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Grant of Easement for Private Parking Lot Improvements Across W. 9th St. Right-of-Way for Telegraph Herald Copyrighted September 16, 2019 City of Dubuque Items to be set for Public Hearing # 1. ITEM TITLE: Grantof Easementfor Private Parking Lot Improvements Across West 9th Street Right-of-Way SUMMARY: City Manager recommending that the City Council set a public hearing for October 7, 2019 on a Grant of Easement for private parking lot improvements across City-owned property in the West 9th Street right-of-way. RESOLUTION of Intent to dispose of City interest by Grant of Easement for private parking lot improvements across part of the West 9th Street right-of-way lying within City Lot 688 in the City of Dubuque, lowa SUGGESTED DISPOSITION: Suggested Disposition: Receive and File; Adopt Resolution(s), Set Public Hearing for October 7, 2019 ATTACHMENTS: Description Type Grantof Easementfor Private Parking Lot City Manager Memo Improvements-MVM Memo Staff Memo Staff Memo Resolution Resolutions Easement Supporting Documentation ExhibitA Supporting Documentation Area Map Supporting Documentation Dubuque THE CITY OF � uI�AaMca cih DuB E � � I � � I Maste iece on the Mississi i Zoo�•zoiz•zois YP pp zoi�*zoi9 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Grant of Easement for Private Parking Lot Improvements Across City Owned Property— The West 9t" Street Right-of-Way Lying Within City Lot 688, in the City of Dubuque DATE: September 10, 2019 Woodward Communications, Inc., the owner of the property at 801 Bluff Street, is proposing to construct a parking lot expansion on the west side of the building between 8th and 9th Street. The parking lot expansion will serve the existing Telegraph Herald business and future building tenants. The parking lot expansion was sized and designed to meet the projected parking stall needs, ADA guidelines and slope requirements, which cannot be accommodated by the existing private property boundaries. Therefore, Woodward Communications is requesting a permanent private parking lot improvements easement over a small portion (622 square feet) of the existing 9th Street right-of-way. Woodward Communications will be responsible for the cost of the permanent easement, which is valued at $2,232.44 and will be responsible for all publishing, filing and recording fees. The City will reserve the perpetual right for the purpose of erecting, installing, constructing, reconstructing, maintaining, owning, operating and repair of storm and sanitary sewers, watermain, pavement, street lights, gas, telephone, television, fiber optics cable, and electrical lines above or below said Private Improvements as long as such utilities would not interfere with the existence of the Private Improvements. Assistant City Engineer Bob Schiesl recommends the City Council set a public hearing on October 7, 2019, on the disposal of the easement area. I concur with the recommendation and respectfully request Mayor and City Council approval. v Mic ael C. Van Milligen MCVM:jh Attachment cc: Crenna Brumwell, City Attorney Teri Goodmann, Assistant City Manager Cori Burbach, Assistant City Manager Gus Psihoyos, City Engineering Bob Schiesl, Assistant City Engineer 2 Dubuque THE CITY OF �� All•A�eMw Cit� DUB E ' � � ��' f�� l. Mccste iece o�z the Mississi i 2oo�.zo�z.zo�3 �'P PP zoi�*Zoi9 TO: Michael C. Van Milligen, City Manager Gus Psihoyos, City Engineer FROM: Bob Schiesl, Assistant City Engineer �.�`;i SUBJECT: Grant of Easement for Private Parking Lot Improvements Across City Owned Property - The West 9t" Street Right of Way lying within City Lot 688, in the City of Dubuque �ATE: September 5, 2019 INTRODUCTION This is in response to a request from Woodward Communications, Inc. for the granting of an easement across a portion of the West 9t" Street Right of Way lying within City Lot 688, in the City of Dubuque, to construct and operate a private parking lot. DISCUSSION Woodward Communications, Inc. is the owner of the property at 801 Bluff Street which includes the Telegraph Herald newspaper buildings and grounds. The owner is proposing to construct a parking lot expansion on the west side of the building between gtn and 9t" Street. The parking lot expansion will serve the existing Telegraph Herald business and future building tenants. The parking lot expansion was sized and designed to meet the projected parking stall needs, ADA guidelines and slope requirements, which cannot be accommodated by the existing private property boundaries. Therefore, the owner is requesting a permanent private parking lot improvements easement over a small portion (622 square feet) of the existing 9t" Street right of way. The easement for Private Parking Lot Improvements across the West 9t" Street Right of Way lying within City Lot 688, in the City of Dubuque, will be per the terms of the attached Grant of Easement document and as indicated on the attached Exhibit A. The property owner will be responsible for the cost of the permanent easement, which is valued at $2,232.44. The property owner will also be responsible for all publishing, filing and recording fees. The City will reserve the perpetual right for the purpose of erecting, installing, constructing, reconstructing, maintaining, owning, operating and repair of storm and sanitary sewers, watermain, pavement, street lights, gas, telephone, television, fiber optics cable, and electrical lines above or below said Private Improvements as long as such utilities would not interfere with the existence of the Private Improvements. RECOMMENDATION I would recommend that the easement for Private Parking Lot Improvements across the West 9t" Street Right of Way lying within City Lot 688, in the City of Dubuque, per the terms of the attached Grant of Easement document and as indicated on the attached Exhibit A, be granted and that a public hearing be set for the disposal of the City's interest in the subject area on October 7, 2019. ACTION REQUESTED I respectfully request that a public hearing be held on the disposal of the real property. A public hearing should be set for October 7, 2019 on the disposal of the easement area through adoption of the enclosed resolution. Prepared by: Nate Kieffer, Land Surveyor/Professional Engineer 2 RESOLUTION NO. 338-19 RESOLUTION OF INTENT TO DISPOSE OF CITY INTEREST BY GRANT OF EASEMENT FOR PRIVATE PARKING LOT IMPROVEMENTS ACROSS PART OF THE WEST 9TH STREET RIGHT OF WAY LYING WITHIN CITY LOT 688 IN THE CITY OF DUBUQUE, IOWA Whereas, Woodward Communications, Inc. have requested a "Grant of Easement" for private parking lot improvements over a portion of the West 9th Street Right of Way Tying within City Lot 688, in the City of Dubuque; and Whereas, the City of Dubuque is the owner of said right of way area, in the City of Dubuque; and Whereas, IIW, P.C. has prepared and submitted to the City Council an exhibit showing the underlying portion of the West 9th Street Right of Way lying within City Lot 688, in the City of Dubuque, for the proposed private parking lot improvements easement in the City of Dubuque, Dubuque County, Iowa. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA THAT: Section 1. The City of Dubuque -intends to -grant-an-easement forprivateparking lot improvements over a portion of the West 9th Street Right of Way lying within City Lot 688, in the City of Dubuque, Dubuque County, Iowa. Section 2. Any and all applicable publication and recording fees are to be paid by Woodward Communications, Inc. Section 3. That a public hearing on the intent to dispose of City interest by grant of easement for a portion of the West 9th Street Right of Way Tying within City Lot 688, in the City of Dubuque, Iowa, is hereby set for the 7th day of October, 2019, at the Historic Federal Building, 350 W. 6th Street, Dubuque,. Iowa, beginning at 6:00 p.m., and the City Clerk be and is hereby authorized and directed to cause a notice of public hearing on the intent to dispose of said interest to be published in the manner as prescribed by law. Passed, approved and adopted this 16th day of September 201 Attest: Keen S. Firnstahl, CIVIC, City Clerk Roy D. uol, Mayor Prepared by: Nate Kieffer, City of Dubuque, 50 West 13t° Street, Dubuque, IA 52001 (563) 589-4270 Returned to: Nate Kieffer. Citv of Dubuaue. 50 West 13t° Street. Dubuaue. IA 52001 (5631 589-4270 Tax Information: City of Dubuque, 50 W. 13t°St. Dubuque, IA 52001 %Ken Tekippe, 563-589-4133 GRANT OF EASEMENT FOR PRIVATE PARKING LOT IMPROVEMENTS ACROSS PART OF THE WEST 9T" STREET RIGHT OF WAY LYING WITHIN CITY LOT 688 IN THE CITY OF DUBUQUE, IOWA For and in consideration of the sum of Two Thousand Two Hundred Thirty-Two and 44/100's dollars ($2,232.44), the receipt whereof is hereby acknowledged, The City of Dubuque, A Municipal Corporation of Dubuque County (Grantor) 50 West 13'h Street Dubuque, lA 52001-4864 of Dubuque County, State of lowa, does hereby grant, sell and convey to Woodward Communications, Inc. (Grantee) its agents, contractors and assigns, in perpetuity from the date hereof, a right of way and permanent easement through, under and across the following described real estate situated in Dubuque, lowa, to-wit: A part of the West 9'h Street Right of Way lying within City Lot 688, all in the City of Dubuque, Dubuque County, lowa, as shown on the attached Exhibit A. Said easement shall be for the purpose of constructing and maintaining private parking lot improvements, including curb and gutter and paving, hereinafter called, Private lmprovements, in accordance with plans reviewed by the City Engineer. It is understood and agreed that the Grantee herein shall backfill and compact to City standards the disturbed area to the grade of the surrounding property at the time of completion of the Private lmprovements. Grantee shall assume any and all liability for damages to persons or property which may result from the existence, location, installation, construction, design, maintenance, or repair of said Private lmprovements. Grantee shall indemnify, hold harmless, and defend, at its own expense, on behalf of said City, any claim against the City and pay on behalf of the City all sums which the City shall become obligated to pay by reason of the liability imposed upon the City of Dubuque for damages or injury of any kind, including third persons, resulting from location, installation, existence, construction, or maintenance of said Private lmprovements and to pay reasonable attorney fees therefore. This easement does not constitute any approval of the design, erection, location, construction, repair or maintenance of said Private lmprovements and grantee agrees not to assert such claim or defense against the City of Dubuque in event of claim asserted for death, personal injuries and/or property damage against Grantee arising out of or in any way connected with the location, installation, construction, design, maintenance, or repair of Private lmprovements. The City reserves unto itself the perpetual right for the purpose of erecting, installing, constructing, reconstructing, maintaining, owning, operating and repair of storm and sanitary sewers, watermain, pavement, street lights, gas, telephone, television, fiber optics cable, and electrical lines above or below said Private lmprovements as such utilities would not interfere with the existence of the Private lmprovements. To have and to hold unto Woodward Communications, Inc., forever, and the undersigned do hereby expressly covenant that they are the owners in fee of said real estate and have good right to execute this agreement, and that the Grantee, its agents or contractors, shall at all times have free access to and egress from and over said real estate to maintain, remodel or repair said Private lmprovements thereof or therein. Dated at Dubuque, lowa, this day of , 2019. CITY OF DUBUQUE, IOWA Roy D. Buol, Mayor Attest: Kevin S. Firnstahl, CMC, City Clerk STATE OF IOWA, DUBUQUE COUNTY, ss: On this day of , 2019, before me a Notary Public in and for said County and said State, personally appeared Roy D. Buol and Kevin S. Firnstahl, CMC to me personally known, who, being by me duly sworn, did say that they are the Mayor and City Clerk respectively, of the City of Dubuque, lowa; that said instrument was signed on behalf of said City of Dubuque by authority of Resolution No. -19 and that the said Roy D. Buol and Kevin S. Firnstahl, CMC as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of said municipal corporation, by it and by them voluntarily executed. , Notary Public WOODWARD