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IDNR_-_San_Marnan_Business_Park_PH2_-_DNR_Wastewater_Permit_-_7.21.25
Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 IOWA DEPARTMENT OF NATURAL RESOURCES CASHIER'S USE ONLY Wastewater Disposal System Construction Permit 0945-542-NPDE-CP-0570 DNR posay 32-3202 Application Fee Form Owner Owner Name: John and Dan Properties LLC Address: 7404 University Ave City, State,Zip: Cedar Falls, Iowa 50613 Project Identification: San Marnan Business Park-Phase 2 ❑X $100 Fee enclosed Please sign and return this form with a check or money order payable to"Iowa Department of Natural Resources". Place it and the check or money order on top of other Construction Permit Application documents. Or email a copy of the form to webmaster@dnr.iowa.gov, cc'ing Donna.Gomm@dnr.iowa.gov,with the subject line: Credit Card Payment for(Company Name), wait a minimum of 20 minutes after sending, then call 515-725-8200 to make the payment. Effective beginning July 1,2006,Applications for Construction Permits for wastewater disposal systems required by Iowa Code 45513.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa Code 45513.197 and Iowa Administrative Code 567 IAC 64.16(3)"c". The fee is$100 for each application, regardless of project size and project type including sanitary sewers, pump stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents necessary to apply for a construction permit (plans, specifications and related application schedules A, F, and G as well as the appropriate schedules indentified on page 2 of Schedule A).The construction permitting process is initiated as planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility plans precedes submittal of technical documents necessary to constitute a construction permit application.The application fee is not necessary when submitting a planning document but must accompany construction permit application documents. A fee should accompany each permit application received on or after July 1,2006. Failure to submit a fee with the application may delay the processing of a construction permit. If you have any questions regarding the application fee, please contact Donna Gomm at 515-725-8427 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: Printed Name: Chris Fischels Telephone or email contact: 319-830-5000 or Chris @crfre.com Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 6200 Park Ave Ste 200 Des Moines IA 50321 04/2024 cmc DNR Form 542-1245 Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 Iowa Department of Natural Resources D Wastewater Section Construction Permit Application Sewage Treatment Agreement INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e.,a private subdivision connecting to a municipal system.This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e.,service contracts between municipalities. However,the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT ENGINEER Owner: John and Dan Properties LLC Firm: Clapsaddle-Garber Associates Address: 7404 University Avenue,Cedar Falls, Iowa 50613 Address: 5106 Nordic Drive,Cedar Falls, Iowa 50613 Representative: Chris Fischels Project Officer: Adam Daters Phone Number: 319-830-500 Phone Number: 319-266-0258 Project Identification: San Marnan Business Park- Phase 2 Owner and System Receiving Wastes. City of Waterloo STP-790001 CERTIFICATION I am the authorized representative of the owner identified above and state that the proposed sanitary sewage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the treatment system identified above. Signature Title: Date AGREEMENT TO PROVIDE SEWAGE TREATMENT I am the authorized representative of the owner of the system identified above and state that the connection of the proposed sanitary sewage facilities identified above is approved by the owner,and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project, in accordance with the provisions of Chapter 4558,Code of Iowa,and the rules of the Department of Natural Resources.This agreement shall not be construed in any way to affect any local ordinances, sewer service agreements,or fee systems entered into between the parties. Name: 6bg}Jj„Hart Title: Mayor Signature 6kVd v, AAvf Date 7/21/2025 Phone: 9/2018 cmc DNR Form 542-3219;29 Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 Exhibit 11A Iowa Department of Natural Resources Wastewater Section DNR Construction Permit Application SCHEDULE A, Construction Permit Application APPLICANT ENGINEER Owner: John and Dan Properties Firm: Clapsaddle-Garber Associates Address: 7404 University Aven, Cedar Falls, Iowa 50613 Address: 5106 Nordic Drive,Cedar Falls, Iowa 50613 Representative: Chris Fishels Project Officer: Adam Daters Phone Number: 319-830-5000 Phone Number: 319-266-0258 Email: chris@crfre.com Email: adaters@cgaconsultants.com Project Identification: San Marnan Business Park- Phase 2 Estimated Start Date*: July 2025 Estimated Completion Date: November 2025 PLEASE RESPOND TO ALL QUESTIONS Yes No 1. Has an engineering report,facilities plan or other information previously been submitted for this project? ❑ 0 If Yes: Project Identity: Date Submitted: 2. Does the project and construction permit application,as submitted,follow the recommendations,design loadings, 0 ❑ construction schedule, permit limits,and conclusions of the approved engineering report or facilities plan? If No: Provide the design basis and technical information justifying all changes. 3. Is there an electronic set of plans and specifications accompanying this application? 0 ❑ Attachment size is limited to 25MB. Please use zip files or other options to submit attachments greater than 25MB. 4.Are approved standard specifications a part of this application? 0 ❑ If Yes: Approved Standard Specifications of (municipality or firm): Sudas 2024 Edition Date Approved: 5. Does each set of plans and specifications or engineering report accompanying this application contain a 0 ❑ "professional engineering seal"executed in conformance with 54213.16,Code of Iowa? If No: Processing will be delayed pending receipt of applicable design schedules and certified plans,specifications or engineering report. 6. Is this a joint wastewater and water supply project? 0 ❑ If Yes: A construction permit application for the water supply project should be submitted separately to the Water Supply Section.A Water Supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? ❑ 0 If No: A Sewage Treatment Agreement executed by the authority providing treatment must accompany this form. 8. Is a new or amended operation permit necessary to use the facilities described in this application? ❑ 0 If Yes: A new or amended permit to operate may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet;or any private or public well, lake,or public recreation area located within ❑ 0 400 feet of the proposed construction? If Yes: Identify and locate the facility(ies) relative to the proposed construction. 10.Will construction inspection be conducted by a licensed engineer employed by the applicant? 0 ❑ If No: Name of Engineering Firm Conducting Inspection: 11.Will this project utilize CWSRF loan funds? ❑ 0 CERTIFICATION APPLICANT I certify that I am the authorized representative of the owner and state that the project identified above is approved by the owner. Signature Date ENGINEER I certify that all aspects of the design included in this application conform to applicable standards contained in Chapter 567 IAC 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application and,to the best of my knowledge,such information is complete and accurate. Signature Date *Estimated Construction Start Date:Complete applications must be submitted at least 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 Please complete the Schedule Checklist on the following page of this form. 09/2024 cmc DNR Form 542-3129;28A Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 DOCUMENT CHECKLIST Identify all categories included in this project.Also, identify schedules attached to this application. Schedule Title Attached Included in Project Submittal Date B Collection System Q 0 C Lateral Sewer Extension Q Q D Trunk&Interceptor Sewer ❑ ❑ E Wastewater Pump Station ❑ ❑ F Treatment Project Site Selection ❑ ❑ G Treatment Project Design Data ❑ ❑ H1 Schematic Flow Diagram ❑ ❑ H2 Treatment Process Loading and Removal Efficiency ❑ ❑ H3 Mechanical Plant Reliability ❑ ❑ I Screening,Grit Removal and Flow Measurement ❑ ❑ J Septic Tank System ❑ ❑ K1 Controlled Discharge Pond ❑ ❑ K2 Aerated Pond ❑ ❑ K3 Anaerobic Lagoon ❑ ❑ L Setting Tanks ❑ ❑ M Fixed Film Reactor-Stationary Media ❑ ❑ N Rotating Biological Contactor ❑ ❑ O Aeration Tanks or Basins ❑ ❑ P Gas Chlorination ❑ ❑ Q Sludge Digestion and Holding ❑ ❑ R1 Sludge Dewatering and Disposal ❑ ❑ R2 (A&B) Low Rate Land Application of Sludge ❑ ❑ R3 Land Application of Sewage Sludge(To be developed) ❑ ❑ S Land Application of Wastewater(To be developed) ❑ ❑ Sewage Treatment Agreement Q Q Identify any categories included in this project which are not provided in the above list of schedules. 09/2024 cmc DNR Form 542-3129;28A Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 Iowa Department of Natural Resources DNR USE ONLY D Wastewater Section Project No. Construction Permit Application Permit No. SCHEDULE B, Collection System Date Prepared Project Identity 5/21/2025 San Marnan Business Park- Phase 2 Date Revised 1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from entering the system. If no portion is subject to flooding,state none. Segment Flooding Protection n/a n/a *2. Indicate hydraulic capacity of: 1)the nearest downstream main or interceptor; 2)the nearest downstream lift station; and 3)all downstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data. Segment Segment Segment Location 8"Sewer GIS ID 30155-27073 Design Capacity, MGD 0.47 Peak Hourly Dry weather Flow MGD(actual) 0.007 Peak Hourly Wet weather Flow MGD(actual) 0.21 *3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility Name and Number Waterloo City of STP-790001 Facility Loading MGD #BODS/day Design 34.8 88,000 Average Wet Weather(actual) 24.53 31,500 Peak Hourly Wet Weather(actual) 60+ 48,000 Provide projected design loading increase,which will be added to this facility as a result of this project. Design Loading Initial Design Year ( X35 ) Residential Service Area 0 Acres 0 Acres Population 0 Persons 0 Persons Flow(100 GPCD) 0 GPD 0 GPD BODS(0.17/#/d/cap) 0 #/day 0 4/day Industrial Service Area 0 Acres 0 Acres Rated Flow 0 GPD 0 GPD BODS 0 #/day 0 #/day Other Commercial 0 Acres 4.6 Acres Rated Flow 0 GPD 23,000 GPD BODS 0 #/day 40 #/day Total BODS 0 #/day 40 #/day Total Flow 0 GPD 23,000 GPD Peak Hourly Flow 0 GPD 92,000 GPD *Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. 11/2015 cmc DNR Form 542-3095;28B Docusign Envelope ID:758CB7C2-DCCE-48DB-9722-BF4FAA4DE686 Iowa Department of Natural Resources DNR USE ONLY D Wastewater Section Project No. Construction Permit Application Permit No. SCHEDULE C, Lateral Sewer Extension Date Prepared Project Identity 5/21/2025 San Marnan Business Park-Phase 2 Date Revised 1. Design Basis Initial Design Year (2035 ) Residential Service Area 0 Acres 0 Acres Population 0 Persons 0 Persons Flow(100 GPCD) 0 GPD 0 GPD BODS(0.17/#/d/cap) 0 #/day 0 #/day Industrial Service Area 0 Acres 0 Acres Rated Flow 0 GPD 0 GPD BODS 0 #/day 0 #/day Other commercial 0 Acres 4.6 Acres Rated Flow 0 GPD 23,000 GPD BODS 0 #/day 40 #/day Total BODS 0 #/day 40 #/day Total Flow 0 GPD 23,000 GPD Peak Hourly Flow 0 GPD 92,000 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material PVC,SDR 26 Joint Bell &Spigot Minimum Slope 0.4 Maximum Manhole Space 324 ft. ft. ft. Total Sewer Length 560 ft. ft. ft. Maximum Cover 12.5 Minimum Cover 8.3 3. Construction specifications(indicate ASTM Number or other standard included in the specifications).A brief description is required in each part. A. Bedding class SUDAS Section 3010 B. Pipe laying SUDAS Section 4010 C.Compaction SUDAS Section 4010 D. Manhole SUDAS Section 6010 E.Specified maximum infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures Low Pressure Air G.Alignment&grade test procedures (1) During construction Stake&batterboard Laser (2)After construction Lamping Other Television H. Deflection test procedures Mandrel Test,SUDAS Section 4060 3.05 4.Are detailed manhole drawings included: ®Yes ❑ No Typical frame and cover assembly NEENAH R-1642 Self Sealing Are manhole covers nonvented: ®Yes ❑ No Manhole diameter 48 in. Manhole opening diameter 27(SUDAS Typ) In Material Cast Iron 5. Minimum sewer&water main separation: Horizontal 21' ft. Vertical N/A in. Are specifications included SUDAS 2024 6.Stream, road, or railroad crossing protection N/A Are specifications included 11/2015 cmc DNR Form 542-3096;28C SAN MARNAN BUSINESS PARK FIRST ADDITION - PHASE 2 WATERLOO, IOWA 2024 E PoDGEWAV AVE GRADING PAVING AND INDEX OF SHEETS W RIDGEWAY AVE SHEET NO. DESCRIPTION UTILTIES A.01 TITLE SHEET A.02 SYMBOLS,LEGEND AND GENERAL INFORMATIDN WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH BA.03 EXISTING CONDITIONS AND DEMO PLANB * a .01- .05 TYPICAL SECTION AND DETAILS 5 THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS C.01-C.03 ESTIMATE OF QUANTITIES AND REFERENCE INFORMATION FOR PUBLIC IMPROVEMENTS, C.005 2024 EDITION (SUDAS) AND C. 5 SANITARY SEWER TABULATIONS WATER MAIN TABULATIONS WATERLOO WATER WORKS STANDARD SPECIFICATIONS C.06 STORM SEWER TABULATIONS W SAN MARNAN DR E SAN ARNAN DR FOR INSTALLATION OF WATER MAINS (8-22-2007) D.00 FSHEROVERALGRADING PLAN D.01-D.02 FISHER DRIVE ALAN AND PROFILE J.01 TRAFFIC CONTROL M.00 OVERALL UTILITY PLAN M.01 STORM SEWER PLAN AND PROFILE N MSA.01 SANITARY SEWER PLAN AND PROFILE > PROJECT MWM.01 WATER MAIN PLAN AND PROFILE 9 < LOCATION } RR.01 PRE CONSTRUDTIONSWPPP RR.02-RR.03 POST CONSTRJCTION SWPPP 0 Y X.01-X.02 CROSS SECTIONS Q O M M = (n Y Z Q VICINITY MAP NOT TO SCALE Mason City E E -35 Cubuque Sioux Ciry WATERLOO cedar . REVIEW PLAN SET: 05-07-2025 ® Ike ®flapids Ames Marshalltown I hereby certify that this engineering document was on Moines Dq prepared by me or under my direct personal supervision 3 1-80 Davenport rk and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Council Q Bluffs -0 1 pOT Si Date Burlington `SrONAL Iowa Li e e t My licensL� Clapsaddle-Garber Associates,Inc e renew Is e r ,2 2 ) LOCATIONMAP 5106 Nordic DL Pages or sheets covered by tl is seal: Cedar Falls,Iowa 506131-4 Phone 319-266-0258 www.cgacon3ultants.com CGA PROJECT NO.5602 2 SHEET A.01 LEGEND LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9,TOWNSHIP 88 NORTH,RANGE 13 WEST OF THE 5th P.M.,CITY OF WATERLOO,BLACK EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED HAWK COUNTY,IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTH 1/4 CORNER OF SECTION 9,TOWNSHIP 88 NORTH,RANGE 13 WEST OF THE STH P.M.;THENCE,SO°30'26"W 33.00'ALONG THE EAST LINE OF THE EVERGREEN TREE ----W(')-- W----- WATERLINE —--— SECTION/R.O.W.LINE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9 TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF WEST SAN MARNAN DRIVE(PREVIOUSLY ESTABLISHED);THENCE,CONTINUING SO°30'26"W 1290.97'ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9 TO THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9,SAID POINT ALSO BEING ON THE NORTH RIGHT OF WAY LINE OF HIGHWAY 20(PREVIOUSLY ESTABLISHED);THENCE,N88°45'42'W 775.36'ALONG THE NORTH RIGHT OF WAY LINE OF SAID HIGHWAY 20;THENCE,N81"36'52"W 391.86'ALONG SAID NORTH RIGHT OF WAY LINE;THENCE, DECIDUOUS TREE I>4 a WATER VALVE BOUNDARY LINE N76001'43'W 165.06'ALONG SAID NORTH RIGHT OF WAY LINE TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9;THENCE,NOO'32'34"E 771.81'ALONG SAID WEST LINE;THENCE, NORTHWESTERLY 82.18'ALONG THE ARC OF A 270.00'RADIUS CURVE,CONCAVE NORTHEASTERLY,HAVING A CHORD BEARING OF N64-09-21V AND A CHORD DISTANCE OF 81.86';THENCE,N55°26'13'W 17.26;THENCE,N34°33'47"E r C5 FRUIT TREE R FIRE HYDRANT PROPERTY LINE 91.13';THENCE,NORTHEASTERLY 264.88'ALONG THE ARC OF A 437.50'RADIUS CURVE,CONCAVE NORTHWESTERLY,HAVING A CHORD BEARING OF N17'1 3'06"E AND A CHORD DISTANCE OF 260.86';THENCE,NO'34'1 TE 31.32'TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID SAN MARNAN DRIVE;THENCE,N89'48'1 6"E 1285.81'ALONG SAID SOUTH RIGHT OF WAY LINE TO THE POINT OF BEGINNING,CONTAINING 38.31 ACRES.SUBJECT TO EASEMENTS s6 58 SHRUBS(BUSHES) © ® WATER METER — — — EASEMENT LINE AND RESTRICTIONS OF RECORD,IF ANY. PROPOSED USE UTILITY COMPANIES TREE LINE CURB STOP SETBACK LINE THE FOLLOWING UTILITIES ARE PRESENT ON THIS PROJECT ♦1 BUSINESS PARK t, ALL BEARINGS ARE THE RESULT OF G.P.S. .� STUMP T YARD HYDRANT ■ R.O.W.RAIL OR LOT CORNER OWNER OF RECORD: OBSERVATIONS. MEDIACOM SCOTT LAGOW 8455449655 SWAMP o ❑■ CONCRETE MONUMENT JOHN AND DAN PROPERTIES LLC 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D clagow@mediacomcc.wm ILL FDC FIRE DEPT.CONNECTION suavEv QUALITY. CEDAR FALLS UTILITIES Ftl CEMETERY PIV PIV POST INDICATOR VALVE A 0 GOVERNMENT CORNER MONUMENT SITE PLAN PREPARED BY: 3. UNDERGROUND STRUCTURES,FACILITIES,AND UTILITIES HAVE BEEN PLATTED FROM GARRETT RAMTHUN 3192685375 AVAILABLE SURVEYS,RECORDS AND DEEDS.THEREFORE THEIR LOCATIONS MUST BE garrett.ramthun@ciunet.net © GRAVE • O PARCEL OR LOT CORNER MONUMENT PROJECT MANAGER: CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHERS,THE EXISTENCE OF WHICH IS ---- ----San---- SANITARY SEWER LINE CLAPSADDLE-GARBER ASSOCIATES,INC PRESENTLY NOT KNOWN. WINDSTREAM ENTERPRISE 5106 NORDIC DRIVE CLEC LOCATE DESK 8009413430 `cll CAVE ----Sts(.)---- StS---- STORM SEWER LINE O TEMP.CONSTRUCTION EASEMENT CORNER CEDAR FALLS,IOWA 50613 4, TYPICAL DEPTH OF COVER ON WATER MAIN PIPE IN WATERLOO IS 6 FT. wci.clec.locate@windstrearnxom PH 319-266-0258 SINK HOLE ____DT---- ----DT---- DRAIN TILE SURVEY CONTROL POINT WWW.CGACONSULTANTS.COM CENTURYLINK 5. