIGURE PV-201.ALL MANHOLES IN PAVING SHALL BE GASKETED. 2.ANTICIPATED UTILITY CONFLICTS HAVE BEEN IDENTIFIED AND EACH RESPECTIVE UTILITY OWNER HAS BEEN INFORMED OF THE POTENTIAL CONFLICTS.THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES TO REMAIN WITHIN THE PROJECT SITE. STORM SEWER NOTES 3,THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS.WORK SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 1.STORM SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH DIVISIONS 3,4,AND 6 OF THE SPECIFICATIONS. 1070,2.07'PROTECTION OF ABOVEGROUND AND UNDERGROUND FACILITIES'OF THE STANDARD SPECIFICATIONS.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DAMAGE TO EXISTING UTILITIES. 2.STORM SEWER BEDDING SHALL BE CLASS R-2 4,IF A CONFLICT IS DISCOVERED BY THE CONTRACTOR,NOTIFY THE ENGINEER IMMEDIATELY AND COORDINATE WITH OWNER OF UTILITY TO RESOLVE CONFLICT. 3.MANHOLE CASTINGS SHALL BE 3 PIECE FLOATING CASTING,ALL MANHOLE CASTINGS SHALL BE BOLTED TO THE STRUCTURE AT ALL.ATTACHMENT HOLE LOCATIONS IN THE CASTING.ALL CASTINGS SHALL COMPLY WITH FIGURE SW-602.CONCRETE BOX OUTS FOR MANHOLES IN PCC PAVING SHALL COMPLY WITH FIGURE PV-103.CONCRETE BOX PROTECT NOTES: OUTS FOR MANHOLES IN HMA PAVING SHALL COMPLY WITH FIGURE PV-201.ALL MANHOLES IN PAVING SHALL BE GASKETED. 4.INTAKE CASTINGS SHALL BE SW-603 TYPE R UNLESS OTHERWISE SHOWN. 1.CONTRACTOR SHALL PROPERLY SECURE PROJECT SITE AT THE END OF EACH DAY. S.OVERALL PIPE LENGTHS FOR PIPES DO NOT INCLUDE FLARED END SECTIONS.STORM SEWER OUTLET LENGTHS SHOWN DO NOT INCLUDE FLARED END SECTIONS. 2.CONTRACTOR OPERATIONS CREATING OBJECTIONABLE LEVELS OF NOISE SHALL NOT BEGIN PRIOR TO 7:00 AM AND SHALL END PRIOR TO 7:00 PM, 6.FOOTINGS SHALL BE INSTALLED UNDER ALL FLARED END SECTIONS IN ACCORDANCE WITH SECTION 4030 OF THE SPECIFICATIONS AND WILL BE CONSIDERED INCIDENTAL 3,ALL DISTURBED AREAS SHALL BE SEEDED AND/OR MULCHED(DEPENDING ON DATE)UPON COMPLETION OF GRADING, TO FLARED END SECTIONS. 4,ALL UTILITY SERVICES(SANITARY,WATER,AND SUMP)SHALL BE INSTALLED BY A PLUMBER LICENSED BY THE CITY OF AMES. 7.THE LAST THREE PIPE CONNECTIONS AT FLARED END SECTIONS SHALL BE MADE WITH TYPE 3 PIPE CONNECTORS, 5.ALL UTILITY TRENCHES SHALL BE CAREFULLY BACKFILLED IN 6-IN LIFTS,COMPACTED TO 95",OF MAXIMUM STANDARD PROCTOR DENSITY.DENSITY REPORTS ARE TO BE 8,APRON GUARDS WILL BE INCIDENTAL TO FLARED END SECTIONS AND SHALL BE INSTALLED ON ALL FLARED END SECTIONS. SUBMITTED TO THE CITY OF AMES WITHIN 7 DAYS OF TRENCH DENSITY TESTING.ANY FAILING TEST AREAS SHALL BE RE-EXCAVATED AND RE-TESTED. 9.RCP PLUGS SHALL BE CONSIDERED INCIDENTAL TO STORM SEWER CONSTRUCTION. 6.THE CONTRACTOR SHALL LIMIT THEIR ACCESS TO THE PROJECT SITE TO THE STABILIZED ENTRANCE LOCATIONS SHOWN IN THE SWPPP. 10, THE CONTRACTOR SHALL REPAIR ANY FIELD TILE ENCOUNTERED DURING CONSTRUCTION OF THIS PROJECT(WHETHER SHOWN ON THE PLAN OR NOT)BY SPLICING OR 7.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT,THE DEVELOPER,AND BOLTON&MENK,INC.ONE WEEK PRIOR TO THE START OF ANY CONNECTING THE TILE TO THE NEW STORM SEWER SYSTEM. CONSTRUCTION. 8.ANY TREES AND CROPS SHALL BE REMOVED ONLY BY APPROVAL OF THE ENGINEER/OWNER, WATER MAIN NOTES 1,WATER MAIN INSTALLATION SHALL BE COMPLETED W ACCORDANCE WITH DIVISIONS 3 AND 5 OF THE SPECIFICATIONS. STORM WATER POLLUTION PREVENTION PLAN NOTES: 2,WATER VALVE BOXES SHALL BE CAST IRON IN ACCORDANCE WITH SECTION 5020 OF THE SPECIFICATIONS,OR"TRENCH ADAPTOR"WITH CAST IRON TOP SECTION.AN 1.THE CONTRACTOR IS RESPONSIBLE MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN ISW PPP)ACCORDING TO THE REQUIREMENTS OF THE IOWA DNR EXTENSION SHAFT SHALL BE FURNISHED THAT POSITIONS THE VALVE OPERATING NUT WITHIN 2 FEET OF PROPOSED GRADE. NPDES GENERAL PERMIT NO.2 AND IN ACCORDANCE WITH SECTIONS 9040,3.01 AND 3.02 OF THE STANDARD SPECIFICATION.EMAIL ALL WEEKLY SWPPP INSPECTIONS TO 3,METAL WATER MAIN FITTINGS AND METAL ACCESSORIES SHALL BE WRAPPED WITH 8-MIL POLYETHYLENE SHEETING AND SECURED WITH TAPE. THE ENGINEER/OWNER A MINIMUM OF 48 HOURS AFTER EACH INSPECTION.THE CONTRACTOR SHALL RESOLVE ANY DEFICIENCIES WITHIN 48 HOURS.FAILURE TO 4,WATER MAIN SHALL BE INSTALLED WITH 5.5 FEET COVER(MINIMUM). RESOLVE DEFICIENCIES IN THE SWPPP IMPLEMENTATION MAY RESULT IN SUSPENSION OF OPERATIONS,WITHHOLDING OF PAYMENTS,AND/OR PENALTIES EQUAL TO THE CONTRACT LIQUIDATED DAMAGES UNTIL CORRECTIVE ACTIONS HAVE BEEN COMPLETED,THE PENALTIES ASSOCIATED WITH NON-COMPLIANT SWPPP MANAGEMENT WILL S.WATER MAIN BEDDING SHALL BE CLASS P-1 BE CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT, 6.CURB STOP BOXES ON WATER SERVICES SHALL BE LOCATED MID-LOT AT THE RIGHT-OF-WAY LINE. 2,THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DISTURBED AREAS WITHIN THE PROJECT UNTIL STABILIZED.IF UNDESIRABLE VEGETATION IS ESTABLISHED BEFORE 7,A NO,10 THHN COPPER TRACER WIRE SHALL BE ATTACHED TO ALL WATER MAINS,THE TRACER WIRE SHALL BE BROUGHT TO A TRACER WIRE STATION AT ALL FIRE THE AREA IS SEEDED/SODDED OR STABILIZED,IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL UNWANTED VEGETATION, IF THE CONTRACTOR FAILS TO PROVIDE HYDRANTS,TRACER WIRE TO BE INSTALLED ON TOP OF WATER MAIN PIPE. MAINTENANCE WITHIN THREE WORKING DAYS AFTER REQUESTED BY THE ENGINEER,THE WORK MAY BE DONE BY THE JURISDICTION AND THE COST THEREOF CHARGED 8.WATER MAINS SHALL BE CHLORINATED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF AMES REQUIREMENTS. TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT. 3.ANY AREAS OF THE PROJECT SITE THAT HAVE BEEN DISTURBED AND WHERE CONSTRUCTION ACTIVITY WILL NOT OCCUR FOR 21 DAYS OR MORE MUST HAVE 9.WATER MAIN VALVES SHALL BE OPERATED BY CITY OF AMES PERSONNEL ONLY. STABILIZATION MEASURES INITIATED WITHIN 14 DAYS. 10. CRITICAL CROSSINGS SHALL CONFORM TO CITY OF AMES SUPPLEMENTAL SPECIFICATIONS. PAVING NOTES: 1.PAVING SHALL BE COMPLETED IN ACCORDANCE WITH DIVISION 7 OF THE SPECIFICATIONS, 2.THE CONTRACTOR SHALL SUBR4IT INFORMATION TO THE ENGINEER FOR APPROVAL IN ACCORDANCE WITH SECTIONS 1050,1.05 AND 7010,1.03 OF THE STANDARD SPECIFICATIONS: a.PCC PAVING MIX DESIGN b.MATURITY CURVES FOR PAVING MIXESAND MATURITY READING RESULTS 3.PAVEMENT DESIGN SHALL INCLUDE A MINIMUM STRENGTH OF 4,400 PSI. 4.QUALITY CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 7010,3.08'QUALITY CONTROL'OF THE STANDARD SPECIFICATIONS, 5.IN ACCORDANCE WITH SECTION 7010,3.02,K OF THE STANDARD SPECIFICATIONS,THE CONTRACTOR SHALL CLEAN AND SEAL ALL JOINTS BEFORE ANY PORTION OF THE NEWLY CONSTRUCTED PAVEMENT IS OPENED TO THE CONTRACTOR'S EQUIPMENT. 