COMMUNICATIONS, INC. Thomas N. Woodward, President GRANTEE ACKNOWLEDGEMENT STATE OF IOWA) ) COUNTY OF DUBUQUE) On this day of , 2019, before me, the undersigned, a Notary Public in and for said State, personally appeared Thomas N. Woodward to me personally known, OR _ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) acted, executed the instrument. (Notary Seal) (sign in ink) (prinUtype name) Notary Public in and for State of lowa CAPACITY CLAIMED BY SIGNER _ INDIVIDUAL _ CORPORATE OFFICER(S) (Title) (CORP SEAL) SIGNER IS REPRESENTING _ AFFIXED _ NO SEAL PROCURED _ PARTNER(S) _ LIMITED _GENERAL ATTOR N EY-I N-FACT _ TRUSTEE(S) _ GUARDIAN/CONSERVATOR _ OTHER (563) 556-2464 DUBUQUE, IOWA 4155 PENNSYLVANIA AVE PREPARE❑ BY: GRAPHIC SCALE 0 30 EXHIBIT 'A' A PERMANENT EASEMENT FOR PARKING LOT IMPROVEMENTS BEING PART OF THE WEST 9th STREET RIGHT-OF-WAY LYING WITHIN CITY LOT 688 IN THE CITY OF DUBUQUE, IOWA 60 1" = 30' DRAWING MAY HAVE BEEN REDUCED LEGAL DESCRIPTION: PERMANENT EASEMENT FOR PARKING LOT IMPROVEMENTS BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THE EAST 33 FEET OF LOT 9 OF CITY LOT 688; THENCE SOUTH 66 DEGREES 58 MINUTES 49 SECONDS WEST ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF WEST 9th STREET, 27.16 FEET; THENCE NORTH 54 DEGREES 22 MINUTES 12 SECONDS EAST, 192.64 FEET; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE OF WEST 9th STREET, THE FOLLOWING FIVE (5) COURSES: SOUTH 47 DEGREES 08 MINUTES 55 SECONDS WEST, 30.64 FEET; SOUTH 56 DEGREES 00 MINUTES 52 SECONDS WEST, 31.15 FEET; SOUTH 57 DEGREES 05 MINUTES 59 SECONDS WEST, 22.97 FEET; SOUTH 51 DEGREES 19 MINUTES 49 SECONDS WEST, 40.41 FEET; SOUTH 51 DEGREES 42 MINUTES 23 SECONDS WEST, 41.37 FEET TO THE POINT OF BEGINNING. SOUTHERLY R.O.W. LINE OF W. 9th ST. POINT OF BEGINNING — FOUND 1" IRON PIPE AT THE NE CORNER OF LOT 1 OF THE EAST 33 FEET OF LOT 9 OF CITY LOT 688 LOT 1-1 OF THE WEST 27 FEET OF LOT 9 OF CITY LOT 688 CONTAINING 622 SQUARE FEET, MORE OR LESS, AND SUBJECT TO EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS—OF—WAY RECORD AND NOT OF RECORD. i WEST 9th STREET (VARIABLE R.O.W.) N5 12 E� 19� 2 64' 41 S51191 49"W S57'05'59"W 22.97' 27.16' S66'58'49" LOT 1 OF THE EAST 33 FEET OF LOT 9 OF CITY LOT 688 R.O.W. 41.37' S5. 42' 23 W LOT 1 OF LOT 8, EXCEPT THE NORTHERLY 18 FEET THEREOF, OF CITY LOT 688 LOT 1 OF LOT 7 OF CITY LOT 688 LEGEND PERMANENT EASEMENT LOT/R.O.W. LINE RIGHT—OF—WAY RECORDED AS LOT 1 OF LOT 6 OF I CITY LOT 688 SOUTHERLY R.O.W. LINE OF W. 9th ST. R.O.W. EASEMENT AREA=622 SQ. FT. 31.15' S56'00'52" LOT 1 OF LOT 5 OF CITY LOT 688 NOTE THIS SURVEY IS SUBJECT TO EASEMENTS, RESERVATIONS, RESTRICTIONS AND RIGHTS-OF-WAY OF RECORD AND NOT OF RECORD. 30-64 0 55,, 547.0$ LOT 1 OF LUDESCHER PLACE LOT 'A' OF LUDESCHER PLACE LOT 2 OF LUDESCHER / PLACE DATE OF SURVEY: AUGUST 22, 2019 TOTAL AREA SURVEYED: 622 SQUARE FEET PROPRIETOR: CITY OF DUBUQUE 0011111I111111 ,ii JOHN M. TRANMER = c SLS 12631 AIN10'�`�\\`\\\ I HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA. FOR IIW, P.C. 9- 9 JOHN M. TRANM LICENSE NO. 12631 DA MY LICENSE RENEWAL DATE IS 12/31/2020 THIS SHEET ONLY PAGES OR SHEETS COVERED BY THIS SEAL IIW, P.C. INTEGRITY.EXPERTISE.SOLUTIONS www.iiwengr. tom . 800.556.4491 ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING' DRAWN JMT PLAT N0. SMT PLAT CHECKED DMK PROJ. NO. 18147 DATE 9-4-19 SHEET 1 of 1 P: \181,147\DRAWINGS\SURVEY1.18147 EASEMENT PLAT IIW, P.C. � � ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING INTEGRITY.EXPERTISE.SOLUTIONS . . :�� . ��• Sheet List Table Sheet Number Sheet Title ' ' G0.01 COVER SHEET G0.02 ABBREVIATIONS AND LEGEND G0.03 SITE NOTES C 1.10 EX CONDITIONS & DEMO PLAN C1.20 PROPOSED SITE PLAN C2.01 SWPPP NOTES C2.02 EROSION CONTROL DETAILS � i CZ.IO EROSION CONTROL PLAN OLCRIGHTS ESERVED. / / C4.IO CONCEPTUAL LANDSCAPE PLAN THESE DOCUMENTS HAVE BEEN PROJECT LOCATION � C6.O1 SITE DETAILS PREPARED SPECIFICALLY FOR THIS N O R T H � PROJECT ONLY. NO PART OF THIS � C6.02 SITE DETAILS DOCUMENT MAY BE REPRODUCED / C6.O3 SITE DETAILS OR DISTRIBUTED IN ANY FORM a � � 4 ITE DETAIL WITHOUT THE PERMISSION OF IIW, C6.� S S P.C.ALL INFORMATION IN THIS � � ,,• '� C6.IO PAVING PLAN DOCUMENT IS CONSIDERED � x ��;,; � C6.11 PAVING PLAN PROPERTY OF IIW, P.C. - hJie�4le�c�P�7�k`~--• � '� � c.� �nd F2eCreati0•� � C6.12 PAVING PLAN - DRIVEWAYS � '��crr,,,��n�,.�e �or�'lplex o _ � � C6.20 STORM SEWER z � ��,� � � � C6.21 STORM SEWER � � VALLEY VIEV4f sa �,�. m � z (y �v i��r st �, �� \ � �y�G � �'. - � \ r:��,�; � � PROJECT LOCATION � � � PROJECT INFO�ATION ¢ ,.,,. ;�� .:,r , 1:�:_:n .�,� :';�� Q��- / o0 _J � � / LEGAL DESCRIPTION: . � EX. BUILDING , UTILITY NOTE. � �, i � /� *LOTS 2-1-5, 6, 7, 8, 9, W 25 OF LOT A Z Q o � w a��,� � � // *N L O R I M E R S S U B D I V I S I O N T H E L O C A T I O N S O F T H E E X I S T I N G U T I L I T I E S S H O W N � � � � � ,l,,, ,t;,� � �;��,a;� / PART OF BAL OF LOT A PREVIOUSLY ARE APPROXIMATE ONLY. THE UTILITIES PRESENT w z O °° �:_�� P.�� _:;,:��u�u��F / SHOWN AS ALLEY � / , MAY NOT EXIST AS SHOWN. ADDITIONAL FACILITIES > � o LOT 1, 1-1—W27 , 1-5, , , , � � o � �� +�� / � � * , 1-6 1-7 1-8 OTHER THAN THOSE SHOWN MAY BE PRESENT. IT w O w _ v,�� / 1—E33 OF LOT 2 & 2 OF CITY LOT 688 SHALL BE THE RESPONSIBILITY OF ANYONE USING � U C� W ,� '�'. rya- E��t a�eu�`�� j� � *PARTS OF CITY LOT 654 THIS DOCUMENT TO ASCERTAIN THE EXACT � — � � 't`f / *LOT A, 1 8c 2 OF LUDESCHER PLACE m " LOCATI ON, SI ZE, TYP E, M ATERI AL, AN D ELEVATI ON = w � � o � ��8 /� � PROPERTY ADDRESS: OF ALL UTILITIES THAT MAY BE PRESENT. � � � � � � / � 801 B LU FF ST � — � N �. � �?`'� �' "� / DUBUQUE, IA 52001 � O ~ � .fUI�LfC�;LE��:1�f \ � � � W r PROPERTY OWNER: UTILITY PROVIDERS. ��'._+�i��:r��r ti:l�it7 . J �,�„� � � � � J ;`�:�� WOODWARD COMMUNICATIONS INC W � � J � PO BOX 688 WATER. ° � .. .. _ • CITY OF DUBUQUE—WATER DIVISION > = Q cn o � ..,...• / DUBUQUE, IA 52004 0688 BRANT SCHUELLER � � Z � W (563)588-5774 563 589 4303 O = � � , COPYRIGHT 2019 GOOGLE AND OR ITS SUPPLIERS. ALL � ,,.. ••'''�� / DEVELOPER AND f OR CONTRACTOR: bschuellC�cityofdubuque.org Q O J � O / % s RIGHTS RESERVED. �e TB� . � � � o \ F s � PROPOSED USAGE: GAS. BLACK HILLS ENERGY C� � o 0 W /T LEASED PARKING LOT C A S S I E H I A T T J oo � E • � F�e S 563—585—4026 w W B ILDIN S W �� BUILDING HEIGHT: cassie.hiattC�blackhillscor .com � � � / F�e s� N�A p o J �� FB �� ' IMPERVIOUS AREA: , � " �� 0.97 AC ELECTRICAL POWER. ALLIANT ENERGY � ; / F�� TERRY J. DEMPEWOLF � � �\gW /�� PROJECT AREA: 563-587-4537 . � o /�� 1.1 AC terrydempewolfC�alliantenergy.com .�? ,� / PROPOSED CONSTRUCTION SCHEDULE: o � / S SPRING 2019—FALL 2019 � , s �, ZON I N G CLASSI FI CATI ON: FI B ER CS TECH � DOWNTOWN COMMERCIAL (C-4) RICK BILLUPS PARKING SPACES PROVIDED: 563-285-9611 �, �, 108 + 4 ADA rickC�cstech.com � � � PARKING SPACES REQUIRED: � o �? WINDSTREAM o 0o r` � N/A (LEASED) STEPHEN KNESS � � o 0 GOVERNING AUTHORITY: 319-538-1985 � i CITY OF DUBUQUE Stephen.KnessC�windstream.com � � Q U IMON COMMUNICATIONS �, o LENNIE MARNER m � PROFESSIONAL SEALS CONTACT 319�261�4640 � � lenniem�imon.net � � � p cn o � � .� p TELEPHONE: CENTURYLINK o � e BRENT GIESE � z z o I HEREBY CERIIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED 563-355-2592 . � • J J BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND B ren t i ese C�?cen tu r i n k com o � � � ��,11IIIIf'��i� THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE CODY T. AUSTIN PE LEED AP •g • � � � � � ``\\��0 F E S I S';'�N,9��i,/ LAWS OF THE STATE OF IOWA . . � � � V � (n (n ��. Q �,, ,,� � ,�� I I W, P C � i m �` �' '- '- FOR IIW, P.c. 4155 PENNSYLVANIA AVE SM SEWER: CITY OF DUBUQUE � � o w w � � . . � � � � ' �= 2 ' _� DUBUQUE, IA 52002 GUS PSIHOYOS � � � _ � _ CODY T. : c� = 563-589-4270 �� a a � = W = AUSTIN = Z = �9'�O/ V. (563)556-2464 , . = � � 19027 ; � ; CODY . AUSTIN oA� F. (563)556-7811 _ gpsihoyo�cityofdubuque.org o � � � = � = � �� PE 19027 12/31/2019 E. c.austin�iiwengr.com /��'�,, ��'��,,��``��\\ LICENSE # RENEWAL DATE • Sheet No: CABLE TELEVISION. MEDIACOM ,'��ii�� w P��``\ PAGES OR SHEETS COVERED BY THIS CERTIFlCATION: D A R I N D E A N ��` ALL SHEETS IN SHEET LIST TABLE 309-743-4750 ddeanC�?mediacomcc.com � Project No: 18147 ABBREVIATIONS LEGEND ��W, P.� � EXISTING PROPOSED EXISTING PROPOSED FD FLOOR DRAIN R RADIUS A/C A RN CROND T ONING(ER) F EN FI�ELDDENTRANCE R&S REMOVE & SALVAGE - - PROPERTY LINE - - � CATCH BASIN � AC ACRES FES FLARED END SECTION RCB REINFORCED CONCRETE BOX ARCHITECTURE A.F.F. ABOVE FINISHED FLOOR F-F FACE TO FACE RCAP REINFORCED CONCRETE ARCH PIPE EASEMENT — • • — • • — � AREA INTAKE � CIVIL ENGINEERING AGG AGGREGATE FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE CONSTRUCTION SERVICES AOH ARROW ON HYDRANT FG FORM GRADE RD ROAD ° SECTION LINE � STORM MANHOLE � ENVIRONMENTAL ENGINEERING ARCH ARCHITECTURAL FIN GR FINISHED GRADE REBAR REINFORCING BAR LAND SURVEYING QUARTER SECTION LINE � MUNICIPAL ENGINEERING ASPH ASPHALT FL FLOWLINE REF REFERENCE •• OO SANITARY MANHOLE STRUCTURAL ENGINEERING AVG AVERAGE FLG FLANGE REINF REINFORCING/REINFORCED QUARTER QUARTER TRANSPORTATION ENGINEERING FLR FLOOR REV REVISION ... SECTION LINE OO UTILITY MANHOLE OO INTEGRITY.EXPERTISE.SOLUTIONS B-B B/C - B/C FM FORCE MAIN RIM RIM ELEVATION B/C, BOC BACK OF CURB FND FOUND ROW RIGHT OF WAY - CENTERLINE - �v WATER VALVE MANHOLE � ' ' '" ' " B/DITCH BOTTOM OF DITCH FT FOO�FEET RP RADIUS POINT BFP BACKFLOW PREVENTOR FTG FOOTING RS RESILIENT SEAT � STORM SEWER D � FIRE HYDRANT � B/L BASE LINE FUT FUTURE RT RIGHT `' B S BOTTOM OF SLOPE FV FIELD VERIFY s� SUB DRAIN SD �o° WATER SHUT OFF � BCDG BUILDING S SOUTH B.M. BENCH MARK G GUTTER S= SUPERELEVATION s SANITARY SEWER S � WATER VALVE � BOP BEGINNING OF PROJECT GC GENERAL CONTRACTOR SAN SANITARY BOT BOTTOM GALV GALVANIZED SANS SANITARY SEWER FM FORCE MAIN FM O YARD HYDRANT � BSMT BASEMENT GND GROUND SB SOIL BORING cv cv BV BUTTERFLY VALVE GRAN GRANULAR SCH SCHEDULE w WATER LINE W � GAS VALVE � GRD GRADE SD SUB DRAIN C&G CURB AND GUTTER GV GATE VALVE SEC SECTION c GAS LINE G � � CAN CABLE TELEVISION SE'LY SOUTHEASTERLY SIGN CB CATCH BASIN HMA HOT MIX ASPHALT SF SQUARE FOOT QC COPYRIGHT 2019 C-C CENTER TO CENTER HORIZ HORIZONTAL S.F.D. STEP FOOTING DOWN oHE OVERHEAD ELECTRIC oHE � UTILITY POLE �Q� ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN CF CUBIC FEET HPT HIGH POINT SHT SHEET PREPAREDSPECIFICALLYFORTHIS CH CHORD HSD HEADLIGHT STOPPING DISTANCE SIG. SIGNAL E UNDERGROUND ELECTRIC E � UTILITY POLE WITH LIGHT PROJECT ONLY. NO PART OF THIS CH BRG CHORD BEARING HYD HYDRANT SIM. SIMILAR DOCUMENT MAY BE REPRODUCED CIP CAST IRON PIPE S�LY SOUTHERLY oHT OVERHEAD TELEPHONE OHT � TRAFFIC SIGNAL POLE � OR DISTRIBUTED IN ANY FORM C-I-P CAST-IN-PLACE ID INSIDE DIA/INSIDE DIM SOG SLAB ON GRADE WITHOUT THE PERMISSION OF IIW, CISP CAST IRON SOIL PIPE IE INVERT ELEVATION SPEC SPECIFICATION T UNDERGROUND TELEPHONE T a GUY ANCHOR o- P.C. ALL INFORMATION IN THIS SS STAINLESS STEEL DOCUMENT IS CONSIDERED � CJ CONTROL JOINT IMP IMPROVEMENTS SSD STOPPING SIGHT DISTANCE oHTv OVERHEAD TELEVISION oHiv � UGHT POLE # PROPERTY OF IIW, P.C. � OR CL CENTERLINE IN INCHES CLR CLEAR INV INVERT ST STREET � CMP CORRUGATED METAL PIPE IP IRON PIPE STA STATION ry UNDERGROUND TELEVISION 7V ❑ UTILITY PEDESTAL ❑ Z CMU CONCRETE MASONRY UNIT STD STANDARD Q � CO CLEAN OUT JB JUNCTION BOX STL STEEL Fie FIBER OPTIC FlB OO WELL � Z COL COLUMN JT JOINT/JOINT LENGTH STM STORM z � COMP COMPACTED STMS STORM SEWER x WIRE FENCE X � MAILBOX ` CONC CONCRETE K RATE OF VERT CURVATURE SW'LY SOUTHWESTERLY w °° CONN CONNECTION SY SQUARE YARD o CHAINLINK FENCE 0 � WATER LEVEL � � � �, CONST CONSTRUCTION L LENGTH OF CURVE T TANGENT LENGTH �O` BOLLARD �p� W w � � CONT CONTINUOUS LAT LATERAL ❑ WOOD FENCE 0 COR CORNER LF LINEAL FOOT T/B TOP OF BANK - � J � � � CP CONTROL POINT LONG LONGITUDINAL T/DITCH TOP OF DITCH w z O - -000- - - CONTOUR LINE 000 # SOIL BORING Q > O - � CPE CORRUGATED POLYETHYLENE PIPE LP LIGHT POLE T/C, TC TOP OF CURB o CRST CRUSHED STONE LPT LOW POINT T/GRAV TOP OF GRAVEL P�� j � C S P C O R R U G A T E D S T E E L P I P E LT LEFT T/WALL TOP OF WALL o POST INDICATOR VALVE � RAILROAD TRACKS z � U � w CTRD CENTERED T/P, TP TOP OF PAVEMENT � - � � CTR CENTER MAX MAXIMUM T/S TOP OF SLOPE � DECIDUOUS TREE � Q w � � � CULT CULTIVATED ME MATCH EXISTING T/SUB TOP OF SUBGRADE � � � � � GUARD RAIL " " ' ' " � W/ TRUNK DIA. � � � 0 � CV CHECK VALVE MH MANHOLE T/W, TW TOP OF WALK N CY CUBIC YARD MIN MINIMUM T/WM TOP OF WATER MAIN + 0.00 SPOT ELEVATION + 0.00 i 0 O w � MISC MISCELLANEOUS T & B TOP AND BOTTOM ,�� CONIFEROUS TREE .,�� z � J U w °° D DEGREE OF CURVE MON MONUMENT T.O.B. TOP OF BEAM �� DIRECTION OF FLOW �� W/ TRUNK DIA. O Q 0 � � DIA (0) DIAMETER MP MILE POST T.O.B.L. TOP OF BRICK LEDGE � � � ¢ DIP DUCTILE IRON PIPE T.O.C. TOP OF CONCRETE �'YYYY1 TREE LINE = Q � � DN DOWN N NORTH T.O.E.F. TOP OF EXISTING FOOTING � SHRUB OR BUSH � � � � Z D R W Y D R I V E W A Y N/A NOT APPLICABLE T.O.F. T O P O F F O O T I N G Q � 0 � � D S D O W N S P O U T N E'L Y N O R T H E A S T E R L Y T.O.M. T O P O F M A S O N R Y Q O m � DWG S DRAWING(S) N'LY NORTHERLY T.O.P. TOP OF PIER E R O S I O N C O N T R O L L E G E N D \ � � D W L(�S 3 D O W E L(S) N O/# N U M B E R T.O.S. T O P O F S T E E L / w � o � NIC NOT IN CONTRACT TCE TEMP CONSTRUCTION EASEMENT TEMPORARY TEMPORARY PERMANENT PERMANENT W � °O `� E E A S T NTS NOT TO SCALE T E L T E L E P H O N E N w � E'LY EASTERLY NW'LY NORTHWESTERLY TEMP TEMPORARY — SF — PERIMETER CONTROL ROLLED EROSION VEGETATIVE o ��- � J EA EACH THK THICK / THICKNESS (STRAW WATTLES, CONTROL PRODUCT PS SEEDING � STREAMBANK .