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR(")HAVE BEEN LOCATED PER THE SADIE HULL 9185470147 FOLLOWING ASCE STANDARD GUIDELINE FOR THE COLLECTION&DEPICTION OF EXISTING ® WELL ABBREVIATIONS SUBSURFACE UTILITY DATA': sadie.hull@lumen.com ----SD---- ----SD---- SUBDRAIN STM STORM SEWER MANHOLE (A)-PRECISE HORIZONTAL&VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL IOWA DOT TOB FIBER W WINDMILL DAVEAUGSPURGER 5157254604 ® O MANHOLE INT STORM SEWER INTAKE EXPOSUREVERIFICATION OF PREVIOUSLY POSED&SURVEYED UTILITIES)& icnoutsideplantiowaonecall@iowa.gov SUBSEQUENT EXPOSED MEASUREMENT OF SUBSURFACE UTILITIES,USUALLY AT A SPECIFIC POINT. © CISTERN © INT-MH STORM SEWER INTAKE WITH MANHOLE SURVEY PREPARED BY: MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE © CLEANOUT MIDAMERICAN-ELEC POTENTIAL FOR UTILITY DAMAGE.A PRECISE HORIZONTAL&VERTICAL LOCATION,AS WELL STCO STORM SEWER CLEANOUT 5106 NORDIC GARBER ASSOCIATES,INC Jweber WEBER 3192914728 O SEPTIC TANK � 5106 NORDIC DRIVE AS OTHER UTILITY ATTRIBUTES,IS SHOWN ON PLAN DOCUMENTS.ACCURACY IS TYPICALLY Iweber@midamerican.com ❑ INTAKE FES STORM SEWER FLARED END SECTION CEDAR FALLS,IOWA 50613 SET TO 15-MM VERTICAL&TO APPLICABLE HORIZONTAL SURVEY&MAPPING ACCURACY AS jlweber@midamerican.com LP GAS TANK STP STORM SEWER PIPE DEFINED OR EXPECTED BY THE PROJECT OWNER. PH 319-266-0258 MIDAMERICAN-GAS ® ® BEEHIVE INTAKE WWW.CGACONSULTANTS.COM JORDYN WEBER 3192914728 STEM STORM SEWER FORCE MAIN (B)-INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE jlweber@midamerican.com `u10 UNDERGROUND STORAGE TANK a ® ROOF DRAINSMH SANITARY SEWER MANHOLE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE&APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY FIELD WORK COMPLETED: METRO FIBERNET,LLC SACO SANITARY SEWER CLEANOUT SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION.THIS INFORMATION IS SURVEYED Q SATELLITE DISH ® G ROOF DRAIN(SURFACE) 05-05-2017 TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT&REDUCED ONTO PLAN LORI KEMPER 8122131050 SAP SANITARY SEWER PIPE DOCUMENTS. 811design@metronel.com SITN SIGN(TYPE AS NOTED) ® G ROOF DRAIN(UNDERGROUND) SAFM SANITARY SEWER FORCE MAIN DATE OF PREPARATION: UNITE PRIVATE NETWORKS,LLC FH FIRE HYDRANT ASSEMBLY (C)-INFORMATION OBTAINED BY SURVEYING&PLOTTING VISIBLE ABOVE-GROUND UTILITY JOE KILZER 6164253556 FLAGPOLE 11-16-2024 FEATURES&BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO upngis@upnfiber.com ----G(')---- -----G----- GAS LINE YH YARD HYDRANT ASSEMBLY QUALITY LEVEL D INFORMATION. • SOIL BORING pd ►1 GAS VALVE WV WATER VALVE WATERLOO FIBER (D)-INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. IAN CROWTHER-GREEN 3192910175 ® MONITORING WELL CS CURB STOP :AN ® Q GAS METER PIV POST INDICATOR VALVE I ® © PARKING METER FDC FIRE DEPT.CONNECTION WATERLOO WMSD OH E —OH E— OVERHEAD ELECTRICAL LINE BRITTNEY HOYER 3192914553 EXT.3627 RCP REINFORCED CONCRETE PIPE cmom@waterloo-ia.org MAILBOX ----E(•)---- -----E----- BURIED ELECTRICAL LINE CMP CORRUGATED METAL PIPE WATERLOO WATER WORKS ® ® POST ' POWER POLE HDPE HIGH-DENSITY POLYETHYLENE PIPE CHADC OONwaterloo-ia.or2326285013 PVC POLYVINYL CHLORIDE PIPE GENERAL NOTES: ® ® BOLLARD m ® ELECTRICAL METER DI DUCTILE IRON PIPE 1. PROJECT SCHEDULE-THE CONTRACTOR SHALL PREPARE A DETAILED SCHEDULE OF WORK,WHICH SHALL BE SUBMITTED AT THE PRECONSTRUCTION CONFERENCE.THE SCHEDULE SHALL SHOW ANTICIPATED EQUIPMENT AND MATERIAL SPPHSPRINKLER HEAD CP SURVEY CONTROL POINT DELIVERIES AND COMPLETION OF MAJOR TASKS IN THE PROJECT. ELECTRICAL HIGHLINE TOWER BM SURVEY BENCHMARK 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY(UNLESS DESIGNATED BY THE ENGINEER)TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL,WHICH IS NOT DESIRABLE TO BE INCORPORATED IN THE WORK INVOLVED ON S® SPRINKLER HEAD VALVE SB SOIL BORING THIS PROJECT(EXCAVATION,BROKEN CONCRETE,CMP OR RCP).NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES.ALL DISPOSAL SITES TO BE APPROVED BY THE ENGINEER.OVERHAUL WILL NOT BE TRAFFIC SIGNAL MEASURED OR PAID FOR,BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY AND SITE EXCAVATION FOR THIS PROJECT. GUARDRAIL(BEAM OR CABLE) MW MONITORING WELL # STREET LIGHT PM PARKING METER 3. THE CONTRACTOR SHALL USE TESTING EQUIPMENT AND PROCEDURES THAT ARE ACCEPTABLE TO THE ENGINEER. -X X- FENCE 0LUMINAIRE SH SPRINKLER HEAD 4. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THAT TRUCKS TRAVELING TO AND FROM THE PROJECT SITE ARE IN GOOD WORKING ORDER AND DO NOT DROP MATERIAL ONTO THE STREET. GV GAS VALVE TILE OUTLET ® ® ELECTRICAL BOX/TRANSFORMER GM GAS METER 5. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. - - -> - -� DRAINAGE WAY PP POWER POLE 6. MINIMUM COMPACTION UNDER ALL PAVED STREETS IS 95%STANDARD PROCTOR A MINIMUM OF 1.5 FEET BELOW THE BOTTOM OF THE SUBBASE IN CUT SECTIONS AND FROM STRIPPED NATURAL GROUND TO THE BOTTOM OF THE SUBBASE IN ----FO(')---- -----FO----- FIBER OPTICS LINE EM ELECTRIC METER FILL SECTIONS.COMPACTION REPORTS SHALL BE SENT TO OWNER AND ENGINEER.COMPACTION OF BACKFILL IN ALL TRENCHES AND EXCAVATIONS SHALL BE 95%STANDARD PROCTOR DENSITY.CONTRACTOR TO BE RESPONSIBLE FOR COST EDGE OF WATERTS TRAFFIC SIGNAL OF COMPACTION TESTING,SAMPLE COLLECTION,LABORATORY TESTING,AND OTHER ACTIVITIES ASSOCIATED WITH OR REQUIRED FOR PROPER COMPACTION TESTING AND RESULTS.ALL COMPACTION TESTS THAT DO NOT MEET E FIBER OPTICS BOX COMPACTIONS STANDARDS OUTLINED ABOVE AND IN THE REFERENCE SPECIFICATIONS SHALL BE RE-WORKED,RE-COMPACTED,AND RE-TESTED AT THE CONTRACTORS EXPENSE UNTIL A PASSING RESULT HAS BEEN ACHIEVED.CONTRACTOR LP LIGHT POLE/STREET LIGHT SHALL BE RESPONSIBLE FOR APPLYING WATER AND DRYING OF MATERIAL TO ACHIEVE MOISTURE CONTENT THAT MEETS THE REFERENCE SPECIFICATIONS. e--e--�� SILT FENCE � t� FIBER PEDESTAL EB ELECTRICAL BOX/TRANSFORMER 7, THE ENGINEER WILL FURNISH THE REQUIRED STAKES AND BENCH MARKS FOR THIS WORK.THE CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER.THE CONTRACTOR SHALL VERIFY ALL GRADES,LINES, CONTOUR LINET() T----- TELEPHONE LINE FB FIBER OPTICS BOX/PEDESTAL LEVELS,AND DIMENSIONS AS SHOWN ON THE PLANS AND CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE NEED FOR SURVEY STAKES.THE CONTRACTOR SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO ---- ----- TB TELEPHONE BOX/PEDESTAL THE ENGINEER PRIOR TO COMMENCING WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING SURVEY STAKES AND MARKS,AND IF ANY SURVEY STAKES OR MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED SPOT ELEVATION f TELEPHONE POLE TP TELEPHONE POLE BY THE CONTRACTOR,HE SHALL BE CHARGED FOR THE COST OF REPLACING THEM. CB CABLE/TELEVISION BOX 8. ALL CONTRACTORS SHALL USE CAUTION WHEN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE TILE LINE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE REPLACED AT HIS EXPENSE WITHOUT COST TO THE CONTRACTING D BUILDING O ® TELEPHONE PEDESTAL AUTHORITY.ANY TILE LINES BROKEN OR DISTURBED BY DESIGNATED CUT LINES WILL BE REPLACED AS DIRECTED BY THE ENGINEER IN CHARGE OF CONSTRUCTION. AC AIR CONDITIONER UNIT x ❑i TELEPHONE BOX CBU CLUSTER MAILBOX UNIT 9. UTILITIES-THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM CURRENT RECORDS AND/OR FIELD SURVEYS. HOWEVER,IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE ENACT LOCATIONS AND E ELEVATIONS,SIZE,AND MATERIAL TYPE OF ALL UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPECTIVE UTILITY COMPANIES OF THE COMMENCEMENT OF WORK ON THE PROJECT AND TO COORDINATE THE NECESSARY ADJUSTMENTS.THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE FIELD BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION SO THEIR EXACT LOCATIONS MAY BE DETERMINED.NO © ® CABLE TELEVISION LINE DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO THE OTHER APPLICABLE WORK. ry ----TV(')---- ----TV---- TELEVISION PEDESTAL 10. PRIOR TO OPENING AN EXCAVATION,A REASONABLE EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS;I.E.,SEWER,WATER,FUEL,ELECTRIC LINES,ETC.,WILL BE ENCOUNTERED AND,IF SO,WHERE SUCH _ I O��' UNDERGROUND INSTALLATIONS ARE LOCATED.WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION,CAREFUL PROBING OR HAND DIGGING SHALL DETERMINE THE EXACT LOCATIONS AND,WHEN IT © © TELEVISION BOX IS UNCOVERED,ADEQUATE PROTECTION SHALL BE PROVIDED FOR EXISTING INSTALLATION.ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. a On n ^ AC ❑� AIR CONDITIONER 11. PART VI OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)SHALL APPLY.CONTRACTOR SHALL FURNISH ALL NECESSARY TRAFFIC CONTROL DEVICES AND THE COST SHALL BE INCIDENTAL TO THE TRAFFIC CONTROLS ITEM ON IUAVV ((�JvA_U THIS PROJECT.ALL BARRICADES AND TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"AND LATEST SUPPLEMENTS TO THE BASE SPECIFICATIONS. 12. THE CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH IOWA ONE STORMWATER POLLUTION PREVENTION REQUIREMENTS AND SHALL COMPLY WITH ALL ASPECTS OF THE STORMWATER POLLUTION PREVENTION PLAN AS SHOWN ON 1.800.292-8989 SHEET RR.01&RR.02 AND OTHER LOCATIONS.THE OWNER SHALL APPLY FOR AND KEEP CURRENT THE REQUIRED IOWA DNR STORMWATER PERMITS.A QUALIFIED INDIVIDUAL WITH THE ENGINEER'S ORGANIZATION SHALL PERFORM WORK SITE www.iowaonecall.com v.a SWPPP INSPECTIONS ON A WEEKLY BASIS AND ALSO AS NEEDED AFTER SIGNIFICANT WEATHER EVENTS. 13. THE COST OF CONNECTING PERFORATED SUBDRAIN TO EXISTING STRUCTURES OR TILE LINES SHALL BE CONSIDERED INCIDENTAL TO THE COST PER LINEAL FOOT OF THE PERTINENT PIPE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WATER MAIN SHUT DOWNS WITH CITY OF WATERLOO UTILITIES PERSONNEL AND ANY AFFECTED CUSTOMERS TO MINIMIZE SERVICE DISRUPTION.SHUT DOWNS MAY HAVE TO BE y COMPLETED DURING NON-TRADITIONAL HOURS DEPENDING ON THE NEEDS OF THE AFFECTED CUSTOMERS.NO ADDITIONAL COMPENSATION WILL BE PROVIDED TO THE CONTRACTOR FOR THIS WORK. 3 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber As iates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 5106N.hdic Dnry DRAWN:---- DATE: - SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 SYMBOLS, LEGEND, AND 5602_2 Calor Falls,Iowa 50613 77 Ph 319286-0258 CHECKED: ---- DATE: ---- WATERLOO,IOWA GENERAL INFORMATION SHEETA.02 '� www.cgaconsultan&.com APPROVED: ---- DATE: ---- , N N \ EXST MH RIM-939.21 � EXISTING WSAN MARNAN DRIVE FL=930.3436"CMP(E) ELEC OX �I�l-'� c�61-=1�cfol- F-9c o18�- - F cfol-s O cfo FL-931.41 24"CMP(S)- -c o)----- _ L ADS(Ny L=944.58 RCP N , \ } _ _ _ - - _ - GASVALVE IX APRON i- s�slc)-- r _ _ _ _ -FL=93287- (o) EX ST MH = _ - RIM=938.89 --FL=931.5924"CMP(W) t - FL=931.47 24"CMP(N) gee �Bt A EX- - _ ^ =PP= \ \ \ \PP 1 1 PPr - //- He - - - PP- - FL 2932 fif I PP FH FL=931.5518"CMP(S) T ( /f GENERAL DEMOLITION NOTES: 1. ADJOINING PROPERTIES SHALL BE PROTECTED DURING DEMOLITION OPERATIONS.DEBRIS ' I I I II ON ADJOINING PROPERTIES SHALL BE CAREFULLY REMOVED BY CONTRACTOR. I I 1 1 1 PROPERTY LINE(TYP.) / / / / 18"RCP i I I 2. ANY DAMAGE TO EXISTING PAVEMENT TO REMAIN DUE TO CONSTRUCTION ACTIVITIES \ SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT TO REMAIN. REMOVE ALL SIGNS,LIGHTS,POSTS,POLES,WALLS,AND ASSOCIATED FOUNDATIONS AS INDICATED.BACKFILL ALL HOLES AND DEPRESSIONS WITH SUITABLE SOIL. 4. CONTRACTOR SHALL SUPPLY DETAILED CONSTRUCTION SCHEDULE TO THE CITY. _ 1 IX FH 5. ONE WEEK PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY: A.CIN OF WATERLOO I ELEC TRANS B.OWNER EX APRON, C.CLAPSADDLE-GARBER ASSOCIATES,INC. 15"ACP FL=933.Si PIII ELEC TRANS 6. CONTRACTOR SHALL DISPOSE OF PAVEMENT&FENCING OFF-SITE 1 / / 7. ALL CONSTRUCTION MATERIALS,DUMPSTERS,DETACHED TRAILERS,OR SIMILAR ITEMS ARE IX INTAKE �� / \ \ \ �/ N EX INTAKE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. RIM-945.75 To \ \ \ �I m "' I FL=933.0215"CMP(W) /1z. FL=940.41 15"RCP(E) � / / IX INTAKE \ \ \ \ \ � / / / L � / � � II I 9p / AFL=940.7915"RCP(W) \ \ \ /� - y- J / / l I M I -_L -_ _=EX 18"ACP- Ii IX3TMH KEY DEMOLITION CONSTRUCTION NOTES: •99/F / _ _ _\ \ \ \ // %T - :FL=933.40_ I RIM=936.20 _ _ _ --- - - - - - W I FL=932.9418"RCP(N) 1. SAWCUT CLEAN HEADER ON FISHER DRIVE EXISTING PAVEMENT. /H \`\ \� \\ I I (- rr/ I I FL=933.0818"RCP(W) /ELEC TRANS -� -sa" _ _ san \� II VIII r III p I FL=933.03 15"CMP(E) �LECTRAIN s I J�/// ,- _ _ - _ �\ \ \\ \ IIIII - - - - \ Illi U EX INTAKE I I RIM=933.30 IFL=929.2615"CMP(S) 15"CMP RIM=945.53 _FL IN=935.318'PVC(E)8' (FIPnLD VERIFY ���/ FLOUT=935.21 PVC NI FIELD VERIFY GAS VALVE, - % / \ \ _IX SANITARY MH I - aolol FH � � RIM=937.56-� \ r FL=925.15 8`(E) / ll✓ FL=925.238"(W� OwERPP FH / ✓ �11 II- / s52- EX FH PROPERTY LINE(TYP.)� / / \ \ \ \ \ \ III \ \ \` --=� IX INTAK I 1 �I� E RIM-933.31 II \ \ \ \ l I / � \ \ \ I I 1p I I I FL=928.6518"CMP(E) FL=928.9318"CMP(W) I I EXINTAKE EX SAN MH I RIM-948.99 RIM=950.07 FL=944.9518"RCP(S) FL=939.50 8"PVC(8E) - )c) FL=939.39 8"PVC(W) PROPERTY LINE(TYP.) -FISHER DRIVE PIPE 18"RCP -EX SAN STUB OUT FH // \ L 93988 "PVC(NW) EX INTAKE FL=945.2418"RCP(N \ 6"STAND PIPE \ / SAWCUT CLEAN HEADER ON EXISTING PAVEMENT/ E ✓ /95' / / / / 1 \ \ \ \ -�• / /951/ \ \ \ \ \ / 1 M \ / _ \ - 844_ \ 7!77 _ 77 - 1 I h N0. REVISION BY GATE N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGN: DATE: ----NED: ---- DATF: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 EXISTING CONDITIONS AND PROJECT NO 5602_2 3 GRAPHIC SCALE 5106 Nortlic Drive DRAW ---- =09Cedar Falls,Iowa 50613 O 80' 160' 240' :::APp 31 gp6g-N2 CHECKED: ---- DATE: ---- DEMOLITION PLAN SHEET NO. www.agacoasuuan&.com APPROVED: ---- DATE: ---- WATERLOO,'OOH IOWA A.03 PROPOSED GRADE LINE 60.0'ROW SEE STREET PROFILES(SHEET D.01-D.03) 14.5' 31.0'BACK/BACK 14.5' CROSS SECTIONS(SHEET X.01-X.06)AND 15.5' 15.5' GRADING PLANS(SHEET D.00)FOR ADDITIONAL GRADING INFORMATION. 3.0' 12.5' 12.5' 3.0' f VARIEgz z z 9.5' 5' V pR\ES 2.0' J O p 5 2.0' 2%SLOPE STANDARD ' 2%SLOPE P 2%SLOPE(TYP) STANDARD �pF\ES INTEGRAL 6"PCC INTEGRAL 6"PCC ARIES CURB _ — — CURB POROUS BACKFILL 4"PCC FUTURE GEOGRID SIDEWALK(BY 7"PCC PAVEMENT OTHERS) CASE B,TYPE-1 SUBDRAIN 8"GRANULAR SUBBASE POROUS BACKFILL 12"SUBGRADE PREPARATION CASE B,TYPE-1 SUBDRAIN (l FISHER DRIVE TYPICAL SECTION NOT TO SCALE SUDAS REFERENCED DETAILS FIGURE NUMBER NAME 3010.101 TRENCH BEDDING&BACKFILL ZONES 3010.102 RIGID GRAVITY PIPE TRENCH BEDDING 3010.103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING 3010.104 PRESSURE PIPE TRENCH BEDDING 4030.221 PCR APRON SECTION FOOTING 4040.231 SUBDRAINS 4040.232 SUBDRAIN CLEANOUTS 6010.301 CIRCULAR SANITARY SEWER MANHOLE 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES 7010.101 JOINTS 7010.102 PCC CURB DETAILS 7010.103 MANHOLE BOXOUTS IN PCC PAVEMENT 7030.102 CONCRETE DRIVEWAY,TYPE B 7030.201 CLASSES OF SIDEWALK 7030.204 GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK 7030.207 CURB RAMP FOR CLASS B OR C SIDEWALK 7030.210 DETECTABLE WARNING PLACEMENT 9040.102 FILTER BERM&FILTER SOCK 9040.110 RIP RAP FOR PIPE OUTLET ONTO FLAT GROUND 9040.119 SILT FENCE 9040.120 STABILIZED CONSTRUCTION ENTRANCE E cv E 3 h NO. REVISION BY GATE NO. REVISION BY DATE apsaddle-Gssociate.,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3 51Cl08NortlicD w � arb-ADRAWN:---- DATE: ---- 5602_2 Cetlar Falls,Iowa 50613 SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2TYPICAL SECTION AND DETAILS SHEET NO. Ph 31928&0258 CHECKED: -------- DATE: ---- WATERLOO,IOWA B.o1 '� www.cgaconsulian&.com APPROVED: DATE: ---- , ANCHOR SLOT LONGITUDINAL SLOT WWWWWW _ W ANCHOR TRENCH 4111,111 171-1 W WWWWWW W Vi Ji J. �✓ � EDGE LAP w (4'-0"MAX ANCHOR SPACING) STAPLE (� CHECK W EDGE W W W LAP LONGITUDINAL SLOT EDGE LAP W W W 4"MIN ^ END SPLICE END LAP�� WW � W W ✓ w w w w �. EDGE LAP ,--� LONGITUDINAL SLOT w (3'-0"MAX ANCHOR SPACING) INSTALL 2 ROWS OF ANCHORS,12"ON-CENTER. w STAGGER ROWS 6" FLOW COMPACTED SOIL 8„ O1 SECURE BLANKET TO GROUND BACKFILL ACCORDING TO MANUFACTURER'S TABLE 1 FLOW RECOMMENDED ANCHORING PATTERN 8"MAX AND MINIMUM SHOWN IN TABLE 1. Max.slopeN5d ors z �� =3:1 STAPLE CHECK ��� 2:1 ', INSTALL 2 ROWS OF �j g�MIN 1:1 ANCHORS,12"ON-CENTER. STAGGER ROWS 6". 2"MIN FLOW / 6"MIN /�/��W�� 8'MAX ANCHOR SLOT /���/�/� (1'-0"MAX ANCHOR SPACING) � COMPACTED SOIL EDGE LAP BACKFILL ROLLED EROSION CONTROL PRODUCT(RECP) ANCHOR TRENCH (4'_0"MIN ANCHOR SPACING) END LAP p1 END SPLICE INSTALLATION IN CHANNEL (12"MIN ANCHOR SPACING) (18"MIN ANCHOR SPACING) 1"X2"WOOD STAKE PLACE ADDITIONAL FILTER (OR APPROVED MATERIAL OR SOIL TO FILL GENERAL NOTES: ROLLED EROSION CONTROL PRODUCT(RECP) EQUAL) THE SEAM BETWEEN THE / INSTALIATION ON SLOPES TUBE AND THE GROUND BERM SHOWN IS TYPICAL FOR SLOPES FILL FLATTER THAN 3:1. FOR STEEPER SLOPES MATERIAL FILTER MATERIAL INCREASE BERM SIZE AS DIRECTED BY THt WpTERF�oW JURISDICTIONAL ENGINEER. PLACE BERM IN UNCOMPACTED WINDROW PERPENDICULAR TO THE SLOPE AT 1 LOCATIONS SPECIFIED IN THE CONTRACT N �1 WP,i W DOCUMENTS. FILTER SOCK DIAMETER AS SPECIFIED IN THE CONTRACT DOCUMENTS. —FIRE HYDRANT BARREL 24" FILTER SOCK CONSTRUCT"J-HOOK" FILTER BERM AT EACH END ON AN ■ INDIVIDUAL SECTION FIRE HYDRANT VALVE OF SOCK OR BERM. DISTURBED AREA ♦ ti FIRE HYDRANT y� ANCHOR TEE NEW WATER MAIN h DO NOT RUN WIRE 0* ♦ � Q��� UP VALVE BOX PLACE BERM OR SOCK �P o `�S EXISTING Q POSSIBLE SPLICE PERPENDICULAR TO �O _�� E WATER MAIN SLOPE �GO ♦ o vQ oP ° EXTEND TRACER WIRE UP FIRE HYDRANT STAKESmP) ■ `S yv 1 BARREL TO INTERNAL TERMINALS OF TRACER 00 TAPE WIRE AT MIDPOINT WIRE STATION AND BACK DOWN. REFER TO ■ tido OF EACH PIPE LENGTH WM-201 FOR DETAILS OF FIRE HYDRANT WATER FLOW I AREA TO ` ASSEMBLY. ■ BE PROTECTED ■ CLAMP TRACER WIRE TO GROUND ROD AT GROUND RODS SYSTEM TERMINATION POINTS. FOR SEDIMENT AND SLOPE CONTROL n TYPICAL INSTALLATION TRACER SYSTEM WM-102 04 FOR PERIMETER CONTROL ALONG STREET n TYPICAL PLACEMENT OF FILTER BERM OR FILTER SOCK 03 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3 5108NorI"I_ SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 DRAWN:---- DATE: ---- 5602_2 Cedar P266-1 50613 7�� TYPICAL SECTION AND DETAILS SHEET NO. Po 31928&0258 CHECKED: ---- DATE: ---- WATERLOO,IOWA 3,02 ' www.cgaconsul�an&.com APPROVED: ---- DATE: ---- HYDRANT ASSEMBLY Place tubf o polyethylene material on pipe prior to lowering it into the trench. Hydrant flag shall be aRoDon NOTES: PolyethyleDerube 2. Pull the tube merthe length ofpipe,Secure tube topipe atjoint.Fold material 5-footHydrafinderwith flat 1. WATERLOO,IASPECIFICATIONS WATEROUSWB-67 OR CLOW MEDALLION HYDRANTS WITH FACTORY Pipe taho,ndhe plastictubleinplacegotend and wrapwith plastic adhesive tape[ahold bracket,ora roved equal. APPLLIED EPDXY PAINT IN SAFETY BLUE,WITH FIBERGLASS FLAGS,AND WITHOUT CHAINS,ARE PP q REQUIRED. 