6.THE CONTRACTOR SHALL PROTECT PAVEMENT IN ACCORDANCE WITH SECTION 7010,3,05 OF THE STANDARD SPECIFICATIONS AND SHALL NOT USE NEWLY CONSTRUCTED n.n. r.�ss-Nm N 2730 FORD ST.PO BOX 668 _ REAA HUNZIKER&ASSOCIATES SHEET BOLTO AMES,IOWA 50010 2105 EAST LINCOLN WAY & MENK l Ame iWbolt n-6100 -- - REA G 1.02 Email A iesCa boi[on-menk.com ts�no.&t.4e .inc.tole,Ati p«gncs aesen tiww.6nito tenk.com GENERAL NOTES \\ame e4\h\HUYZi\A i33143261Un�C3U\Sheetz\11C326`fl Awg 9/3bjY01)I111 bM GAB ESTIMATED TED PROJECT QUANTITIES/1�/TITIES 37 6010-108-C-0-1 DROP CONNECTION EA 2,0 ITEM NO. ITEM CODE �7 tY�fN/ I_/ITTEMaIG\✓I bllJM/r / v UNIT TOTAL AS BUILT QUANT, SECTION 7010-PORTLAND CEMENT CONCRETE PAVEMENT SECTION 2010-EARTHWORK,SUBGRADE,AND SUBBASE 38 7010-108-A-0-1 PAVEMENT,PCC,8 IN. SY 3693.0 1 2010-108-C-0-1 CLEARING AND GRUBBING LS 1.0 2 2010-108-D-1-1 TOPSOIL,ON-SITE CY 5840.0 SECTION 7030-SIDEWALKS,SHARED USE PATHS,AND DRIVEWAYS 3 2010-108-E-0-1 EXCAVATION,CLASS 13 CY 18365.0 39 7030-108-E-0-1 SIDEWALK,PCC,4 IN. SY 472.0 4 2010-108-G-0-1 SUBGRADE PREPARATION SY 3693.0 SECTION 7040-PAVEMENT REHABILITATION SECTION 4010-SANITARY SEWERS 40 7040-108-H-0-1 PAVEMENT REMOVAL SY 1112.0 5 4010-108-A-1-1 SANITARY SEWER GRAVITY MAIN,TRENCHED.PVC,8 IN, LF 319.0 6 4010.108-E-0-1 SANITARY SEWER SERVICE STUB,PVC,6 IN, LF 201.0 SECTION 9010-SEEDING 7 4010-108-H-0-1 REMOVAL OF SANITARY SEWER LF 203.0 q1 9010-108-B-0-1 HYDRAULIC SEEDING,SEEDING,FERTILIZING,AND MULCHING AC 2.7 8 4010-108-I-0-1 SANITARY SEWER CLEANOUT EA 2.0 SECTION 9040-EROSION AND SEDIMENT CONTROL SECTION 4020-STORM SEWERS 42 9040-108-J-0-1 RIP RAP,CLASS E TON 246.0 9 4020-108-A-1-2 STORM SEWER,TRENCHED,RCP,15 IN, LF 80.0 43 9040-108-N-1-1 SILT FENCE OR SILT FENCE DITCH CHECK LF 1750.0 10 4020-108-A-1-3 STORM SEWER,TRENCHED,RCP,18 IN. LF 365.0 44 9040-108-0-1-1 STABILIZED CONSTRUCTION ENTRANCE SY 112.0 11 4020-108-A-1-4 STORM SEWER,TRENCHED,RCP,24 IN. LF 45.0 45 9040-108-T-1-1 INLET PROTECTION DEVICE,FILTER SOCK EA 3.0 SECTION 4030-PIPE CULVERTS SECTION 11050-CONCRETE WASHOUT 12 4030-108-B-0-1 PIPE APRON,RCP,18 IN. EA 1.0 46 11050-108-A-0-1 CONCRETE WASHOUT LS 1.0 13 4030-108-B-0-2 PIPE APRON,RCP,24 IN, EA 1.0 SECTION 12010-SPECIALTY ITEMS SECTION 4040-SUBDRAINS AND FOOTING DRAINS COLLECTORS 47 12010-XXX-X-1 CONCRETE RETAINING WALL SF 344.0 14 4040-108-A-0-1 SUBDRAIN,PERFORATED HOPE,6 IN, LF 310.0 48 12010-XXX-X-2 REMOVAL OF EXISTING RETAINING WALL LF 119.0 15 4040-108-A-0-2 SUBDRAIN,NON-PERFORATED HDPE,8 IN, LF 49.0 16 4040.108-C-0-1 SUBDRAIN CLEANOUT,TYPE Al PVC RISER,6 IN. EA 4.0 17 4040-108-D-0-1 SUBDRAIN OUTLETS AND CONNECTIONS,CMP,8 IN, EA 2.0 18 4040-108-D-0-2 SUBDRAIN OUTLETS AND CONNECTIONS,CMP,10 IN, EA 2.0 SECTION 5010-PIPE AND FITTINGS 19 5010-108-A-1-1 WATER MAIN,TRENCHED,PVC,6 IN. LF 138.0 20 5010.108-A-1-2 WATER MAIN,TRENCHED,PVC,8 IN. LF 323.0 21 5010-108-C-1-1 FITTING,45 DEGREE BEND,8 IN, EA 2.0 22 5010-108-C-1-2 FITTING,8"X 6"REDUCER EA 1.0 23 5010-108-C-1-3 FITTING,8"X 2"TEE EA 1.0 24 5010-108-C-1-4 FITTING,6"X 2"TEE EA 1.0 25 5010-108-E-1-1 WATER SERVICE PIPE,2 IN. LF 64.0 26 5010-108-E-3-1 WATER SERVICE VALVE,2 IN, EA 2.0 27 5010-10B-E-3-2 WATER SERVICE VALVE,6 IN. EA 1.0 SECTION 5020-VALVES,FIRE HYDRANTS,AND APPURTENANCES 28 5020.108-A-0-1 VALVE,2 IN. EA 1.0 29 5020-108-A-0-2 VALVE,6 IN, EA 1.0 30 5020-108-A-0-3 VALVE,8 IN. EA 2.0 31 5020-108-B-0-1 TAPPING VALVE ASSEMBLY,12 IN. EA 1.0 SECTION 6010-STRUCTURES FOR SANITARY AND STORM SEWERS 32 6010-108-A-0-1 MANHOLE,SW-301,48 IN. EA 3.0 33 6010-108-A-0-2 MANHOLE,SW-303,48 IN. EA 1.0 34 6010-108-A-0-3 MANHOLE,SW-401,48 IN. EA 2.0 35 6010-108-B-0-1 INTAKE,SW-511 EA 2.0 36 6010-108-B-0-2 INTAKE,SW-513 EA 1.0 BOLt®N 2730 FORD ST,P.O.BOX 666 '° 'u.eoio wn RE"A HUNZIKER&ASSOCIATES SHEET AMES,IOWA 50010 2105 EAST LINCOLN WAY Phone:(515)233-6100 REA G 1.03 Email:Ames@bolton-menk.com 66u,t""S w a,,nc 2017,All R%hfs ReS d & M E N K w w.boIton-menk.com F`1 QUANTITIES '.... \\xmE54\h\I/VNZI\A13114326\CAI)\C3D\Shceb\314326_7Ldw6 9/14/2017 11:21 AIA nGAB TRENCH WIDTH L—BUILDING FACE TRENCH WIDTH —LOADING DOCK BUILDING FINISHED FLOOR ; V Z i /-DOCK FORM GRADE V A A 18"MIN -S% VARIES • 4' --8"PCC PAVEMENT •:` ^.'t t .y': 12' 12"SUBGRADE PREPARATION TRENCH DRAIN 6"MIN SEE DETAIL C,G1.04 O CONCRETE ANTI-SEEP COLLAR ; .... A LOADING DOCK DETAIL B TYPICAL PAVEMENT SECTION 1.0 NOT TO SCALE 1.0 h10T TO St<d.E - 12"MIN \-CONCRETE ANTI-SEEP COLLAR PLAN VIEW SECTION A-A E ANTI-SEEP COLLAR DETAIL 1.04 NOT TO SCALE � I i i I Neenah R-4349-D Casting 0 Cutout Weir —Elev.=903,25 —Elev.=902.75 —Elev.=902.00 '.SS"Inlet Pipe 1 ��Cutout Weir—. 2.25' � � ZZS' 1 —FL In=898.00 i I a Notes: •v i 1.See plan sheets for pipe flowline elevations. E 2.Each cutout weir to be Constructed at a 0,7S height. _ I i ti� C OUTLET CONTROL STRUCTURE DETAILS d OUTLET CONTROL STRUCTURE DETAILS PLAN PROFILE1.0 1.04 Y170 FORD ST R.O.Box 669 " REr HUNZIKER&ASSOCIATES snEET MEs loti r som° 2105 EAST LINCOLN WAY /�Ff o t.j5i,2 ..611,111.11 10a — — REA G 1.04 Ema i 4 ;a_f�bo$o k c>r — _ "` TYPICAL SECTIONS& DETAILS �rt �-. ��� h �:� e:.boltoi m,.r�6:.corz: 6A8 -_..i a�EA ,�0'.�i.i:;f?.