�- � � EJ EXPANSION JOINT OC ON CENTER TWP TOWNSHIP FILTER SOCKS & SILT (RECP) PER PLAN STABILIZATION � �' EL ELEVATION OD OUTSIDE DIAMETER TYP TYPICAL FENCE ARE GENERALLY OS SODDING o � � ELEC ELECTRICAL INTERCHANGEABLE) STRUCTURAL Q ELEV ELEVATOR PC POINT OF CURVE U UTILITY � � '� � � PERF PERFORATED T STREAM CROSSING STREAMBANK EMBED EMBEDMENT UAC USE AS CONSTRUCTED SEED, FERTILIZER -�F•� �o � ENGR ENGINEER PI POINT OF INTERSECTION UE UTILITY EASEMENT CW CONCRETE WASHOUT & MULCH STABILIZATION a ENTR ENTRANCE P/L PROPERTY LINE UL UNDERWRITERS LABORATORIES, INC. CONSTRUCTION ROAD EOP END OF PROJECT PM PRINCIPAL MERIDIAN ULFM UNDERWRITERS LABORATORIES FACTORY MUTUAL CONSTRUCTION =CRS- STABILIZATION OP OUTLET PROTECTION _RR� RIP RAP LINED � � EOR END OF RADIUS POB POINT OF BEGINNING UNO UNLESS NOTED OTHERWISE CE CHANNEL E/P EDGE OF PAVEMENT POC POINT OF CURVE ENTRANCE � Tp— �MPORARY DIVERSION RS REVETMENT SLOPE GRASS LINED � � EQ EQUAL POT POINT OF TANGENT VAR VARIES PROTECTION � � � � E/S EDGE OF SHOULDER PRC POINT OF REVERSE CURVE VC VERTICAL CURVE O MULCHING —GL� CHANNEL (__�) c � o "' o ESMT EASEMENT PRELIM PRELIMINARY VCP VITRIFIED CLAY PIPE � LEVEL SPREADER � SOD DROP INLET MATERIAL REQUIRED Y �° o 0 E S T E S T I M A T E V E R V E R I F Y P R O T E C T I O N a � PROP PROPOSED O SEEDING EX EXISTING PRV PRESSURE REDUCING VALVE VERT VERTICAL � o EXC EXCAVATE/EXCAVATION PT POINT OF TANGENCY VOL VOLUME —CD' CHECK DAM EXP EXPANSION PVC POLYVINYL CHLORIDE VPC VERT POINT OF CURVE CB COMPOST BLANKET Q � EXT EXTERIOR P V M T P A V E M E N T V P I V E R T P O I N T O F I N T E R S E C T I O N —SC' STONE CHECK °p1� EXTD EXTEND VPT VERT POINT OF TANGENCY � � DITCH CHECK c � EW EACH WAY QTY QUANTITY (ROCK DAM) � 3 W WEST � SEDIMENT BASIN o N o Wl W�TM � SEDIMENT TRAP �- W L Y W E S T E R L Y SURFACE � N WM WATER MAIN ROUGHENING ° z z o W/0 WITHOUT IP INLET PROTECTION � g g W.P. WORKING POINT EXISTING WD WOOD TURF REINFORCEMENT o � a a WSO WATER SHUT OFF � DUST CONTROL MAT (TRM) ` � �o � � SURFACE � AT PRO OSED � � v � cwn cwn PROPO ED � WV WATER VALVE N � m EL WWF WELDED WIRE FABRIC —SD� SLOPE DRAIN o, � i° . � � ao N � o YD YARD SURVEY �� .� 3 � � � � � � PD— PERMANENT DIVERSION ° ° N a� o � o � oN 0 d N � ,� o ,� o ,� o ■ FOUND REBAR —__ LEVEL SPREADER Sheet No: 21 +20 21 +60 • FOUND IRON PIPE PROFILE LEGEND O SET REBAR 1 Project No: 18147 IIW, P.C. ALL CONSTRUCTION SHALL BE PER APPLICABLE SECTIONS OF THE LATEST EDITION OF SUDAS STANDARD FINAL SUBGRADE ELEVATION USING THE FOLLOWING MATERIALS: AS DIRECTED. A. PERFORMANCE REQUIREMENTS: PER SUDAS STANDARDS DIVISION 7010, CLASS C � � SPECIFICATIONS, CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS, AND STANDARD PLANS EXCEPT AS A. BUILDING SLABS, WALKS, AND PAVEMENTS: FINAL BACKFILL-CLASS III. 12. PLACE BACKFILL ON SUBGRADES FREE OF MUD, FROST, SNOW OR ICE. PLACE AND COMPACT CONCRETE, 4,000 PSI MIX. MODIFIED OR SUPERCEDED BY THESE PLANS. THE SUDAS SECTIONS APPLICABLE TO THESE PLANS g. UNDER AND WITHIN 18 INCHES OF FOOTINGS: CONCRETE. BACKFILLIN EXCAVATIONS PROMPTLY. B. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR INCLUDE, BUT MAY NOT BE LIMITED T0, THE FOLLOWING: C. ALL OTHER AREAS: SATISFACTORY SOIL-CLASS IV. 13. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH HOT TEMPERATURES. CURE CONCRETE BY MOISTURE CURING, MOISTURE-RETAINING-COVER GENERA� NOTES 4. TRENCH CONSTRUCTION MATERIAL PROPERTIES: FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT AND NOT MORE THAN 4 INCHES IN CURING, CURING COMPOUND, OR A COMBINATION OF THESE METHODS. ARCHITECTURE 1. SITE SIGNAGE REQUIRES A SEPARATE REVIEW PROCESS AND PERMIT FROM CITY. LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. C. ALLOW PAVEMENT TO AGE 30 DAYS BEFORE STARTING PAVEMENT MARKING. CIVIL ENGINEER WG Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK WITH THE OWNER. A. UNSATISFACTORY SOILS (IN ADDTION TO THE REQUIREMENTS OF 202D): ASTM D 2487 14. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES AND D. PAVEMENT JOINTING SHALL COMPLY WITH THE FOLLOWING: CONSTRUCTION SERVICES 3. THE CONTRACTOR AGREES THAT IT AND ITS REPRESENTATIVES HAVE VISITED THE SITE AND ARE SOIL CLASSIFICATIONS GROUPS OL, CH, MH, OH, AND PT, OR A COMBINATION OF THESE UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. ENVIRONMENTALENGINEERWG GROUPS; OR SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT D.L LONGITUDINAL JOINTS: BT-1 OR L-1. LAND SURVEYING FAMILIAR WITH THE EXISTING CONDITIONS, AND THE CONTRACTOR AGREES THAT THE EXISTING AT TIME OF COMPACTION. 15. SUBBASE AND BASE COURSE: SHAPE SUBBASE AND BASE COURSE TO REQUIRED CROWN D.2 TRANSVERSE JOINTS: TYPE C MUNICIPALENGINEERWG CONDITIONS ARE ACCURATELY REPRESENTED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS ELEVATIONS AND CROSS-SLOPE GRADES. FOR SUBBASE OR BASE COURSES LESS THAN 6 INCHES, STRUCTURALENGINEERWG RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING B. GRANULAR STABILIZATION MATERIAL (204.B): IOWA DOT SECTION 4122.02 MACADAM PLACE IN COMPACTED THICKNESS IN A SINGLE LAYER; FOR SUBBASE OR BASE COURSES GREATER D.3. MAXIMUM JOINT SPACING: 12 FEET TRANSPORTATION ENGINEERING CONDITIONS AND THE CONDITIONS REPRESENTED. STONE BASE MATERIAL, GRADATION 13 WITH CHOKE STONE MATERIAL RETAINED ON A '/." THAN 6 INCHES IN COMPACTED THICKNESS, PLACE IN MULTIPLE LAYERS OF EQUAL THICKNESSES, INTEGRITY.EXPERTISE.SOLUTIONS 4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ENSURING THAT THE SIEVE INCLUDED WITH NO MORE THAN 10% PASSING A �200 SIEVE (MODIFIED MACADAM). WITH NO COMPACTED LAYER LESS THAN 3 INCHES OR GREATER THAN 6 INCHES. PAVEMENT MARKING � � '" ' �� LATEST REVISION OF THE APPROVED PLANS AND ANY ADDENDA ARE AT THE PROJECT SITE AT C. BASE COURSE: IOWA DOT SECTION 4120.04 CLASS A CRUSHED STONE, GRADATION 11. 16. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER TO OBTAIN SAMPLES AND PERFORM LABORATORY ALL TIMES AND BEING USED APPROPRIATELY. DENSITY TESTING AND TO CONDUCT COMPACTION TESTS AS REQUIRED. COMPACTION L LINE STRIPING, CROSSHATCHING, EDGE LINES AND LANE LINES SHALL BE 4" WIDE AND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FROM THE CITY OF D. ENGINEERED FILL IOWA DOT SECTION 4132, SPECIAL BACKFILL, GRADATION 30. DUBUQUE OR OTHER APPLICABLE AGENCIES. E. BEDDING MATERIAL REQUIREMENTS ARE SUBJECT TO ADJUSTMENT DEPENDING UPON THE MATERIAL DENSITY. SMOOTH/EVEN CURVES OR STRAIGHT LINES. 6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES 17. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY 2 LINE STRIPE FOR GENERAL PARKING SHALL BE WHITE IN COLOR AND SPECIAL PARKING SHALL BE NECESSARY TO PROVIDE FOR PUBLIC SAFETY. E.1. CLASS I MATERIAL 1° CLEAN STONE, IDOT SPEC 4115 GRADATION 3 OR IDOT SPEC UNIT WEIGHT ACCORDING TO STANDARD PROCTOR COMPACTION TEST (ASTM D 698): YELLOW IN COLOR. ALL LETTERS (8" HIGH) AND NUMBERS (12") HIGH SHALL BE YELLOW IN COLOR. 4131 GRADATION 29. CROSSHATCHING TO BE YELLOW IN COLOR. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY PROPERTY PINS DISTURBED E.2 CLASS II MATERIAC IDOT SPEC 4133 GRADATION 32, IDOT SPEC 4121 GRADATION 12A A. UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RECOMPACT DURING CONSTRUCTION AT THE ENGINEER'S OR SURVEYOR'S REGULAR FEE OR RATE. TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL SOIL 3. ALL LETTERING, NUMBERING AND SYMBOLS SHALL BE STENCILED, NOT FREEHAND. 8. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE F. HAUNCH SUPPORT, PRIMARY & SECONDARY BACKFILL MATERIAL MATERIAL AT 98 PERCENT. 4. WHITE EDGE LINES SHALL BE PROVIDED WHERE NO CURB EXISTS. LOCATION FROM RECORD WFORMATION OBTAINED FROM SOURCES OF VARYING RELIABILITY F.1. CLASS II MATERIAL B. UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES BELOW SUBGRADE AND 5. ALL PAINTING TO HAVE SHARP EDGES WITH NO BLEED THROUGH IN APPEARANCE. AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. EXISTENCE, LOCATION, DEPTH, SIZE F.1.1. 1" CLEAN STONE CLEANED BUT NOT WASHED COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 92 PERCENT. OR MATERIAL MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND ENGINEER DOES NOT GUARANTEE � � 6. CONTRACTOR SHALL BARRICADE THE AREA HE IS WORKING ON AND MAINTAIN BARRICADES UNTIL C. UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6 INCHES BELOW THE ACCURACY OR COMPLETENESS OF INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF F.L2. IDOT SPEC 4115, GRADATION 3 THE AREA IS DRY. THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES AND SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 85 � COPYRIGHT 2019 F.1.3. IDOT SPEC 4131, GRADATION 29 PERCENT. 7. CONTRACTOR SHALL PROTECT ALL NEARBY VEHICLES FROM DAMAGE, SUCH AS OVERSPRAY. ALL RIGHTS RESERVED. SHALL CONTACT ONE CALL PRIOR TO COMMENCING WORK. THE CONTRACTOR IS CAUTIONED THAT F.1.4. IDOT SPEC 4133.05, GRADATION 35 THESE DOCUMENTS HAVE BEEN ONLY ACTUAL EXCAVATION WILL REVEAL EXISTENCE, LOCATION, DEPTH, SIZE AND MATERIAL OF 18. VERIFY THE ALLOWABLE SOIL BEARING CAPACITY AND SUBGRADE MODULUS USED FOR FOUNDATION PREPAREDSPECIFICALLYFORTHIS UNDERGROUND UTILITIES OR OTHER FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL F.1.5. IDOT SPEC 4133.05, GRADATION 36 DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO COMMENCING WITH FORMWORK FOR FIELD SUBSURFACE DRAINAGE PROJECTONLY. NOPARTOFTHIS COSTS INCURRED AS A RESULT OF THEIR FAILURE TO LOCATE EXISTING UTILITIES AND FACILITIES F.1.6. IDOT SPEC 4121, GRADATION 12A MAY BE USED FOR PRIMARY AND VERIFICATION OF BEARING CAPACITY. CONTRACTOR SHALL MAKE MODIFICATIONS AS DIRECTED BY 1. COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS AND DOCUMENTS, DIVISION 4 - DOCUMENT MAY BE REPRODUCED PRIOR TO COMMENCING WORK. THE ENGINEER MAKES NO GUARANTEE, AND NO WARRANTEE IS � THE ENGINEER. MODIFICATIONS INCLUDE, BUT ARE NOT LIMITED T0, OVEREXCAVATION AND OR DISTRIBUTED IN ANY FORM IMPLIED, REGARDING THE ACCURACY OR COMPLETENESS OF INFORMATION SHOWN FOR EXISTING SECONDARY BACKFILL) REPLACEMENT OF UNSATISFACTORY MATERIAL WITH SUITABLE COMPACTED FILL MATERIAL FILL SEWERS AND DRAINS WITHOUT THE PERMISSION OF IIW, F.1J. IDOT SPEC 4133, GRADATION 32 MAY BE USED FOR PRIMARY AND MATERIAL FOR OVEREXCAVATED AREAS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. 2 FOLLOW SPECIFICATION ITEMS WITH RESPECT TO TYPE 1 SUBDRAINS LONGITUDINAL SUBDRAIN P C. ALL INFORMATION IN THIS UTILITIES AND IMPROVEMENTS. � � � DOCUMENT IS CONSIDERED � 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE DESIGN ENGINEER SECONDARY BACKFILL) APPROVED FILL MATERIAL SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD A. MINIMUM TRENCH WIDTH SHALL BE 10" AT THE BOTTOM, MINIMUM PIPE SLOPE SHALL BE PROPERTY OF IIW, P.C. - UPON DISCOVERY OF ANY FIELD CONFLICTS OR CHANGES IN CONDITIONS. FAILURE TO DO SO UPON PROCTOR DENSITY IN LIFTS OF 9 INCHES OR LESS IN LOOSE THICKNESS OR AS APPROVED BY THE � E2 GRADATIONS 12A OR 32 MAY NOT BE USED IN AREAS WHERE WATER CONDITIONS IN 0.5% � DISCOVERY WILL VOID CLAIMS FOR COMPENSATION AS EXTRA WORK FOR THAT WHICH COULD HAVE TRENCH MAY CAUSE INSTABILITY. GEOTECHNICAL ENGINEER. THE INTENT OF THIS DESIGN IS TO SUPPORT THE FOUNDATIONS ON } VIRGIN SUBSOIL MATERIAL FOR A CONSISTENT, UNIFORM BEARING MATERIAL B. CRUSHED STONE ENVELOPE: CLEAN CRUSHED STONE MATERIAL SHALL BE IOWA DOT Z BEEN MITIGATED HAD THE ENGINEER BEEN NOTIFIED AT TIME OF DISCOVERY. o F.3. ENGINEERING FABRIC SHALL BE PLACED AT THE INTERFACE BETWEEN THE GRADATION POROUS BACKFILL, GRADATION N0. 