3 Overlap first tube with adjacent tube and secure with tape.Loosely cover the pipe with polyethylene tubing.Neatly draw up excess material around the 2. INSTALL TRACER WIRE AS SHOWN ON DRAWING. J J J J J pipe barrel,fold on top of,and secure with tape. 3. APPLY POLYETHYLENE ENCASEMENT ON PIPE,VALVE,VALVE BOX,FIRE HYDRANT,AND FITTINGS. J J 4. Wrap iron pipe fittings,including valves and hydrant.,with polyethylene WRAP FIRE HYDRANT,PIPE,VALVE,VALVE BOX,AND TEE/ELBOW IN PLASTIC AS SPECIFIED. STEP 1 malarial.Extend the wrapping at least V beyond the fitting joints onto the Extend tracer wire(s)u Tracer Wire adjoining pipe and fasten to the pipe with tape.Use tape as needed to hold () p 4. ALL ITEMS OF WORK SHOWN ON THIS DETAIL,INCLUDING THE ANCHOR TEE AND THRUST BLOCKS, wrap in place. Access Box(Use Adjustable height ARE TO BE INCLUDED IN THE HYDRANT ASSEMBLY BID ITEM. model by VALVCO or approved equal). 5.USE GRADELOK,OR APPROVED EQUAL,HYDRANT SWIVEL TO MEET SPECIFIED TOLERANCE BETWEEN Plastic Adhesive Tae 5. PolyehylenematealshalbeBMlLthickantlblueincolor. Cover to be stamped"WATER".\ 1 BOTTOM OF FLANGE AND FINISH GRADE. Pipe a Polyethylene matenal shall be installed in accordance with AWWA Standard ci 06. Finished rade Distance between bottom of flange O and finished grade is 3 inch+/-1 inch Polyethylene Tube STEP 2 Road box(adjust to grade) Plastic Adhesive Tape Tracer wire As Requried Water main trench walls Polyethylene Tube Cover with polyethylene sheet STEP 3 Pea gravel or 1"clean rock Anchoring tee Concrete thrust block Hydrant Swivel Shall be poured against un- Water main disturbed soil.Do not Gradelok or approved equal Gate valve cover hydrant drain Concrete thrust block holes or tracer wires r poured against un- POLYETHYLENE WRAP a a a disturbedturbedsoil a ° a Solid „ concrete 4 block �1 HYDRANT ASSEMBLY cv tRE E 3 h NO. REVISION BY GATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 31 5106NordicD ve SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 � DRAWN:---- DATE: ---- 5602_2 Cetlar Falls,Iowa 50613 7�� TYPICAL SECTION AND DETAILS SHEET NO. Ph 319268-0256 CHECKED: ---- DATE ---- : ---- WATERI'OO IOWA B.03 ' www.cgaconsuhants.com APPROVED: DATE: ---- EXTEND THRUST BLOCKS TO UNDISTURBED SOIL.EXCAVATION INTO TRENCH WALL MAY BE NECESSARY. FORM VERTICAL SURFACES OF POURED CONCRETE THRUST BLOCKS EXCEPT ON BEARING SURFACE. ENCASE ALL FITTINGS IN POLYETHYLENE WRAP.DO NOT ALLOW CONCRETE TO DIRECTLY CONTACT JOINTS OR FITTING BOLTS. UNDISTURBED SOIL THRUST BLOCK MINIMUM BEARING SURFACE(sf) DIAMETER OF CHANGES IN PIPE DEPTH FITTING PIPE,D BENDS (INCHES) TEES AND STRAPS 11° 22 ° 450 gp° DEAD ENDS ° ^0 4 1 1 2 4 3 ELBOWS WITH A 6 1 2 4 8 6 POSSIBLE RESTRAINED ^ PIPE OR 8 2 4 7 14 10STRUCTURE JOINTS TURNBUCKLE D �_ BEARING SURFACE 10 3 6 11 21 15 0= •0 Q (SEE TABLE) 12 4 8 16 29 21 e• 14 5 11 21 39 28 16 7 14 27 50 36 ' a. °b�+ a'•'O•'' 3/4 DEPTH OF CONCRETE 18 9 17 34 63 45 11 21 42 78 55 0; o: a• :.b.a: ^:Q o a.... .. a..,:. HOOK WATER MAIN �J 24 15 31 60 1 1 1 78 :o: 30 24 47 92 171 120 —MIN- 36 MIN �:::0:ri ••'o'= ..o'�O':"o'� :o:�:b`.o,Q. 36 34 67 132 244 173 TYPICAL SECTION 18"MIN MINIMUM SURFACE AREA BASED ON WATER PRESSURE OF 150 PSI AND 18"MIN ANCHOR BLOCK ALLOWABLE SOIL PRESSURE OF 1,000 PSF. SECTION A-A A TEES i, Thrust Block j ELEVATION '4:rs a9' DEAD ENDS(ALTERNATE METHOD) LCROSSES USE ONLY WHEN ALLOWED BYTHE ENGINEER,OR WHEN SPECIFIED IN THE CONTRACT DOCUMENTS. \ TRENCH \\ / MECHANICAL JOINT B � RESTRAINED CAP �•�D RETAINER GLAND RETAINER GLAND Q. POSSIBLEr=:. o "••c a: b C3:o;pb:o; MIN 1.5XD VALVE o 0 BENDS DEAD ENDS 47 i MIN 1.5 X D 1J 8��MIN ' MIN 1.5 X D—► a: B SECTION B-B PLAN io';Or E TYPICAL PLAN cv3 �t THRUST BLOCKSTHRUST BLOCKS h NO. REVISION BY DATE NO. REVISION I BY I DATE Clapsaddle-Garber Associates,Inc I DESIGNED: ---- DATE: ---- PROJECT NO. 3I 5108N.,dmDnw; SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 � DRAWN:---- DATE: ---- 5602_2 Cedar Falls,Iowa 50613 7�� TYPICAL SECTION AND DETAILS SHEET NO. Ph 319288-0258 CHECKED: ---- DATE: ---- WATERLOO,IOWA B.04 ' www.cgaconsultanis.com APPROVED: ---- DATE: ---- �C NOTES: 1. PEEL BACK FILTER ROCK �5L 2. REMOVE HICKENBOTTOM AND ELBOW 3. REPLACE ELBOW WITH 4"4-WAY FITTING 4. PLACE PERFORATED PIPE THE LENGTH OF THE WATER QUALITY BERM EACH DIRECTION ��• 5. RE-INSTALL OM 6. PUT BACK FILTER ROCK D 4"PERFORATED TILE 4"4-WAY FITTING = JO�OcOa CD 4 IN.DRAINTILE CD CD 1 �C CD EXISTING 4IN. / HICKENBOTTOM INTAKE HBI-6610 OUTLET FILTER ROCK TOP OF BERM SIDE 2.5' 1' 2.5' DETENTION SIDE EXISTING REVETMENT EXISTING GRADE ——— e 4 IN.DRAINTILE \\/\\\i\\\i\\ \ \ \ \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\\\ \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\//\// 4-WAY FITTING WITH 4" PERFORATED TILE DETENTION POND EXISTING CLAY BERM EXTENDED THE LENGTH OF MODIFICATION DETAIL THE WATER QUALITY BERM (NOT TO SCALE) h N0. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3I 5106Nordic1 SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 DRAWN:---- DATE: ---- 5602_2 Cedar FallsIowa 50613 7�� TYPICAL SECTION AND DETAILS SHEET NO. Ph-N'cgac-0258 CHECKED: ---- DATE: ---- WATERLOO,'OO IOWA B.05 ' www.cgaconsultanis.com APPROVED: ---- DATE: ---- e DIVISION 1 BASE BID PROJECT QUANTITIES O. ITEM CODE ITEM UNIT TOTAL AS-BUILT SECTION 2-EARTHWORK 2.01 2010-C Clearing and Grubbing LS 1 2.02 2010-D-1 Topsoil(Strip&Stockpile),8" CY 1900 2.03 2010-D-1 Topsoil(Respread),6" CY 1300 2.04 2010-E Excavation,(Class 10) SY 1380 2.05 2010-G Subgrade Preparation,12" SY 2100 2.06 2010-J-2 Subbase,(Granular),8" SY 2100 2.07 --- Temporary Turn Around,1"Roadstone LS 1 SECTION 4-SEWERS AND DRAINS 4.01 4010-A-1 Sanitary Sewer Gravity Main,Trenched,Truss,8" LF 560 4.02 4010-E-1 Sanitary Sewer Service Stub,Trenched,PVC,6",SDR 23.5 LF 105 4.03 4020-A-1 Storm Sewer,Trenched,RCP,15" LF 79 4.04 4030-B Pipe Apron,RCP,15",W/Apron Guard&Footing EA 1 4.05 4040-A Subdrain,Perforated HDPE,6" LF 1070 4.06 4040-C-1 Subdrain Cleanout,Type A-1 EA 2 SECTION 5-WATER MAINS AND APPURTENANCES 5.01 5010-A-1 Water Main,Trenched,DIP,12" LF 540 5.02 5010-C-1 Water Main Fitting,Reducer,DIP,12"x 6"DIA EA 1 5.03 5010-C-1 Water Main Fitting,MJ,TEE,DIP,12"x 6"DIA EA 2 5.04 5010-D Water Service Stub,Trenched,DIP,6" LF 44 5.05 5020-A Water Service Gate Valve 6" EA 2 5.06 5020-A Water Main Gate Valve 12" EA 1 5.07 5020-C Dead End Fire Hydrant Assembly EA 1 5.08 5020-C,J Fire Hydrant Remove and Salvage EA 1 5.09 --- Connection to Existing Water Main EA 1 SECTION 6-STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 601 O-A Manhole,Sanitary,SW-301,48" EA 3 6.02 6010-13 Intake,Storm Sewer,SW-507 EA 2 SECTION 7-STREETS AND RELATED WORK 7.01 !1010-A Pavement,PCC,7" SY 1846 SECTION 8-TRAFFIC CONTROL 8.01 8030-A Temporary Traffic Control LS 1 8.02 --- Permanent Traffic Signage SF 32 8.03 --- Traffic Signage Removal LS 1 SECTION 9-SITE WORK AND LANDSCAPING 9.01 9010-A Conventional Seeding,Seeding,Fertilizing,and Mulching(Permanent Lawn,Type 1) AC 4.60 9.02 9040-Q-1 Erosion Control Mulching,Conventional AC 4.60 9.03 9040-F Wattle/Filter Socks(Installation,Maintenance,&Removal) LF 1100 9.04 9040-J Erosion Stone TON 10 9.05 9040-N Silt Fence(Installation,Maintenance,and Removal) LF 1100 9.06 9040-T Inlet Protection Device(Installation,Maintenance,Removal) EA 4 9.07 9040 Rolled Erosion Control Product SY 600 E 9.08 --- Detention Pond Modifications EA 2 SECTION 11-MISCELLANEOUS 11.01 11,020 Mobilization LS 1 11.02 11,050-A Concrete Washout LS 1 3 LR NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 Q 5108NortlicDw DRAWN:____ DATE: ____ ESTIMATE OF UANTITIES AND 5602.2 Cetlar Falls,Iowa 50613 Ph 31928&0258 CHECKED: ---- DATE: ---- WATERLOO,'OO IOWA REFERENCE INFORMATION SHEET C 01 ' www.cgaconsul�an&.com APPROVED: ---- DATE: ---- JL ESTIMATE REFERENCE INFORMATION ITEM BID ITEM EM CODE DESCRIPTION NO. 2.01 Clearing and Grubbing 2010-C Refer to SUDAS Section 2010.Item includes placement of backfill in area where roots have been removed,and removal and disposal of all materials. All topsoil and vegetation shall be removed to a depth of 8 inches within the grading limits according to section 2010§2.01 of Iowa SUDAS.All topsoil shall be respread at 6 inches prior to seeding according to the specifications.Refer to Iowa SUDAS section 2010§1.08D for measurement and payment.All waste topsoil shall be spread on site at locations approved by engineer. 2.02 Topsoil(Strip&Stockpile),8" 2010-D-1 Topsoil Strip&Stockpile= 1,900 CY Topsoil Spread+30%= 1,300 CY Topsoil Waste= 600 CY 2.03 Topsoil(Respread),6" 2010-D-1 See section 2010 in Iowa Statewide Urban Design and Specifications.Topsoil to be spread from designated topsoil piles over the disturbed area after completion of final grading and utility installation is complete.Topsoil to be placed at a depth of 6 inches. Earthwork Summary: Cut:1,351 CY Fill+30%:1,343 CY 2.04 Excavation,Class 10 2010-E Borrow:8 CY(This shall be contractor provided or waste topsoil may be utilized for fill areas within green space) Refer to SUDAS Section 2010 for standard specifications.Additional removal of material to establish the proposed cross section shall be removed and hauled off at the Contractor's expense.Refer to D sheets for locations of grading limits and proposed contours along with the Street Profile.Refer to X sheets for additional cross sections along street profile.All testing requirements shall be per SUDAS specifications as specified in section 2010.All equipment,labor,and materials necessary for grading operations shall be considered incidental to this bid item.All borrow material contractor must haul in for grading operations shall be suitable material per SUDAS specifications and shall be considered incidental to this bid item. Method of measurement and payment shall be plan quantity. Refer to SUDAS Section 2010 for standard specifications.Subgrade preparation shall be 12"under street paving and shall extend two(2)feet beyond the paving edge.Subgrade preparation shall be 6"under 6"PCC sidewalk.Refer to D sheets for location of subgrade preparation.Refer to the B sheets for additional information on typical 2.05 Subgrade Pre eration:12" 2 1 - sections of subgrade preparation.Testing of subgrade preparation shall be per SUDAS specifications by means of a nuclear gauge moisture and density test on all pavement along with a proof roll on the street paving.These tests shall yield passing results prior to placement of granular subbase and shall be observed by the engineer g p 0 0 G prior to giving approval to begin placement of subbase.Re-working and re-compaction of subgrade should testing fail shall be considered incidental to this bid item.Core outs on subgrade shall be specified per the engineer upon failed proof roll.Core outs that require special treatment versus new subgrade dirt material shall be specified per the engineer upon failed proof roll and these core out locations shall be determined by the engineer.Special treatment core outs shall be paid per square yard according to SUDAS 2010.Measurement and payment for subgrade preparation shall be per square yard of preparation. Refer to SUDAS section 2010 for standard specifications. Base work shall extend 2 feet beyond all curb lines.Granular subbase to conform to Iowa DOT Specifications section 4121. Recycled PCC material shall not be considered suitable and shall not be used. Contractor shall not permit the use of the granular subbase to deliver 2.06 Subbase,(Granular)6" 2010.1-2 concrete to the paver. Temporary Turn Around,1" Temporary turnarounds shall be constructed with 6"hard surface pavement,over 12"of scarified and compacted subgrade where shown on the plans.All work and materials required to construct the temporary turnarounds shall be considered incidental to this item. 2'07 Roadstone Refer to SUDAS Section 4010 for standard specifications.Testing and televising of sanitary sewer main shall be considered incidental to this bid item and shall be performed per SUDAS Section 4060.Televising tape shall be submitted to the jurisdiction and engineer for approval upon completion.Televising tapes shall be reviewed and Sanitary Sewer Gravity Main, approved by the engineer prior to paving beginning.Bedding of pipe shall be Class F-3 per SUDAS Section 3010(SW-103).Refer to MSA sheets for locations of sanitary sewer main and sewer connections.Refer to C sheet tabulations for additional information on sanitary sewer services.Debris removal,jetting,and/or vacuuming of 4.01 Trenched,Truss,8" 4010-A-1 debris shall be considered incidental to this bid item shall it be deemed necessaryduring Engineer observation or review of televising.Testing of sanitary sewer is required per SUDAS specifications low pressure&mandrel tests and shall be observed b the En sneer for check of compliance.Method of measurement and payment shall 9 9� 9� 9 rY q P P ( P ) Y 9� P P Y be per linear foot of sanitary sewer pipe placed.Removal of existing sanitary sewer cleanout and connection to existing sanitary sewer main is considered incidental to this bid item. Refer to SUDAS 4010 for standard specifications and SW-201 for information on installation.Bypass pumping,dewatering,fittings/couplings for differing pipe materials,removal back of existing sanitary sewer service pipe to new connection point,connection to sanitary sewer main/existing service,installation of wyes,bedding material, 4 1 0 0 2 Sanitary Sewer Service Stub, 4 E 1 compaction,and supplemental bends/fittings needed for sanitary sewer service installation shall be considered incidental to this bid item.Sanitary sewer services shall be installed at a minimum of 1% to a maximum of 5%from the flowline at the wye to the end of sewer service.Temporary connections and bypass pumping shall be 0 Trenched,PVC,6",SDR 23.5 incidental to this bid item work.to maintain service Bedding class for sanitary sewer services shall be F-3 per SUDAS Section 3010(SW-103).Refer to the MSA&C sheets for locations of services.Testing shall be required and considered incidental to this bid item.Method of Measurement and Payment shall be per linear foot of sanitary sewer service removed/installed. Refer to SUDAS Section 4020 for standard specifications.All topsoil stripping,salvaging,and respreading in the existing terrace shall be considered incidental to this bid item.Sign removal and salvage to the City shall be considered incidental to this bid item.Contractor shall coordinate with the City and Engineer to replace sign in proper 4. Storm Sewer Trenched RCP 15" 4020-A-1 locations upon completion of the project which shall also be considered incidental to this bid item.Refer to the M sheets for locations of pipe.Storm sewer which crosses water main shall be gasketed,is it to be incidental to this bid item.At the water crossings the sticks of pipe shall be centered on each other so as the joint spacing is 03furthest apart possible.Contractor shall maintain a minimum 18"vertical clearance between the bottom of storm sewer and top of water main.All RCP,HDPE,&DIP storm sewer shall utilize an R-2 bedding class.All pipe collars shall be troweled smooth on inside and outside of storm sewer intake or manhole-pipe collars shall be considered incidental to this bid item.Method of measurement and payment shall be per linear foot of storm sewer installed. Storm Sewer Apron,RCP 15"W/ Refer to SUDAS Section 4030 for standard specifications.Refer to Figure 4030.221 for Apron Footings,4030.222 for RCP Aprons,and 4030.224 for Apron Guards.All labor,excavation,dewatering,materials,equipment,bedding material,apron guards,connection bands,tie back joints,footings,and grading for drainage shall be 4.04 4030-B considered incidental to this bid item.RCP apron shall be secured with five(3)tie back joints when tying into concrete pipe.Refer to M sheets for locations of aprons.All aprons shall have Class D Rip Rap installed per the quantities shown on the M Sheets.All aprons shall have an apron guard installed(Agri-Drain stainless steel type)and Apron Guard and Footing shall be considered incidental.Contractor shall shape area around apron end to allow drainage into apron/pipe.All rip rap shall be installed to the top of finished grade as to not impede water flow in system.Method of measurement and payment shall be per each apron installed. Refer to SUDAS Section 4040 for standard specifications.Refer to SUDAS Figure 4040.231 for additional information.Connections to storm sewer structures,any type of subdrain outlet,and those items described in SUDAS shall be considered incidental to this bid item.Engineering fabric shall not be required around the subdrain trench. 