� t.l. 1.5"(TYP.) VARIES TOP OF POND&12'MAINTENANCE ACCESS PATH 1"CLEAR(TYP.) 8"MIN. - #4 REBAR � VARIES _... -. . --. POOLLEVEL_. D PLACE COHESIVE SOIL LAYER V ABOVE POOL ELEVATION D 31 6"(TYP.) ` V COHESIVE BOTTOM OF POND I 3^ SOIL LAYER 7 77 7 777 G'// / 6"(TYP.) L 3"CLEAR(TYP.) SECTION ELEVATION F CONCRETE END ANCHOR FOR SUBMERGED PIPE G POND TYPICAL SECTION 1.05 NOT TO SCALE 1.05 NOT TO SCALE 4' -- COMPACTED SOIL 6' CLASS E RIP RAP 10"OIA.RODENT AND 906.00'TOP BERM �I 6" 3' 26" TRASH GUARD 905.00'TOP BERM SPILLWAY -', —/ 31 �.:I'I!.il' I•,�Ii) i. +`I ���� �;� n�fi ,i f. BOTTOM OF FOREBAY 902.00' 8"STRM 8 NON-PERFORATED POOL LEVEL SU898,00--- -- BDRAIN - ..� COUPLING BAND -- --- --- -_- ..I. UTLET PPE W/MEOSH CAP 6 2' 2-#4 REBAR 4'x4'TURF REINFORCEMENT MAT (INCIDENTAL TO OUTLET) H FOREBAY BERM TYPICAL SECTION SUBDRAIN OUTLET DETAIL 1.05 SECTION 1.05 NOT TO SCALE BOLTON 2730 FORD ST,P.O BOX 668 Oe0'° �R µA HUNZIKER&ASSOCIATES SHEET AMES,IOWA 50010 2105 EAST UNCOLN WAY & M E N K l Anes@bol on-me00 — REA 1 O Email:Ames@bol[on-menk.com oono°&rae ,mc2Dv,nnn�8hssaesewed www.bolton-menk.com ""`° TYPICAL SECTIONS&DETAILS \\ames4\h\HUNZI\A13114326\"D\C3D\Streets\114326 DTLdwg8/23R017 1:33 NA nC'AB 1, ALL TREES TO BE PROTECTED AND PRESERVED SHALL BE PER DETAIL. GROUPING OF MORE THAN ONE TREE MAY OCCUR. 2. TO PREVENT TREE ROOT SMOTHERING,SOIL STOCKPILES,SUPPLIES,EQUIPMENT OR ANY OTHER MATERIAL SHALL NOT BE PLACED OR STORED WITHIN A TREE DRIP LINE OR WITHIN 15 FEET OF A TREE TRUNK,WHICHEVER IS GREATER. 3, TREE ROOTS SHALL NOT BE CUT UNLESS CUTTING IS UNAVOIDABLE.CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE IF ANY PRUNING IS NEEDED. 4. TRENCHES SHALL BE HAND DUG WITHIN THE DRIP LINE IN AREAS WHERE ROOTS TWO INCHES IN DIAMETER AND GREATER ARE PRESENT,OR WHEN IN CLOSE PROXIMITY TO LOW BRANCHING TREES. WHENEVER POSSIBLE, ROOTS TWO INCHES OR GREATER IN DIAMETER SHALL BE TUNNELED OR BORED UNDER AND SHALL BE COVERED RESTRICTED ZONE TO PREVENT DEHYDRATION. S. WHEN ROOT CUTTING IS UNAVOIDABLE,A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR As Specified !; SMASHING. ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE,TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING,WHEN ROOT ENERGY SUPPLIES ARE HIGH AND CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING AGENTS. EXPOSED ROOTS SHALL BE COVERED j IMMEDIATELY TO PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST. 1'-0"Back(ill ZONE 2 >,' ' ' ZONE 1 6. WATERING OF PROTECTED TREES IN WHICH ROOTS WERE CUT SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. Material Trunk Protection ------- \\ ------Branch Protection 7. AUGER TUNNELING RATHER THAN TRENCHING SHOULD BE USED FOR UTILITY PLACEMENT WITHIN DRIP LINE OF REQUIRED IF WHEELED CONSTRUCTION_ - � \ 1 � PROTECT LOWER BRANCHES OF TREE TREE. EQUIPMENT INVOLVED WITHIN 10 OR �'r CANOPY. g. FENCING MATERIAL SHALL ENCIRCLE ANY TREE WHOSE OUTER DRIP LINE EDGE IS WITHIN 20 FEET OF ANY LESS CONSTRUCTION ACTIVITIES. O 00 '`'� 9. FENCING MATERIAL SHALL BE BRIGHT,CONTRASTING COLOR,DURABLE,AND A MINIMUM OF FOUR FEET IN �00�00 �`� \ HEIGHT_ O 0 _ _ /_ 10. FENCING MATERIAL SHALL BE SET AT THE DRIP LINE OR 15 FEET FROM TREE TRUNK,WHICHEVER IS GREATER, Engineering Fabric_� OQ Q PROVIDE SNOW FENCING OR EQUAL—%' j� - T J " AND MAINTAINED IN AN UPRIGHT POSITION THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. (when specified) 00 00 AT DRIPLINE(MIN.) ',', ���i /' ,1 �y" 1'1. ANY GRADE CHANGES(SUCH AS THE REMOVAL OF TOPSOIL OR ADDITION OF FILL MATERIAL)WITHIN THE DRIP 00 OO ` �, �i� YI' LINE SHOULD BE AVOIDED FOR EXISTING TREES TO REMAIN. RETAINING WALLS AND TREE WELLS ARE 00�Q b .�"� ,,yyt` ACCEPTABLE ONLY WHEN CONSTRUCTED PRIOR TO GRADE CHANGE. Porous Backfill _/ 00 00 Material 0 0 O ZONE 3 000 00 Root Protection 01 6"Pipe VARIES PER TREE SIZE 12"min. 2"min. EXTENDS FROM DRIPLINE TO DRIPLINE SCALE:N.T.S. SUBDRAIN -SUDAS CASE A TYPE 1 K EXISTING TREE PROTECTION 1 0 NOT TO SCALE 1.06 NOT TO SCALE 73U FORA flO 6 1 668 rRE BO LTO N RA HUNZIKER&ASSOCIATES SHEET AMES,IONA 50(10 2105 EAST LINCOLN WAY r Phone:(115) 33-61.1 —T — -- . & REA G 1.06MENK TYPICAL SECTIONS& DETAILS\,m�h\HUt4ZIkAI31143361CAU,C3D\Sfies\1103L6_DTlilw687Z3/ZU17133 MA CRAB ---- --- - - ------- --- ----------- ----- ----- -------{ C &sg. _rnU�k? i o c-oo f t k�oXC, xo00,Ca^sG �✓ C o� {3?5 ; farkgrn --- _ ` t a - J G 1 r \ (ems --- -- - -- -- -- - ----- -- — --------------- ---------- Ix ti REMOVE TREE REMOVE 250 SY � --- - - - - - - - /,- EXISTING CONCRETE Z F � i r. REFER TO SHEET C1.04 �i FOR DETAILS OF REMOVALS AT ,1 EXISTING LOADING DOCK / - - - - - - - - � C �- REMOVE 396 SY EXISTING CONCRETE r EXISTING BUILDING � P" CLEARING&GRUBBING AS NECESSARY FOR FINAL GRADING LOT 1 LOT 2 LOT 3 t 2105 EAST LINCOLN WAY / 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY j Y REMOVE TREES i { i i, I � > C� { } � i Y f'{-Y/'M'/./-/././-f•!•fd4-hl'hM-!•hF1'ldlM-l-hi-lrh d-l-hH+J44F/1- { 3 REMOVE TREES j PROTECT TREES,SEE DETAIL K/G1.06 a,ta"t y� S i HUNZIKER&ASSOCIATES B ��� Z730 FORD O P.O.BOX 668 nraa �� AREA SHEET 0 20 40 AfdES,IOWA s001D ovEA HORtz. Phone:(sls(zss-eioo -- REA 2105 EAST LINCOLN WAY C 1.01 & M E N K Email Ames@bn-nienmenkcom SCALE PEEP www.bolion-menkcom REMOVALS eoIron&HUNZImc_2ol326\C7,All gh�t)\Sh d GAB '.. \\ames G\h\HUNZI\q 33114326\FAO\C30\6htets\314326_OEt10.dwg 9/14/2012 30:43 AM ',, REMOVE TREES `� /I I/dd-/-FfV-f-/./.ryylY.M•fJ-ry. / REMOVE TREES PROTECT TREES,SEE DETAIL K/G1.06J r REMOVE 133 SY CONCRETE ,. REMOVESHRUBS� i PROTECT TREE,SEE DETAIL K/G1.06 � T• LOT 1 LOT 2 LOT 3 2105 EAST LINCOLN WAY 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY y' A k REMOVE EXISTING WATER AND- - SANITARY SEWER SERVICE LEAVE EXISTING FIRE PROTECTION IN PLACE \� 1I� FOR FUTURE USE. ?REMOVE TREES REMOVE TREES `�•' - � `^ w � w 3 ' REMOVE TREES J ~ / a REMOVE TREES J �y