29, AND SHALL BE USED FOR THE PERFORATED DRAIN � 10. ANY PROPOSED REVISIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVED BY THE 3 OR 29 MATERIAL AND BACKFILL CONTAINING FINES 19. PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. WHERE SETTLING TILE FROM 3 INCHES BELOW THE BOTTOM OF THE PIPE TO THE BOTTOM OF THE PAVEMENT. Z ENGINEER AND WHEN APPLICABLE, BY THE CITY ENGINEER, PRIOR TO CONSTRUCTION. THE OCCURS BEFORE PROJECT CORRECTION PERIOD ELAPSES, REMOVE FINISHED SURFACING, BACKFILL ¢ CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN G. FINAL BACKFILL MATERIAC WITH ADDITIONAL SOIL MATERIAL, COMPACT, AND RECONSTRUCT SURFACE. NO SAND ENVELOPE OR FILTER FABRIC REQUIRED. Q AUTHORIZATION FROM THE ENGINEER, OR CITY ENGINEER, WHERE APPLICABLE ANY DEVIATIONS OR G.1. CLASS III 3. CATCH BASW CONNECTION: CONNECTIONS OF 4 INCH CPE INTO CATCH BASINS SHALL BE � CHANGES IN THESE PLANS WITHOUT OFFICIAL APPROVAL OF THE DESIGN ENGINEER SHALL ABSOLVE 20. LEGALLY DISPOSE OF SURPLUS SOIL MATERIAL AND WASTE MATERIALS OFF OWNER'S PROPERTY OR THROUGH A 6 INCH HOLE IN THE SIDEWALL. ANNULAR SPACE SHALL BE GROUTED. PROVIDE � o THE DESIGN ENGWEER OF ANY AND ALL RESPONSIBILITY OF SAID DEVIATION OR CHANGE. G.1.1. IDOT SPEC 4121, GRADATION 12A TO DESIGNATED DISPOSITION AREA. RODENT GUARD IN THE END OF DRAIN TILE INSIDE CATCH BASINS. � � 1L SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT G.L2. IDOT SPEC 4133, GRADATION 32 w � o SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE G.1.3. ENGINEERING FABRIC SHALL BE PLACED AT THE INTERFACE BETWEEN THE � � �' DESIGN ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. GRADATION 3 OR 29 MATERIAL AND BACKFILL CONTAINING FWES W Z O � STORM DRAINAGE �ANDSCAPING NOTES: > 0 � c.z. c�ass iv (f� O � w o EROSION CONTRO� 1. COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS AND DOCUMENTS, DIVISION 4 - 1. ALL LANDSCAPING SHALL BE ACCORDING TO CURRENT CITY OF DUBUQUE REQUIREMENTS AND ALL � Q � � G.2.1. SATISFACTORY SOILS (IN ADDITION TO THE REQUIREMENTS OF 2.03): SEWERS AND DRAINS, DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS APPLICABLE RESTRICTIONS AND COVENANTS. W � U � w 1. COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS AND DOCUMENTS, DIVISION 9 - A S T M D 2 4 8 7 S O I L C L A S S I F I C A T I O N G R O U P S G W, G P, G M, G C, S W, S P, S M, � - � � SITEWORK AND LANDSCAPING SC, CL, ML, OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR 2. PERFORMANCE REQUIREMENTS: GRAVITY-FLOW, NONPRESSURE, DRAINAGE-PIPING PRESSURE 2, LANDSCAPING SHALL BE INSTALLED BY THE DATE THE BUILDING DEPARTMENT ISSUES AN � - z m �' GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSIONS, DEBRIS, WASTE, RATING: 10-FOOT HEAD OF WATER. PIPE JOINTS SHALL BE AT LEAST WATER TIGHT TO 10-FOOT OCCUPANCY CERTIFICATE. w � � o 2 REGULATORY REQUIREMENTS: NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) AND HEAD PRESSURE. IOWA DEPARTMENT OF NATURAL RESOURCES; GENERAL PERMIT �2 FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER; LIQUID 3. A DETAILED LANDSCAPING PLAN SHOWING THE LOCATION, SIZE (CALIPER DIAMETER OR HEIGHT) j (n � � ^ LIMIT LESS THAN 45; AND A MAXIMUM PLASTICITY INDEX OF 20. 3. REFER TO EARTHWORK NOTES FOR ADDITIONAL EXCAVATING, TRENCHING, AND BACKFILLING z � 0 0 w � 3. MATERIAL PROPERTIES: R E Q U I R E M E N T S. AND TYPE WILL BE PROVIDED BY THE LANDSCAPE CONTRACTOR. TREES SHALL BE IN � J U � 5. OTHER CONSTRUCTION MATERIAL PROPERTIES: ACCORDANCE WITH THE CITY OF DUBUQUE STREET TREE POLICY. TREES PLANTED IN THE PUBLIC Q Q � � A. RIPRAP: IOWA DOT SECTION 4130.02 CLASS A REVETMENT - BROKEN LIMESTONE, 4. ALL PLASTIC STORM SEWER PIPE SHALL BE PVC SDR 35 OR SDR 26 WITH GASKETED JOINTS, RIGHT-OF-WAY DO NOT COUNT TOWARD LANDSCAPING REQUIREMENTS. DOLOMITE, OR QUARTZITE. A. IMPERVIOUS FILL ASTM D 2487, FWE GRAINED SOIL WITH A MINIMUM LIQUID LIMIT OF 35 � � � � AND A PLASTICITY INDEX BETWEEN 10 AND 4Q AND A MAXIMUM ALLOWABLE HYDRAULIC INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, AND ASTM D2321. 4. A TOTAL OF 6 TREES, 1'/2° - 2" CALIPER DIAMETER DECIDUOUS AND/OR 6-FOOT HEIGHT � w Q B. EROSION STONE: IOWA DOT SECTION 413D.05 EROSION STONE - BROKEN LIMESTONE, CONDUCTIVITY OF 1X10-6 CM/SEC ACCORDING TO ASTM D 5084. 5. ALL RCP PIPE JOINTS SHALL BE BELL AND SPIGOT WITH 0-RING GASKETS OR PROFILE GASKET EVERGREENS AND 9 SHRUBS, MINIMUM 18 INCHES IN HEIGHT OR A MINIMUM OF THREE (3) � _ � � Z DOLOMITE, OR QUARTZITE. COMPLYING WITH ASTM C443 � = 0 i B. RIPRAP: IOWA DOT SECTION 413D.02 CLASS A REVETMENT - BROKEN LIMESTONE, GALLONS POTTED, ARE REQUIRED FOR THE SITE PER CITY OF DUBUQUE'S UNIFIED DEVELOPMENT � 0 � C. SILT FENCE: IOWA DOT SECTION 4196.01A ENGWEERING FABRIC. 6. CONSTRUCT CATCH BASINS OF REINFORCED CONCRETE, DESIGNED ACCORDING TO ASTM C 890 FOR CODE. � m N DOLOMITE, OR QUARTZITE. O 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT COVERAGE UNDER NPDES, CONSTRUCTION STRUCTURAL LOADING. PROVIDE INDIVIDUAL FRP STEPS OR FRP LADDER, WIDE ENOUGH TO ALLOW � � o C. PERFORATED POLYETHYLENE SUBDRAIN: ASTM F 405 OR AASHTO M 252, TYPE CP; U' GENERAL PERMIT #2 PERMIT HAS BE SECURED. DO NOT COMMENCE SITE CLEARING OR GROUND WORKER TO PLACE BOTH FEET ON ONE STEP AND DESIGNED TO PREVENT LATERAL SLIPPAGE OFF w o � DISTURBING OPERATIONS UNTIL AND NPDES PERMIT HAS BEEN GRANTED. CORRUGATED, FOR COUPLED JOINTS. OF STEP. CAST OR ANCHOR INTO SIDEWALL AT 12 TO 16 INCH INTERVALS. OMIT STEPS IF TOTAL J °O > 6. A GEOTECHNICAL ENGINEERING REPORT HAS NOT BEEN PREPARED FOR THE OWNER. REASONABLE DEPTH FROM FLOOR OF CATCH BASIN TO FINISHED GRADE IS LESS THAN 60 INCHES. SITE LIGHTING c � � 5. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL AND CONSERVATIVE ESTIMATES SHOULD BE USED FOR ALLOWABLE BEARING PRESSURES AND o J EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT OTHER SOIL LOADING VALUES FOR FOUNDATION AND RETAINING WALL DESIGN. 7. INSTALL PROPER SIZE INCREASERS, REDUCERS, AND COUPLINGS WHERE DIFFERENT SIZES OR 1. ALL SITE LIGHTING SHALL BE ACCORDING TO CURRENT CITY OF DUBUQUE STANDARDS AND �Q ��-, PROPERTIES AND WALKWAYS, ACCORDING TO A STORM WATER POLLUTION PREVENTION PLAN MATERIALS OF PIPES AND FITTINGS ARE CONNECTED. REDUCING SIZE OF PIPE IN DIRECTION OF SPECIFICATIONS AND ALL APPLICABLE RESTRICTIONS AND COVENANTS. � � (SWPPP) COMPLYING WITH CODE OF IOWA 161A.64, AS REQUIRED BY THE IOWA DNR. INSPECT, � PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, EROSION AND SEDIMENTATION CONTROL, FLOW IS PROHIBITED. � Z AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, 2 A DETAILED SITE LIGHTING PLAN SHOWING THE TYPE OF LIGHTS USED AND GROUND LIGHT PATTER p � REPAIR, AND MAINTAIN EROSION CONTROL AND SEDIMENTATION CONTROL MEASURES UNTIL 8. INSTALL PRECAST CONCRETE MANHOLE SECTIONS ACCORDING TO ASTM C 891. SET TOPS OF FOR LIGHTING OF BUILDING AND PARKING-RELATED FEATURES WILL BE PROVIDED BY THE � PERMANENT VEGETATION HAS BEEN ESTABLISHED. WASHOUT, AND OTHER HAZARDS CAUSED BY EARTHWORK OPERATIONS. CONTRACTOR RESPONSIBLE FRAME AND COVERS FLUSH WITH FINISHED SURFACE OF MANHOLE THAT OCCURS IN PAVEMENTS. a�i � FOR REPAIRS TO DAMAGED SURFACES. ELECTRICAL CONTRACTOR. .o � 6. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO CONTROL AIRBORNE DUST AND SHALL SET TOPS 3 INCHES ABOVE FINISHED SURFACE ELSEWHERE 3. ALL EXTERIOR LIGHTING SHALL USE CUTOFF LUMINARIES DESIGNED TO SHIELD LIGHT FROM THE a BE RESPONSIBLE FOR DAMAGE RESULTING FROM A FAILURE TO DO S0. 8. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OFIRREGULAR SURFACE CHANGES. g. INSPECTINTERIOR OF PIPING TO DETERMINE WHETHER LINE DISPLACEMENT OR OTHER DAMAGE HAS SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. WMINARIES ABOVE 72 DEGREES FROM VERTICAL, AND NO LIGHT SOURCE SHALL PROVIDE 7. THE CONTRACTOR SHALL KEEP ADJACENT STREETS CLEAN AND FREE OF DIRT OR DEBRIS AT ALL OCCURRED. INSPECT AFTER 24 INCHES OF BACKFILL IS IN PLACE, AND AGAIN AFTER COMPLETION ILLUMINATION ONTO ADJACENT LOTS, BUILDINGS, OR STREETS EXCEEDING ONE FOOT CANDLE. � � TIMES AND REMOVE ANY TRACKED MUD FROM THE STREETIMMEDIATELY. ALL COSTS FOR SUCH 9 PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 4 HORIZONTAL TO 1 OF PROJECT. DEFECTS REQUIRING CORRECTION INCLUDE THE FOLLOWING: SHALL BE INCLUDED IN THE CONTRACT PRICE AND ANY ADDITIONAL COSTS, FEES OR FINES VERTICAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL PLACE AND COMPACT FILL 4. FIXTURES MOUNTED ON A BUILDING SHALL BE POSITIONED NO HIGHER THAN THE ROOF LINE OF � � MATERIAL IN LAYERS TO REQUIRED ELEVATION AND AS FOLLOWS: A. ALIGNMENT: LESS THAN FULL DIAMETER OF INSIDE OF PIPE IS VISIBLE BETWEEN THE BUILDING. WOODEN UTILITY-TYPE POLES ARE ACCEPTABLE ONLY FOR TEMPORARY USE � � a� RESULTING FROM FAILURE TO DO SO SHALL BE PAID BY THE CONTRACTOR. STRUCTURES. DURING CONSTRUCTION. � � � �6 A. UNDER WALKS, PAVEMENTS, BUILDING SLABS, FOOTINGS, AND FOUNDATIONS: ENGINEERED � � o m p 8. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS UNLESS B. DEFLECTIOM FLEXIBLE PIPING WITH DEFLECTION THAT PREVENTS PASSAGE OF BALL OR o � � FILL 5. ALL ELECTRICAL SERVICE LINES TO POSTS AND FIXTURES SHALL BE UNDERGROUND OR CONCEALED Y �, o 0 SPECIFICALLY PERMITTED. IF PERMITTED, TEMPORARY UTILITY SERVICES SHALL BE PROVIDED. CYLINDER OF SIZE NOT LESS THAN 92.5% OF PIPING DIAMETER. INSIDE THE POSTS. a � 9. CLEARING AND GRUBBING: REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER B UNDER ALL OTHER AREAS: SATISFACTORY SOIL. C. CRUSHED, BROKEN, CRACKED, OR OTHERWISE DAMAGED PIPING. � in VEGETATION AS INDICATED. GRIND STUMPS AND REMOVE ROOTS AND OBSTRUCTIONS TO A 10. EXCAVATIONS SHALL COMPLY WITH THE FOLLOWING: Q U MINIMUM DEPTH OF 18 INCHES BELOW THE DESIGN SUBGRADE. A. ALL EXCAVATIONS SHOULD COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SIDEWALK . � 10. TOPSOIL STRIPPING: REMOVE SOD AND GRASS BEFORE STRIPPING. STRIP TOPSOIL TO WHATEVER SUBPART P, '�XCAVATIONS AND TRENCHES"AND OTHER APPLICABLE CODES. 1. PERFORMANCE REQUIREMENTS: PER SUDAS STANDARDS DIVISION 7010, CLASS C CONCRETE, m ii DEPTHS ARE ENCOUNTERED AND STOCKPILE AWAY FROM EDGE OF EXCAVATION. DO NOT B. EXCAVATE TO DIMENSIONS AND ELEVATIONS INDICATED. 4,000 PSI. � � STOCKPILE WITHIN TREE PROTECTION ZONES. m � C. FOOTINGS AND FOUNDATIONS EXCAVATE BY HAND TO FINAL GRADE AND COMPACT SOIL PAVING 2 PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT 0 N o 11. TOPSOIL REPLACEMENT: REPLACE TOPSOIL TO A MINIMUM DEPTH OF 4" OVER ALL DISTURBED AT BEARING SURFACE PRIOR TO PLACING FOOTINGS TO FIRM UP ALL LOOSE MATERIAL 1. COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS AND DOCUMENTS, DIVISION 2 - TEMPERATURES. CURE CONCRETE BY MOISTURE CURING, MOISTURE-RETAINING-COVER CURING, �Q AREAS. FROM EXCAVATION, FORMING, ETC. EARTHWORK AND DIVISION 7 - STREETS AND RELATED WORK CURING COMPOUND, OR A COMBINATION OF THESE METHODS. � �N 12 LEGALLY DISPOSE OF SURPLUS SOIL MATERIAL AND WASTE MATERIALS OFF OWNER'S PROPERTY OR D. UTILITY TRENCHES: EXCAVATE TRENCHES DEEPER THAN BOTTOM OF PIPE EXCAVATION TO 3. JOINTING PER PLAN & DETAILS. 6' MAXIMUM JOINT SPACING. � a� 2 SUBGRADE PREPARATION. IN AREAS WHERE PAVEMENT WILL BE CONSTRUCTED IN A CUT z z p AT DESIGNATED DISPOSITION AREA. ALLOW FOR MINIMUM REQUIRED BEDDING COURSE AS NOTED IN BEDDING DETAIL" HAND SITUATION, SUBGRADE PREPARATION SHALL BE COMPLETED PER SECTION 2010. 4. REINFORCING_ � g g EXCAVATE FOR BELL OF PIPE EXCAVATE TRENCH WALLS VERTICALLY FROM TRENCH REINFORCING BARS: ASTM A615, GRADE 60 0 � a a 3. SUBGRADE STABILIZATION � c BOTTOM TO 12 INCHES HIGHER THAN PIPE OR CONDUIL EPDXY COATED DEFORMED BARS: ASTM A934 � � =o � � EARTHWORK AND TRENCHING A. MATERIAL SHALL BE 3" MODIFIED MACADAM. a� U � � � 11. NOTIFY ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUBGRADE. PROOF-ROLL EPDXY-COATED DEFORMED BARS SHALL HAVE LESS THAN 2% DAMAGED COATING W EACH 12" 3 . . m 1. COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS AND DOCUMENTS, DIVISION 2 - SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS TO IDENTIFY SOFT POCKETS AND AREAS 4. SUBBASE BAR LENGTH. N � LL � � EARTHWORK AND DIVISION 3 - TRENCH AND TRENCHLESS CONSTRUCTION. OF EXCESS YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES. IF ENGWEER A. MATERIAL SHALL COMPLY WITH IDOT SPECIFICATION: 4121 GRADATION 12A, 4132 GRADATION �' 2 EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND/OR SHEETED SO THAT THE EARTH DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT, CONTINUE EXCAVATION AND REPLACE WITH 30 OR IDOT SPECIFICATION 4133 OR IDOT SPECIFICATION 4123 MODIFIED SUBBASE. �� .0 3 � WILL NOT SLIDE NOR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE COMPACTED BACKFILL OR FILL MATERIAL AS DIRECTED. 