4.05 Perforated HDPE Subdrain,6" 4040-A 6"Subdrain under paving shall be Comply to SUDAS chapter 4040 section 2.01&2.02 type C subdrain.Refer to D sheets for locations of subdrain and B sheets for the typical street section.Subdrain outlets into structures shall be per SUDAS Figure 4040.233.Subdrain quantity shown is up to edge of intake structure or cleanout.Method of measurement and payment shall be per linear foot of subdrain installed. Refer to SUDAS Section 4040 for standard specifications.Refer to SUDAS Figure 4040.232 for additional information and refer to D sheets for locations of subdrain cleanouts.Subdrain cleanouts shall be located in non paving areas and shall be Type A-1 cleanouts per SUDAS Figure 4040.232.Top of cleanout casting shall be located at 4.06 Subdrain Cleanout,Type A-1 4040-C-1 top of finished grade and not buried after fine grading operations take place.Method of measurement and payment shall be per each subdrain cleanout/casting installed. Refer to SUDAS Section 5010 for standard specifications. Item includes furnishing and installing pipe,pit excavation,dewatering,thrust blocks,tracer wire,testing,and those items mentioned in SUDAS shall be incidental to this bid item.Tracer wire shall be installed on all water main.Refer to the MWM sheets for locations of water main. At crossings with sewer pipe,contractor shall install the sticks of water main and sewer centered on each other so the joint spacing is furthest apart possible and contractor shall maintain a minimum 18"vertical clearance between bottom of sewer and top of water main.Tracer wire shall be considered incidental to this bid item and shall 5.01 Water Main,Trenched,DIP:12" 5010-A-1 be installed per SUDAS Figure 5010.102(WM-102).Thrust blocks shall be poured in place concrete as shown in the SUDAS specifications.All testing and disinfection shall be performed per SUDAS Section 5030.Contractor shall maintain a 6 foot minimum bury depth on all water main.Any bends used by contractor for vertical adjustments shall be considered incidental to this bid item.All connections to the existing water main shall be coordinated with the City of Waterloo Water Works staff.Should the contractor need to shut down the water main system at any time,these operations shall be coordianted with the City of Waterloo Water Works and all residents affected shall be notified 48 hours in advance.All testing shall be observed and verified by Engineer.Method of measurement and payment shall be per linear foot of water main installed. 5.02- Refer to SUDAS Section 5020 for standard specfications.Trench excavation,dewatering,bedding material,connection to pipes,restrained joints,thrust blocks,testing,and disinfection shall be considered incidental to this bid item.Thrust blocks shall be installed per SUDAS Figure 5010.101 (WM-101).Refer to MWM sheets for locations 5.03 Fittings(Water Main) 5010-C-1 of all water main fittings and bends.Method of measurement and payment shall be per each fitting installed.All 12"X 6"tees,including hydrant assemblies shall be locking tees. Refer to SUDAS Section 5010 for standard specifications.Temporary connections,dewatering,coporation at main,existing service removal,couplings/fittings for differing pipe material connections,and existing service connections shall be considered incidental to this bid item.Proposed water main shall be tested and yield passing 5.04 Water Services,Trenched,DIP,6" 5010-D results prior to connecting to existing property services.Proper testing and flushing shall be conducted by contractor prior to connecting to making system live and connecting existing water services.End of Service shall be marked with a 4"x4".Refer to SUDAS Figure 5010.901 for additional information on water service clearances.Refer to MWM sheets for locations and C sheet tabulations on water services.Method of measurement and payment shall be per linear foot of water service installed/removed. 5.05- Refer to SUDAS Section 5020 for standard specfications.Dewatering,additional fittings for connections,and all other items described in SUDAS specifications shall be considered incidental to this bid item.Refer to MWM sheets for locations of all gate valves.Valve boxes,valve box covers,and valve box extensions shall be considered 5.06 Valves,Gate:6"&12" 5020-A incidental to this bid item.Valve boxes shall be adjusted to the top of finished grade.Tracer wire shall be run up exterior of valve box for connection and locating purposes.Any adjustments required after fine grading shall be considered incidental to this bid item.Method of measurement and payment shall be per each valve installed. D En Fir Hydrant Assembly: Refer to SUDAS Section 5020 for standard specifications and refer to SUDAS Figure 5020.201 for more details.All public hydrants installed shall be safety blue in color.Refer to MWM sheets for locations of all hydrant assemblies.Auxiliary valve,spool extensions,adjustments of hydrant assembly after final grading operations,extensions, 5.07 Dead d e5020-C and flushing operations shall be considered incidental to this bid item along with other items described in SUDAS specifications.Hydrant shall have a 6 foot minimum bury depth.Hydrant shall be adjusted to above finished grade per detailon Sheet B.03.Tracer wire stations as shown on the SUDAS detail shall be installed at each Installation hydrant.Method of measurement and payment shall be per each hydrant assembly installed.Refer to standard Waterloo Water Works Hydrant Assembly detail on Sheet B.03. 5.08 Fire Hydrant Assembly,Remove 5020-C,J Refer to SUDAS Section 5020 for standard specifications. The unit price for each relocation of an existing fire hydrant includes,but is not limited to,removal of two existing end of watermain hydrants and reinstallation within this project. This item includes a new lead,spool,and valve for complete installation of the fire hydrant in the new and Salvage location. 5.09 Connection to Existing Water Main Refer to sudas 5010.Coordinate schedule of all shut downs and water main work with City of Waterloo Water Works.All property owners,City,and Engineer shall be notified 48 hours in advance should a water shut down be required.dewatering,temporary connections,connections to existing mains with any required Eg fittings/bends/couplings,additional pipe removal than what is shown on plans,and all other labor and materials shall be considered incidental to this bid item.Method of measurement and payment shall be per water main connection completed.All testing must meet satisfaction of Waterloo Water Works before final tie-ins are made. Refer to SUDAS Section 6010 for standard specifications and Figure 6010.301(SW-301)&Figure 6010.303(SW-303).Refer to MSA Sheets for locations of all sanitary sewer structures.Internal chimney seals,castings,and adjustment rings shall be considered incidental to this bid item along with other items described in SUDAS specifications.All sanitary sewer pipe connections at structures shall be of A-Lok type connections.Sanitary sewer castings shall be clearly labeled Sanitary Sewer per EJ 1040 AGS or equal.Castings shall be of Type A castings unless otherwise approved by the Engineer/City.Cleaning and testing shall be performed per SUDAS Section 6.01 Manhole,Sanitary,SW-301(48") 6010-A 6030.Additional work to clean manholes or use vacuum operations to remove debris from manhole shall be considered incidental to this bid item.Contractor shall verity the depth and location of sewer at this location prior to making connection.Shop drawings for structures shall be submitted to engineer prior to ordering and fabrication of structures to be installed in the field.All boxouts for structures and the materials/work required to construct the boxouts shall be considered incidental to this bid item.All boxouts shall be per SUDAS Figure 7010.103(PV-103)and shall be diamond type boxouts.Internal chimney seals shall be utilized and contractor shall ensure internal chimney seals are installed on all sanitary manholes per SUDAS Figure 6010.306(SW-306).Testing of manholes is required per SUDAS specifications and shall be observed by the engineer for check of compliance.All manholes shall include access steps.Method of measurement and payment shall be per each manhole installed. Refer to SUDAS Section 6010 for standard specifications.Refer to the M Sheets for locations of all intakes.Excavation,labor,equipment,bedding material,compaction,castings,pipe collars,and adjustment shall be poured integral with the boxout and shall be considered incidental to this bid item.Intakes shall be constructed according 6.02 Intake,Storm Sewer:SW-507 6010-B to SUDAS details,as called out on the plans.All Additional work to clean manholes or use vacuum operations to remove debris from manhole shall be considered incidental to this bid item.Shop drawings for structure shall be submitted to engineer prior to ordering and fabrication of structures to be installed in the field.Pipe collars shall be troweled smooth inside and outside of structure.Internal inverts shall create smooth transition from in pipe to out pipe.Method of measurement and payment shall be per each intake installed. 3 h N0. REVISION BY GATE N0. REVISION BY DATE Clapsaddle-Garb-Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 Q 5108NortlicDw DRAWN:____ DATE: ESTIMATE OF UANTITIES AND 5602.2 Ph 31 Falls,Iowa 50613 7� Po31928&0258 CHECKED: ---- DATE: ---- WATERLOO,'OO IOWA REFERENCE INFORMATION SHEET C 02 '� www.cgaconsul�an&.com APPROVED: ---- DATE: ---- , ESTIMATE REFERENCE INFORMATION ITEM NO. EM ITEM CODE DESCRIPTION Refer to SUDAS Section 7010 for standard specifications.Refer to B sheets for typical street section,D sheets for alignment and profile of street,and X sheets for extended grading beyond street paving.Final trimming of subbase,integral curb,reinforcement,joints,joint sealing,surface curing,pavement protection,and fixture 7.01 Pavement PCC 7" 7010-A boxouts shall be considered incidental to this bid item.Refer to Figure 7010(PV-101)for typical joints of pavement.Refer to J Sheets for additional information on staging.Refer to Figure 7010.102(PV 102)for details on integral curb.Refer to Figure 7010.901 for additional information on typical jointing pattern.PCC pavement shall be standard Class C mix design.Testing shall be performed by Engineer in accordance with SUDAS Section 7010.Mortar shall be applied to back of curb and gutter should honeycombing be present after forms are removed.A mix design shall be submitted to the Engineer 2 weeks prior to paving operations.Method of measurement and payment shall be per square yard of pavement placed. 1 Temporary Traffic Control A Refer to SUDAS Section 8030 for standard specifications.All traffic control shall comply with MUTCD standards.IA DOT standard road plans shall be utilitized for all traffic control operations.Traffic control signage and barricades shall be in place at all times.Placement,maintenance,and removal of traffic control barricades and 8 0 p ry 8030 signage shall be considered incidental to this bid item and shall be the responsibility of the contractor.Refer to the J sheets for additional information on staging and pedestrian/traffic control.Method of measurement and payment shall be lump sum for this bid item. 8.02 Permanent Traffic Signage ---- All signs shall conform to the requirements of MUTCD and the City of Waterloo Supplemental Specifications.Refer to the J sheets and B sheets for additional details and unique signs.Signs shall be a minimum height,measured vertically from the bottom of the sign to the top of the curb,of 7 feet.prior to fabrication,shop drawings of each sign shall be submitted.Each drawing is to be a scale drawing of the sign face,showing the size,arrangement,and spacing of all letters,numbers,symbols,and borders. 8.03 Traffic Signage Removal ---- Refer to A.03 Demolition Sheet for locations and additional information Traffic Signage Removal.Method of measurement and payment shall be per lump sum of signage and controls removed. Refer to SUDAS Section 9010 for standard specifications.Type 1 seeding shall be by conventional seeding method per SUDAS Section 9010,Part 3.05.Removal of rocks,removal of debris,removal of large dirt clumps,repairing rills/washouts,preparing seedbed,placement of seed,placement of fertilizer,placement of mulch,and Hydraulic SeedingFertilizing'and maintenance care to establish growth shall be considered incidental to this bid item.Seeding shall be permanent urban seeding per SUDAS Section 9010,Part 2.02 A.Special attention shall be paid to the seeding dates in SUDAS.Should the seeding dates be missed,temporary seeding and mulch shall be placed and permanent 9.01 ' 9010-A seeding,fertilizer,and mulch shall be placed in the spring.Temporary seeding in the event the permanent seeding dates are missed shall be performed at the contractor's expense.Erosion controls shall remain in place until stabilization of all seeded areas has reached 75%.All disturbed areas within green space shall receive Mulching(Permanent Lawn,Type 1) permanent urban mixture seeding,fertilizer,and mulch.Re-seeding and re-mulching should the seed not establish shall be performed at the contractor's expense.Seeding shall be placed on a minimum of 6 inches of topsoil to establish growth.Placement of seed and limits of each mixture shall be coordinated and verified with the the Engineer prior to placement.All green spaces must be seeded with permanent urban lawn mixture(Type 1).Method of measurement and payment shall be per acre of seeding,fertilizing,and mulching placed. 9.02 Erosion Control Mulching, 9040-Q-1 Refer to SUDAS Section 9040.Method of measurement and payment shall be per Acre of Erosion Control Mulching installed. Conventional Wattle/Filter Socks(Installation, 9040-F 4 F Refer to SUDAS Section 9040 and Figures 9040.102&9040.105.Engineer shall field locate where wattles/filter socks shall be placed and these shall be installed on an as needed basis dependent on the construction staging sequence.These wattles/filter socks shall not be used as inlet protection as clogging of intakes may take 9 03 Maintenance,&Removal) place-inlet protection shall be internal type devices per bid item 9.08.Method of measurement and payment shall be per linear feet of filter sock/wattle installed,maintained,and removed after stabilization. 9.04 Erosion Stone 9040-J Refer to SUDAS Section 9040 and Figure 9040.111 for additional details. This bid item shall be utilized at the inlet and outlet of the RCP Aprons.Engineering fabric shall be placed under erosion stone.Method of measurement and payment shall be per ton of erosion stone placed. 9.05 Silt Fence(Installation,Maintenance, 9040-N Refer to SUDAS Section 9040 and Figures 9040.119.Construction plans shall locate where silt fence shall be placed and these shall be installed on an as needed basis dependent on the construction staging sequence.Silt fence shall be properly installed per SUDAS,maintained,and removed at the end of the project following &Removal) proper stabilization of vegetation.Method of measurement and payment shall be per linear feet of silt fence installed,maintained,and removed after stabilization. 9.06 Inlet Protection Device 9040-T Refer to SUDAS Section 9040.Inlet protection shall be internal style protection and filter socks shall not be used as they cause clogging of inlet.Inlet protections shall be installed and maintained properly throughout the construction project.Inlet protections shall be removed upon conclusion of the project and vegetation reaching proper stabilization.Method of measurement and payment shall be per each inlet protection installed,maintained,and removed following stabilization. 9.07 Rolled Erosion Control Product 9040 Refer to SUDAS Section 9040 for standard specifications.Refer to RR.02 SWPPP Sheet for locations.Method of measurement and payment shall be per square foot of rolled erosion control product installed. 9.08 Detention Pond Modifications --- Install additional perforated drain pipe to the existing tile at the water quality berms.Remove existing hickenbottom,extend the pipe,add a tee to run perforated pipe around the bottom of the water quality berm,and place additional rock on top of the pipe to prevent clogging(See detail on Sheet 13.05).Seed and Matt the area that does not have any vegetation so that grass can grow,and prevent mud from silting in and clogging the pores of the rock berm and perforated pipe.(See Sheet RR.03) 11. 1 Mobilization 11,020 Refer to SUDAS Section 11.020 for standard specifications.The movement of personnel,equipment,and supplies to the job site shall be considered incidental to this bid item.All costs incurred by the contractor for mobilization are incidental to other bid item work and no separate payment shall be made.The establishment of 0 offices,storage,and other facilities necessaryfor construction along with bonding,permitting,and other expenses incurred prior to the start of construction shall also be considered incidental to this bid item.Method of measurement and payment shall be lump sum for this bid item. 11.02 Concrete Washout 11,050-A Refer to SUDAS Section 11.050 for standard specifications.Provide concrete washout to contain,collect and dispose of concrete debris containments. E E 3 h NO. REVISION BY GATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 Q 5106 Nordi: DRAWN:____ DATE: ____ ESTIMATE OF UANTITIES AND 5602.2 Cedar 2N-Iowa 50613 7� Po319266-0256 CHECKED: ---- DATE: ---- WATERLOO,'OO IOWA REFERENCE INFORMATION SHEET C 03 ' www.cgaconsuuanls.com APPROVED: ---- DATE: ---- Sanitary Sewer Structures North ing/Easting Top/Rim Bottom In FI Out Flow lev Elev 4SMH-101SW-301(48in) N:8829040.18,E:15467264.91 951.02 939.88 SE=939.98 NW=939.88 SMH-102 SW-301(48in) N:8828891.70,E:15467557.74 953.20 941.14 E=941.37 NW=941.27 SMH-103 SW-301(48in) N:8828869.31,E:15467722.28 951.67 942.03 E=942.16 W=942.06 Sanitary Sewer Pipes Name Start Structure End Structure Length Size&Type Slope Start Elev End Elev SAP-101 SMH-101 SMH-102 324 8.0"TRUSS PIPE 0.40% 939.98 941.27 SAP-102 SMH-102 SMH-103 162 8.0"TRUSS PIPE 0.43% 941.37 942.06 SAP-103 SMH-103 EX.Sj kN PIRE 8.0"TRUSS PIPE 0.35% 942.16 942.40 Sanitary Sewer Sevices Name Alignment N.E.@ Main Station and O.S.@ Main N.E.@ Stub Station and O.S.