ABANDON WATER SERVICE AT EXISTING MAIN -s- LINCOLN WAY BO LTO N 2730 FORD 87 R O 60X 668 REA HUNZIKER&ASSOCIATES HEET 0 20 40 AMES,IOWA 50010 .O Hoy¢ 1 --- — v...... o e (515)z33 ETD -- - REa 2105 EAST LINCOLN WAY SCALE FEET T & MEN K E I A espholton me k.o - �rt104326\A0NC3e w.6aton m k om REMOVALS \lartresd\h\HUroZI\A1331a326\CAUIC3U\Shceh\1Ia326 0EMf1-tl 9/141M1'11043 AM GAB • /4 F A' REMOVE 133 SY D CONCRETE Q REMOVE SHRUBS—", PROTECT TREE,SEE DE i'�AILK/131.06_z LOT 2 j LOT 3 2205 EAST LINCOLU WAY 2305 EAST LINCOLN WAY @ T \—LEAVE EXISTING FIRE PROTECTION IN PLACE FOR FUTURE USE. > REMOVETREES in REMOVE TREES o REMOVE TREES T T < < < < < < < < —ABANDON WATER SERVICE AT EXISTING MAIN cu c u C L CL,--c" 'ou oj 10-- —'o ro `0 El- Eli E, EO Eli EU Eli El EL EU EU E- SHEET 2730 FORDO P-0.BOX 668 REA HUNZIKER&ASSOCIATES 20 40 AMES,IOWA 1011111 0 BOLTO 2105 EAST LINCOLN WAY HORIZ.L —- 1 51 5)233-6100 REA C1.03 9[InIt-&Wa 1—2017,All Rlgh.Reserved SCALE FEET Email:A�les@bolton-menk.com \\.m.,4\1,\HUNZI\AI3114326\�D\C3D\Sh� \114326 DEh`0.dg9/l4/201710;43Al,1 & ME NOR www.bolton-menk,.coni GAB REMOVALS REMOVE 38 LF RETAINING WALL EXISTING RETAINING WALL TO REMAIN REMOVE 41 LF RETAINING WALL \\—REMOVE 175 SY OF PAVEMENT REMOVE 40 LF RETAINING WALL REMOVE 149 SY OF PAVEMENT REMOVE 9 SY OF PAVEMENT— EXISTING LOADING DOCK EXISTING BUILDING 10 20 2730 FORD p x 668 REA HUNZIKER&ASSOCIATES I.,T A aoic, BOLTO m[s,FOWA05 60 HOR12 I'm Ph—,J515)233-6100 2105 EAST LINCOLN WAY L REA KATE FEET C1.04 MI.,1�2017,AN fthll R­0 \W�,4\1,\14UNZt\A13114326\CAD\C3D\Sh�t,\114326 IXMDd,9/141�17W43ANI & MEN K GAS LOADING DOCK REMOVALS J — — — —.— — } j � :'-�__-,--930-,.. _-- - r - _ ..,._- �_.s.ez .^Y.:i-„ .v*:,+ ,.: ,�_e-..-,...�...z-,..:._:..;...:x:L i-,.,•4.�x. . .:.:L._-?h,.;'.;w�_u�rc�..c,�=,,,,z-r-i. ?=I=w I \� � - - -- STABILIZED CONSTRUCTION ENTRANCE Z-- o. E — -.- _[c --- cl - - ... -LPERSUDAS9040.120 - ----,. -. ., -- - - „ J ^. 77 I I \r 63 F ^ , I i,... ... t .r. \ - u., 5. m .. I 3 , w „ ------- --- ------ r ,w / z „ 3 j 4` _- '\ NOTES: --1. HAZARDOUS MATERIALS NEED TO HAVE SECONDARY CONTAINMENT MEASURES IMPLEMENTED THROUGHOUT CONSTRUCTION. CONCRETE WASHOUT. .-�' ^'+ - `''` '- , � -', r .. .� . .r _ -___�. ' 2. TRASH MUST BE DISPOSED OF IN TRASH RECEPTACLES.RECEPTACLES MUST BE PER SODAS 11.050 `.�` : - 936 „`9''� r I-----{---!--- /. ' EMPTIED AS NECESSARY.THE SITE SHALL BE KEPT CLEAN AND CLEAR OF LOOSE r l M r" --1--L TRASH THROUGHOUT THE DURATION OF CONSTRUCTION. w j 3. SEDIMENT SHALL BE REMOVED FROM THE DETENTION POND AFTER ALL UP-SLOPE AREAS ARE STABILIZED. \\ w U _ y� F i z L I j< r 'A_ I Is r I 1 G I i I , I PROPOSED BUILDING t i r/ EXISTING BUILDING / I F.F. =937.50' I }� F.F. =941.64' R LOT 1 e 4/ LOT 2 LOT 3 2105 EAST LINCOLN WAY ° r� 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY r , 1 1 1 r I / < r , p I 936 F= r' ✓ it LEGEND r SILT FENCE DITCH CHECK _ INLET PROTECTION EXISTING CONTOURS ,vim v;. '� -� I v vv vC PROPOSED CONTOURS - - � w I �- v � ;' ., ;' DRAINAGE FLOW ARROW s Q9 BMLl ®N «' HUN ZIKER&ASSOCIAT ES SHEET 0 20 40 2730"ES,IOWAO50010668 REA HORIZ. Fhone:(515)233-6100 AREA 2105 EAST LINCOLN WAY C 2 1 I.H.Ames@bolton-menk.com FRoIlo � 'Inc2017AlR,hbRt d SCALE FEET wvw.bonon-menk.com EROSION CONTROL \\a—s4\h\HUr'.ZI\A33114326\CAD\C3D\Sil e11\11431E_EROS.dwg9/14/201730;43AI.1 GAB p — — — 93E i -.COI NOTES. HAZARDOUS MATERIALS NEED TO HAVE SECONDARY CONIIAINRAENT MEASURES IMPLEMENTED THROUGHOUT CONSTRUCTON. 8 /J 2. TRASH MUST BE DISPOSED OF IN TRASH RECEP-IACLES.RECEPTACLES MUST BE EMPTIED AS NECESSARY THE SITE SHALL BE KEPI CLEAN AND CLEAR OF LOOSE TRASH THROUGHOUT THE DURATION OF CONSTRUCTION. i 3_ SEDIMENT SHALL BE REMOVED FRONA,THE DETENTION POND AFTER ALL UP -SLOPE AREAS ARE STABILIZED. �9 { I i I I 4. THE DETENTION POND SHALL BE THE FIRS AREA GRADED_ MH 21 5_ THE STORAGE CAPACITY OF THE DETENTION POND WILL BE VERIFIED BY " I AS-BUILT SURVEY.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PONDS HAVE SUFFICIENT VOLUME,AS DESIGNED,PRIOR TO PROJECT LOT 1 CONCLUSION. �\ 2105 EAST LINCOL AY � 91s _ I ?a LOT 2 LOT 3 % �� 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY 90 \. A. it 20 0-Y 10R ELEV DETENTION POND \ : POOL ELEV.=898.00 �� ., 915 —� — -- — — — I— —I'-- 1-P' — =t ------------ - ------------ ------------- L j 100-YR ELEV 903 47 �'�, ''IN - —� � •' h 1 '- 889 910 893 FE_i y/ ' — $ q - f SUBDRAINOUTLET i k 6 STM ZINSTALL CLASS E REVETMENT -INSTALL 166 TON CtASS'f REVETMENT - — — -- _ -- REFER TO D€TAIL H/G705 ---- A-F2'DEPTH/" - i` I / SUBDRAIN OUTLET '—INSTALL 28 TONS -_.[.LASS_£REVETI>z1ENlA7-Off-DEPTH --- _.. _..-- LEGEND - 0 SILT FENCE DITCH CHECK &r INLET PROTECTION EXISTING CONTOURS LINCOLN WAY -- PROPOSED CON, DRAINAGE FLOW ARROW t30LTON nso FORD ST vo BOX 10 nEA HUNZIKER&ASSOCIATES Hee 0 20 �10 AP- SIS)2OWA '3610 Ho�iz Pno,e,IsT J/ -sloo M - MENikarA 2105 EASTLINCOLN WAY 1 r-:er r oit SCALE FEET Emal A les�twito enkmn _ »,-.IDita Enk-o,n EROSION CONTROL ��i4\ HUt1\Ais-.�'�2o\C,CC1D15 -lcd2�e4 Cdw,9,1-r.'2 if a�7:A.� - GAB Mt1 I i , � v / /z/ FL \ ) v I i v , _+ �� ��, -. - - NOTES: 1. HAZARDOUS MATERIALS NEED TO HAVE SECONDARY CONTAINMENT MEASURES IMPLEMENTED THROUGHOUT CONSTRUCTION. 2. TRASH MUST BE DISPOSED OF IN TRASH RECEPTACLES.RECEPTACLES MUST BE i EMPTIED AS NECESSARY.THE SITE SHALL BE KEPT CLEAN AND CLEAR OF LOOSE © _ ' TRASH THROUGHOUT THE DURATION OF CONSTRUCTION. 3. SEDIMENT SHALL BE REMOVED FROM THE DETENTION POND AFTER ALL UP-SLOPE AREAS ARE STABILIZED. 4. THE DETENTION POND SHAH BE THE FIRST AREA GRADED. 5. THE STORAGE CAPACITY OF THE DETENTION POND WILL BE VERIFIED BY AS-BUILT SURVEY.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PONDS HAVE SUFFICIENT VOLUME,AS DESIGNED,PRIOR TO PROJECT CONCLUSION. 