5. HMA p` a N � FULLY PROTECTED FROM DAMAGE. ANY DAMAGE TO ADJACENTIMPROVEMENTS SHALL BE THE A. COMPLETELY PROOF-ROLL SUBGRADE IN ONE DIRECTION, REPEATING PROOF-ROLLING IN A. PERFORMANCE REQUIREMENTS: THE DESIGN CLASSIFICATION OF THE ROADWAY SHALL BE A RESPONSIBILITY OF THE CONTRACTOR AND NECESSARY REPAIRS OR REPLACEMENTS SHALL BE AT DIRECTION PERPENDICULAR TO FIRST DIRECTION. LIMIT VEHICLE SPEED TO 3 MPH. Sheet No: THE CONTRACTOR'S OWN EXPENSE. MINIMUM OF 300,000 ESALS. (300K TYPICAL FOR PARKING LOTS) B. PROOF-ROLL WITH A LOADED 10-WHEEL, TANDEM-AXLE DUMP TRUCK WEIGHING NOT LESS 3. UTILITY TRENCH BACKFILL SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR THAN 15 TONS. B. COMPLY WITH THE REQUIREMENTS OF SUDAS SECTION 7020. BELLS, JOINTS, AND BARRELS OF PIPES. PLACE AND COMPACT INITIAL BACKFILL, FREE OF C. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR C. REFER TO SUDAS FIGURE 7020.901 FOR HMA PAVING WITH CURB & GUTTER. PARTICLES LARGER THAN 1 INCH IN ANY DIMENSION, PLACE AND COMPACT FINAL BACKFILL TO RUTTING, AS DETERMINED BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL 6. CONCRETE 1 Project No: 18147 GENERAL� NOAE OR AGREES THAT IT AND ITS REPRESENTATIVES HAVE /�50� � N6g5a�2�� / � �n IIW, P.. ♦ VISITED THE SITE AND ARE FAMILIAR WITH THE EXISTING CONDITIONS, /B � � � NO�RT� " � AND THE CONTRACTOR AGREES THAT THE EXISTING CONDITIONS ARE / � � � HORIZONTAL SCALE IN FEET ACCURATELY REPRESENTED IN THE CONTRACT DOCUMENTS. THE N71 '03'29"E �s � � � � � 0 20 40 CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGWEER OF ANY � f'' � ARCHITECTURE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE CONDITIONS 48.91' � � � � CIVILENGINEERING REPRESENTED. �500� /��09 OZ DRAN7NG MAY HAVE BEEN REDUCm ENVRONMENTAOLENGI�NEERNG 2. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN � 6' � � 3�J' LANDSURVEVING THEIR APPROXIMATE LOCATION FROM RECORD INFORMATION OBTAWED i �� P I � � 1 MUNICIPALENGINEERWG FROM SOURCES OF VARYING RELIABILITY AVAILABLE AT THE TIME OF � ` � o uy STRUCTURALENGINEERWG PREPARATION OF THESE PLANS. EXISTENCE, LOCATION, DEPTH, SIZE OR S60'27�41°E N I P��oZSzo�i�ATioNs C TRANSPORTATIONENGINEERWG MATERIAL MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND ENGWEER 3.94'n / ' 3 �poM� INTEGRIN.EXPERTISE.SOLUTIONS DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF o� � � / � � wppvW INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE N50'59'09"E � CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF ALL � 51.34' � ' I �ENC� M EXISTING UTILITIES AND SHALL CONTACT ONE CALL PRIOR TO � COMMENCWG WORK. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL a� '<` C � EXCAVATION WILL REVEAL EXISTENCE, LOCATION, DEPTH, SIZE AND a� \ ` � MATERIAL OF UNDERGROUND UTILITIES OR OTHER FACILITIES. °�' � CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED AS A � \ / � \ � 1 \ � � RESULT OF THEIR FAILURE TO LOCATE EXISTING UTILITIES AND FACILITIES 6, � 663 � ,_ - N �� \ � PRIOR TO COMMENCWG WORK. THE ENGINEER MAKES NO GUARANTEE, i `S� N40'56�47°E � C � � � \ AND NO WARRANTEE IS IMPLIED, REGARDING THE ACCURACY OR � �� 40.05� � E �, � � COMPLETENESS OF INFORMATION SHOWN FOR EXISTING UTILITIES AND / \ IMPROVEMENTS. Cj� � � � J' 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY �� 6, � �''S)� � � 5zototz ,�ip�S�� V A r� c coPVRicHrzo�9 THE DESIGN ENGINEER UPON DISCOVERY OF ANY FIELD CONFLICTS OR � � � `� � p��icA � �� n��RicHrsReseRveo. � THESEDOCUMENTSHAVEBEEN CHANGES IN CONDITIONS. FAILURE TO DO SO UPON DISCOVERY WILL VOID � � � . PRePnReosPeaFicn��vFORrHis � � � �SS po��`� EX TELEGRAPH � J' PRo�ecr oN�v. No PnRr oFrHis CLAIMS FOR COMPENSATION AS EXTRA WORK FOR THAT WHICH COULD w � g > w HERALD BUILDING oocumENr mnv eE REPRooucEo HAVE BEEN MITIGATED HAD THE ENGINEER BEEN NOTIFIED AT TIME OF � � / � oRoisrRieurEoiNnNVFORm DISCOVERY. � � / �6 �� v�nrHour rHe PeRmissioN oF uw n 4. DATUM: � �E � ii/ �, . �> % � � P.c. n�uNFORmnrioNiNrHis � � j � � V DOCUMENTISCONSIDERED � HORIZONTAL - DAGIS SYSTEM NAD 83 (1991 ADJUSTMENT) � / T�P 653.80 \; PROPERrvoFuw, Pc. _ VERTICAL - NAVD 88 � � � \ � � E � � N5636'54"E r / / � � � 53.93' � ' z i o� � F. � � E � � o � � � � EX PREMIER DRY �' � � p � � � � � � CLEANING BUILDING �' � J � < GUY 6' � � F' � i � �- � � � � � � � ANCHOR � I � I � �� W � � � � N67'25'16"E N67'23'30"E � � /�� o� �Z°i � � A A � w z O � z�.zo' 3s.za, °� j / �/�/ oti5"��°" � - ' > o ui o , -� W B � O � � � � ��/�� /��G��> � rus iozszot�A�}p�s'�� Q a U (3 w p � � � � �� K 9 w��w�coMM \ � � ' � � � Z m o � � � � i � N � � 80 �� PROVIDE iRAFFlC CONiROL FOR ALL WORK � � � w � � �i ��5�� IN iHE PUBLIC RIGHT-OF-WAY. Q p � � e� 9 �S / � � � � pNE �/j o • co��` I \ �\\\ I B FL PVC 6 HEADS SOUTH= 667.36 / INSTALL iEMPORARY CHAIN LINK O = Q � 3 / CONSiRUCiION FENCE AROUND lHE � _ � � � E � � J � \ W PERIMEiER OF iHE PROJECT. - a � � \ FL CMP 12 REA3= 67L26_ � - F � / / ��rI � Q O � � �/ oN o�' �•� �� I / I ��\ M � Fte � �P W � 6' S / C�>1J � � � m � / 6�6 5 � $�� p Z � � o ' �'�� N� � � I � � � �� s��so'w � � w - � a� � �� e � �\\ \ � � � � �- "' ss.os' s `� 0 0 � \ .. o � � � � � � B� �V� � W Y�' S � ex snN MH eooee � - ,a �.'�y<' l, � � � � �� A6, � \ �B 6 A eiM aaze� �- � \ �� o � \ � �� 3 F f�� j � �� s �� / � � _ � Ex srM MH eo�ae d V �`na�N �673 '48"W � � �82 �� S75'21 '41' W , .. . � � W ,�, 5 � � RiM eee.es � � � a � ` N� � �1 .34' V 79.13' �"� �OO 6'� / G a'xa.s�' eax e/`N eaa.�s o „ o �� \ C� � � �� / Q / � S R a" vca Nw ees.is �N d cyN \ � � � S75'21'4�"W � \\ D s� ` W / � - 5� � ex c � ce eazoe 3N0 f a` � � \ � y0 6� .�0 � � � Vi F\8 5 RIM fi69.]B � � � � � � Q 4'X4.8�' BOX E�W 663.58 �{ . \ �'�, x= ' _4 � '�� \ H W IF�, ss � S74'47'50"W S / 3 �600 � � � N67'04(00"E � \ \ \ � � �� \ . \ W F�g �.IS�� 122.15' 3N� m m � \ � \ / //`P Ex snN MH eooe� : � � � }�.33' � � W �� cs R�M e�a.a, DEMOLITION KEYED NOTES � o M o \ z A. RAZE BUILDING o � � \ � C � W '� F\g GS C' � B. PAVEMENT REMOVAL BENCH MARKS ' �� o 0 EX �2ESIDENTIAL N22'49`3 "W � GS � 2 �18 ex sTM MH eoon 0 BUIL4INGS . \ �/ � �5 � RiM s�azz / 3N C. REMOVE & PERMANENTLY CLOSE ENTRANCE W/C&G � � BENCHMARK N0. ELEVATION DESCRIPTION � � � � p � W j� Rg \ sxa.e�' eox e/w e�z.az �Ho D. REMOVE SIDEWALK Q U G 5 ex c � ce eame E. REMOVE PCC WALL \ � � �/ F�e // RiM e�g.go 0249 501 663J8 B.M. MAG NAIL N.E.COR TRANSFORMER T o � F�g �5 Q 4'xa.s�' sox E/w s�sso F. REMOVE STORM SEWER & CAP AT EX CONNECTION m LL � � �� cs6, eoTTOM ce e�s.3o No / G. SAWCUT EX. HMA & REMOVE WATER SERVICE. CAP � � // d's / 3 BENCH MARK AT MAIN - HMA PATCH. COORDINATE WITH CITY � �9 � 5 / 5 �o � 9No H. REMOVE FENCE 60249 677.33 B.M. RR SPIKE IN U-POLE o '-^ ° / y o I. REMOVE TREE c ��" � 5 / � 07 J. REMOVE GUARDRAIL o � � � 3Ho K. REMOVE LIGHT POLE HORIZONTAL CONTROL �;� z z o / 5 L REMOVE SIGN - COORDINATE WITH OWNER OR CITY � � a a / 5 / 3N� REGARDING SALVAGING/RELOC. WHERE APPLICABLE POINT N0. NORTHING EASTING ELEVATION DESCRIPTION � F � o 0 5 0 M. REMOVE CURB � v -o w w �� 500 3658282.38 5684221 .67 657.23 CONTROL POINT NAIL MAG = . . m � � � N. PROTECT ELECTRIC TRANSFORMERS R& R BOLLARDS = m � > > IF NECESSARY. 502 365831256 5684135.57 660.64 CONTROL POINT NAIL MAG o� � LL . � � 0. COORDINATE WITH UTILITY PROVIDERS REGARDING REMOVAL OR ABANDONMENT OF SERVICES 503 3658386.02 5684237.98 653.82 CONTROL POINT NAIL MAG � o � � P. REMOVE WALK ALONG W.STH ST. & W.9TH ST. � a '-" � ADJACENT TO PROJECT SITE. 504 3658323.19 5684335.21 651 .82 CONTROL POINT NAIL MAG Sheet No: Q. R&R PARKING METER. COORDINATE W/CITY. 506 365817275 5683939.88 68225 CONTROL POINT NAIL MAG � � , � 0 R. SAWCUT EX. HMA & REMOVE VALVES(2) AT MAIN. REPLACE WITH SPIGOT & COUPLERS USING NITRILE 507 3657970.08 5684020.52 681 .82 CONTROL POINT NAIL MAG GASKETS; HMA PATCH. COORDINATE WITH CITY. S. REMOVE CATCH BASIN 600 3658027.23 5684229.87 665.66 CONTROL POINT NAIL MAG Project No: 18147 � � ��502 � / IIW, P.C. i / � � � i � � � / , � NORTH / � � � HORIZONTAL SCALE IN FEET � � / � � � 0 20 40 ARCHITECTURE � / � � / � CIVIL ENGINEERING �500� � / DRAWING MAY HAVE BEEN REDUCED CONSTRUCTION SERVICES / /,.•'� 11 � � / ENVIRONMENTAL ENGINEERING � LAND SURVEYING \ / . �• � MUNICIPAL ENGINEERING � . � � STRUCTURAL ENGINEERING •. ,••'� TRANSPORTATION ENGINEERING . � 3C � INTEGRITY.EXPERTISE.SOLUTIONS 3A .f•`� 4 � . . :�� . „• � � ' � / \ � / � � � 3 / ,o, 3 ; / 1 � /i \ `� � i � � � � � � �, 11 � � � / � \ � 15 � `� \ � ,� � / �. / � � QC COPYRIGHT 2019 ��r" / � ALL RIGHTS RESERVED. � � � � �� $ � THESE DOCUMENTS HAVE BEEN 3 PREPARED SPECIFICALLY FOR THIS / / EX TELEGRAPH � PROJECT ONLY. NO PART OF THIS � / O / , � / HERALD BUILDING DOCUMENT MAY BE REPRODUCED / 3B � OR DISTRIBUTED IN ANY FORM / / � WITHOUT THE PERMISSION OF IIW, / � � P.C.ALL INFORMATION IN THIS /�' � \ DOCUMENT IS CONSIDERED � � � / O ,� PROPERTY OF IIW, P.C. z � � / O 5 0� �, � TYP. 6 � � 5 / o � � � _ / � i F, � \ � � � Q i � / 10 9 ` \ Q 6�.. / ° � �, � \ O1 14 � � o i z � � \ p z � / � 0 � � � Q � 3A / � w � � �, 3B �', 15 � \ � J � cn � � O , , � wzo � � > O � 13 � — � �, � 3C � � , � � � � � � / � � � � w � Q > � 11 , � � U � � / \ � � � � � � 8 � � , / w � m � N � gD � � �Qj �` � , (n � � �p o ° � � O i - � � N � � � � � c� O � � / � � p o w � �� 14 �� 3 J v w � �r� 11 �-�--� Q � � J � � °'� 15 D / w � ~ Q ,�� o » 3C O / � Q � � o � \ � _ � o 11 13 4 / _ � � Z � 0 .. O p � �2 � o'°�r� .,,...• W � � i o�,� � 11 ,/,...••/ / � � Q � J � � � F�. �•�'' w / �� o m � � �.�� ,,� � S �R � � o �F� �� S � � � � 3C 11 4 / / �� w o 0 � 0 0 . � S $ oo W . ,,. � � J N � � ,, .. / w �e w W .. � � �1 •••''' � w s � � � � ' '' / / � J \ � ' '�� ' .• W S � � ~� EX SAN MH 60098 � � 3C \ � � � F�� RIM 662.87 •U � \ S � F�8 / � EX STM MH 60248 � z � \ V� S RIM 666.63 � � \ 15 � 4'X4.67' BOX E/W 658.73 � j � � � S 4" VCP N W 665.13 �N� � � \ � / W W � F\B / / � � � � � _ � 5 EX G � CB 60208 �NO � � y � 3 F\8 S � RIM 669.78 � � � � � / �j / 4'X4.67' BOX E/W 663.58 �N�6 O O ' ' ' ' ' ' � � 5 w / F�� S / � � W F�8 S � �N� rn rn � / � � � \ � �I / F�8 / G S// R M 5674.21 60097 q,,,�� ' . . . . o � � 11 `��`� . . \ � / \8 GS// z 0 / � o o � EX ESIDENTIAL / w F o / �N � " � �I�) F\B C' S E X S T M M H 6 0 0 7 7 �N O � � BUIL4INGS / \B / � S � RIM 679.22 / � � \ P� 3 F �� 4'X4.67' BOX E/W 672.32 �� O / � � �.5,� G S EX G � CB 60076 � Q V � � F�g /� RIM 679.90 0 2 g F�e s 4'X 4.6 7' B O X E/W 6 7 3.5 0 P R O P O S E D S I T E P L A N 0° `� � � / BOTTOM CB 676.30 � � � //�S �N� 1. HMA PAVEMENT � � � S �No � 2. H M A P ATCH o � � � S � '�'o / 3. PCC CURB 8c GUTTER � / �� S ��07 A. 6" STANDARD o � / S � �No B. 4" SLOPED � z z o / C. 6" STANDARD WITH REJECT GUTTER � a a � J J � / S �N� 4. NEW PCC DRIVEWAY — SEE SHEET C6.12 � Q .� o 0 S No � 5. PCC WALK � � � � � � � 6. 9'X18' STANDARD PARKING SPACE � � °° > > � � 7. 9'X18' ADA PARKING SPACE W/SIGNS � � � . . . . � � 8. STORM SEWER — SEE SHEET C6.20 �� o � � 9. TRENCH DRAIN � � � a� 10. SUBDRAIN � � `� � 11. LANDSCAPED ISLAND Sheet No: 12. SITE LIGHT POLE 13. 2" EMPTY CONDUIT 14. CURB FLUME 15. INTAKE � Project No: 18147 SITE DESCRIPTION INSPECTIONS SOIL COMPACTION/TOPSOIL PRESERVATION IIW, P.C. � � 1. THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS THE PERMITTEE(S) SHALL MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, 1. QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) SHALL FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE PRESERVE TOPSOIL. "INFEASIBLE" SHALL MEAN NOT TECHNOLOGICALLY POSSIBLE, OR CONSTRUCTION OF TELEGRAPH HERALD SITE IMPROVEMENTS, NOT BEEN STABILIZED WITH A PERENNIAL, VEGETATIVE COVER OF NOT ECONOMICALLY PRACTICABLE AND ACHIEVABLE IN LIGHT OF THE BEST INDUSTRY INCLUDING CLEARING, EXCAVATION AND GRADING, GRADING FOR SUFFICIENT DENSITY TO PRECLUDE EROSION AT LEAST ONCE EVERY PRACTICES. '�UNLESS INFEASIBLE, PRESERVE TOPSOIL'� SHALL MEAN THAT, UNLESS ARCHITECTURE ROADWAY, INSTALLATION OF DRAINAGE STRUCTURES, AND SEVEN CALENDAR DAYS. INFEASIBLE, TOPSOIL FROM ANY AREAS OF THE SITE WHERE THE SURFACE OF THE CIVIL ENGINEERING PREPARATION FOR SEEDING, LOCATED IN NE 1/4, SEC. 25, T.89 GROUND FOR THE PERMITTED CONSTRUCTION ACTIVITIES IS DISTURBED SHALL REMAIN CONSTRUCTIONSERVICES N., R.2E. AND SE 1/4 SEC. 24 T.89 N., R.2E., BOTH IN 2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS WITHIN THE AREA COVERED BY THE APPLICABLE GENERAL PERMIT N0. 2 ENVIRONMENTALENGINEERING DUBUQUE COUNTY, IOWA AUTHORIZATION. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE INTENDED LAND SURVEYING SHALL BE INSPECTED FOR EVIDENCE OF POLLUTANTS ENTERING THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. MUNiciPA� ENciNEERiNc DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES STRUCTURAL ENGINEERING 2. THIS SWPPP COVERS AN ESTIMATED 1.4 ACRES WITH AN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING PRESERVING TOPSOIL IS NOT REQUIRED WHERE THE INTENDED FUNCTION OF A TRANSPORTATION ENGINEERING ESTIMATED 1.1 ACRES BEING DISTURBED. PROPERLY. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SPECIFIC AREA OF THE SITE DICTATES THAT TOPSOIL BE DISTURBED OR REMOVED. SEE INTEGRITY.EXPERTISE.SOLUTIONS SHALL BE INSPECTED FOR OFFSITE SEDIMENT TRACKING. PART V.D.2.A.(2).(C) OF THE PERMIT FOR COMPLETE REQUIREMENTS. - � • :�� . �� 3. THE SWPPP IS LOCATED PRIMARILY IN THE WORTHEN SILT LOAM DISCHARGE LOCATIONS SHALL BE INSPECTED TO ASCERTAIN SOIL SERIES. THE ESTIMATED RUNOFF COEFFICIENT (C) FOR THE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN KEEPING PLANS CURRENT SITE AFTER COMPLETION WILL BE 0.95. PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. THIS SWPPP WAS PREPARED PRIOR TO THE COMMENCEMENT 4. REFER TO SHEET C2.10 FOR SITE MAP INDICATING DRAINAGE 3. THE CONTRACTOR SHALL IMMEDIATELY BEGIN CORRECTIVE ACTION OF SOIL DISTURBING ACTIVITIES. THE PERMITTEE SHALL AMEND PATTERNS, TYPICAL SLOPES, AREAS OF SOIL DISTURBANCE, ON ALL DEFICIENCIES FOUND. THE PLAN WHENEVER THERE IS A CHANGE IN DESIGN, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS, ETC. CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A 4. THIS INSPECTION MAY REQUIRE REVISIONS TO THE DESCRIPTION OF SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE 5. RUNOFF FROM THIS SITE WILL BE DISCHARGED TO THE CITY POTENTIAL POLLUTANT SOURCES AND POLLUTION PREVENTION OF POLLUTANTS TO THE WATERS OF THE UNITED STATES AND STORM SEWER SYSTEM TO THE MISSISSIPPI RIVER. MEASURES IDENTIFIED IN THE PLAN. THE CONTRACTOR SHALL WHICH HAS NOT BEEN ADDRESSED IN THE PLAN OR IF THE CONTROLS IMPLEMENT ALL REVISIONS TO THE PLAN DEEMED NECESSARY AND SWPPP PROVES TO BE INEFFECTIVE. SEE PART IV.0 OF THE COMPLETE SUCH CHANGES TO TFiE PLAN WITHIN 7 CALENDAR PERMIT FOR COMPLETE REQUIREMENTS REGARDING UPDATING OC COPYRIGHT 2019 DAYS OF THE INSPECTION. OF THE SWPPP. A�� RicHTs RESERVE�. 1 . PRIOR TO BEGINNING GRADING, EXCAVATION OR CLEARING AND THESE DOCUMENTS HAVE BEEN GRUBBING OPERATIONS, SILT FENCE SHALL BE PLACED ALONG THE 5. A WRITTEN REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, PREPAREDSPECIFICALLYFORTHIS PERIMETER OF ALL AREAS TO BE DISTURBED AT ANY LOCATION THE NAMES AND QUALIFICATIONS OF THE INSPECTORS, THE DATE, GENERAL NOTES PROJECT ONLY. NO PART OF THIS WHERE RUNOFF CAN MOVE OFFSITE. DOCUMENT MAY BE REPRODUCED AND THE OBSERVATIONS MADE AND ACTIONS TAKEN SHALL BE OR DISTRIBUTED IN ANY FORM MADE AND RETAINED AS PART OF THE SWPPP. THE REPORT 1. ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT WITHOUT THE PERMISSION OF IIW, 2. VEGETATION IN AREAS NOT INCLUDED IN THE CONSTRUCTION AREA SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G OF THE PERMIT. THEIR OPERATIONS IN A MANNER THAT MINIMIZES P.C. ALL INFORMATION IN THIS SHALL BE PRESERVED. EROSION AND PREVENTS SEDIMENT FROM LEAVING THE DOCUMENTISCONSIDERED � CERTIFICATION PROJECT SITE. THE PRIME CONTRACTOR SHALL BE PROPERTY OF IIW, P.C. - 3. AS AREAS REACH THEIR FINAL GRADE, THE LOCATION OF EROSION RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF � CONTROLS MAY NEED TO BE CHANGED OR ADDITIONAL CONTROLS 1, THE PLAN SHALL BE SIGNED IN ACCORDANCE WITH THE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) } Z MAY NEED TO BE PLACED. REQUIREMENTS OF THE NPDES GENERAL PERMIT N0. 2 AND BE FOR THEIR ENTIRE CONTRACT. THIS RESPONSIBILITY SHALL � � RETAINED AT THE CONSTRUCTION SITE FROM THE DATE BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE ¢ 4. OFF-SITE VEHICLE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. CONSTRUCTION ACTIVITIES BEGIN TO THE DATE OF FINAL WORK IS A SOURCE OF POTENTIAL POLLUTION AS Q ROADWAYS ADJACENT TO THE PROJECT SITE SHALL BE CLEANED STABILIZATION. DEFINED IN THIS SWPPP. � OF SEDIMENT DAILY. cn � 2. ALL CONTRACTORS AND SUBCONTRACTORS WHOSE WORK IS A 2. A "NOTICE OF INTENT FOR NPDES COVERAGE UNDER z Q o 5. STABILIZATION PRACTICES, INCLUDING TEMPORARY OR PERMANENT SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THIS SWPPP GENERAL PERMIT N0. 2 HAS BEEN FILED WITH THE w SEEDING AND/OR MULCHING SHALL BE INITIATED IMMEDIATELY ON ALL MUST SIGN THE CERTIFICATION STATEMENT. IOWA DEPARTMENT OF NATURAL RESOURCES. � � � � DISTURBED AREAS IF CONSTRUCTION ACTIVITY WILL NOT RESUME IN � � 0 O � THOSE AREAS WITHIN 14-DAYS. 3. NOTICE OF DISCONTINUATION w 0 � w o OWNER'S CERTIFICATION WITHIN 30 DAYS AFTER FINAL STABILIZATION, THE � U � s 6. CONTRACTOR DISPOSAL OF UNUSED CONSTRUCTION MATERIALS AND � OPERATOR OR OWNER OF THE FACILITY SHALL SUBMIT A � CONSTRUCTION MATERIAL WASTES SHALL COMPLY WITH APPLICABLE O � z m o I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL NOTICE OF DISCONTINUATION TO THE IOWA DEPARTMENT STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC w � � o ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN OF NATURAL RESOURCES. � � p , SYSTEM REGULATIONS. Z ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PEOPLE i cn � N PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED 4. NON-STORM WATER DISCHARGES ' p 0 w � 7. STOCKPILE AREAS WHICH REMAIN FOR MORE THAN 7 DAYS SHALL � UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR NON-STORM DISCHARGES MAY OCCUR FROM SUBSURFACE � J U w °° BE SEEDED, MULCHED AND ENCLOSED BY SILT FENCE. THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE DRAINS INCORPORATED INTO THE PROJECT. THESE � a � � `� Q INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE DISCHARGES WILL BE CONTROLLED BY STABILIZED w Q � � 8. SLOPES STEEPER THAN 10: 1 AND LONGER THAN 20 FEET SHALL BE ACCURATE AND COMPLETE. I FURTHER CERTIFY THAT THE TERMS AND OUTLETS. � _ � � Z PROTECTED BY A SHORT TERM EROSION CONTROL BLANKET. � = 0 � � CONDITIONS OF THE GENERAL PERMIT WILL BE MET. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE Q O m � 9. DUST CONTROL MEASURES SHALL BE EMPLOYED IF DUST IS POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SEQUENCE (I� � w CREATED AND THERE IS POTENTIAL FOR AIR AND/OR WATER C� � � � POLLUTION FROM DUST TRANSPORTED BY WINDS. DUST CONTROL 1. INSTALL CONSTRUCTION ENTRANCE w o�o � NAME: TITLE: J > MEASURES SUCH AS SPRINKLING/IRRIGATION, MULCHING, OR OTHER PRINTED 2. PLACE PERIMETER AND DOWNSLOPE CONTROLS � w � APPROPRIATE MEASURES SHALL BE EMPLOYED AS NECESSARY. 3. PROCEED WITH GRADING AND EXCAVATION o � � 4. COVER OR STABILIZE DISTURBED AREAS AS SOON AS �� 10. THE CONTRACTOR SHALL PLACE ANY OTHER CONTROLS CONSISTENT SIGNATURE: DATE: POSSIBLE N ; WITH CURRENT BMP'S AS DEEMED NECESSARY TO CONTROL RUNOFF 5. SEED DISTURBED AREA AS SOON AS POSSIBLE ONCE IT o ¢ FROM EXPOSED SITES. CONTRACTOR'S CERTIFICATION IS BROUGHT TO FINAL GRADE � o 6. MAINTAIN ALL TEMPORARY PERIMETER CONTROLS UNTIL �o � 11. THE WORK WILL BE COMPLETED WITH THE ESTABLISHMENT OF I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND ALL UPSTREAM AREAS ARE FINALLY STABILIZED. a � PERMANENT PERENNIAL VEGETATION WITH A DENSITY OF 70% OR CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION . � EQUIVALENT STABILIZATION MEASURES ON ALL DISTURBED AREAS. SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE AS PART �' �' 12. CONTRACTOR MAY LOCATE A PORTABLE REST ROOM FACILITY � � � OF THIS CERTIFICATION. FURTHER, BY MY SIGNATURE, I UNDERSTAND THAT I AM � ai � m ONSITE IN A LOCATION WHERE CONTACT WITH STORM WATER � o m o DISCHARGE IS MINIMIZED. WASTES SHALL BE COLLECTED AND BECOMING A CO-PERMITEE, ALONG WITH THE OWNER(S) AND OTHER o 00 � DISPOSED OF IN COMPLIANCE WITH LOCAL AND STATE REGULATIONS. CONTRACTORS AND SUBCONTRACTORS SIGNING SUCH CERTIFICATIONS, TO THE � �� o 0 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT N0. 2 FOR � �, "STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR � o CONSTRUCTION ACTIVITIES'� AT THE IDENTIFIED SITE. AS A CO-PERMITEE, I a � MAINTENANCE UNDERSTAND THAT I, AND MY COMPANY, ARE LEGALLY REQUIRED UNDER THE m ° CLEAN WATER ACT AND THE CODE OF IOWA, TO ENSURE COMPLIANCE WITH THE � � 1. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY TERMS AND CONDITIONS OF THE STORM WATER POLLUTION PREVENTION PLAN � N � EROSION CONTROL MEASURES IN PROPER WORKING ORDER, DEVELOPED UNDER THIS NPDES PERMIT AND THE TERMS OF THIS NPDES PERMIT. � `� °- INCLUDING CLEANING, REPAIRING OR REPLACING THEM THROUGHOUT �� THE CONTRACT PERIOD. CLEANING OF SILT CONTROL DEVICES SHALL CONSTRUCTION ACTIVITY ASSOCIATED WITH THE SITE IMPROVEMENTS OF � TELEGRAPH HERALD, DUBUQUE COUNTY, IOWA. ° z z o BEGIN WHEN THE FEATURES HAVE LOST 50% OF THEIR CAPACITY OR �� g g WHEN THE SEDIMENT LEVEL REACHES 1/3 OF THE BARRIER HEIGHT. o � a a NAME 11TLE DATE � � � � � a� U � w w CONTRACTING FIRM: N � m � � ADDRESS: TELEPHONE: > > N � `p W W � � L� . � � � U -6 � � N N 0 a N � NAME T1TLE DATE Sheet No: CONTRACTING FIRM: ADDRESS: TELEPHONE: � Project No: 18147 IIW, P.C. � � 2x4 WOOD 1O Entrance length: 50 foot minimum (30 foot for single family residential), ARCHITECTURE or as specified in the contract CIVIL ENGINEERING documents. Length of entrance may DROP INLET occurseased if sediment track-out ENV RONMEN AOL ENGRNEER NG � Q W/GRATE LAND SURVEYING _� � MUNICIPAL ENGINEERING � STRUCTURAL ENGINEERING FRAME TRANSPORTATION ENGINEERING / INTEGRITY.EXPERTISE.SOLUTIONS Z �o o �`r' - . . :�� . „ /� z � 1 �� I o / � I4 ; � � - <e�9t` o � � h �/ GATHER EXCESS � O PERSPECTIVE AT CORNERS / p � Thickness as � STAKE specified (6" min.). QC COPYRIGHT 2019 FABRIC � ALL RIGHTS RESERVED. p O THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS � /� / PROJECT ONLY. NO PART OF THIS \ - v DOCUMENT MAY BE REPRODUCED � � O Z � � ��r�� OR DISTRIBUTED IN ANY FORM �� _ � � / O p � O WITHOUT THE PERMISSION OF IIW, `Z P.C. ALL INFORMATION IN THIS � DOCUMENT IS CONSIDERED r FABRIC I � PROPERTY OF IIW, P.C. ~ DETAIL m � � } o Z o R��a� � � � � SPECIFIC APPLICATION: � • J Q THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET � SHEET 1 oF 1 � DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5�) WHERE � Q � � THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE � CONSTRUCTIONZENTRANCE � z Q s TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING �, CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. Q � w > O � � 4 CONSTRUCTION ENTRANCE J � U � s C2.02 NOT To sCALB i S I L T F E N C E I N L E T P R O T E C T I O N � � z m � cz.oz T R E N C H D R A I N & A R E A I N T A K E � N N O T T O 9 C i A i F i � � Q O ~ p O w � Z JUw � Q � � J EX INLET OR F.E.S. O = Q � � EX CURB = 0 � Z z � O J Z � O m w NOTES: O C� � � � 1. WASHOUT FACILITY SHALL NOT BE LOCATED WITHIN 50 FEET OF STORM DRAINS, J a�o � OPEN DITCHES OR WATERBODIES. � w � 2. WASHOUT FACILITIES MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED ONCE .o O � � ANCHOR 8" SOCK AS THE FACILITY IS 75% FULL. HARDENED CONCRETE SHALL BE REMOVED AND .�- �y N DISPOSED OF. IF THE FACILITY IS TO BE REUSED, LINE THE STRUCTURE WITH NEW �, LL �, NECESSARY 10 MIL POLYETHYLENE SHEETING FREE OF HOLES OR TEARS. o w ¢ 3. A SIGN SHALL BE POSTED ADJACENT TO THE FACILITY TO INFORM CONCRETE � o EQUIPMENT OPERATORS OF THE FACILITY OR THE JOB SITE SUPERINTENDENT SHALL �o � ENSURE THAT CONCRETE EQUIPMENT OPERATORS USE THE WASHOUT FACILITY. a 4. IF NECESSARY, A CRUSHED STONE PATH SHALL BE CONSTRUCTED TO PROVIDE LOCATION OF INLET EASE OF ACCESS FOR EQUIPMENT. � � PROTECTION IND�CATED 5. WHEN THE FACILITY IS NO LONGER REQUIRED, THE HARDENED CONCRETE SHALL BE � � ON PLAN WITH IP REMOVED AND DISPOSED OF, THE MATERIALS USED TO CONSTRUCT THE FACILITY � � a� SHALL BE REMOVED, AND THE HOLE BACKFILLED AND THE SURROUNDING AREA � � o M o REPAIRED. Y �° o 0 a U � i 1 �e—�n � C z WATTLE INLET PROTECTION SANDBAG Q � cz.oz CURB INTAKES No'r 'ro sc� LATH AND FLAGGING �----- ----------------------------- -----� 10 MIL PLASTIC T `o AROUND PERIMETER � LINING 00 " i 0 0 � 0 � � � 3 ' i � N C i i —�� N O i i �j =��_��I—I I 1-1 I I- fl- � ; O 10 MIL PLASTIC O i � illllllllll� o N � ' ,_p LINING i B _ _ _ _ �IIIIIII�;' �� z z o � ; � I - -i i i-i i i-i i i-i i i-i i i-i� � � g g o � aa � ; � � � o 0 ; O � O O O + °� Um � � I N � i > > N � p W W ------------------ ----------------------•� � � � . � � SANDBAG ` � � N N 0 a N � Sheet No: s CONCRETE WASHOUT C2.02 NOT To sCALE � Project No: 18147 � � ��502 / � � IIW, P.C. / , � , � � ♦ ♦ � � / � � NORTH � / � � � HORIZONTAL SCALE IN FEET ' � � �v � � / � � �\ 0 20 40 ARCHITECTURE � CIVIL ENGINEERING � �500/ � / CONSTRUCTION SERVICES � / DRAWING MAY HAVE BEEN REDUCED ENVIRONMENTAL ENGINEERING / � � � � LAND SURVEYING \ / 6� I MUNICIPAL ENGINEERWG � � � • � � STRUCTURALENGINEERWG � TRANSPORTATION ENGINEERING 6, � i I I / 3 INTEGRITY.EXPERTISE.SOLUTIONS \ o� :Z � /� . . :�� . ,, � , � � � � � N � � � � � � � � � � � , I � i �S `O �o 6� O� ,c � 6� 6� � � � �� - � � � °� � �P FlLTER SOCK � � � � � � �� \ � `� � � �� \ �� , � �� 6, �— � \ � AOLL R GHTS RESERVED. � � / �' � � ��' THESE DOCUMENTS HAVE BEEN / N � PREPARED SPECIFICALLY FOR THIS 6' � EX TELEGRAPH � PROJECT ONLY. NO PART OF THIS / / � � �' F� � � HERALD BUILDING DOCUMENT MAY BE REPRODUCED � � � �� 6, OR DISTRIBUTED IN ANY FORM / / 6' \ \ � WITHOUT THE PERMISSION OF IIW, � � , 6, � � � P.C. ALL INFORMATION IN THIS / � � � 6's O cV \ DOCUMENT IS CONSIDERED � / � � 6, � PROPERTY OF IIW, P.C. z 506 � � � / � 6'6, �'6' � � / � / \ � �6, � z 6' d� J � � � _ �� '� o DISTURBEd AREA � Z � � � � � � � �'� o BOUNDARY� � ¢ � � i �, � / � ¢ � � \ � \ � � � o �, �� /� � � � �o� � � � i� / � � w o / � J z Q N � � i — � 6', / t � � w � �, � � � // � � � �� \� � ` �\ \ - � J > o � o � w � � �, �� / � � � \ � IP a , / O O Q � o � � � /� � � � � � \ � � � / � � U � � o� 6' � �� / � � � \ � 664 / � \\ � / � � � � o W b .