@ Stub Length Size&Type Slope Start Elev End Elev Depth @ End of Stub Service Type Ally San Sery-1 5602 Fisher Drive Road 8828974.1552 11+77.37,-3.279 8828930.0992 11+77.41,46.000 49 6.0"PVC PIPE 5.00% 943.01 940.55 12.06' Type 1 15467392.5692 15467370.4906 San Sery-2 5602 Fisher Drive Road 8828829.4836 14+28.55,45.990 8828883.1634 14+24.78,-7.881 54 6.0"PVC PIPE -5.00% 941.65 944.35 11.93' Type 1 15467613.7454 15467619.7512 N N N EXISTING SAN STUB SAP-101 SAP-102 0 'rn SAP-103 SAP-101 P Ao as` SMH-101 SMH-103 SMH-102 SAP-102 h N0. I REVISION I BY I GATE N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 SANITARY SEWER PROJECT 3 GRAPHIC SCALE 5106 Nord Drive DRAWN: : DATE: ---- Cetlar Falls,Iowa 50613 7� 0 5' 10' 15' Fn 31 e-zee-...1 CHECKED: ---- DATE: ---- WATERLOO,IOWA TABULATIONS SHEET NO. '� www.cgaconsul�an&.com APPROVED: ---- DATE: ---- , C.04 Water Fittings Name Type Sta,Offset Reference Northing/Easting Elev Alignment Tee-101 Tee 11+67.19,22.251 5602 Fisher Drive Road N:8828955.91,E:15467372.02 947.55 Tee-102 Tee 14+19.65,22.50' 5602 Fisher Drive Road N:8828854.38,E:15467608.72 946.55 R-101 Reducer 15+45.84,22.48' 5602 Fisher Drive Road N:8828848.50,E:15467741.33 945.69 Water Appurtenances Name Type Sta Offset Reference Northing/Easting Elev Alignment FH-101 Dead End Hydrant Assembly 15+51.35,22.51' 5602 Fisher Drive Road N:8828849.17,E:15467747.10 945.73 GV-101 6 in Gate Valve 15+47.06,22.48' 5602 Fisher Drive Road N:8828848.65,E:15467742.60 945.76 Water Service Pipes Name Length Size Type Reference Alignment Sta,Offset Northing/Easting Water Sery-1 21.68 6"DIA Ductile Iron 5602 Fisher Drive Road 11+67.20,24.32 8828954.0544,15467371.1030 Water Sery-2 21.47 6"DIA Ductile Iron 5602 Fisher Drive Road 14+19.65,24.49 8828852.4253,15467608.3159 Water Service Appurtenances Reference Name Type Sta,Offset Alignment North ing/EastiIng Elev E GV-201 6 in Gate Valve 11+67.20,23.88' 5602 Fisher Drive Road N:8828954.45,E:15467371.30 948.01 GV-202 6 in Gate Valve 14+19.65,24.06' 5602 Fisher Drive Road N:8828852.85,E:15467608.40 946.87 h NO. REVISION BY GATE NO. REVISION BY DATE Clapsaddle-Garb-Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3 5108NortlicD w SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 DRAWN: : DATE: ---- 5602_2 Cetlar Falls,Iowa 50613 7�� WATER MAIN TABULATIONS SHEET NO. Po 31928&0258 CHECKED: ---- DATE: ---- WATERLOOIOWA ' www.cgaconsul�an&.com APPROVED: ---- DATE: ---- C.05 Storm Sewer Structures Reference Top/Rim Bottom Name Sta,Offset Alignment NO Elev Elev L fi& FES-1 15 inch Flared End Section 67 x 74 15+44.09,66.12'R 5602 Fisher Drive Road N:8828804.91,E:15467744.23 949.56 ??? INTAKE-01 SW-507(On Sag) 15+39.09,-15.56'L 5602 Fisher Drive Road N:8828885.62,E:15467730.57 951.86 948.20 INTAKE-02 SW-507(On Sag) 15+39.12,15.441 R 5602 Fisher Drive Road N:8828854.77,E:15467733.59 951.86 948.09 Storm Sewer Pipes StartStructure End Structure Length Size Type Slope StartElev End Elev STP-1 INTAKE-01 INTAKE-02 31.0 15"DIA E15' RCP 1.00% 948.82 948.51 STP-2 INTAKE-02 FES-1 48.0 15"DIA RCP 0.76% 948.40 948.04 N 1 N I N 1 I I I I 1 INTAKE-01 I STP-1 STP-2 el 1 INTAKE-02 STP-1 a I 90• STP-2 rya FES-1 � I 0 1 I I I 1 h N0. REVISION BY GATE N0. REVISION BY DATEE0,CI:r.N..drdle-Garbe AssociatesInc DESIGNED: ---- DATE: ---- PROJECT NO. GRAPHIC SCALE F.I., ve DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 STORM SEWER TABULATIONS SHEET5602 2 NO. Cedar Falls,Iowa 50613 0 5' 10' 15' Ph 318-266-0E56 CHECKED: ---- DATE: ---- WATERLOO,IOWA ' www."gaconsuuan&.com APPROVED: ---- DATE: ---- C.06 phi, �9s wc_� \ / LOT 9 / \ 951 _ k FNT \ \ \ J \ ,954 " Ue C\ RAW OTHERS / / I &q� F9S) � --- - o� ° 952 LOT 13 ' / I I / i / i ' 950 11 9$1, \ 9$D, — LOT 14 SA DRAINA TE 2q — — \ ASEMEN -948_ FND 1/2"REBAR w/VPC#8505 � GENERAL GRADING NOTES —946 \ 1. SLOPES SHALL NOT BE GREATER THAN 3:1 FND 1/2"REBAR W/YPC#8505 2. ALL SLOPES STEEPER THAN 4:1 SHALL BE STABILIZED WITH RECP AS PER THE SPECIFICATIONS / / X _ 3. STRIP TOPSOIL TO MINIMUM 8"DEPTH AND STOCKPILE PER PLAN.RE-SPREAD TOPSOIL TO X \ MINIMUM 6"DEPTH AS PER SPECIFICATIONS.TOPSOIL OVER-EXCAVATION MAY BE NECESSARY X TO PROVIDE ADEQUATE MATERIAL FOR UNIFORM 6"RE-SPREAD. / —X l I \ _s45� \ 4. REFER TO D SHEETS FOR STREET GRADING. 5. REFER TO B SHEETS FOR PAVEMENT DETAILS. / FND 1/2"REBAR tR 6. UTILITIES NOT SHOWN FOR CLARITY,REFER TO M,MSA AND MWM SHEETS FOR MORE DETAILS. w/YPC#8505 h N0. REVISION BY DATE N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. it GRAPHIC SCALE C10 F tlicDave DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 OVERALL GRADING PLAN SHEETN02_2 9 Cetlar Falls,Iowa 50613 7� 0 30' 60' 90' Po319R66-o258 CHECKED: ---- DATE: ---- WATERLOO,IOWA D.00 ' www.c9aconsul�an&.com APPROVED: ---- DATE: ---- START OF PAVEMENT CONNECT STA:10+14.31 x iB TO EXISTING` i W � OFFSET:0.00' �DING SUBDRAIN ITYP.) \ / -N:8829044.39 / FTBACKmP 1 `E:15467245.38 /� \ 0,pugt / I _ °p - f� EENT(TYp END OF PAVEMENT -' s°� - _ _ R.QW \ LOT 9 IN PHASE I _ PROPOSED _ � � - - �STA:15+50.00 SANITARY SEWER 9g4 OFFSET:0.00' PT 15+97.53 P. ` i N:8828871.33 1 N=8828879.98 No °�� � �s"� -SO� � ) � � E:15467742.91 E=15467789.62 �N 112+45.97 PROPOSED l SD -w ` �s°� N=8828940.44 SUBDRAIN(TYP.) D �s l NER s°�� E=15a67a52.a1 i - - - - _ _ _ - - _ FS / -s DRI , - CURVE DATA PROPOSED sa �s°_ PC 13+20.98 ,9 v (J D PI STA=14+65.04 STORM SEWER 2 N-8828907.89 _ S' C �s0\ E=15467519.99 - - - - _ _ N=8828845.38_ - �i INTAKE(TYP.) D D E=15467649.78 i D v s°- �� s°` _ PROPOSED SANITARY MH D=39°36'44" D D Asa" (TYP.) R_400.00 s°__� i - - 1 T-144.06 L=276.55 PROPOSED D. / \ ` PROPOSED WATER �.v� ��s°�\ g$4 °-----s°-----so o k i' SUBDRAIN CLENOUT MAIN(TYP.) / I � ---sa" s -s"�- / (TYP-) � ES/D �� -sa"- / D D \ EINALK(BYOT//E �SD I \ \ 10 p R.Ow. -so- 953 list/C(j / I \ SEAS s°____ \ -so PROPOSED LOT 13 EMENrma ��� -,.� - ----so---�s��l/ / DEAD END - a5 I I \ I BU20//VG HYDRANT, SErg / / REDUCER, ACK(11P,� ��� / \\&VALVE PROPOSED PROPOSED WATER / STORM SEWER- SERVICE(TYP.) / / _ cryP-) �/ I I S°•\ IIS I� / LOT 14 970 970 --------- -------- - --------- .......... --------- ---------- --------- ---------- --------- ...---PVLSTA:12+02:70-::: ------------------------- ---------- --------- ------------------------- ---------- --------- ------------------------- ---------- --------- ......... ....::::: - ......... -------------------------------------- ---------- --------- ---------- --------- ...-----PV1 EL:954.94:::::.-........................-........::::;............-........................-......... ..........-........................-......------:-------------..::::::::: --------- --------- - ......... ........ --------- ---------- ......... .......... ......... ...------ 1k2.37%-.......;............;............;............,............;............;............;............,............;............;........... PVI STA,15-H .91 -------- -------- .......::o ------ o c3:..-------i------------ ---------- ....-----g2;,-T.o9% i------------i------------i--.:PVLEL951 a . . ------- --- .... o ----- ----- ------ 965 r3 965 ,. 0 1.os n >n _ --------- ----- -- ........N ........ ......................... ........................ .......-- ...... .......... ......... ......... ......... .......... ......... ......... ......... .......... ......... .......... ......... ...-- 2:1.17 ......... ........ ..+ i[1.........+ ..........;............:............ ........................;......... 6.65 -------- -------- ------ ----- ...------ ---------- --------- ......... ......... ..... .. ......... ......... ---------- --------- ------------------------ ------------------------ ------------------------- ---------- --------- ....-K:5.4 .:. .+ : ..� OL. .o-- .;. ... .;. .... .:� HP-STA:12+30:55.. ......... ........ ------. ........�..I ......... .......... ......... ......... ......... ...... .... ......... ......... .......... ......... .......... ......... .......... ......... .......... ......... .......... ......... E:0.42 ......... ........ ....... IL.........IL.[..........:..... ......... ......::HR EL:954.38:....:i:......................:i:....................... ............'............ ........................ ............'.......----- ------------:----------- i:...... ......... ........ I[:........li ...... ..>....... ..LENGTH:150.00.....;............;............'.......------............;............;............;............;............;............;........... LP STA:.15+ 1.23 ------- -------.::II . >::......:a.w... ..........:............ ...::::::......... .... ......... ......... .... --------- -------- --------- -------- --------- -------- -----.... --- --------- ------- -----..Q W......... .... LP EL;95116 960 F-J......... ......... ----- 960 J mw R: - - --- -�w --- -- - - -- -- --------- ................ ... .-- ... ... ... b... ... ... ... ... ... ......:: >7 ......... ........ ...... ....... ...----- ......... ...... r............'............:........................-----------..'...........:n. ....... --------- ---------- --------- ---------- --------- ---------- ...... ..........LENGTH:150.00.x::::::::::: ......... ........ ........Q(L...----- --------- ......... ..........N ------. ......... .......... ......... .......... ..........:+. ....... ......... .......... ......... .......... ......... .......... .... ......... ......... ......... ......... ......... ..----- . ......... ......... ... .........+SO................................................------------------........'. ....... ......... .......... ......... .......... ......... .......... ......0 ---------- --------- -------- ......... ......... ......... ........................ ...: EXISTING GRADE:......... ..:............'.............:qq .......... --------- -------- 8i.:........:............:............:............:.......................: :..........:;::...... ......... ......... ......... ......... ......... ......... 0..........;............ ............;............ ............,............1-..J..........;............................... ....+ 0.:.........................'...........� ... .... .:. - ....................... ........... ................... ...............................y.W.........................................------.------------......... .....V .:.......------------.................+ 955 ......... ......................... ¢ .. ........'............:............:............... .... PROPOSED GRADE N 955 N �' ....................... ..................----....... ......................................:............................................................. ......:........................ �s-:.............. ................... ------------------. -----............. ..............----- ------.. --------------------------------------------... ................... ................... ................ ----------------------- ----------- ------------------------:......................... .�.-........... ........ .a................................................:.............................................. .:.---- .. v >. ¢ ----------------------- ----------- ------------------------:......................... ............................................. ..........:............'......... .......................:............'..----..w w.:.---------------------------------- .. ----------------------- ----------- ----------- -------------------------------------- a.a... ............:............:............:............'............:............;........... .'.........-1.09%...........:..... ----- ---------- ----- � �.;..... w ....................... ........... .......... .............:... ..;....... ...........'............:............;............:............'............:............;............:............... .. .......:............. .......> ,..............;....................... ---------- +2.37% ....................... ........ ........;............:............'............:............;............:............'............:............;............:............'............:............;....................::::: a +1. %... .. +1.24%.:::.......... .... ......... �.- _.. ..............:............:.----------- ------------------------- ------------------------ ------------------------- ------------------------ ------------- ...................:........................:..........................-.-.... 950 -------- -------- _ .... -------- --- 950 ------------- ---------- - ------------ ---- -10+14.31 A ::: --------------------- ------- ELEV=950.88 --------- -------- ------ --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- ------ x 945945 --------------- ------ MAKE CONNECTION T EXISTING STREET . _ SEE JOINTING PLAN FOR ADDITIONAL INFORMATION)::::------------------------- ------------------------- ------------------------- ------------------------- ------------------------- ------------------------- ------------------------- ------------------------- ------- ----------- E - ( ) ------- ----------_ --- DEPTH --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- : CONTRACTOR SHALL SAWCUT FULL ------- -_ FOR CLEAN EDGE PRIOR TO PAVING - --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- ------::: 940 - -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- ------------------------ ------::: 940 ......................-..................------........................------..................------..................------..................------..................------..................------........................------..................------..................------..................------..................------..................------........................------..................------..................------..................------..................------..................------........................------..................-------------------------- a Noyd � ...................... ------- ...... p_............... e ..-.-.-.-.-.-.-.-.-................................i:................................................. .-.-.-.-..-..-..-..-.......:...-..-..-..-..-..-..-..-.....-.-.-.-.-.-.-.-...'....-...--..--..--..--..--..--..--..- -..--..--..--..--..--..--..--..- --...--..--..--..--..--..--..--..--..N-....�y.-..-..--..--..--..--..-..-..-....(�.1;�....-.. --..--..--..--..--.. -..-..-..0N.1.;.�.-..-..-..-..-..-..-..-..-....A.::Th...-...-...-...-...-...-...-...-.......;.lD......................... ... ..A tfp0 935 :::::: . - _ _ExISTNGELEVATON PROPOSEDELEVATIO . . . - ..... .. .......... ..........O ... Nm �.......... ........ ...... . ......N � N .. WNO .. .. .... .......... .... .......... ....... �........ N .......... 930 � N ----- 930N �� N9 ...... m ..........:............ y 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 y 1"=5'VERTICCALESCALE N0. REVISION BY GATE N0. REVISION BY DATE 11WNddle-Garber Associates,Inc DESIGNED: ---- DATE: -- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 FISHER DRIVE PROJECT2 GRAPHIC SCALE 5106 N.H.,Dr'rve DRAWN:---- DATE. -- 5602_2 21 Cetlar Palls,25 50613 CHECKED: ---- DATP. N 0 20' 40' BO' PM1 31&288-0258 WATERLOO, TER OO TOW A ��a��=��,a�,=�om APPROVED: ---- DATE ---- YY t"11)C'iR 1, ,1 VY L'1 PLAN AND PROFILE o.01 \ \ PC 17+99.90 \ \ \ \ N=8828928.58 \ \ \ E=15467986.07 . \ \ \ \ - - END A PAVEMENTPI 17+00 87 _ + N=8828904.80 IN PHASE 2 E=15467889.94 { \ STA:15+50.00 \ _ - OFFSET:0.00' PI 16+60.01 ° \ o \ N:8828871.33 N=8828894.99 E:15467742.91 PT 15+97.53 \ E=15467850.27 CURVE DATA - - - - - - N=8828879.98 E=15467789.62 PI STA=14+65.04 - _ -N=8828845.38 E=15467649.78 PROPOSED p - _ - - o �w PT 19+69.18 - -D=39°36'44" STORM SEWER - 1 N=8828934.65 INTAKE P. 9c� p ° / I E=15468154.04 I \ R=400.00 - (TYP.) u; ° T=144.06 L=276.55 ° p p ° -s" -_-s, --- p PI 20+59.67 ° I \ N=8828919.31 PROPOSED^ + ° \ I \ E=15468243.21 \ - SUBDRAIN CLENOUT p p \ \ /952 (TYP.) U m \ I -5p----mss - -so- ! p 9 / \, PROPOSED DEAD _ END HYDRANT, \ i - - - PROPOSED C- 'REDUCER,&VALVE ROCKTURNAROUND / 9y STORM SEWER _1 / (TYP.) - - - - - - - / 970 970 --- --- --- - --- --- - -- --- -- -- --- -- - --- --- PVI STA:_17+50.00--- --- --- --- --- --- --- --- - -- --- -- -- ----- 965 ---- -- ----- ---- - --PVISTA, ---------------------------'----------------------------------------------------------'------------- 15+435--1--------- g1-:1;,17%--_-------------- ---------------- ---------------------------------- ---------------- ------------------------------- ----------------- ---_-_-_------------------------ ------------------ --------------------------- ------------------- ----------------------------------------------------------- 965 PVI 951124 ----- - ---- ---- -- --- ----- � -- ----, ----- --- --g2:41.27%------ -.- ---- -----;---------- -.- ---- -.-- -------- -.- ----- --------- -.- ----- � - ------- .- ------ ;-- -- ------ --------- ---------- ------ ------------- ----g1:--1.09%------------i----------- ------------i------------:------------i-----------•------------i---------K:61-.49-------- ----- ---------------- ------ ------ ------------ --------- --------- --------- --------- --------- --------- ---- - ----- ---- - --g2:1.17% ----- - - ---- ----- -- ---- ----- -- --- ----- --- ---E:0.46 ----- ---- -- ----- ---- ----- ----- ----- ----- - --- ----- -- --- ------- ---- ----- ---- - ---K:66.65 ----- - --- ----- -- --- ----- -- -- ----- --- -HP STA:_17+46.67--- ---- ----- ---- ----- ----- ----- ----- - --- ----- - -- --- ------- ---- ---- ------------ -- ---;------{:0.42-:------- ---;-- --------- ------ --- ------------:-------- ---;--- -------;------------ -------1iP-EL::953.t8---- --;----- -----------------;----- ----:----------- ----- --- --------- ----- - - ------- --------- ------------ --------- 960 ---- -- - ------- ---- - --LP STA:15+41.23---- - - ------- ----- -- ---- ----- -- --- ----- -----:LENGTH:150.00---- ---- -- ----- ---- - ----- ----- ----- ----- - --- ----- -- --- ------- 960 tPEL�951-.86_____- -;- -;- - --- _ ----- ---- - .LENGTH:150.00 --- - -- -- -- - -- $ -_-_ -- -- --- --- --_ --- --- --- --- --- - -- --- -- -- ----- -- °rn -- -- - -- -- - - -- -- - -- n -- -- -- -- ui $ (p -- -- -- -- -- - - -- -- - -- - 16 -- YS YS -- -- - -- -- - - - m -- - --- (V-- --- --- --- --- - + r0 --- --- --- --- --- - - --- -- - ----- --- C -- -- - -- -- - -- ^^ -- - --- --- --- --- --- - w u) --- --- --- --- --- - - --- -- - --- - 955 On m F J ¢ 955 ------ Q --.