1 1 � 20205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY o 9zz 1, J -g15r =------ -------- ------ _ I —jo - - 905 — Ali O i t i CLASS E(tEVETMENTr+� INST,9LL-166 TON C SS-EREVETMENT o€�AI �Grs - -- '_flEPrH ' -c s L i II s j s a ,7i I EL -- -_� -:� - -- — - --- _-_ -. ,._. LEGEND C.- SILT FENCE DITCH CHECK ' -_.--- - INLET PROTECTION LINCOLN WAY - = - - - -- _ s EXISTING CONTOURS PROPOSED CONTOURS t 1. in DRAINAGE FLOW ARROW LTON2730 FORD ST P.O.BOX 668 - REA HUNZIKER &ASSOCIATES SHEET o zo ao hoEe: lowA so010 610 2105 EAST LINCOLN WAY HORIZ. Phone:(5151233-6100 — REq C2.03 Email:Ames@boiton-menk.com —} .solmo2 m-1,in,2017,An Rlghts Rem d SCALE FEET www.bolton-menk.com —_� EROSION CONTROL \\am,4\h\HUNZI\A13114326\CAD\C3D\Sheets\314326 ER05.d,g9)14/201710.43AM CAB J N E.3e.'ss" -� 777777 -77 FUTURE „ , t Z - - -- ; - EEVAtr tocnnor un,oi 1 „. i-/ -- - - r. /},. 1 / ,'` s„s';, / S [WALK4"PCC 1 / SI i ti / „ 1 1 10 X 101 � 1 TRASH ENCLOSURE - f" (3)PARKING STALLS-� _ 19'X 9'(TYP) ,, A RETAINING WALL i HANDICAP ACCESSIBLE STALL - �..,� / 7/7 L_ J OVERHEAD DOOR-/ I '-OVERHEAD DOOR _ LOADING DOCK-' 1 I �/� ANEW DOCK DOOR 1 12' / I PROPOSED IBUILDING /''� EXISTING BUILDING 18,200 SF ® 1 j LOT 1 i / LOT 2 % -- LOT 3 u, " 2105 EAST LINCOLN WAY 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY 65' 12s' 1 31 8� / 1 / \ \ t \ 4 4 \ o zo ao BOMON2730FORDS A,BOXbbS �E`'_ HUNZIKER&ASSOCIATES SHEET 2105 EAST LINCOLN WAY �� O H)tIZ Pl o ES. Si5I 23 0100 - - BAWREA 1 MENMem it 1E5 �Ikao�monk.om — - GEOMETRICS SCALE FEET :av:.boit mmenkcon __ - GA6 r Is; y I � x, LOT 1 ; LOT 2 LOT 3 2105 EAST LINCOLN WAY i 2205 EAST LINCOLN WAY E 2305 EAST LINCOLN WAY I � i r r I DETENTION POND i -`.- L---------- ------- I-- j i - --------- IL 100-YR FLOOD ELEV.� f --------------------------- J I I I I I r >r I ----------------------------- I I i I x. n--._— r` �T — LINCOLN WAY z730 FORD ST,P.O.Box 66E ' `< `eEA HUNZIKER&ASSOCIATES SHEET 0 20 40 BOLTONAMES,I..A 50010 I Foaz Phone:(sls)zs3-61o0 — T oREq 2105 EAST LINCOLN WAY C3 02 Email.Ames@bolion-menk.com -- RmlooEri t:.Ine.2o17 AnRi ht,F— ed SCALE FEET - --bolton-menk.com ____ _� "" GEOMETRICS \\ames4\h\HUNZI\A13114326\CAD\C3D\Sheets\114326_GEOMA,g 9111J2017 3 13 KA r GABl n\ i 1 1 , \ F I 1 t I 1 LOT 2 LOT 3 - 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY I 11 -----------------------i---Lj — ——————————————————————————————— ---------------i LLJ I I - I � i ---------------------------------------- Q 11 I I I 1 I 7 MATCH EXISTING SIDEWALK—' LINCOLN WAY 2730 FORD ST P.O.BOX 668 _ REA HUNZIKER&ASSOCIATES s"EE7 O 20 40 AMES,IOItiA 50010 HORIZ Pn 1e:(51S)23 6100 — — R 2105 EAST LINCOLN WAY C3 03 FAZ },;:.; F(ALE FEET En ei,iAv..b@b.1tr�enF:�m IF.- REA _ �` GEOMETRICS GEG.1 ern GAB �., — -- -- --- — -- �, - .. ___� . .ter_. _ .,. ,,,... ____�___:.r�—L_.._..__.. .___.r..0 J.ia+--.0.. .,..,..n".1..V Sc, _F+, F1, t�{C .._. .. - - _ _ ___�_�. -�cL�b'c+l:-« ..,rr.�,.;Y.... .�,.,A-�'.-. .,_*z, .:."ram`Fes-. �,.,v u�F?y�rr.-,+,u�`��aa_ -.!t�e+rs-=a;+4t1L..�.�.,.L___�=_.�_� ,-�.�u-�..__" -- .' 930_ ,._ ,.- 6� ,- _,_..,.. 1P ------ --- ---.. - ----.- _-... ---eon® _ G / T� -------------------�__ M I -,r - g y ie 940 941 �o- � � ��r>,� TIE INTO EXISTING RETAINING WALL� / _ � TOP WALL-941.54' �"'�; �; BEGIN RETAINING AHALL TOM WAIL 937 7. x - 93 82 OT .95 _ BOTTOM WAIL 93�71 � m s A Lr_ fi 935 :END RETAINING - , n. / � � I TOP WALL-94L19' - r> r BOTTOM WA l=939. 1' hv, END RETAINING WALL ELEV.-934.77 „ TOP WALL=937 50 �BOTTOM WALL WALL" 933 50 � A 1 L �ND RETAINING IVJAII ti N 1 o a E ,40.97` -- - - � ET'J 1 TOP WALL=941.64' ' I 1 PROPOSED LOADING DOCKS I� BOTTOM WALL=937.64' _ BUILDING F F.=93T50'DOCK FG ELEV.-933.50' I PROPOSED LOADING DOCK BUILDING F.F.=941.64' i J > 1 I DOCK FG ELEV.=937.64' PROPOSED BUILDING EXISTING BUILDING n F.F. =937.50 � 1 F.F. =941.64 %--; ?1 I �( LOT 1 �� LOT 2 LOT 3 2105 EAST LINCOLN WAY ',� 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY CONSTRUCT STEM WALL 33 m - ON EAST WALL OF NEW BUILDING I _ TOP OF WALL 941.00Xx P , n 1 r 936 », MH 1 IIFF I 910 1 I _ 1 r � \ — — ',� NOTES: 1. RETAINING WALL DESIGN SHALL BE COMPLETED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF IOWA, 905 \` \` \� � 9�8 �� � � �r - /2. DESIGN SHOWN IS FOR ELEVATION REFERENCE ONLY. o zo 4o Phone:(sST,. OX6 REA HUNZIKER&ASSOCIATES SHEET HORiz" - RE' 2105 EAST LINCOLN WAY 2�30 FORD ST,P.O.BOX 668 ` & MENK A c4.o1 Email:Ames@bolton-menk.com C,oouon&M NI-1,ou.2on,All R��hls ar:errEn SCALE FEET www.bolton-menk.com I �"'i" GRADING PLAN \\ames4\I\HUNZI\A13114326\CAD\C3D\Sheets\114326_GRADA,E 9/15/2017 8 S0 AM GAB I i �• 936 i n F ' :: '. �\ •�. •% ♦ 1 �� � � �. •. � � I ��� � ��� - i - NOTES: •�� �V �� �` �\ • 1 ���� ���� ��� �/ -- 1. THE DETENTION POND SHALL BE THE FIRST AREA.GRADED. r , 905 - A� - �, 9� �v i � �� � _- 2. SEDIMENT SHALL BE REMOVED FROM THE BASIN AFTER � 3. THE STORAGE CAPACITY THE UP-SLOPE 1 /J . `•.-- f. � � �` - i, ,,, AREAS ARE OF THE DETENTION POND WILL BE VERIFIED BY AS BUILT SURVEY.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PONDS HAVE w SUFFICIEN?VOLUME,AS DESIGNED,PRIOR TO PROJECT ,• / j �, / ; I �� j j I - CONCLUSION . LOT ri 2105 EAST LINCOLN WAY I -10 LOT LOT 3 1' j 9� \ ,\ EAST LINCOLN WAY 2305 EAST LINCOLN WAY - i -90 �..� 9-1D 1 1 92S I 1 _ DETENTION POND j. _�,�.� 92T, POOL ELE\•'.=898.00' � � A �pe�,' A \ ----�---------- - - --®III-----L-1--- ��-------" -------------------- ---------------- 100 YR ELEV. 903 47' G 889 — i00-YR FLOOD ELEV '-F 1 '1 H93905 OS i 1 ' 900 - _ _ �i. �. a .� -- 1.500n--. - -- -- - N 925 ) -- - -- ;CO 4 j�— ,� `I i�� - .- — _ - c, - 1 Soo/-- FES2 0 - 905915 MH 922 921) LINCOLN WAY "'A"" 730 EORC S7,P o.BOX 669 aEA- HUNZIKER &ASSOCIATES ,tieeT 0 20 40 AMES,IOIVA 50010 Ho 2 Pnone(515)2336700 A 2105 EAST LINCOLN WAY SCALE FEE': £n a t.Ames@b Ilon menk Caro - GAB IL 5 OAF C4.02 GRADING PLAN 6A8 x MH 1 i FF= i E NOTES. 