� � � � / 0 � � / z �, � N � i N� � �" � � � 1��\ �� / \ "'"� � '� � �P / / � Q ° w ° � � ��\��\�\� / �n. / SITE DISCHARGE U � � � J / �`�� I � ��\� � � �W � CE / ° / TO STORM SEWER SYSTEM z = Q � o � \ � o�,E J � �\� \ � v , �, / W �� DO m � `� , 1' \\\��\ \ � � F� � � � w �'-� �� 5 !�� STR � w � o 0 w \ � I � � � � 6� � S � �1 $ J � � ' � s \ N �� O > � , 6 S w � � � ` � � ��\� � \ � �� 1 � w � � � � � \ \\ � I / � NI � S / \ EX SAN MH 60098 � � � I � \ \\ \ I I�\ �� 6'C� F�g \ RIM 66287 .�- 1 1 1 c� \ � N �\ �6 6 �C S � N LJ..1 � \ \ \ \ \\\ �� 1 � �P 9 g �� EX STM MH 60248 � Z � \ � 6� \ \ � \ O w � � S \ RIM 666.63 � 0 3 \ �� \�� \ �� S ��/\ 4'x4.s�' eox E/w s5a.�3 0 � o \ � \ \ \\ \� F /\ \ ` 4" VCP NW 665.13 / �N .� \ \ � \ � �\\ _ � � w `3�/ � S� Ex c � ce 6ozoa 3N0 a � � \ yo � � \� � A F�B S �� RiM ss9.�a / � �\ \ � � / \ W 6� � � � /� 4'xa.s�' eox E/w 663.sa / �N�600 � � c� \ � o IP ` �w �� F�e �� S�� / �N� � � O � � 8 g � �j� EX SAN MH 60097 q_„� . � � � \ � � v�,yO � ��//�S w RIM 674.21 � / �� o M o \ ' \ W � F\8 � S � o �N� Y '° O O EX �ESIDENTIAL � �� a 3 �g 5 EX STM MH 60077 3N0 � � BUIL4INGS � �6�i �� i� R,M 6�g.22 / � � \ 0 W� 6 W � F�g / � a'x4.6�' eox E/w 6�z.3z �No Q U \ � ,�,/�g�, � G � EX G � CB 60076 / / � i / ��6 �'U �g � S RIM 679.90 �, O 6 F�g� G S � 4'X4.67' BOX E/W 673.50 0249 m LL � �j G S� � BOTTOM CB 676.30 NO / 2� � � / � � 7 S � � �N� 0 N 0 � S / yO � / � �� NOTES: N S / S � �No � � �� 1. ALL CONTRACTORS SHALL CONDUCT THEIR �� z z o OPERAl10NS IN A MANNER THAT MINIMIZE � � g g s � �N a E R O S I O N A N D P R E V E N T S S E D I M E N T F R O M L E A V I N G � °' a a S � o � THE PROJECT SITE. � � � � � � �N 2. R E F E R T O E R O S I O N C O N T R O L L E G E N D O N S H E E T N � m > > C0.02 FOR EXPLANATION OF EROSION CONTROL � � LL w� w� SYMBOLS. � � � � 3. SEED ALL DISTURBED NON—PAVED AREAS WITH �� m o � > TYPE 1 SEED MIXTURE (PERMANENT LAWN o a N � MIXTURE) AND COVER SEEDED SLOPES WITH Sheet No: TEMPORARY ROLLED EROSION CONTROL PRODUCT. RECP TYPE 2, UNLESS AREA IS NOTED FOR OTHER SEEDING TYPE. 4. REPLACE TOPSOIL TO A MINIMUM DEPTH OF 6" OVER ALL DISTURBED AREA TO BE LANDSCAPED. � Project No: 18147 �502 IIW, P.C. � � � NORTH HORIZONTAL SCALE IN FEET � O 20 40 ARCHITECTURE CIVIL ENGINEERING � �500 DRAWING MAY HAVE BEEN REDUCED CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING / LAND SURVEYING MUNICIPAL ENGINEERING • � STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ,�/ 3 � INTEGRITY.EXPERTISE.SOLUTIONS � � . . :�� . „ / � � / � �b` / / � / � �� / � , � � �� QC COPYRIGHT 2019 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS // � EX TELEGRAPH PROJECT ONLY. NO PART OF THIS � � � HERALD BUILDING DOCUMENT MAY BE REPRODUCED � � � �� OR DISTRIBUTED IN ANY FORM / \ WITHOUT THE PERMISSION OF IIW, P.C. ALL INFORMATION IN THIS �� DOCUMENT IS CONSIDERED � O PROPERTY OF IIW, P.C. z �506 i/ � / � % � � z z , % � � z �, � J ¢ �' � �. /// ,� � , � � �, ,i � o � � � � � O � � ' Q o � ,;i� WI�TH: 2' c� \ Q w z o °° /�,�% 3 � / '� v � ° wo % � ° � � � � i' � \ � � � � � � i' � �g w > > � o� j / s�u a Z � � o � � � `� o � � N� %/ � o \ J QUw � / � � � `� � o J � � ¢ °N� � TREE o„ 1 � �/ Q = � � o � \ 1 Z o`��" � � F�a �� F� W � W / � � Q O m � \ / / �R�� /� F\� •'fi / w / s $�� S � � w � o WIDII-I: 2.5' " S w � � J 2 ' � W � w S �� w � � 3 � W �i S � ` U > O � - ' / F\g / Q �i U / S / w � W F\g S � 0 O � / / / � ¢ 1 w � o S ��,o g o '� = w j F�e S No � a U � �� y� � W � �F�e � F / S / �N�600 3 � c� �5 / / � W � F�e /� S�� / �N� rn rn � � ' o m p � � � ' � W � F\g�j G 5//w / �c�'`� � � = o ao � EX RESIDENTIAL yo w / F�g / �g�� S � No / �N� � �� o 0 BUILDINGS / � � s/� / 3 � � j W� �y/ �N/ F\B S�� \g w/ F\a / �No TREE Q U �/ >. `o i F � S S a � LANDSCAPING INFORMATION SHRUB OR ORNAMENTAL GRASS � � // � �N � N c / S � �No / 1. ALL LANDSCAPING SHALL BE ACCORDING TO CURRENT CITY OF DUBUQUE O1 LANDSCAPED ISLAND PER CITY � — � s 'yo / REQUIREMENTS. PLANT SPECIES USED FOR LANDSCAPING SHALL BE IN OF DUBUQUE UDC SECTION �� / o ACCORDANCE NA7H STREET 7REE AND PLANT LISTS APPROVED BY 7HE � s , ��o� ciTM. 13-4.6.0 o � S � � �No 2. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AND APPROVED PRIOR � g g � S / �NO TO 7HE ISSUANCE OF A CERIIFlCA7E OF OCCUPANCY. LANDSCAPED BUFFER PER CITY o � a a S / / O2 OF DUBUQUE UDC SEC110N � � � o 0 �No 13-4.6.B � � � � � � � . �, � °° > > Q3 MODIFlED LANDSCAPED BUFFER �, � �° . . � � PER CITY OF DUBUQUE UDC ` SEC110N 13-4.6.A � �o N ; 0 a N � Sheet No: � Project No: 18147 IIW, P.C. **Only allowed with City of Dubuque approval. *�Only allowed with City of Dubuque approval. ♦ ♦ 71„ �2�� For joint details, see PV-101. 2�_6» �,? 5�. �2,. 1 -1 /2" HMA SURFACE COURSE 2 TOP OF FINISHED 4 � R 3" I��8 4" � 2" HMA INTERMEDIATE COURSE � � Slope as � Slope as ARCHITECTURE GROUND ELEVATION 6„ Slope as g�� er lans FORM per plans CIVIL ENGINEERING HMA ST MIX PER IDOT IM 510 FORM per plans FORM 2�� R p _ p _ 4" 2�� R_ - — CONSTRUCTION SERVICES 300K, PG 64 —22 GRADE - - � GRADE - - - - GRADE - ELEV. ELEV. ELEV. 1 6" Standard Curb 6" Slo ed Curb or 4" ENVIRONMENTAL ENGINEERING O � P � LAND SURVEYING � co Sloped Curb as specified. MUNICIPAL ENGINEERING " STRUCTURAL ENGINEERING in R 3 2O 8" if Proposed Pavement is HMA. No TRANSPORTATION ENGINEERING MODIFIED SUBBASE - � „ elevation difference if Proposed IDOT 4123, GRADATION 14 � —� � .. .. 4 SLOPED CURB Pavement is PCC. INTEGRITY.EXPERTISE.SOLUTIONS MODIFIED MACADAM - 6 STANDARD CURB 6 SLOPED CURB - . . :�� . �� 3 'BT' , 'KT', or 'L'joint if Proposed IDOT 4132.02, GRADATION 30 00 Pavement is PCC. 'B'joint if Proposed �`� �`� �`� � � Pavement is HMA. ��— ��—�� —�� Back of Curb 7-�� —��—��—��—��—��—��—��—��— _ z 1 2" to 3" 2 � 2'-6" or as s ecified _��—��—��—��—��—��—��—��—�� — � — Gutterline �J,� � " (max.) � (as specified) COMPACTED ��—��—��—��—��—��—��—��— 2 � � Slope as Slope as Slope as 2 3 SU B G R A D E =1 I 1=��_��_��_��_��_��=��=�� per plans ��i��,�,��-��,ii��lll��iii��ll��i � - - FORM perplans FORM perplans � GRADE - - - GRADE ELEV. ELEV. Level Proposed Varie � CO Pavement 1 TYPICAL HMA PAVEMENT z REJECT GUTTER Line C6.01 NOT TO 3CALE C6.01 NOT TO SCALE DROP CURB AT SIDEWALK DRIVEWAY DROP CURB CURB AND GUTTER UNIT QC COPYRIGHT 2019 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY. NO PART OF THIS BEDDING CLASSES O1 Place remainder of bedding and backfill materials as specified DOCUMENT MAY BE REPRODUCED Tw in the contract documents. SEE NOTE BELOW OR DISTRIBUTED IN ANY FORM �� WITHOUT THE PERMISSION OF IIW, � O � O2 Minimum depth of bury 12 inches or as specified by the � 6 � 6„ P.C.ALL INFORMATION IN THIS � \ �� -� manufacturer. 4—" �—" DOCUMENT IS CONSIDERED � � � 2 2 See Detail A 1 1 � �D �D �D �D\ 42"� 12' ** MODIFICATIONS-CITY OF DUBUQUE PROPERTY OF IIW, P.C. — � -� �� oa 0°o�aoQo 0°o-aoQo 0°0- ° O�a'� ° O�`'� ° Oa�:��0 I� ALLOWABLE BEDDING CLASSES \ / \ O / I Qo a oQ°.a.Qo,oa°.o.Qo �Q° OQo°p " Q � � �� D�Q��b�D�Q��b�D�Qao�oa a�� 12 „ 6 �� R SUPPLEMENTAL STANDARDS 2017 � \ � � � ��aD��QD��QD�� Q► PIPE MATERIAL STORM SEWER SANITARY SEWER �� ,, o Qo 00 , ��oa D�o.aoQo ��a.aoQo ��a.,oQo � � 1 R o �, ,I ,, � �o �oop� ,� Ductilelron r�.�.z, c 18 � ooa�bop�, '�boDpoo Q oa° oQ a oao0°'��Q� o F-3 F-1,F-2,F-3 �l �I °�n"oQ n"oo��° I Class I °�4`�� °�o m 4 10-18-16 Z ov �� _�p�ov oo� � a p o0� HDPE ��,F-3 Not allowed „ ¢ I� OD �I I��op�bo OD o�Q��I Bedding ��QQaDOap �p o��ap�, O a�Oo Q Oo Material a O-o•O ��O° a � Polypropylene �F-3 F-3 O D,I■/�02 ¢ D �.`� �.�� Da ��Q ��°°°' �o°°°'�Q �� , 1 FIGURE 7010,102 STANDARD ROAD PLAN o I �°'0� Q�< p0, a o I' o��oo•�b �b��° PVC �F-3 F-3 r V I ooaQ � oQ��a` �°aoQ � N o� SHEET 1 of 2 . �I . p�oa �S�pao �� 00� ��00 , a O �,�°�° ' o,��° ` -,�°�°a boa�°�Qoabo��bo�4` oQaP d,�QaD d,��o d,oQo . 4�,min. N �/'� O 4��min. o� o•°, o� p. o�a 4��min. aQ� oQ� oQ� O° O° 'O" REVISIONS:Added nole.'Slope as per plans'on Drop Curb views on page 1. `�� _ o _a _ O_ �=Q _ _Q�_ - oQ - 00 - _ oQ _ �,_ - �Q�- _ .�� _ a�� U dated DOT lo o to new version. USE CLASS F-3 BEAM CURB� ° 9 � � � BEDDING = *For short replacement sections, z Q N CLASS F-1 a Cl a s s I B e g M a t eri a CLASS F-2 C L A S S F-3w m DETA OD = Outside diameter of pipe m match existing curb profile IL A �n � � TW = Trench width at top of pipe: � � v7 J � Min.=OD+18 inches OR 1.25xOD+12 inches � w L — C�7 ALLOWABLE BURY DEPTHO (whichever is greater) O PCC CURB DETAILS � � � � 3 w � N J � � � � W PVC PIPE DUCTILE IRON,AVWVA C151,CLASS 52 HDPE PIPE POLYPROPYLENE PIPE � � � N � �.J 5 � � w ASTM D 3034 ASTM ASTM ASTM ASTM Pipe Class F-1 Class F-2 Class F-3 P�pe AASHTO P�pe ASTM � — z m o Pipe F 679 F 949 F 1803 D 2680 Diameter Diameter Diameter �J,J � Diameter in Bedding Bedding Bedding M 294 F 2764 � � C Q o Solid Wall Solid Wall � � (in) (in) C (in) Corrug. Closed Composite — N SDR 23.5 SDR 26 SDR 35 SDR 35 Exterior Profile (Truss Type) a a 0' a 0' a 0' 12 8' 12 24' w (f� � N 8 30' 28' 24' -- 24' --- 32� 6 40' 40' 40' 15 9' 15 25' , Q O w � �0 30� za� za� --- za� --- 32� $ ao� ao� ao� �s s� �s 2r 15 Normal�4 Q Q (� w � 12 30' 28' 24' -- 24' --- 32� 10 40' 40' 40' 24 9' 24 20' � �/ N � J LL '^ Q 15 30' 28' 24' --- 24' --- 32' �/J �i 12 37' 40' 40' 30 9' 30 22' __ ___ �a 31� ao� ao� ss s� 36 2�� U U U Curb and Gutter = Q> o 2� -- -- -- za� za� za� --- �oint spacing for proposed pavement. = 0 � i 18 --- 24� 24' 16 zs� s�� ao� a2 s� az zz� 04 If proposed pavement is PCC, match _ > � z ,a 2s� sa� ao� as s� a8 zs� Place 'E'joints in curb and gutter � O � z 24 --- --- --- 24' 24' 24' --- � Q J section where expansion joints are to � �' z� --- --- --- 2a� --- 24� ___ zo z3� 3z� ao� 5a 8' 54 z,� be placed in proposed pavement. � m W � 3� --- --- --- 24' 24' 24' --- 24 20' 29' 38' 60 8' 60 21' � � r � C33 --- --- --- 24' --- 30 18' 23' 31' � --- --- J � N � 36 --- --- -- 24' 24' 24' -- 36 18' 22' 30� REVISION � � � � � 5 oW 42 --- --- --- 24� --- 2a� - �}SUDAS �IOWADOT Proposed Pavement w � __ 42 17' 21' 29' 3 04-16-19 Q � J p 48 --- --- --- 24' --- 24' --- 48 16' 19' 27' 5�-103 V Q 0 54 ___ ___ ___ ___ ___ 24, ___ 54 16� �s� 2r FIGURE 3010,103 STANDARDROADPLAN v N W SHEET 1 of 1 � (' 6O --- --- --- --- --- 24' --- REVISIONS:Removed ASTM F 2736 from Polypropylene Pipe[able.Changed Class 1[o � Z � qass I in the CLASS F-2 and CLASS F3 details. 0 � _ -�nn,�-iL�.[.c, ' o...A.. d��u/-. U � ITI SUDAS DIRECTOR DESIGN METHODS ENGINEER � 1OSUITABLE BACKFILL COMPACTED TO 95% �°' ^ � STANDARD PROCTOR DENSITY. FLEXIBLE GRAVITY PIPE v v v Curb and Gutter a � � TRENCH BEDDING � r� 15' NormalO4 �1 . � JOINTING DIAGRAM FOR CURB AND GUTTER UNIT � � � � o ci � 15 PVC PIPE BEDDING � � � � Y ° o 0 U C6.01 Nar To scar� a � „ � � No Curb , �„ 1 ped � ,_p�� T r ans�tion 6 d a r d Transiti°n Q U 5 Stan m �o Curb � � � � c� � L � � T 0 � O � � � CURB RUNOUT CURB TRANSITION �� m FOR ALL CURBS FROM 6" STANDARD TO 6" SLOPED REVISION O � o � SUDAS �IOWADOT 4 10-18-16 � z z o „ Q Q 0 6„ 5n��tion Sloped 5,_0" 4 ed PV'��2 0 � a a 6" s�t►on Slop FIGURE 1010.102 STANDARD ROAD PLAN � � N S lo p e d T r a ar d T r a n S H E E T 2 o f 2 � � � o 0 Stan d REVISIONS Added note,'Slope as per plans'on Drop Curb views on page 1 w w Updated DOT logo to new version. � V � (n (n � � m _T -�Lv�Q�. LlJ a.