--- -------- --------- ----.---- --------- --------- --.------ --------- -----------Q .. ----- ------ ------- m-w----- ------- ------ ------- ------ ------- ------ --•-- ----- ------ ------ ------ ------- ---- ------- ------ ----- ----- ------- ---- ------ ------ ----- J --- row --- --- - --- --- - ---- -_-_- row -- --- --- UQ-- - ---- --- --- --- -- --_ 55 _-_-_ ---- --- -EXISTING GRADEo --- --- - -- --- -- -- ----- -- a a-- - --i- ----- 950 +1.17% 1.27% 950 FUTURE FISHER DRIVE PROPOSED GRADE 945 945 x :END OF PAVEMENT e ---- -- ----- IN PHASE 2 - --- ----- - - ---- ------ -- ---- ----- -- --- ----- --- -- ----- ----- -- ----- ---- - ----- ----- - ----- ----- - ---- ------- ---- ---- ------- STA=15+50.00 ELEV=951.68 940 940 3 ---- -- ----- ---- - - ----- ----- - - ---- ----- -- ---- ----- -- --- ----- --- -- ----- ---- -- __ ----- ---- - ----- ----- - ----- ----- - ---- ----- -- ---- ------- in 935 935 EXISTING ELEVATION PROPOSED ELEVATION F{llr 77777777 NO N'm - N m m ID- - A m t`V-_ --m N -- rD 7-- ��n -- m n- --A -- >V -- n of -- ^ -- _f0:� -- ^ -- f0_ -- r�N -- O N- -_O -- n O-- -N A f0 -- ` -- Nm N -- m�m - m:n -- - m�Y) -- V•1� ;m -- N•� - �V --- - m:0 -- m•� -- -- -- v:m -- -- nim -- V�O -- M:r` - �V -- N_.n -- M_:V N --- -- ---- N" --- ---- �S��yy - --- - N ----- �S r��N - --- ----- -- -- ----- --- ----r�•N ----- �S��yy --- - -�y N- ----- N ---- - -----N' ---- --- ----- - -- ------ -m Oi v? YS N ---- --N:YS ----- -- ---- ------ N:YS- -----�:N ----- N.N-- ---- MA ----- N.N-- -----�A ------ �;�--- ----Rm ------ �:�-------- ------- N:YS------- YS.YS ------- N. ----- - ------ ---- ---- pp ----- - ---- ^pp ------- -go NYS- YSN- -NN ��-- -NN 930 °i ---- ----m.m -------- m'm ---- --m:m--------- m.m------ --m.m- ------ m'm -m.m-- -------m m------- -m.m-- ------m m ------- -m.m--- -----m.m ------- m.m---- ---- m'm -------- m.m---- ---m.m--------- m.m----- -m;m- --------m.m----- m m-- ----m.m------ m m--- ----m m--------- N m 930 y 14+50 15+00 16+00 17+00 18+00 19+00 20+00 20+50 1"=5'VERTICE N0. REVISION BY GATE N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 FISHER DRIVE PROJECT NO. 3 GRAPHIC SCALE 5106 Nortlic Dave DRAWN:---- DATE: ---- 5602_2 Calor Falls,Iowa 50613 0 PO' 40' 60' Ph 319268-0256 CHECKED: - DATE: ---- SHEET NO. www cgacoaaYliaa&c m APPROVED: DATE: ---- WATERLOO,'OO,IOWA PLAN AND PROFILE D.02 SINAGE TABLE SIGNING SCHEDULE NOTES TRAFFIC CONTROL NOTES DIM"X" DIM"Y" AREA 1. "X"DIMENSION SIGNIFIES THE DISTANCE FROM EDGE SIGN NUMBER LOCATION QUANTITY (FT) (FT) MUTCD TYPE SIZE(IN) (SF) SIGN POST COMMENTS OF PAVEMENT TO EDGE OF SIGN. THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL.THESE METHODS 2. "Y"DIMENSION SIGNIFIES HE DISTANCE FROM BASE OF AND PRACTICES SHALL INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: 1 WEST END OF EXISTING FISHER DR 1 14 7 R11-2 24"x30" 5 NONE THE POLE TO THE BOTTOM OF THE SIGN. 3. STREET DESIGNATION SIGNS SHALL BE MOUNTED ON 1. TRAFFIC CONTROL SHALL INCLUDE ALL MATERIALS,EQUIPMENT AND PROCEDURES INVOLVED IN 2 NORTHWEST CORNER OF FISHER DR AND 1 2 7 R1-1 30"x30" 7 NOTE 3 REUSE EXISTING SIGN POST 12 FT LONG SQUARE TUBE TELESPAR POSTS AND CONTROLLING BOTH VEHICULAR AND PEDESTRIAN TRAFFIC DURING CONSTRUCTION.THE BANKERS BLVD SHALL HAVE LEGEND ON BOTH SIDES OF THE SIGN. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PROTECTION OF THE WORK AND MOUNTING BRACKETS INCIDENTAL TO BID ITEM. SAFETY OF THE PUBLIC. 3 EAST END OF FUTURE FISHER DR 5 0 5 OM4-2 24"x24" 4 NOTE 3 4. WHITE LETTERING ON GREEN,4 IN.HIGH.FOR PUBLIC 2. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA. STREET SIGNS,DIVISION 1 3. THE CONTRACTOR SHALL STAGE THE DEPLOYMENT OF THE TRAFFIC CONTROL IN CONJUNCTION WITH 5. ALL SIGNS AND POSTS TO BE TYPE"A" CONSTRUCTION PROGRESS. 6. POSTS TO BE INSTALLED AT A DEPTH OF 3 FEET FROM 4. THE CONTRACTOR SHALL FURNISH,ERECT,OPERATE,MAINTAIN,MOVE,AND REMOVE ALL TRAFFIC THE BOTTOM OF POST TO FINISH GRADE. CONTROL DEVICES REQUIRED FOR THE PROJECT. 7. TRAFFIC SIGNAGE SHALL COMPLY WITH MUTCD. 5. ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED AT A MINIMUM OF 2 FEET CLEAR OF THE BACK OF 8. CONTRACTOR TO SUBMIT SIGN TEMPLATE DRAWINGS CURB OR OUTSIDE EDGE OF SHOULDER WHERE POSSIBLE. TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 6. 'ROAD CLOSED'SIGNS TO BE MOUNTED ABOVE TOP RAIL OF TYPE III BARRICADE SO AS NOT TO OBSCURE THE DIAGONAL PANELS. 7. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONDITIONS,PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAL OF THE PROJECT ENGINEER. N 8. ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AT ALL LOCATIONS WHERE TYPE III BARRICADES WITH'ROAD CLOSED'SIGNS ARE USED. 9. THE BACK SIDE OF THE TYPE III SHALL BE REFLECTORIZED BY A MINIMUM OF SIX YELLOW REFLECTORS, ONE AT EACH END OF THE RAIL,OR AT LEAST ONE RAIL ON EACH BARRICADE SHALL HAVE REFLECTORIZED STRIPES PROPERLY SLOPED AT EACH END AT ALL FULL CLOSURE LOCATIONS,THE _ILAN MARNAN DR 10. LONGT D ERM OR PERMANENT TRA FIRH C CONTROL SIGNS AT CONFLICT WITH SPECIFIC LAYOUTS D cloy--- o+ — SHOWN ON THESE PLANS ARE TO BE COVERED AS DIRECTED BY THE PROJECT ENGINEER. - - — — 11. SIGN WASHING SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED Fo-__ F,_ _ BY THE PROJECT ENGINEER. on —""+aa"t�'� aHe oHF oeF - one oHe oNF ci; — 12. ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. _ SHEETING OR EQUIVALENT.(IOWA D.O.T.TYPE VII SHEETING) e 13. THE CONTRACTOR SHALL CONTACT THE CITY OF WATERLOO PUBLIC WORKS DEPARTMENT TO REMOVE ALL PERMANENT STREET SIGNS CONFLICTING WITH THE PROPOSED IMPROVEMENTS.THE i CONTRACTOR SHALL REMOVE ALL OTHER SIGNS AS DETERMINED BY THE ENGINEER AND THEY SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL. 4 I =I 14. AT THE TIME OF INITIAL SETUP OR AT THE TIME OF MAJOR STAGE CHANGES.100 PERCENT OF EACH y 4" — I Ir "3jl i TYPE OF DEVICE(SIGNS,CONES,TUBULAR MARKERS,DRUMS,BARRICADES,VERTICAL PANELS, CHANGEABLE MESSAGE SIGNS,AND PAVEMENT MARKINGS)SHALL BE CLASSIFIED AS ACCEPTABLE BY � e t I' THE REQUIREMENTS OF THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION(ATSSA)."QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES-1992 THROUGHOUT THE DURATION OF THE PROJECT,UNACCEPTABLE DEVICES OR SITUATIONS THAT ARE FOUND ON THE JOB I TE AS DETERMINED BY BEFORE MENTIONED PUBLICATION SHALL BER PLACED OR THE SITUATION __ — _ j j j CORRECTED WITHIN 12 HOURS OF INITIAL NOTIFICATION BY THE PROJECT ENGINEER. 15. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS — -- — SHALL BE AS APPROVED BY THE ENGINEER. 16. FINAL REMOVAL OF TRAFFIC CONTROL SHALL BE PERFORMED ONLY WHEN WORK HAS BEEN APPROVED v~ BY THE CITY OF WATERLOO.COORDINATE REMOVAL WITH THE CITY OF WATERLOO. 17. SIGNAGE AND WORDING IS FOR REFERENCE ONLY;SIGNAGE SHALL BE UPDATED AS NECESSARY TO O��Q �� z REFLECT ACTUAL ROAD CLOSURE CONDITIONS. — �� P 18. SIDEWALK CLOSURES WILL BE REQUIRED FOR ALL SIDEWALK AFFECTED BY PROJECT. o R BANKERS BLVD REMOVE YIELD SIGN AND REPLACE II II ° D3-1 WITH R1-1 STOP SIGN REFER TO DETAIL THIS SHEET FOR ADDITIONAL DETAILS FISHER DR it STOP STOP ! (i w`I R11-11R11-11MUTCD TYPE R11-2 MUTCD TYPE R11 2 I a iI G4 6p r ROAD PERMANENT ROAD CLOSED \ — CLOSURE(OM4-2) PERMANENT POST N �I tit 11 TYPE 3 BARRICADE WITH ROAD CLOSED SIGN N — - noscac SIGN A SIGN B REFER TO MUTCD FOR ADDITIONAL INFORMATION o, N0. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garb-A—i.1e., DESIGNED: DATE: ---- PROJECT NO. % GRAPHIC SCALE CID.Frn1.,— In ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 TRAFFIC CONTROL AND 5602_2 DRAWN:---- DATE: ---- 0 100' 200' 300' Ph 3192N-N2 .613CHECKED: ---- DATE: ---- WATERLOOIOWA SIGNAGE SHEET NO. '� www.cgaconsuuan�s.com APPROVED: ---- DATE: ---- , J.OI NOTE: \ 1. REFER TOM SHEETS FOR ADDITIONAL INFORMATION ON STORM SEWER. 2. REFER TO MSA SHEETS FOR ADDITIONAL INFORMATION ON SANITARY SEWER. \ 3. REFER TO MWM SHEETS FOR ADDITIONAL INFORMATION ON WATER MAIN. PROPOSED \ � SMH-101 SUBDRAIN CONNECTION /0' @ y0tj PROPOSED SUBDRAIN(TYP.)\ p \ i —954— — _ _ PROPOSED i \ SANITARY SEWER(TYP.) _ PROPOSED \ \ PROPOSED WATER 70, �W �w ` \ _ _ — _ — — — — — — J SUBDRAIN \ SERVICE,TEE& \ p U@F�TUR �s°\ 954 0� \ CLEANOUTS \ VALVE(TYP) \ p O(/ F — ��� � s°� SMH-102 ti G SFjq /f\/�\ Al \ F3J \� \ \\ 0 \sD`` —so_ INTAKE-01 "Yp� A �Sp� iso___ D P LOT 13 \ \ PROPOSED SMH_103 --- 0 p P WATER MAIN 95s _San I p I \ (TYP) --- I ——gp ---- -----50 D � I / \ 952r -PROPOSED DEAD END HYDRANT, SANITARY SEWER REDUCER&VALVE SERVICE(TYP) r 1 STORM SEWER PIPE(TYP) . LOT14 M 65 h NO. REVISION BY GATE NO. REVISION BY DATE Clapsaddle-Garb-Associate.,Inc DESIGNED: ---- DATE: ---- PROJECT NO. it GRAPHIC SCALEmm'I 5106NortlicDrive DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 OVERALL UTILITIES SHEET NO.Cetlar Falls,Iowa 50613 7� 0 20' 40' 60' Fn 3t0R66-o256 CHECKED: ---- DATE: ---- WATERLOO,'OO IOWA m 00 www.cgaconsultan&.com APPROVED: ---- DATE: ---- I � 00 1` I INTAKE-02 \ ` I I STA 1INTAKE 02 I 1 I I SW-507(On Sag) / �I N:8828854.77 I _ _ _ _ _ _ I ____ FES I-1 I OC EL:953.86 , 1 1 a a 15'RCP APRON ——�———t FL IN(N):948.51 INTAKE-01 I I I W/10 TONS RIP RAP Ir FL OUT(S):948.40 STA 1+77.6, 0.0' I — — — — — — — — — — — — 1 INTAKE-01 / SW-507(On Sag) I _ — _ y N:8828885.62KINI 48 LF 15"RCP @ 0.76% 6 ___ ss___ 1 E:15467730.57 1 I 1 31 LF 15"RCP @ r 00 TOC EL:951.86 I I Sae I I 1 FL OUT(S):948.82 1 ' / ► I 1 1 1 I I J ....................................................................... ........ ------------------------ ....................................................................... --------- ------- ...................................................................... ------------------------ ....................................................................... --- ---------------- ------------------------ ------------------------ ......................................... ---------------- ----------------------- ---------------- ------------------------ ------------------------ ......................................... -------------------------------- ----------------------.. ------------------------ 975 .................................... ------------------ ------------------ ---------------------- 975 ..........................................................------------ ---------- ------------------------------------- ---------------------------------------------------------------------------------..... ---------------- --------- ..... ------- ----------------------- ......................................... ---------------- -------------------------------- ----------------------- ......................................... ---------------- ----------------------- ------------------------ ----------------------- ......................................... ------ ------------ ...................... ----------------- ------------------------ ----------------------- ......................................... ---------------- ----------------------- ......................................... ---------- -------------------------------- ------------------------ ----------------------. 970 ----------------- -•----------------------------------------- ---------- ---------------------- 970 .........................................................------------ --------------------------------------------- --------------.............. ----- ---------------------------------------------- ------------------------------------------------- . ......................................... ---------------- -------------------------------- ------------------------ ......................................... ----------------------- ---------------- -------------------------------- ---------- ------------------------ ......................................... ------------------•----------------------------------------------- ----------------------- ......................................... ---------------- ----------------------- ---------------- ------------------------ ------------------------ ......................................... -------------------------------- ------------------------ -------------- ------------------------ 965 .................................... ---------------- ------------------ --------------------- ---------------------- 965 ......................................................-------------- --------------------------------- ---------------...:...........------------------------------------- ------------------------------------------------------------------------------------------------- ..... ------ ......................................... ---------------- ------------------------ ----------------------.. ------------------•----------------------------------------------- ----------------------- ......................................... -------------------------------- ------------------------ ------------------------ ......................................... ---------------- -------------------------------- ------------------------ ------------------------ ------------------•-------------- ----...----------------- ------------------------ ......................................... ---------------- ----......------------- ......................................... ---------------- -------------------------------- ----------------------.. 960 ------ ---------------------- 960 .........................................................------------ ------------------------------------- ................................................ ------------------------------------------------- ......................................... ---------------- --------.:..... ......................................... ------------------- INTAKE----------------- ------- INTAKE-02. :::::::: SW-507 On Sa ---------------- SW-507(On Sag): :::::::: -----------------.:.... ( 9).: --- ::::::::::::------:: TOC EL:951.86 ------- :::: TOC EL:951.86:::::::: ---------------------- IFIL OUT S:948.82:;:::::::::::::::: 955 .................................... ---------------- FL IN N:948.51......- ----------------- ( ) ...D3STINGGRADE ....--- 955 PROPOSED GRADE .:............._ ( ) - --------------------------------- - .................................:........... .......... ..... ........... :::::::::::::::::..... FL OUT(S):948.40:: ::::::::::::::::::::::::::::::::: ................... ......................................... -------- ................. ................... ........................ .................................. ................................................... . ......................................... ----------- .. .......................................................................................... q FES-1 ....... ............ ................................ E ...................................................................... .__--. y ...................................................................... .................. ....................... ...................................................................... 15"RCP APRON ...... ................ ----------- x 950 31 LF 15"RCP @ 1. - 950 ............................................................ W/10 TONS RIP RAP .. .. 48 LF 15"RCP @ 0.76%.:.......................:. :.: a ....................................... ------------------------ ...................................................................................... sQ: --------------- --------------------- ................................................................................................ .................................... .................... ----------------_ ---------------------- ...................... ................. ---------------- - - 945 ------------ - - ------ - ....................................ITAR....... ----------------------..... ......................................................... PROPOSED :....PROPOSED SANITARY::............ :. ................................................................................................... ........................ 12"WATER MAIN..........................:::.:...8.0"TRUSS PIPE ...............:------------------...... ................................................................................................. ................................................................................................. ...................... a ...................................................................................................:............................................................................................................................ 77 940 .................................... ---------------- 940 L ..........................................................................................................................................................................EXISTING ELEVATION -- - . PROPOSED ELEVATION - ----------------- :::::::: :::::::::::::::::::::: :::::::--------------:::::::: .:::::...........::::.....:::::::::::::::::::..1i ::::::::::::::::::::::::::::--------------:::::::::::--------------:::::::::::::::-----------:::i:::--------------------- ry .... :.....................�.�......................�.a......................^a......................a;�......................o.r,----------------------oo.a. o .................... r-�......................n;....................... . ..................................................................................................................................................................................:... ................................................. m n ao.n..... m. m. :,u4::::::::::::::::::::::in' ::::::::::::::::::::::'n''n::::::: v''n::::::::::::::::::::::uai:------------------...... 935 ' .....:::::::::::::::::: .....::::::::::::::::: .:.::::::::::::: ............................... m m m m m m m:........