1. THE DETENTION POND SHALL BE THE FIRST AREA GRADED. - t 2. HE BASIN AFTER '/✓/ ," SEDIMENT SHALL BE REMOVED FROM T i THE UP SLOPE AREAS ARE STABILIZED. �� sF - - _ 3. THE STORAGE CAPACITY OF THE DETENTION POND WILL �� C ���� BE VERIFIED BY AS-BUILT SURVEY.IT WILL BE THE Q,J�s � I ��© — - CONTRACTOR'S RESPONSIBILITY TO ENSURE PONDS HAVE I I 'v T M - ` SUFFICIENT VOLUME, E AS DESIGNED,PRIOR TO PROJECT -C T CONCLUSION. H2 i � LOT 2 LOT 3 ---- - - 2205 EAST LINCOLN WAY - 2305 EAST LINCOLN WAY szo ' LLj ��.. ---_� I 9 t� - L.•_ - --_ - ----- ---- _ _. - - Q t �p - - _ gz$ t - t�_ ti_i��--= -° ------- ----=----- -- --- ---- _ ----- - �- � O �p 9 I I I —�L � g25 o X l I yam, J N 92 col : t _ 925 9 I - I l \ <31 -< < -<— < �,<--<" < < <- < —< -< < -��cJ 2a ��as9a, c x.e E dN' G i ESDE IS o P 9�E e I 1� I/I t 7 i w I ov--- o�d a., ou —. Fo _—_... E .-..- _ —EU --_ EU EC —_ —E.. EU EU E _ EUT— - — U iEl LINCOLN WAY i i REA HUNZIKER&ASSOCIATES SHEET ��O N 2730 FORD ST,P.O.BOX b68 ` REA o zo ao h nes,IOW515) so610 2105 EAST LINCOLN WAY C HORIZ, & M E N K Phone:@b.1 o -e1 REA 1.4,03 Email:Ames@boltonmenkcom oouo°&MeN:.m�-zm7,atta�gn�s eeserv�a SCALE FEET wwv+.bolton-menk.com """1D GRADING PLAN \\ames4\h\NUNZI\A73114326\CAD\C30\She U\319326 GMD.dwg 9115/20178:50 AM 'GAB r -- - - - - -- - - �- -------- - - - --- - ---- ----- --- ----------------------- ----- - r _. f 937 3 9 936 940 - 936 ~ 93 v \ -- ... 77 r IN1 IN 2 i SW-S1 Safi-Sll N 1 PG:-51 i FG.933.22 1 FL.928.86(18' Out-S I �� FL 929.36(15")Out-E 1 FL:928.96(15")In-W L _ PROPOSED BUILDING EXISTING BUILDING F.F.= 937.50' 9F i' F.F. =941,64' { LOT 1 %; LOT 2 / LOT 3 2105 EAST LINCOLN WAY 2205 EAST LINCOLN WAY �� 2305 EAST LINCOLN r� tV'i H 1 _ . 51-940.S5 48 j F �V: •... - �� t, i FL:928.99(18")In-N 936 I I FL 927 61(18 )Out S _ - ' NOTE „ i 1 / \�� �, '.� \ Fir \ / ; f/ 7CO • - , CONTfiACTOR SHALL SUBNilT TRENCH DRAIN SHOP "CLEAN OUT-TYPE Al' - / // DRAIs INGS O THE 01R+NFR AND EPJ6INEER FOR APPftOVAI FG 911,50 A \ 'i0 S,OR ELVER E,aSEMERT _ PRIOR TO CONSTRUCTIONFL:89814IV)Out-S 0 20 oa 3D�OfloSS7,P0.BBOXX668 eed- HUNZIKER&ASSOCIATES SHEET �%J %J "' 2105 EAST LINCOLN WAY C5.01 ftEa H..qt � ENKE 1 A Ph—sEb hlto 3 —k c— — - SCALEFEET m•F.....bolt�n menf.com _ STORM SEWER �Fi :4=2 _.i.;nhh : GAB { I I MH 1 I SVV 401 N 48 ' j FG:940.55 � ,�� ,� - - I '✓ FL928.09(18")In-N ✓ , FL:927.61(1s")our s 936 1 l v' i r Col "CLEANOUT-TYPEAl" �R - FG:91150 �40'STO Ia,LSEWER EASEMENT _ - FL.898 14(6")Out-5 r, f NT @J � I 910 OS v ry - ). goo ,, ` \ I � 1S L v v _ Qr— r" < f'. �. � � �V � �_`,�_ �_� �. `, � � � \V` � �;...'.• A € I SW-401 N 48 - , LOT 1 y \ v y FG:931 12 \ I ,} �� V -V �' _ I - FL912.61(18)In-N �.... x 2105 EAST LINCOLN WAY y,\ I Out - FL:slo.00 18 so { LOT 2 LOT 3 y y 2205 EAST LINCOLN WAY 2305 EAST LINCOLN WAY _ r a °o �� 1 25 •':-.� ?-: '.:in I m F `�•� \� \des '� `\ \\ tl _�?I—__.____—_ j---I.-�t�_--I~ 1 T -\70 =�A�:�' -_� €... : 'f' - ^, STORM SEWER EASEMENT ..-� 1 I I I 50' OS-1 �, - DETENTION POND 100-YR FLOOD ELEV. �905V ' POOL ELEV.=898.00' `,.A?, A > _� �_ -y,.... LJ__._� - --- --- ------ -- -------- ------- .- I V`,,�� ��-� -_. ���... ,tom_--.�� 915I - -- -,� SW-513 N(5'X5'INNER WALL) i�� 7 100-YR ELEV.=903.47 V �,. ���A �A �� _ -- FL:898.00(15')In-NE FES 1 d FL:897.23(24")Out-SW - - \ \, \ .�` ,_ 10 - 18 FES-N 36 x 72 ,.FL=898.00' �. �.\ - -_ -- FL:905.00(18")In-N -- - =\ \ FL-902.00 --- \ CO 2 ,:CLEAN OUT-TYPE Al ELL) END ANCHOR -'._ -- FG:904.93 � !. i I ti"•• �- inn ------ � t 905-- h SEE DETAIL F ON SHE�T� FL 897.09(6)Out SW 898 TM- i� ' s',j'•1< { 1`j `i',. FL:897.59(6)In N 5 - - ----- —_ -90 -- :'m r, ,s. Akli ,:+, k''r __ _ _ ----- 925--- �', 900 -- —--_- - -, 1 I --- - 9226 - 923 -_ 924 _ - (0 922 INSTALL ANTI-SEEP COLLAR .... -_-®`® _-------=- .� ...`I, _.- \ --- --. 3Qda `` SEE DETAIL E ON SHEET G1.04---- ---_--___ - -. 905 =� \j.- '1 `! •11 - - _-_ _- - T -..- s 921 68'b''PERFORATED -- -. 1_. CONSTRUCT OUTLET i�...... - _ --- ., -- 905 ___-_ -- ---- _ ---- ..—_--.. CONST UC SUBDRAIN -- ---- - -- — — \� - - PER DETAIL I ON SHEET G1.05 1��- � - - _ - \ - ---- _ - - __ _- -------- ---- � 0i7 "CLEAN OUT-TYPJA1 I I CO 3 —� FG:904-50 F.L. 897.00 "CLEAN OUT-TYPE Al" FL:897.30(6")Out FL:897.09(6")In-E , CONSTRUCT SUBDRAIN OUTLET FE52 FL:897.09(6")Out-SW - PER DETAIL ION SHEET G1.05 ------= 24 FES-N 48x72JNE - T- .. 1 - 1- -.i, I• -- _..i. FL 897.00(24")In- '< �� �. - - E, r C - _ LINCOLN WAY = 2730 FORD ST,P.O.BOX 66B `REA HUNZIKER&ASSOCIATES SHEET 0 20 40 AMES,IOWA 50010 HORIZ, Elm—(515)233-6100 --- i- REA 2105 EAST LINCOLN WAY !^C 02 Email:Ames@bolton-menkcom l..J '.u"iw"s MeO,In<.2017 An eI,hes Reserved SCALE FEET www.bolton-menkcom STORM SEWER \\ames4`I\HUh71\13114326\CAD\C3D\ShE tS\314326 STRM dv� E 9/14/201711:16 A11 GRAB J - - -- --- __-__ - �o -- --- - - --- -- - --— - All i w� w s i ,ram. •`.a .ram .... "� ;� ... � .�,,;, �`' _ - _ —— _ j i i INSTALL6 X6'X2 TEE _ 1 6"FIRE PROTECTION VALVE 5 i _ 1 2"DOMESTIC VALVE 1 F.L.=932.50—�\ 1 1 { F.F. = 937,50' 1 ssWRcoi 1 4 Cleanout i A R=932,98 1 1=932.38(6")NW '1 1=932.38(6")S f � o 0 a - t: 1 SSWRCO2 �,a 2E — ' 4 Cleanout < 1 i 1 1931.05(G")N j 1 I-931.05(6")S tO I i -N05 E. ! EXISTING BUILDING SERVICE ENTRANCE LOCATIONS ARE UNKNOWN.CONTRACTOR z } d SHALL POTHOLE TO FIND EXISTING SERVICES AND NOTIFY ENGINEER/OWNER OF LOCATIONS PRIOR TO INSTALLING NEVJ SERVICES PROPOSED BUILDING EXISTING BUILDING _ ���� 2730FORDST P_&BOX 668 — REA HUNZIKER &ASSOCIATES '"EE' o zo ao hones OWA515)2 3610 2105 EAST LINCOLN WAY i^6 0� H Kicmilli Phone I515)23 00160 1. &.- n zc o z r--se SCALE FEET Emn f Amast.?bolton menk.com --- --- Rut, ,a.v.bniton rnenksom UTILITY PLAN GAB en ..�zt.�o.�_z v;,-� . i PROPOSED BUILDING EXISTING BUILDING D L 8"45'BEND (. MH 1 a AND 8 6' REDUCER /� CROSSING _935, OAP OF STORM 927.28'�� J '7,0 r 9� - INSTALL FIRE HYDRANT ASSEMBLY FG=939.87' a i INSTALL 8"GATE VALVE r CONNECT TO EXISTING STRUCTURE-(23 � � I '•� •,.. I s CO 1 \ 5 - SANITARY SEWER SERVICE, V ) i � \ W R-938 15 � , ' �, � 1�� 1�6, ,T - 910 o i r y 1=929.71(6')N 8 I y ,� ��. - -� " I 29 71(8"}SE I ��y 0 I \ � i s 9 CROSSING - i 905 �,.:. ?S ,.SANF.L=929.63' ��� --.'b - �� I,INSTALL8"X2"TEE r TOP OF STORM- 928.69' - r WITH 2"SERVICE VALVE! .j J' - 990 �0 /1� SSWR MHI, L D -301 N 48 �3�, -INSTALL 8"45`BEND^ : -. ,-; '� "" v� ,.•" \ MH2 SW-307DROP STRUCTURE f - - - It 1=929.05IV')NWT i 15I _,: � 9I - ! @� 1 -- WATERMAIN LOWERING - - - - S I=933.60(6')NE t I I z SANITARY F.L.-934.10' - i LOT 1 o \ =923.42{s '.� TOP OF WATER-932.60'- 2105 EAST LINCOLN WAY — os vI I SSWR MH 2 \, t \ 7 _ � -- a _ i i � 5W-301 N 48 - r"/ ��00 A A ",� A _ - i SW-307 DROP STRUCTURE y \ R=924.19 LOT 3 ,lo's TARvSEWER �; i 191s58(8,)s 2305 EAST LINCOLN WAY ENT - - I 58(8 _ I � \ �I�O'WATER MAIN-. - EASEMENT t . DETENTION POND P �_ + - -- - -'- i -- - -- - -- ----- - --- ---- ------ OOL ELEV.-898.OD :� _ i --_ r..,Z- -- -- - -- - 100-YR ELEV.=903.47 _ - _ ------- - - z = - t - y , I 100-YR FLOOD ELEV. lo \ - ---- --1 889 I} 893 m; y , I 90 r._ s CO -- m , , ' I 900 1 ' ` J SSWR MH 3 FES 2 \ L '' - - - SW-303 N 48 y_• .ay\ -- _ --- - 1 C� _._ it \ — R-911.73 i _— LOT 2 - - -- — -- _ r i � � — — 1=904.50(8°)N �' ( ' — 2205 EAST LINCOLN WAY -__ - — — --- - - u 1=904.24(10")E - - _ — 1=904,24(10")W CONNECTTOEXISTING WATERMAIN WITH TAPPING VALVE AND SLEEVE - —- P N INSTALL 8"GATE VALVE - - - — - Fo -. -=---_ F_- E`NOTE: - - 1. EXISTING BUILDING SERVICE ENTRANCE LOCATIONS ARE UNKNOWN.CONTRACTOR -- - . - -- - - SHALL POTHOLE TO FIND EXISTING SERVICES AND NOTIFY ENGINEER/OWNER OF LOCATIONS PRIOR TO INSTALLING NEW SERVICES. r` i LINCOLN WAY 2730 FORD ST,P.O.BOX 668 � _ eea HUNZIKER &ASSOCIATES SHEET 0 20 40 nMES,IOwA 50010 2105 EAST LINCOLN WAY HORIZ. Phone:(515)233-6100 — REq C6.02 t,Bolt-&tl at.me 2017,All Rghts Reserved SCALE FEET Emawwmes@ ofton-mmmoo. I ''-l' \lames4\h\HVN21\AI3114326\CAO\C30\Sheets\114326_,UPLdwg9/20/20173.27PIA GAB UTILITY PLAN J� REQUIRED LANDSCAPING AREA,SEE NOTE 4,lC7.04 1 _ o r_ I I I .; » - /' I 1 1 t= f :., PROPc7 BUILD'NG ./ E%IS P-1 BU,L1'IN_' T 2 0-3 X' 21M EA _'NCOLN WAY � � 2205 NCOLN o%AY / .305=AST LINEOLN WAY E SHEET c7.02 — — — — — — — — — — — — � 1,I —— — — — — — — — — —. — —I— iS 4 t-\-- E—XIS—ING— — — — — — — — — — — — — — —� 1— — — — — — — — — — — — — SHEET C7.03 TREES(3)TO REMAIN n I w 4 21 w 5k y I > X� — — / 1 E. LINCOLN WAY 2730 FORD ST P'O'BO 669 ('PE<, HUNZIKER &ASSOCIATES SHEET 80 At IES,IOWA 50DIOD — --- 2105 EAST LINCOLN WAY HORIz Pn esIsisl z e2oD REA SCALE FEET i . b. o OVERALL LANDSCAPING P LAN -S r i ,c27¢t;,'18— GAB 1-GT 2-PT 3-AR 3 PT ¢ _—_ . -.. _. .. �� .,, _:,� -;c _,,, :._ -:. -.-�; -�. ,�-�.: � .. -�.;;, ,.-� t max,,•`� %�>/,..00` 'Y'o 7- _ _ _ C. 0- '4 1 ( — -- — — — -- 1-GT I -- -_-.-- .; -. .�...� --__ — _._.. '-. _ gEd a , -AR r I ---F' T I� �� _ / ---i--�— -- —— ----� fF {� C - » » --1--L- u ., T - �0�17 17Z �I V I ti k , \ 1 Cam ' PROPOSED BUILDING I r j EXISTING BUILDING LOT 1 j LOT 2 2105 EAST LINCOLN WAY 2205 EAST LINCOLN WAY SHE_ =� a= --- - - - - -,�-' G -- - - - -� - - - - - - - - - - - - -- - --- -� - -- - - - - - - - - - ET C7.03 '.� I� — �l" -0C 9 SS=—9 DC- 9-SS 9-DC 9 } SS J 5-PO 5 FM 1 OAM 1-M 5-PO 5-FM 3-PO ' . �- �' 3-CSC A 5 5 PO 5-FM 3 C 9-SH'� 9-SS 6-SH { 3-CS / SH 9-KF t3,VL Y 3-CA `� e{v °.°{° wh OREA HUNZIKER&ASSOCIATES SHEET B O LTO N 2730 FORD ST,P O BOX 668 REA 0 20 40 h.—AMES IOWA 50610 REA 2105 EAST LINCOLN WAY HORIZ. & M E N K Phone:ISSSI233menk REA C7.02 Email:Ames@bolton-menk.com Boltonh\HUN7Inc 114326I AD\0e5hry i SCALE PEEP anew-bolton-menk.com "GAB LANDSCAPING PLAN \\ame:4\h\t{VN2i\A 13114326\CAD\C3o\Sheets\114326 15C{'.dwg 9J2]/ZD3�2:18 FM I SHE L"C 7.0 2 — — — — — — — — — — — — — — — — —1:— — — — — — — — — — — — — — — — — — ' / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �1 �° /. T _ \ 9-DC —9 SS DC 9 SS -'-9 DC `\ � 5-PO—�5-Five 5-PO 5 FSv1 5—Po S FM 3 P i --l.. ----5 CS 5 CS i Af CA 5-FBA S..pO 5 FNi V l � �� 9 SH 9-SS 6 SH - -- �� �3Ck {{ 9-SH� 9-SH—T 5-Am, 9 PV—� r - - -- - i i 3 VL \ t VLF s F _ \ 9-KF r-SS S `\F �' 5 KF 4 PVC—% 9-SH �5-CS V �9..SH �5-�lVi -PV 5 cs - .. ,, -------- . .. , 3 CR M 1 ri, t I- - ��. 1 l i t _ - - _- -t7-- 2 \ — - �i-Tc - I - -- - t �� -AG - !. 1-CC--t 2_A� E. LINCOLN WAY 2730FORD S1 P.o.aox Ass Per, HUNZIKER&ASSOCIATES SHEET 0 20 40 = -- Ar ISIS) sooio H.�j7 ph.-{sss 233 szoo — Reu 2105 EAST UNCOIN WAY SCALE FEET Emati:Antes��btslt .- enkc�m _ �w•boa,o ,enE�nm "" LANDSCAPING PLAN GAB MASTER PLANT SCHEDULE -TREES &SHRUBS --DO NOT CUT LEADER EXISTING GRADE SOIL RIDGE TO HOLD Qty. Sym. Scientific Name Common Name Unit Size Rep Characteristic WATER IN BASIN. Oversto Trees 4 CO Celtis occidentalis Common Hackberry EA 2"Cal. 40-60'mature hgt. 3 ,QB Quercus bicolor Swamp White Oak EA 2"Cal. 50'-60'mature hgt. 4 ITC Tilia cordata Littleleaf Linden EA 2"Cal. 50'-60'mature hgt. 5 PT Populus temuloides Quaking Aspen EA 2"Cal. 35-45'mature hgt, 5 !AR Acer rubrum'Autumn Spire' Autumn Spire Red Maple EA 2"Cal. see plan 45'mature hgt. NYLON STRAP GUY ASSEMBLY 3 GT Gleditsia triacanthos f.inermis'Skycole'Skyline Skyline HoneVlocust EA 2"Cal. see plan 35-45'mature hgt. -- � SOIL BACKFILL PER SPECIFICATIONS Ornamental/UnderstoryTrees -ON 2:1 SLOPES OR GREATER,DO NOT CONSTRUCT 3 AG Amelanchierx grandiflora Cole's Select Serviceberry EA 1.5"Cal. see plan Multi-Stem THE UPHILL HALF OF THE WATERING BASIN. 3 CC Crataegus mollis Downy Hawthorn EA 1.5"Cal. see plan /1� —STEEL POST NOTCHED OR �1 PLANTING ON SLOPES DRILLED FOR GUY WIRE, 1 M SCALE:N.T.S. Deciduous Shrubs LD USE 3 GUY ASSEMBLIES FOR 9 CA Corylusamericana American Hazelnut EA #2Cont. see plan q= _ EVERGREENS C H - C7 jl` 23 'PO Physocarpus opulifolious'Seaward'P.P.