---------::::::: 935 y y 1" GRSVERTICAL APHIC N0. REVISION BY GATE N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 STORM SEWER PRo�5602_2 % GRAPHIC GCALE 5106 Nortlic Drive DRAWN:---- DATE: ---- ECT NO Cetlar Falls,Iowa 50613 7�� 0 10' 20' 30' Ph310e66-ozse CHECKED: — DATE: ---- WATERI'OO IOWA PLAN AND PROFILE S"EETM01 '` www.cgaconsulian&.com APPROVED: ---- DATE: ---- - /� \ Se7-SACI 10,pUg�l >\ / / o _ �Uric//y EASLOT 9 g - EM � � 40- `- , � ENT mp) 'C)- \ s° R•O,W ' STA:13+62.1, 0.3'R SMH-102 �Wrc� 0 9y3 �s0� PROPOSED 6" \ SW-301(48in), -954/ J 953 \" SUBDRAIN(TYP.) N:8828891.70 _s, � \ ��`�s°\ - � E:15467557.74 / STA:15+29.3, 0.0' ` RIM:953.20 % SMH-103 ° 324 LF s5a �` / - - PROPOSED \� 8. FL IN(E):941.37 - - - - - - - SW-301 (48in), D D `w �s rRUSs `s°� FL OUT(NW):941.27 N:8828869.31 STORM SEWER PIPE ,\ i E:15467722.28 _ INTAKE(TYP.) D �s0`� �� O'4poo `z_ \ \ - - _ RIM:951.67 / / ms`s°� \ FL IN(E):942.16 v p3yl�v D SSMH-101 H:10+33.7,10 -5.0'L ° `� � - FL OUT(W):942.06 C DnP\pEG° D j p _ SW-301 (48in), \ PROP SED12"DIPN(TYP.) ` `ws,,\ `sr,, FISHRIVE `-°_ \ / / o'' 1 F �PJc v • v D v / IN:8829040.18 0_.__ " .s0 6gL D D O D / E:15467264.91 s° y --so____ s0--- IRIM:951.02 r s� -su-----so----- D v D FL IN(SE):939.98 3 FUTURE 62 1LF 8.0"TRUSS PIPE @ 0.43% . FL OUT(NW):939.88 l R'D•W A WATERSSERVICE(TYP.)PROPOSED 6"DIP\ 1 VUS�ICu7k/n EA rBYo'lpOTHERS) `�SD`� 9y2 / 0 ' SEMENT PROPOSED 6"PVC SANITARY _ 9ss SEWER SERVICE(TYP.) - _- I I ' GSETSAC ��� -- ---- - - _ K(1YP _ I SED LOT 13 ) \ PROPOSED 6" / DEADENDGENERAL UTILITY NOTES: I ��� SUBDRAIN(TYP.) / / \ \ FIRE HYDRANT 1. ONE WEEK PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY \ \ THE CITY OF WATERLOO. PROPOSED 6" 2. COORDINATE GAS,ELECTRIC,TELEPHONE AND FIBER OPTIC SERVICE / PVC SANITARY PROPOSED WITH RESPECTIVE UTILITY COMPANIES DURING CONSTRUCTION FOR I _ PROPOSED 6° / SEWER SERVICE - STORM SEWER LOCATIONS AND HOOKUPS TO EXISTING UTILITIES. / I _ DIP WATER / SEW _ (TYP.) 3. SEWER FLOW LINES,PIPE MATERIAL,&PIPE SIZES SHALL BE FIELD I I - SERVICE(TYPJ VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. 4. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES&STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. I I I LOT 14 / 5. REFER TO B SHEETS FOR UTILITY DETAILS. 6. ALL WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. 965 STA:10+33.7, -5.0 SMH-101 -- - STA:13+62.1, 0.3'R :SW-301 (48in), SMH-102 STA:15+29.3, 0.0 N:8829040.18 SW-301 (48in), SMH 103 :E:15467264.91 N:8828891.70 SW-301(48in), 960 RIM:951.02 E:15467557.74 N:8828869.31 960 -FL IN(SE):939.98 - - - - - - -- RIM:953.20 - - - - E:15467722.28 FLOUT(NW):939.88 EASTING GRADE FL IN(E):941.37 RIM:951.67 FL OUT(NW):941.27 FL IN(E):942.16 PROPOSED GRADE FL OUT(V):942.06 . 955 955 950 950 .......................: . ____. .___.. .___.. ____. .___.. .... ___. .___.. ...... ....._.. ......_. .. .___.. ___. ____. ___.. .___.. ....._.. .. ....._.. ......_. ... .. __........................................................ .. ... ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . .. ... ... .. ... ... ...................... ......................... ... ... ... ... ... .. ...................... .. ... ... .. ... ... ........................ ..................... ... ... ... ... ... ... . 15"RCP STORM SEWER:::::::::::::: 945 945 .......... _______.........:........_______..___________.:____________.........................:........________..___________.:_______.. _._:,_.....................:................................................. ......... ................................................ ............................................................................................................... .......... ............'..................................... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... PIPE 0.35%:::::::: LF 8.0"TRUSS ......... .......................:........................ f:::::::::::>::::::::::::::::::::::::>::::::::::::f:::::::::::> :::::::::::::::::::::::::::::162 LF 8.0"TRUSS PIPE @ 0.43% :...:.:................... 69 @ .......... ......:324 LF 8.0"TRUSS PIPE @ 0.40%.................. ...,........................ x ... ............................................. ................:............'.. ,............'............:.....................::: ........................:.... ..... E 940 _._ 940 M _ _ ...........'..................................................................__________________............._................___.--__________________________.........._____.-------------_____________________........___________.-------------_____________________............_________.-------------___________________....................................__ ___........... .... .... .... .... .... .... .... .... ry .... ... .... .... ... ..... ..... ..... ..... 8.0 SEWER STUB ry .... .... .... ., ELEV:942.405 .... CONNECT TO EXISTING 8" ........................... ................................................. ................................................. ................................................. ................................................. ....... ........... 935 ......... 935 PVC SANITARY SEWER .................................................................................................................................................................................................................................................................... FL:939.88 FIELD VERIFY) ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... y ...................................:........................,.........................:.. 3 ......... ......... t .. : : ......... ......... .... ......... ......... 930 ......................... ::::: ::::::::: :::::::: EATING EEVATI9N PROPOSED ELEVATION: :::::: ::::::::: : ::::::::: ::::::::: ::::: ::::::::: : ::::::::: ::::::::: :::: ::::::::: :............ 930 .. :: .: .nf,u........ ........n:u:....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 'a......... ....... 'i.:.........nln........ ....... :n........ 'n::....... ....... ....... :a.. r ........ O,O ..OV. NO ..�� a:,N. O. ..WNN n:,N. ..�N N:�. ..fin q:,a. ..ON �:.. ..�,0 C,N ..N� .Or ..�� �:,�. ..N� n0 ........O ON mol o :............ .............................................................................v-...........a.........a;-...........a.........a-.........................,-..........................-.........................;-..........................-.........................,-..........................-.......... _ ......... ..........�:Fir..........2:D1.......... : '.......... ;, ..........�:F'..........N:n..........g:m..........N,�..........�:m..........N: .......... :F'.......... ;, ..........Gig..........�:D1..........�:�..........�;,�..........�:rFi..........�:N..........;n:Fn..........�;,N..........�:rFi..........�:N.......... :.........�,�..........a.rn..........m:m..........a.rn..........m;m..........a.rn..........m:m....................... ..........a.rn..........�.�............. .........�,�..........a.rn..........m:m..........a.rn.......... ..........a.m..........�.�..........m.m..........�,�..........a.rn..........�.�.......... 925 ...........:.................................................:.................................................:.................................................:.................................................:.................................................:.................................... 925 y y 1"=5'VERTICE N0. REVISION BY GATE N0. REVISION BY DATE Clapeaddle-Garber Associates,Inc DESIGNED: ---- DATE. -- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 SANITARY SEWER I' PRo�5602_2 % GRAPHIC SCALECALE 5106 NorElc Drrve �' Cetlar Falls,Iowa 50613 DRAWN:---- DATE. - 0 20' 40' 60' PM1 31&288-0258 CHECKED: ---- DATE. ---- WATERLOO,IOWA PLAN AND PROFILE GNEE�SA.O, ' w.nv.cpaconsauams.c°m APPROVED: ---- DATE ---- DETAILA PROPOSED rj (FISHER DRIVE EAST TIE-IN) SANITARY i 1A11 rvu FIRE u / / HYDRANT TO BE SEWER REMOVED MANHOLE(TYP.) / PROPOSED' / SALVAG D& s0 �SUBDRA\(TYP.) \8\/CDl N ��GS BACm �yKP,� LOT PTIE-IN EXISTING WATER p--- l0 U8 \ MAIN USING 12"SLEEVE UC U72/7., — _ SEMENT � (TVP, PROPOSED 8"PVCPROPOSED SANITARY SEWER(TYP.) \ \ _ / / STORM SEWER INTAKE(TYP.) O v D PROPOSED 8"PVC PROPOSED SANITARY SEWER(TYP.) PROPOSED v / �so� c\1 SANITARY — — _ _ _ — — — SANITARY v v l �J , �s0�`` SEWER' — — — — i SEWER v REMOVE EXISTING yso'` F/S y — ` —so- MANHOLE(TYP.) / MANHOLE(TYP.) D D D HYDRANT&SALVAGE. iso`` DRl E °' FH-101 CONNECT TO EXISTING �0` `so`_�►►so�� — / i \ FH-101dH drantAssembl / WATER MAIN.SEE DETAIL A Y Y / FIELD VERIFY LOCATION / �sD�` `moo s, �SD�'�---s°-- __ —s°— ��S° \ N:8828849.17' D / AND DEPTH. 12 in x 6 in TEE r s —— E.15467747.10' &6 in GATE VALVE URE SID --6" ---s""---- o / I I N:8828955.91' R. Eby K �so� mss" --- --- D D E:15467372.02' by AC (BY OTHE so —�_`a" lo D I V— — loYUBl/CUT/�l� RS) \ so`` v I so \ E ►so�� 1 WATER SERV-1 � ASEME � I ► / � I IBUItDIN mP.J \ / ----SD-----SD--- GV-101 ET — B AC � i\ 6 in Gate Valve NOTE: KAP.) i / ' N:8828848.65' 1. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH I / / �E:15467742.60' 2. FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES.MAINTAIN 18 INCH PROPOSED 12 in x 6 in REDUCER \ VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS.CENTER WATER MAIN PIPE UNDER 12 in x 6 in TEE SUBDRAIN(TYP.) N:8828848.50' STORM SEWER.NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER i E:15467741.33' CROSSINGS. LOT 13 &6 in GATE VALVE/ / N: ATE V 4.38' / 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. I I E:15467608.72' PROPOSED 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN,ALL RESIDENTS SHALL BE NOTIFIED AT I I I _ — — — PROPOSED PVC STORM SEWER MINIMUM 48 HOURS IN ADVANCE. ' _ — _ i SANITARY SEWER (TYP,) 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. I I WATER SERV-2 LOT 14/ SERVICE(TYP.) 6. DEFLECT PIPES THROUGH CURVE.ANY BENDS WILL BE INCIDENTAL. / 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 970 970 965 965 960 -------- ------------------------ --------- -------- ----- ------- ---- --------- 960 -- - -- CONNECTTO EXISTING WATER MAIN. --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- -------- --------- -------- --------- -------- --------- .... ..... ....... .�FXISTING GRADE...;........................:........................;........................:........................;------------------------:- SEE DETAIL A ------ PROPOSED GRADE —FIELD VERIFY LOCATION ---- ----- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- ------- ----- -------- --------- --------- -------- --------- ---- ----- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- ------- -------- --------- -------- ------------------ FH-101: AND DEPTH. - 955 955 Dead End H Brant Assembl .. --------- --------- ------------------------ ------ ----- - -------- --------- -------- --------- -------- ----- --- - --------- ---- -------------- ----- -------- --------- -------- --- --- --- ---- ----------'-- ----------------------------- TEMPORARY BLOW OFF -------- ---- --- -- --------- ---- ----- ------------' ----------- --- -------------- ------------'------------ ---- ------------'------------ --------- --------- ---- --------- ------ - ------------'------- @ HIGH------------ --------- ---------'------------ ------------'------------ ------------'------------ ---------- ---- ---- 12inx6inLOCKINGTEE -- ---- -- --------------------- - ---------'------------ ------------'------------ ------------'------------ --- -- ---------- 950 15"RCP 950 _............ 12 in x In L KIN TEE 6 OC G - ------------ ------------------------ ------------'------------ ------------' • STORM SEWER -----....... ...... .......... -- ---- ------------------------ ---------- ---------E ---------- ----- .......... ......... .......... ......... .......... ......... .......... ......... .......... ... ......-.-.-.- . ------------------ ............... 945 945 ..� ........ ................... ................... ................... ................... ------------. ------------------. ------------------. ------------------. ------------------. ------------------. ................... ................... ................... ................... ....N ....... ................... ................... ................... ................ .................................. m ...��.�. .............:........ ...... ..:... ...... .....p�... ...... ..:... .... .. ......... .......... ......... .......... a......................;........................ ..................------;---------------------- N................... ........ .... .......... N � ..................................................:.................................................:.................................................:.................................................:................................................. .... --------- -------- --------- -------- --------- ----- ----- -------- --------- -------- --------- -------- --------- -------- --------- -------- -- --- --------- ---- 12in x 6in"REDUCER --- --------- -------- --------- ---- --------- -------- --------- -------- --------- -------- --------- -------- ------ SAN SERV-2 ----`------------'------------ ------------'----- ---- --------- 940 -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- -------- --------- - --- ---------- 940 - - - -- - -- ---------- ----------- ------------'------------ ---------- ------------'----- ------------'------------ ------------'------------`------------'-------- ---`------------'------------ ------------'------------`------------'------------ ------------'------------`------------'-- --- --------- 540 LF 12 in DIP WATER MAIN ------------ 935 - --------- -------- --------- -------- ------ - --------- --- --------- -------- ---------- 935 --IXISTiNG-ELEVATION----i------- ---I--- ti PR OP..QSER.£L£VAT..ON i.................................... ............... -- -------- ------------------------ --------- -------- --------- ------ ------ -------- --------- -------- ------------------------ --------- -------- --------- -------- --------- -------- --------- -------- ------------------------ --------- --------- -------- ------------------------ -------------------- ------- -------- --------- -------- --------- -------- --------- -------- ------------------------ --------- -------- ------------------------ ------------------------ --------- ------ -------- ------ ------- ----------'--------- ----------------------'------------'------------'----------- -------------------'------------'----------- -- ---------inir+r----------sro -Mu . ..os,n .v:r+r ona �ir+r" mvi "ro:n. ..ca,n �.ur mca "in:o. ---cq -ro ro" �',ci "n:�.. ..�,� .�;�.. a,a...------viiN-----------........a,o.........ro m..........aN ---------tniin----------�',-----------`In'i`u3`----------`v�',-----------`In'i`u'�----------`u3',tn"----------`&A-----------�i,m----------mig----------3 ----------m:�S---------vi,m----------gig-------------"ui',tn-----------fn"i`u'j----------`�?I',tn"----------tnig----------in',fn"----------?iii`v----------in',fn"----------tni`u3`-------------in',fn"----------tniin---------sur W �:� �,W �:� �,W �:� �,W �:� -,W-----------:---------- �,W �:� -,W-----------:---------- �,W �:� -,W-----------:---------- �,W �:� -,W-----------:---------- �,W �:� W 930 -------------- ---------------- --------------- ----------------------- ------- ----------------------- ------- ----------------------- ------- ------------------- 930 y y 1"=5'VEATICAL SCALE N0. REVISION BY I GATE 11 N0. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: - SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 WATER MAIN PROJECT NO. 3 GRAPHIC SCALE 5106 Nortlic Dr'rve DRAWN:---- DATE: — 5602_2 Cetlar Falls,Iowa 50613 ET DATE — : ---- : SHENO. 0 20' 40' 60' CHECKED. WATERLOO Iowa PLAN AND PROFILE MO. w.nv.cpaconsuuams.c°m APPROVED: ---- DATE: — S. CONSTRUCTION NOTES: INSTALL SILT FENCE OR COMPOST FILLED SOCK-TO BE REMOVED AT THE END OF Gr p /�✓ / / / \ \ �� O THE PROJECT. ————— ——— / i' / / \ \ \ © INSTALL INLET PROTECTION-TO BE REMOVED AT THE END OF THE PROJECT. INSTALL CONCRETE WASH OUT AREA-TO BE REMOVED&RESTORED AT THE END OF THE PROJECT. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 46 '// / / I >1 I F _ IIII -- \ FISHER DRI \\ Grar // / \ \\ \\ Gr% �FRpq = — —=�'/i/�✓�j%I /I' / C ^ LU Ir _T L111111 co /ice - - - - - - - - - � ��'' E —& - - - - - - IIII E SIS \ y I I \ IIII IIII Z-_ _ � � � �/ / // / / � 1- - — _ � \ °�•�,�\\ \� � (IIII I , , , -- � \ I �I�II � ; 1 ��I sm �X h N0. I REVISION I BY I GATE N0. I REVISION I BY I DATE 10 Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3 GRAPHIC SCALE 5106 NZZ Dave DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 PRE GRADING SWPPP SHEET NO. 2 momCetl Fall 50613 77 Po 319266-0256 CHECKED: ---- DATE: ---- WATERLOO,IOWA FIR 01 N 0 50' 100' 150' www.cgaconsul�an&.com APPROVED: ---- DATE: ---- \S —W(0)— 951 �St„„ \\ < \ / LOT 9 \ \ /953. \ \ \\ \ \ \ \ 954 GENERAL NOTES 4/ I \ \ \\ � gOq � \ \ —\— A. THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN(SWPPP),BUT RATHER APART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR.ITIS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR,EPA,AND JURISDICTION GUIDELINES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES,CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP.ALL EROSION CONTROL ITEMS EXCEPT THE TURF REINFORCEMENT MAT SHALL BE REMOVED AT THE END OF THE PROJECT. I / \ \ \ ✓V,q�k ,95,E B B. ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED IN 14 DAYS MUST BE SEEDED OR e`'r' / � I \ � �6Y0T OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES IMMEDIATELY AFTER STOCK PILING.STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER.14 DAYS OF INACTIVITY REQUIRES AN AREA TO BE STABILIZED IMMEDIATELY. C. THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL POLLUTION INCLUDING FUELING AREA,PORTABLE SANITARY FACILITIES,WASTE DEPOSITORY AREAS(DUMPSTER LOCATIONS),AND OTHER POLLUTION SOURCES.ALL AREAS WHERE CONCRETE TRUCKS ARE WASHED OUT SHALL BE DEFINED AND CONTAINED ON SITE.CONCRETE 6 l WASHOUT AREA SHALL BE CLEARLY MARKED AND THE CONTRACTOR SHALL CLEAN OUT THIS AREA PRIOR TO FINALIZING THE PROJECT(INCIDENTAL).ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. D. CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT,VEHICLES,AND PLANTING OPERATIONS DO NOT DISTURB OR DAMAGE EXISTING GRADES,WALLS,DRIVES,PAVEMENT, UTILITIES,PLANTS,LAWNS,IRRIGATION SYSTEMS,AND OTHER FACILITIES.REPAIR,REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM,WITHOUT ADDITIONALCOMPENSA E. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH,SILTATION,OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE.REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AT NO COST TO THE OWNER.TAKE REMEDIAL ACTIONS FOR PREVENTION,REPAIR,REPLACE,AND/OR RETURN TO ORIGINAL CONDITION, WITHOUT ADDITIONAL COMPENSATION. F. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. LOT 13 I G. RE-SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6".IT IS THE INTENT OF THIS PLAN THAT ALL TOPSOIL REMOVED SHALL BE RE-SPREAD AND USED ON-SITE.TOPSOIL QUANTITIES HAVE BEEN ESTIMATED BASED ON PREVIOUS SITE CONDITIONS,BUT CONTRACTOR SHALL ADJUST TOPSOIL REMOVAL AND RE-SPREAD AMOUNTS BASED ON ACTUAL CONDITIONS IN THE FIELD. H. CONTRACTOR R INSPECTOR SHALL KEEP WATCH OF DRAINAGE SWALES AFTER RAINFALL EVENTS, AND IF SILT FENCE BEGIN TO FAIL PREVENTIVE MEASURES SHALL BE TAKEN. \ I O I I / ,� I I LOT 4/ / I. CONTRACTOR SHALL DELINEATE CONSTRUCTION AREA AND INSTALL ANY KIND OF MARKERS WITH O I I ' I I /� I / / c FLAGGING,TO SYMBOLIZE WHERE THE BOUNDARY OF THE CURRENT PHASE IS. J. ALL AREAS ON SITE THAT DOES NOT INTENDED TO BE DISTURBED IN THE NEXT 14 DAYS SHALL BE TEMPORARY STABILIZED OR IF FINAL GRADING HAS BEEN COMPLETED FINAL STABILIZATION MUST OCCUR IMMEDIATELY.ADDITIONALLY THE CONTRACTOR SHALL MAINTAIN ANY ENTRY POINTS TO THE SITE AND KEEP THE ROAD CLEAN AND CLEAR OF CONSTRUCTION DEBRIS. J y CONSTRUCTION NOTES: FND 1/2"REBAR I O O INSTALL SILT FENCE-TO BE REMOVED AT THE END OF THE PROJECT. W/YPC#8505 \ , _ _ m © INSTALL INLET PROTECTION-TO BE REMOVED AT THE END OF THE PROJECT. N3 © INSTALL EXCELSIOR MAT. FND 1/2”REBARINSTALL X O /FILTER SOCK-TO BE REMOVED AT END OF PROJECT-INSTALL PER W/YPC#8505 X SUDAS 9040.102 X , X—X \ —X— \ E FND 1/2"REBAR—' h N0. REVISION 8Y DATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. 3 GRAPHIC SCALE 510 FN 1,Dave DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 C T NO. Cedar Falls,Iowa 50613 7�� POU GRADING SWPPP SHEET 0 30' 60' 90' Ph3ts}3ee.o25a CHECKED: ---- DATE: ---- WATERLOO,IOWA RR.02 ' www.cgaconsultan&.com APPROVED: ---- DATE: ---- a GENERAL NOTES A. THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN(SWPPP),BUT RATHER A PART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR.IT IS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR,EPA,AND JURISDICTION GUIDELINES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES,CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP.ALL EROSION CONTROL ITEMS EXCEPT THE TURF REINFORCEMENT MAT SHALL BE REMOVED AT THE END OF THE PROJECT. B. ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED IN 14 DAYS MUST BE SEEDED OR OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES IMMEDIATELY AFTER STOCK PILING.STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER.14 DAYS OF INACTIVITY �a // / o so \ _so REQUIRES AN AREA TO BE STABILIZED IMMEDIATELY. C. THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL w(D) POLLUTION INCLUDING FUELING AREA,PORTABLE SANITARY FACILITIES,WASTE DEPOSITORY AREAS(DUMPSTER LOCATIONS),AND OTHER POLLUTION SOURCES.ALL AREAS WHERE WASHOUT AREA SHALL WASHED OUT BE MARKED AND THE CONTRACTOR SHALL ON SITE. .UT THIS CONCRETE AREA PRIOR TO FINALIZING THE PROJECT(INCIDENTAL).ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. D. CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT,VEHICLES,AND PLANTING OPERATIONS DO NOT DISTURB OR DAMAGE EXISTING GRADES,WALLS,DRIVES,PAVEMENT, UTILITIES,PLANTS,LAWNS,IRRIGATION SYSTEMS,AND OTHER FACILITIES.REPAIR,REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM,WITHOUT ADDITIONAL COMPENSATION. I� E. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH,SILTATION,OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE.REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AT NO COST TO THE OWNER.TAKE REMEDIAL _ — — — — — ACTIONS FOR PREVENTION,REPAIR,REPLACE,AND/OR RETURN TO ORIGINAL CONDITION, / / //,/// ________=—_ —_ —_ —_ —_ — \ WITHOUT ADDITIONAL COMPENSATION. — — / — — — — — — — — — — — — —\ F. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. — — ,/ - - - - - - - ------------ - - I / / //�/i/ - - - - - - 111 I I , G. RE-SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6".IT IS THE INTENT OF THIS PLAN THAT ALL TOPSOIL REMOVED SHALL BE RE-SPREAD AND USED ON-SITE.TOPSOIL QUANTITIES HAVE BEEN ESTIMATED BASED ON PREVIOUS SITE CONDITIONS,BUT CONTRACTOR SHALL ADJUST TOPSOIL ^I REMOVAL AND RE-SPREAD AMOUNTS BASED ON ACTUAL CONDITIONS IN THE FIELD. H. CONTRACTOR R INSPECTOR SHALL KEEP WATCH OF DRAINAGE SWALES AFTER RAINFALL EVENTS,AND IF SILT FENCE BEGIN TO FAIL PREVENTIVE MEASURES SHALL BE TAKEN. Li I. CONTRACTOR SHALL DELINEATE CONSTRUCTION AREA AND INSTALL ANY KIND OF MARKERS WITH FLAGGING,TO SYMBOLIZE WHERE THE BOUNDARY OF THE CURRENT PHASE IS. I I J. ALL AREAS ON SITE THAT DOES NOT INTENDED TO BE DISTURBED IN THE NEXT 14 DAYS SHALL BE TEMPORARY STABILIZED OR IF FINAL GRADING HAS BEEN COMPLETED FINAL STABILIZATION MUST — OCCUR IMMEDIATELY.ADDITIONALLY THE CONTRACTOR SHALL MAINTAIN ANY ENTRY POINTS TO III I /� — — — — — — — — — — — — ———— I J THE SITE AND KEEP THE ROAD CLEAN AND CLEAR OF CONSTRUCTION DEBRIS. / I / — — —J I I I I E /�- ARS A, . ......._.................................................................................................._........ . . . . S";: - ..PROPOSED ROADWAY:........::::!:...... -0 0 0 0!..Q ........._........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ------'-----'-----'-----'-----'-----'-----'-----'-----'-----'-----'-------- -- - - - - - .... . A EMBLY - ..;.. -.;.. ; EXISTING GRADE. ....;...._....:.....:.....:.....:.....:.....:.....:.....:.....:.....0-----0.....0.....;.....0... _....;.... .--.;....-....;.....;.....;..........;.... - _ - 960:.. ...... -- --- - .. .: .... J.3fiQ 955 .:.. 00— .... — . 358- - ..------'-----'-----'-----`... ... ... ... ....'-----'---- — ... =_----'-----'-----'-----'-....:.....:.....:.....'-----'-----'-----'..PROPOSEDROADWAY: ----'-----'-----'--- — — . ASSEMBLY . - .- - - - - ..--'-----'--.. - SS �r;"" — EXISTING GRADE - — — — 95 .._.....0.0.....00:.:.....: _ .....:::......: ._. _. _. _:.:955 9501-._:..i:...:.:::.:...:.:::.:...:.:::..._..:::..._..:::.......:::.......:::.......:::.......:::.......:i:...........................:;:.....:.:i:.:...:.:;:.:. i.35Q- . - _ - . PROPOSED GRADE.<.-. 50: -- -- -- :" __ .- .- .- .- ..— - ::129 WATER"MAIN:.:::::.:::::.:::::.:::: 0 0 0 0,:_: ..,.. .... -- 9 .... .... 35Q 945.::........:........0..................:0:.......:0:........0.........0.........0.........0.........0........:0:.:...:.:;:.:...:.:::.:...:..0:. .... .... .... .... ........345 - — - - -i.. :....-....: ! — _ _ - . ; ..... ......FL.944.27:.. .... .. .. .. .. .. .. .. .._ _ .. EWER MAIN...:.....:.....:...::::........;.....;......:.::::.::::.::::.:-0.00;0:.: . --;.. . . - - - — - - - - - - PROPOSED GRADE"" !-----!-----! . 0.0 0;0:.: . _ _ ;.. ...FL:940.43`---1.. ::::.::::.::::.::::.::::.::::.::::.::::.::::.:- :": 945.::.:...:..0.:...:.:0:.:.....:0:.:.....:0:.:.....:0:.:...:.:::.:.....:0:.:..... 345 ..940.:......:..:.:...:.:0:.:...:.:0:.:..---:.:..---:.:..---:.:..---:.:...................................................................................................................................................34Q.. ....;... _--- --- --- --- --- --- --- --- ---- --- --- --- --- --- ---_....;.... ...;....-....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;....-....;.... 94D.::........----------------------------------------------------------- -:.:.:.:0:.:.:.:.:0:.:.:...;.NAL E _..;.. :.:::.:.:.:.:::.:----------------------------------0------:.:0------:.:0------:..-.:.:.:.::.34Q 935.::.:......-.....................................:0:.......:0:.......:0:.......:0:.:.:.:.:0:.:.:...;.... ;. ..5.":.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:0:.:.:.:.:::.:.:.:..-..........335 ORIGHJAL EL—950.88 ORIGINAL fL=959.28 :- .- :- -- -- :- ::DESIGN EL=950.88__ . :: .- .- ."— . — . ::DESIGN EL-053.83:::i:::::i::::..................i................::::. : -1 Q SO =SAO 90:::-80:::-ZO:::-80:::-50:::-40:::-30:::-20:::-10:::0 :::10:::20:::30:::40:::50:::60:::70:::H0:::90:::150:::1.1 1 0 1 0"" YO =SAO 90:::-80:::-70:::-60:::-50:::-40:::-30:::-20:::-10:::0:::10:::20:::30:::40:::50:::60:::70:::H0:::90:::160:: 1:j 1 0 STA=10+14 STA= 11+50 . . - - - - - - - - : - PR POSED ROADWAY::::....................... . ::::. : PROPOSED ROADWAY - - O O 96D.::........-------------------0-----------------------------! ...0------:.:0------:.:----------.:..:.. - .:.:..:.960 ..960.::.:.:.:..-.:.:.:.:;:.:.:.:.:;:.:.:----.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:;:.:.:.:.:0:.:.:.:.:0:.:.:.:.::.: .... .... .... - ........3fiQ - ! EwSTINGGRADE ASSEMBLY - _ ASSEMBLY - =_ - _ _ . : . EXISTING GRADE :""5----- --------------i-----i-----i----::....:. - -- -- .. -- .. . . "5 . - . . . - : .... .... .... .... .... ... .... .... .... 95 .---------------------------------------- ------------------- _:..:.955 _9 5_.:._.... -----:::.:._------:._------:-----:.:._:.::"0.0.0.0::.:.. "...:.J:.:...:.J:." .....::.355 Q---- --- --- ----i-----i---- ---0000:::;---- - -- -- -- - "95Qi::::,::::::::::::::::::::::::::::::::::::::::::::::::::::::::...:.. . - : 95 ........._........................................................................................:.........:.........:........:0------..:::.:.....:0:...":::.. :.35Q .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .95Q .-- ...-----'-----'-----'-----'.... ... ... ... ....'-----'-----'-----'-- - -- - - — — PROPOSED GRADE" - — — ..; .. .. .... — ... .... — . 945:. 345 .945. — 2°WATER 345 -- -- -- :8—TRUSS SANITARY :: :: 92 WATER MAIN -_ _ _ 8 7RlJSS SANITAFIY FL.94Z 05 MA .---....._ ..........................SEWER-MAIN, .. --—-..;.....;.....;.....;..FL.94$.21 _....;::.: _ . ::$EWER 1v1AIN.. : _ . -- .. .. IN "'FL 940.63'::::: : — 940;. _........:.........:........ ._. ._. .... .... ._. ._. _:.::.34Q 940i:.:...:..0.:._:.:0:.:._:.:0:.:._:.:0:.:._:.:0:.:._:.:0:.:._:.:'---._:._.--'—...__:.____:........:::.:...:.:0:.:._:.:0:.:._:.:0:.:...:.:::.:._:.:0:.:._:.:0:.:._:.:0:.:._:.:.00.0...0..:.:...:.:..34Q FL.840.04 . .--- --. -. .. .. .. .. .. . _ .... ---;....-....;.....;.....;.....;.....;.....;.....;.....;... -- . _ .... 935.:------:..-........0---------0---------0---------0---------0----------:.......:::.:.:.:.:::.:.:. : .....::.335 935.::.:.:.:..-.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.::.:.:.:.::.:.:.:.:.00.0.0. .... — ......:.935 :.....:.....:.. ..;.. ORIGINAL fL=853.82 ORIGINAL fL=954.92.....;... _ ....;....-....;.....;.....;.....;.....;.....;.....;.....;... _ .........—..................................................DESIGN EL=951:33::::::::::::::::::::::0:::::0:::::0:::::0::::::::::-::::::::: 0.0 00::.:-0.0 00::.: ::DESIGN EL=954-2Y::::................................................ 1 0"" YO:-SAO::-90:::-80:::-20:::-80:::-50:::-40:::-30:::-20:::-10:::4:::10:::20:::30:::40:::50:::60:::70:::80:::90:::150:::1:j 1 0 1 0"" YO:=SAO::-90:::-80:::-Z0:::-80:::-50:::-40:::-30:::-20:::-10:::fl:::10:::20:::30:::30:::50:::60:::70:::80:::90:::100:::1:j :1 0 STA= 10+50 STA= 12+00 - - - - - - - - - : - PROPOSED ROADWAY::::i:::::i:::::i:::::i::::-::::i:::: SOi::.- ----i-----i-----i-----i----:::.::::.:::----i-----i-----i---- "PROPOSED ROADWAY 0.00.0:--- 0.00.0-----i---:-:.::!... "960i::.:-:.::::.::::.::::.::::.::::.::.000.0:.000.0:.000.0:.000.0:.000.0 .. _ 9 ........._............................................................................................................... ._..........3fiQ".. .. ........_................................................................................ A EMBLY .....:........:........::.......:0:........0........:.960 SS - - - - - ASSEMBLY — . — . — : --... - - - - - -i-- — — — .---....._.. EXISTING GRADE _ . _ 955.------:..-.:...:.:::.:.:.:.:::...:.:.:::.:.:.:.::--------:. :.:..:----:___:.::... ._. ._. _. _. _. 355 .:955.:.:.:.:..-.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:. ....-.......::.955 ...-....:. ...;.....;.....;.....;.....;.. _ -....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....;.....; .. _ .... 95D.:---------:........:---------:........:::.......:::.......:::.......:::.......:::.......:::.......:::.....................................:.i---.0.0::.:.:.:.:0:.: -.:.:.:..:.950 ..950.::.:.:.:..-.:.:.:.:;:.:.:.:.:;:.......:.....................................................................................................0.0.0.0::.:.:. .... .... — .......95Q PROPOSED GRADE PROPOSED GRADE :.: - . .. .. .. .. .. : : : : : : : : . : : : : : : : : : : : : :::12":'AT.ERAIN..::::::i:::::i:::::i:::: ::::i:::: . ; . . ; ...- - - - - -i-- W M 45. 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REVISION BY DATE C,IL ddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. it GRAPHIC SCALE 5108_o.,Drive DRAWN:____ DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 CROSS SECTIONS SHEET NO.- Cetlar Falls,Iowa 50613 7� 0 20' 40' 60' A =3 2N-N9 CHECKED: ---- DATE: ---- WATERLOO,IOWA X.01 9 www.cg......uan6.com APPROVED: ---- DATE: ---- , Orr 965 Onr 965 9601 - 960 960 - OADWA 9fi0-- - EXISTING GRADE - - - - - - -- — -- PROPOSED ROADWAY ASSEMBLY _ -_ _ --- - EXISTING GRADE 9581 958 955 9fi8 PROPOSED R Y ASSEMBLY PROPOSED GRADE 9501 950 950 - _ 950:- 7777PROPOSED GRADE --- - Q t2'WATERMAIN - - - - — - --- - - -- -- -_8 TRUSS SANITARY .--- - --- - — - 8 TRUSS SANITARY-- 948; FL 9x7,52-- `948 945 945 . SEWER MAIN - -- - -- - -- - -SEWER MAIN-- -- -- FC:94Y.03 - --- _ - FL:941.$5 _ a4 - -- 940; 940 940 — 940 }2'WATERMAIN i- FL 945.65 ORIGINAL EL 953.96 --- --+ --- -- <- --- --ORN3INAL EL-95t.92 --, ---- --- -- -- DESIGN EL=953.88--:i:::::--:::i:::---::::i::-- : - : : : - : — - ......... - : - : : ::DESIGN EL-951:79::::--: 1 0 YO -iDO 90:::-e0:::-70:::-60:::-50:::-40:::-30:::-20:::-.m 16:::10:::20:::30:::30:::60:::60:::20:::&0:::90:::1b0:::1:j 1 0 1 0 YO -iDO 90:::-s0:::-ZO:::-60: 50:::80:::30:::-20:::-10:::0:::10:::20:::30:::d0:::a0:::fi0:::70:::&0:::g0:::1II0:::1:j 1 0 STA= 13+00 STA=15+00 9135 965 _....................... ......................... ................................ ...............— —------------------ ..............---------------- .............---------------............... — ....... ...-......... ......... — .. ...PROPOSED ROADWAY::: ' :::::::::::::::::-:::`.... — :.:.:_-.:.:.:.::.:.:.:.:....................................................................:;:.:.:.:.:;:.:.:.:.:._ __..:.........:.____:._..__:....._..-____:.9fi0.. 960i:.:.:.:_---------;........................................................................................:;:.:.:.:.:; _ .:.:.:.'.9fi0.. ........ 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ORIGINALfL-953.P0 -+- ..:.ORIGINAL EL=951:97:. .............................:.....:.....:... _ _ ....: .........—..................................................DESIGN EL-953.34:::::::::::::::::::::::::::::::::::::::::::::::::::— :.::i::.:-:.::i......... ::DESIGN EL-95188:: 1 0 YO -iDO 90:::-80:::-70:::-60:::-50:::-40:::-30:::-20:::-j0:::0:::10:::20:::30:::30:::60:::60:::20:::so:::90:::1b0:::1:j 1 0 1 0 YO -iDO -90:::-80:::-20:::-80:::-50:::-40:::30:::-20:::-j0:::0- 10:::20:::30:::40:::50:::60:::20:::60:::90:::1II0:::111 0 STA= 13+50 STA=15+50 9135 QRS _--------------------------------------------------------------------------------------------------_........ ----------------------------------------------------- 9600.:.:.:..-.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:i:.:.:.:.:'..:PR ROADWAY .:_ _ _ — .:.:. 19fi0.. 60 960 OPOSED R Y ------------------------------------------------------- .. . - .. _ - _ .. 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N 9 -- --- -- TR S ANITA Y ... :.. ... 12 WATER AIN .. 1948.. ..9 .... .... .... _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _ .......'.94&.. 8 US S R M d- -.-_ . N ..---...-....:.....:.....:.....:.....:.....:.. ......;.....;.....;.....;.....;...FL: 46:02 -... -- - — .. .._ .. .. -',-..._....:.....:.....:.....:.....:.....:.. SEWER MAIN.. .......;.....;.....;.....;.....9....;.....;...--- o -.... ,.....;....FL:944.74'...-;---- : _ : : : : :------ 940: . �, 940I=.. _ _ 44'.:..:-.....::.:.......::.........:....... ----- - --- . .. _.:.:. :_.: --- ORIGINAL EL-=952.08 _...: ..:_.. .... __ 1940.. ..9 __ _ _.. .... .... ....._.ORIGINmi EL= .... .... .... ................ _ .. J.940.. :::::::::::::::::::i:::::i:::::i:::::i:::::i::: . _ _ x DESIGN EL-952.28::::::::::::::::::::::::::::...................-....... :.::i::..-............::i::.::i::.::'::.: .::i:DES1GN EL 3 1 0 YO 00::-90:::-80:::-70:::-60:::-50:::-40:::-30:::-20:::-10:::0:::10:::20:::30:::A0:::60:::60:::20:::60:::90:::1b0:::1:j 1 0 -1 0 YO:-iDO::-90:::-80:::-20:::-80:::-50:::-40:::30:::-20:::10:::0:::10:::20:::30:::A0:::60:::60:::20:::60:::90:::1II0:::1:j 1.0 STA= 14+50 STA= 16+50 ig LR NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates,Inc DESIGNED: ---- DATE: ---- PROJECT NO. SAN MARNAN BUSINESS PARK FIRST ADD.PHASE 2 3 GRAPHIC SCALE 18 East Main SVee[ DRAWN:---- DATE: ---- 5602_2 Marshatowa.owa50,58 CROSS SECTIONS SHEET NO. 0 20' 40' 60' =-752-8]01 CHECKED: ---- DATE: ---- WATERLOOIOWA X.02 ' www.cg......uants.com APPROVED: ---- DATE: ----