#14,821, Summer Wine Ninebark EA #2Cont. see plan o w 26 1CS Cornus stolonifera'Farrow'P.P.#18,523 Arctic Fire Red Twig Dogwood EA 112 Cont. see plan a ^> 4"TREE TAPE ON PROVIDE 3"DEEP SAUCER AT EACH SHRUB 9 !VL Viburnum lentago Nannyberry Viburnum EA #2 Cont, see plan DECIDUOUS TREES 3"DEPTH MULCH AS SPECIFIED,KEEP 13 'AM Aronia melanocarpa Black Chokeberry EA #2 Cont, see plan 3"MULCH DEPTH,PULL BACK MULCH CLEAR C6 TRUNK 4"FROM TREE TRUNK �p�3/��pl 34 FM Fothergilla'Mount Airy' Mount Airy FothergiIIa EA #2Cont. see plan d AMENDED SOILY AS SPECIFIED 1 �W 6 CR Cornus racemosa Gray Dogwood EA #2Cont. see plan Ornamental Grasses Y SOIL BACKFILL PER SPECIFICATIONS 31 PV jPanicumvirgatum'Shenandoah' Shenandoah Switchgrass EA #1Cont. see plan 3'-4'mature hgt. 27 KF Calamagrostisx acutifolia'Karl Foerster' Karl FoersterGrass EA #1Cont. see plan 3'-4'mature hgt. -REMOVE TOP 1/3 OF WIRE BASKET N 51 SH Sporobolus heterolepis Prairie Dropseed EA #1 Cont. see plan 2'-3'mature hgt. AFTER TREE IS IN THE PIT. /7 43 SS Schizach rium sco arium'The Blues' The Blues Little Bluestem EA #1 Cont. see Ian 3'-4'mature hgt. REMOVE TWINE,&PULL BURLAP Y P p i FROM TREE TRUNK 27 DC Deschampsia cespitosa ITufted Hairgrass EA 1#1 Cont. see plan 2'-3'mature hgt. - -NOTE:SET TOP OF ROOT BALL O.C.SPACING PER PLANS J.LANDSCAPE REQUIREMENTS F1 TO 2"ABOVE SURROUNDING 2x ROOT BALL DIAMETER FINISH GRADE LOT 1 2 TREE PLANTING DETAIL 3 TYPICAL SECTION:SHRUB/PERENNIAL BED PLANTING SCALE:N.T.S. SCALE:N.T.S. LANDSCAPED AREA AT PARKING/LOADING LOT(21,500 SF): REQUIRED: LANDSCAPED AREA:(21,500 SF*.10)=2,150 SF PROVIDED: 4281SF 1"BETWEEN TOP OF WALK AND TOP OF MULCH i�•' SHRUB/PERENNIAL BED PARKING OVERSTORY TREES(1 PER 200 SF OF 10%LANDSCAPED AREA): PROVIDE G'BETWEEN AMENDED f' MULCH,AS SPEC'D. REQUIRED: TREES:(2,150 SF/200)=10.8,RND TO(11) SOIL EXCAVATION AND EXISTING WALK EDGE DO NOT BURY PLANTS PROVIDED: 11 OVERSTORY TREES 6„� j ) 0 �� rV ADJACENT LANDSCAPE,PER PLANS \i FRONT YARD LANDSCAPE(300 LF): 1 ' HARDWOOD MULCH REQUIRED: TREES:(300 LF/50)=(6) 3"DEPTH PROVIDED: 4 OVERSTORY TREES AND 4 ORNAMENTAL TREES REQUIRED: SHRUBS:(300 LF*30 FT DEPTH)=9,000/1000=9*8= (72) ►� PREPARED PLANTING BED SOIL -' NOTES: SPADE CUT EDGE SPADE DUG EDGE TO BE INCIDENTAL TO PLANT PROVIDED: 72 SHRUBS — __ FILLED WITH MULCH MATERIALCOSTAND SHALL BE USED ON ALL REQUIRED: ORNAMENTAL GRASSES:(300 LF*30 FT DEPTH)=9,000/1000=9*12=(108) LANDSCAPE BEDS UNLESS OTHERWISE NOTED ON PROVIDED: 108 ORNAMENTAL GRASSES 6" PLANS LOT 2 �1 PLANTING EDGE AT EXISTING CONC.WALK K TYPICAL SECTION:SPADED EDGE � V SCALE:N.T.S. SCALE:N.T.S. LANDSCAPED AREA A7 PARKING/LOADING LOT(11,650 SF): REQUIRED: LANDSCAPED AREA:(11,650 SF* .10)=1,165 SF PROVIDED: 2605SF GENERAL NOTES: LANDSCAPE PLANTING 1. MASTER PLANT SCHEDULE:ALL TREES,SHRUBS,AND ORNAMENTAL GRASSES ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWINGS AND THE QUANTITIES PARKING OVERSTORY TREES(1 PER 200 SF OF 10%LANDSCAPED AREA): SHOWN IN THE PLANT SCHEDULE,THE PLAN QUANTITIES SHALL PREVAIL. REQUIRED: TREES:(1,165 SF/200)=5.8,RND TO(6) 2. PLANTING LAYOUT:STAKE ALL TREE LOCATIONS AND ATYPICAL SHRUB/ORNAMENTAL GRASS BED LAYOUT AND OBTAIN APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. PROVIDED: 6 0VERSTORY TREES 3. SHRUB/ORNAMENTAL GRASS GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED. ALL OVERSTORY TREES SHALL BE MULCHED TO 36INCHES FROM TRUNK(6'DIA.RING) IN ALL DIRECTIONS FRONT YARD LANDSCAPE FOR LOT 2(197 LF): AND TO A DEPTH TO 3".ALL UNDERSTORY TREES SHALL BE MULCHEDTO 24 INCHES FROM TRUNK(4'DIA.RING)IN ALL DIRECTIONS AND TO A DEPTH OF 3", REQUIRED: TREES:(197 LF/50)=3.9,RND TO(4) 4. CONTRACTOR TO PROVIDE 8"MIN.TOPSOIL CONTAINING AT LEAST 5%ORGANIC MATTER ON ALL AREAS TO RECEIVE TURF SEEDING REQUIRED AS PART OF PARKING LOT LANDSCAPING. CONTRACTOR TO PROVIDE CERTIFICATION PROVIDED: 3 OVERSTORY TREES AND 2 ORNAMENTAL TREES OF ORGANIC MATTER CONTENT PRIOR TO INCORPORATING MATERIAL ON SITE. REQUIRED: SHRUBS:(197 LF*30 FT DEPTH)=5,910/1000=5.9*8=47.2,RND TO(48) 5. CONTRACTOR TO PROVIDE AMENDED SOIL MIX FOR INCORPORATION INTO BACKFILL OF ALL ORNAMENTAL GRASS,SHRUB AND TREE AREAS. THIS AMENDED SOIL MIX SHALL CONSIST OF 5%ORGANIC MATTER INCORPORATED PROVIDED: 48 SHRUBS INTO THE TOP 81NCHES OF PLANTING AREAS AROUND ALL ORNAMENTAL GRASSES,SHRUBS AND TREES. AMENDED SOIL MIX SHOULD INCORPORATE SOIL FROM THE SITE AS WELL AS AN ORGANIC COMPOST,BUT MAY ALSO USE REQUIRED: ORNAMENTAL GRASSES:(197 LF*30 FT DEPTH)=5,910/1000=5.9*12=70.8,RND TO(71) EXISTING SOIL IF ORGANIC CONTENT MEETS THE 5%MINIMUM REQUIREMENT. CONTRACTOR TO PROVIDE CERTIFICATION OF ORGANIC MATTER CONTENT OF EXISTING SOIL AND/OR COMPOST AND EXISTING SOIL BLEND PRIOR PROVIDED: 71 ORNAMENTAL GRASSES TO INCORPORATING MATERIAL AROUND ORNAMENTAL GRASSES,SHRUBS AND TREES. 6. PREPARING SPADE-CUT EDGE AND PLACING AMENDED SOIL AND SHREDDED HARDWOOD MULCH SHALL BE INCIDENTALTO THE PLANTING BID ITEMS AND SHALL BE INSTALLED AS PER SPECIFICATIONS. EXISTING PARKING LOT ON LOT 2 (17,500 SF) 7. PLANT MATERIAL PROVIDING SCREENING FOR THE MECHANICAL UNITS SHALL BEAT LEAST 75%OF THE HEIGHT OF THE MECHANICAL EQUIPMENT AT THE TIME OF PLANTING. CONTRACTOR TO VERIFY SIZE PRIOR TO ORDERING " REQUIRED:TREES:(1,750 SF/200)=8.8,RND TO(9) OR INSTALLING PLANTS. PROVIDED:3 EXISTING TREES WITH TRUNKS OVER 12"DIA.,COUNTING TOWARDS 9 OVERSTORY TREES 8, ALL AREAS NOT CALLED OUT AS PLANTING BEDS TO RECEIVE 5UDASTYPE 1 PERMANENT LAWN MIX,UNLESS OTHERWISE SPECIFIED. o zo ao BOL.1'ON 2730 FORD ST,PO.80X 668 °` aea° HUNZIKER&ASSOCIATES sREET AOWMES IOWA 50610 2105 EAST LINCOLN WAY HORIZ. Phone:(515)233 6100 --j REA C7.04 SCALE FEET & M E N K Email:Ames@bolton-menk.com _ ?Bou°^&r`ae"k,mt.2Dn,nua�gnnxesewed wwwbolton-menkcom -""'° LANDSCAPING DETAILS \\..eS4\h\RUNZI\A3311G326\CAD\C3D\Sheets\314326_t P.dwg9/27/20172AB PM j "GAB