�� YJ�J��i/' � �t f/) � L > > '1' SUDAS DIRECTOft DESIGN METHODS N INEER ffl � � � . � � � � U � p CURB TRANSITION CURB TRANSITION PCC CURB DETAILS � �o � > � FROM 6" SLOPED TO 4" SLOPED FROM 6" STANDARD TO 4" SLOPED p a � � N Sheet No: �s PCC CURB AND GUTTER � C6.oi Nar �o sca� Project No: 18147 IIW, P.C. � � RCP AND VCP CIRCULAR PIPE BEDDINGO � Precast(shown)or cast-in-place base: Refer to sheet 2 for bury depth restrictions. � � � � • Precast: 6 inch thick concrete with#�welded ARCHITECTURE �, Tw ,," �, Tw ,, wire mesh on 4 inch centers(WWF 4"x 4"). CIVIL ENGINEERING O Use Bedding Class R-1 or R-2 unless specified otherwise. CEllte�fl'1@Sh V2ftIC211y WIIhIII b8S2_ � 20 � \ OO � ,, ,, �� -, TRENCH DRAIN CONSTRUCTION SERVICES O Place remainder of bedding and backfill materials as specified in the contract Location Station • Cast-in-place: 8 inch thick non-reinforced concrete. � � � % documents. SW-604 T e r 5 Castin W NEENAH R-4990—DX WITH ENVIRONMENTAL ENGINEERING , �, ,` �, YP 3�P 9 O2 12 inch minimum riser height above all pipes. � • LAN D SU RVEYI NG , 6» TYPE P GRATE MUNICIPAL ENGINEERING I' II I' ,I N STRUCTURAL ENGINEERING OD Class I Bedding i ,�, OD P b o �) �' Material o=po .�o�l OD/2 � o �a � OD/6 �� ,^a �. e� �� p�,e Q°o°o Q°o �� o...� o TRANSPORTATION ENGINEERING ��- _.��° _ ��Q�°�o��' .'��°_°�Q°°�� _�� _e�� Inle#Elevation INTEGRITY.EXPERTISE.SOLUTIONS d CLASS R-1 CLASS R-2 d (4) #4 REBARS CONT. - • • �� • --• 1.25 x OD Key � • » (OD+8"min.) fZlSef 1 2 ` �" OD = Outside diameter of pipe INTAKE SIZE-CASE 1 �, 1.25 x OD ,� �' O '� OS = Outside span of pipe iameter, �O�� o�+s��m�n� � \ 2 �� Outlet Pipe Minimum Riser � TW = Trench width at top of pipe: D18f1'12tBf, Diameter, o O i ��I Min.=OD+18 inches De th D1 D2 D14 or 4"min. ,� p � , �* Max.= 1.25xOD+12 inches OR ,�2„ ,�8„ I I� T 54 inches(whichever is greater) Class 3 RCP Risers ��„ 24„ i� Plain or Reinforced �i d = Depth of bedding material below pipe: � OD Concrete as Specified �� pp � OD/8 or OS/8,OR 4 inches 12��m in. �g" 24" ��I I� fl "_°I,� �� :d. �o ODi2 (whichever is greater) 2,�� so�� cJ Concrete 24" 30" ooia i� - — - — -ii ciass i Beda��9 ��,�._� — _ _��o,'I Fillet 2�� 36�� C6•�`�• NOT TO SCALE Material o9po o a � CLASSR-3 CLASSR-4 � USE CLASS R-2 BEDDING d Concrete Cradle Concrete Top d D1 1 REINFORCED CONCRETE ARCH AND ELLIPTICAL PIPE BEDDING � / � � � � TW 6"mi� � / Square Edge 2 / QC COPYRIGHT 2019 , ,, Q _, ,, � ALL RIGHTS RESERVED. c� " � �' 1° a :0�°° :0�°�°( " 0 "' in. — — — — — — Base O THESE DOCUMENTS HAVE BEEN C ,� p p op Q o a� Q o �, 12" i OQo�o°�e.o o�o°QaS�'i ,l .• o .• .- (- 6"m - - - — m �Z„ QQap op QQap op QQa, gao�a �ooab Qo�-o.o°�a�-;°.a°� O- REVISION PREPARED SPECIFICALLY FOR THIS i�� o Q-a �i oo�° p ol� 12" i� �aod°'°�� oa°'°�� oo�i � � 3 oa-,s-,s � PROJECT ONLY. NO PART OF THIS W .�a°o�-a�,o.�a°a0-a�.a.��°oo '� o Oo 0 0 �o°�o �o° SUDAS IOWADOT � � a O eQo a aQa Q op.o 0 0 ��7 Q��°o �y REVISION � �I��o°�- b�➢o I� �� .Q ��a,o�� I oa� a oa�aa I� �+ � a�� 4�� 3 04-17-18 DOCUMENT MAY BE REPRODUCED o �Q� -�Q c�ass� o� o�, �7W'��2 c �SUDAS �IOWADOT � �, o�� °�� ,� o� O5 a O � Beddmg �� FIGURE 3010�102 STANDARDROADPLAN � C��f �� OR DISTRIBUTED IN ANY FORM �N �� Class I �I o�° � Material 'o OS �a° SHEET 1 of2 m . oQ o aoo Classl vrr WITHOUT THE PERMISSION OF IIW �I.eQ °s o O�� Bedding ��Q o. o�Qo�� ;I o°� �°�e�� aeaa��s RE��S�oNs:�ha�9ed��ass,,o��ass��ASS R-5�e„��E��P��a�de�a�� FIGURE 6010,512 STANDARD ROAD PLAN , (n b o0 o�Q Material o . ,o.Q oQ o Q Q oQ Material O SHEET 1 of 2 = o ^ 0 oo ° °' ��.00a ao.aoo ° ��,�• �,��, � TYPICAL SECTION RE��s�oNs �ha�qed��ve��a��ou�ro��o��e�eF��e�� P.C.ALL INFORMATION IN THIS � — —V— — a�o — ��'I a-DaDO — 9-00—ve�I� — — —� — — a- -'I SUUASUIFttCIOH � UtSIGNMtIHOLJSFNGINEEH m � ►v �� , � �n_�� DOCUMENT IS CONSIDERED � � PROPERTY OF IIW, P.C. � d CLASS R-5 d CLASS R-5 d CLASS R-5 = suoas oiRecror� oFsiGry nnFrHoos FrvcwFrH — p Arch Vertical Elliptical Horizontal Elliptical RIGID GRAVITY PIPE m CASE 1 � TRENCH BEDDING � Q �' o CIRCULAR AREA INTAKE � N � z � � z 1 RCP STORM SEWER BEDDING ¢ � Q cs.oz NOT TO SCALE 2 AREA INTAKE � cs.oz SUDAS SW—512 NOT TO SCALE � � z Qo w � N C �/1 d� C VJ As specified 2'-0" 3'-0" W Z � °O � > 0 - � o � wo 1'-0" ba�kfill Backfill Ba�kfill 10 Lap ends of wire mesh a minimum of SEALED O Target cross slope of 1.5% with a J � Q � � material material material 6 inches. E J01 N T maximum cross slope of 2.0%. � U � � . � .� �' .�' �a' .�' .• � s. �� .s. �� e. � e. � . � � � 0 0 o a�•�;��°a�• o•�•�,a °o��• a a.,.• a �o,.,• a 0 a o,.,• •O a o,.,•• a 0 a a•,•• � �o,., 02 Concrete collar is required when m O O �P b �A� �P b � � �� annular space between the outside O W � � co � � � o0 �o�oo� � b o o � of the pipe and the wall of the � � � E ng i n e e r i ng f a b r i c o 0 0 0 �o � = o 0 0 o E ng i n e e r i ng f a b r i c structure is 2 inches or reater. " N (when s pecified) �o o o o -E Subbase material °o o°°o � x� o o°o o o when specified) Wall of Precast Manhole g Sidewalk 4 MIN w � � .. ,�, 0 0 o Doo�o = o o S u b b a s e m a t e r i a l 3 P r o v i d e t w o#4 h o o b a r s i n c o n c r e t e � � � W � or Intake Structure x � , o 0 orous bac k fi l l p o�o� � En gineerin g fa bric O�O�o N c V oo�oo „ 6„ c o l l a r. L a p b a r s a m i n i m u m o f 6 i n c h e s. Q U w � Porous backfil o 00 0o N o 0 0 o pipe� � (when specified) min.� p � O4 Trowel concrete flush with inside Roadway pavement � � � J O1 6" i o P o r o u s b a c k f i l o » 4 min. • • wall of structure. w W Q (� � P P o0 0 0 0 °� °� 2 min. � > �� » . » „ » 12" min. � 0� 12" �g" � > � � � _ � � o z � � I �2 min. 2 min 1Q 6 pip �2 min. 2 min. AS AN ALTERN ATE T00 O z � Q J � CASE A CASE B CASE C TH E CON CRETE COLLAR, � O op W --------- . FI LL OPEN I N G BETWEEN (� � o 0 T Y P E 1 T Y P E 1 T Y P E 1 S T R U C T U R E W A L L A N D J oo N 3 OUTSID OF PIPE WITH w W As specified 2�-�y N 0 N— S H R I N K G R 0 U T. o � � +� 5 Note: Type 1 installation is for longitudinal subdrain only. CONCRETE COLLAR FOR PIPES 12"AND SMALLER 12 PUBLIC SIDEWALK � U Type 2 installation is for combination subdrain/footing 1'-0" backfill C6,02 �' z Backfill drain collectors. NOT TO SCALE � material material � � 1O Place perforations down for all installations. � � O O � a ��a ��a �o• Wall of Precast Manhole 0 � a. � s. � . � a �,• o a �,y�_a a �,y;_ a �,• .� O O O � � .�o� �o� En ineerin fabric °p °� °� D "� or Intake Structure � � g 9 0°0�°o°� Subbase material O2 When concrete pipe is specified, wrap pipe joints � (when specified) o0 00 00 00 0 o with engineering fabric. Do not apply joint sealant. 0 0 000o Depth En ineerin fabric °�o°�o°� Com I with Fi ure 4020.211. 9"min. �-�— � °� °� °� (varies) 9 9 0 00 oa Depth P Y 9 . . . . . . � � Porous backfil o°o°ao (when specified) o000000� (varies) 4"min. . . c � �� °�°�° � rn rn � ° Porous backfil �°� �° r� Pipe diameter � o 0 0 4 � � � o � � � � as specified o oo°o ° 4" min. o ° � � ' ' ' ' � 1QQ2 � Pipe diameter o °o ° ° 4" min. REVISION � °O � � o �6„ 6„� as specified I I N QQ �16 6 � ^ �1 � o 0 W n n 1 MODIFlED RUN OUT NORMAL CURB � i � F I G U R E 4 0 4 0�L�I ----_--_-- REVISION I N T H R E E F E E T � cn = CASE D CASE E SHEET 1 OF 1 � �SUDAS �IOWADOT 2 04-17-18 � o � TYPE 2 TYPE 2 s S W-2 1 1 a v � FIGURE 4020,211 STANDARD ROAD PLAN >, o SUBDRAINS SHEET 1 of 1 m � 0 REVISIONS:Removed'Invert'callout on Pipe lo Structure View.Retitled and replaced old � lowa DOT and SUDAS logos with new logos. � � � � CONCRETE COLLAR FOR PIPES GREATER THAN 12" ��,� ' �.d. Sd3� ,�� /�/� SUDAS DIRECTOR DESIGN METHODS ENGINEER L '`�^• � QV' 0 3� � STORM SEWER PIPE CONNECTIONS �V SUBDRAIN PIPE TO STRUCTURE CONNECTION 3� WIDE PCC FLUME, T = 4�� 0 � ZZo cs.oz SUDAS 4040.231 NOT TO SCALE NO CURB � � a a J J O � � � � � � � � a� U � w w 11 PIPE TO STRUCTURE CONNECTIDN � � � °° `� `� > > cs.oz � � o w w NOT TO SCALE � � . . . . � � � U � � O � N 13 CURB FLUME o � �, � C6.02 xoT To sc� Sheet No: � Project No: 18147 IIW, P.C. O Refer to SW-514 for boxout details. Form Grade ♦ ♦ Casting Oj Install four #4 diagonal bars at all pipe openings. Form Grade Neenah R-1878—A1G 1 Install four 4 dia onal bars at all i e o enin s 12�� Slope Xz" per foot O � # 9 P�P P 9 • � �_ 3 12 inch minimum wall height above all pipes. ARCHITECTURE Q Neenah R-3246-AL 4�� ' ' CIVIL ENGINEERING �-►-� 4 � 4 Wall Q3 Cast-in-place only CONSTRUCTION SERVICES #4 bars ENVIRONMENTAL ENGINEERING 4w1 Adjustment 04 12 inch minimum wall height above all pipes. Rings Location Station LAND SURVEYING Optional Neenah R-1878-A1 G MUNICIPAL ENGINEERING O �, .O Construction „ Q STRUCTURAL ENGINEERING Diagonal Bar 12 min. Joint (typ.) 12 min. � �t� � TRANSPORTATION ENGINEERING 4`"2 INTEGRITY.EXPERTISE.SOLUTIONS Depth � -- ---- ------ - . . :�i . �� Wall #4 Bars at 15'� � Height Location Station o.c. Each Way � r0 � � 0 �� Invert (Back of Curb) � Invert � I D 0 � 0 �� I 1 Diagonal Bar� I ��O 0 0 0� � 3,_�,� \ /�� i � �� t�''� 000000� � , » \�_� j ��\ � � ��00000 4 -4 Lowest � Lon�g Wal I ��-- � � ID 0 0 0 0 0� � Flowline �� „ � 6 min. 4 � � 3—� 4,� 6�� min Base � 0 0 0 0 0 0� I 4�-4" � . I � 8" min. � � �� — ----- -------�L� 8" min. O3 j � � U � QC COPYRIGHT 2019 Base � � � 4b2 4b1 ALL RIGHTS RESERVED. #4 Bars at 12�� THESE DOCUMENTS HAVE BEEN Short Wall 8�� 8" 3'-0'� $" o.c. Each Way PREPARED SPECIFICALLY FOR THIS $„ 2,-6„ 8„ PROJECT ONLY. NO PART OF THIS 4'-4" 3�-0'� DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM 3'-10" � 4'-4�� WITHOUT THE PERMISSION OF IIW, Short Wall �SUI�S Qo�rr nsppo�tion P.C. ALL INFORMATION IN THIS _ 2�_6,� SECTION A-A PLAN ` DOCUMENT IS CONSIDERED �� 7ofrranspaortateon PROPERTY OF IIW, P.C. � REINFORCING BAR LIST PLAN �� °�� Mark Size Location Sha e Length Spacing ¢ » >� SW-501 MODIFIED � 4w1 4 Walls Wall Height minus 4 12 0 4W2 4 Long Walls 4�-0�� ,z�� SW-511 MODIFIED z 4w3 4 Short Walls 3�-0'� 12" � � 4b1 4 Base 4'-6" 10'� SINGLE GRATE INTAKE z SW—511 MODIFIED INTAKE ¢ 4b2 4 Base 4'-0" 10" C6.03 NpT Tp g�i�E RECTANGULAR AREA INTAKE N (f� o � a, Z Q o W > `" > � 1 SW-501 MODIFIED INTAKE � w z ° � C6.03 xo�r To sca� v, Q � W o J � � W — � V C� > Q � � z m o � � w � � w � � oo � � N 0 opw � U � J w °O CONTRACTION JOINT IF Q 0 � N DRIVEWAY WIDTH IS 16'-0" � � � J OR MORE. W �J,J Q (f� � _ � o EXPANSION JOINTS ��QTy � = Q LL Z Fs Cl� Q J � WITH SEALANT � fiq�/ � O m N EXISTING OR PROPOSED w SIDEWALK Ur � o w O o CONTRACTION J DO cn JOINTS 'OR w w opFRTy ° ~ s <��yF � c� . . �,�`�� @ p,'� �P�\�� , � Z ,2 1�a��:� �j�� RUNOUT CURB IN 5 0 � � a CGReTqA� U Q O��R � ^ O � � OR�� q NOTES: ' � ��,qy . � 1. A PERMIT IS REQUIRED FROM THE Gji OFFICE OF THE CITY ENGINEER � � ��Tjs, • PRIOR TO CONSTRUCTION. � � N "2. � 2. ON EXISTING PCC PAVEMENTS WITH � � � • INTEGRAL CURB,THE PAVEMENT � 0 � Q ' . SHALL BE REMOVED TO LONG.JT. O 00 I` WITH FULL REMOVAL AND Y V O O REPLACEMENT OR MILLING OF CURB � � c�Rg�pFR CITY NGIN�EERL OF THE OFFICE OF � � �'Op 3. IF LESS THAN 3'-0"LOWER WALK � 0 THROUGH DRIVE AS PER CITY Q V ENGINEERS DIRECTION. L 4, SEE PLAN m i° �MINIMUM � � (VARIES) SIDEWALK @ 4'/ft. MAX � � � LONGITUDINAL g�� SEE NOTE 3 p � O JOINT SEE NOTE 2 MINIMUM 6"ABOVE — • GUTTER ELEVATION � Q L � U DRIVEWAY O � CONCRETE �- STREET � Q Q � �[! �k p�r � ' J J �� 3'/2'MIN. 0 Q .� � � RESIDENTAL: 2��+ SECTION A-A CITY OF DUBU UE ~ � �W �W #4 12"LONG Q N U � U�30��CENTERS ENGINEERING DIVISION � m � � CITY HALL, 50 WEST'13t1i STREET (n L COMMERCIAL: o�B�Q�E,�A 5200I-4864 � � L > > #5 18��LONG PHONE (563)589-4270 FAX � C � � � (563)589-4205 C 0 Drawn By: H.McCarron Approvetl By: MF Date: 06103/2002 � p�30��CENTERS rHearvoF RESIDENTIAL/COMMERCIAL � U � DUB E DRIVEWAY TYPE'B2' � F:\STANDARDS\DETAILS\DRIVEWAYS\RD-B2.DWG [��rvr�i�f.�� L� [�,��,,�f � � � �7�""�'7 LtZe .7r""""" nPPe�a��xN�mee��. C1-3 sneecN�mbe�: 1 or 1 � a � � � 0 � � Sheet No: s PCC DRIVEWAY � C6.03 xar To sca� Project No: 18147 IIW, P.C. N m � � � a,� � m F� � � z � �ZN \ N Z d� a � ``'� � � � a � _� N � ��o \ � � 3�4�� CH AM FER, a a+ � CIVL ENIGINEERING TYP o CONSTRUCTION SERVICES � J � � � r� ENVIRONMENTAL ENGINEERING � o � PROVIDE RUBBED m � � LAND SURVEYING CONC FINISH ON � 3 � MUNICIPAL ENGINEERING � ALL EXPOSED CONC � o STRUCTURAL ENGINEERING �._, ? w TRANSPORTATION ENGINEERING � ' � � z INTEGRITY.EXPERTISE.SOLUTIONS � � . . :�� . �� i — � � ! � (� � o � � � � � 12" DIA BOLT CIRCLE, BOX PATTERN � �O pwp N U � �I � FOR 3/4" DIA X 18" LONG ANCHOR � C� N BOLTS � ACCESS DOOR � FINISHED GRADE � m �j0 � � VERTICAL BARS 8c � � TIES REINFORCING � 30# FELT BOND � W M o z HOOPS) CONTINUE (4) N N � BREAKER VERTS TO PIER ABOVE \ � � � ANCHOR BOLTS CONC FOUNDATION � � OLCRIGHTS RESERVED. � �1 THESE DOCUMENTS HAVE BEEN B Y LI GH T POLE � � � PREPARED SPECIFICALLY FOR THIS M FR � ��• � . . o � PROJECT ONLY. NO PART OF THIS �° �a � ' `� DOCUMENT MAY BE REPRODUCED �a a � p �� ' . � OR DISTRIBUTED IN ANY FORM I d �a . ' �d .' ' ' WITHOUT THE PERMISSION OF IIW, � ° �'a a � a � . . � "d � OO SOCKET TYPE p.C.ALL INFORMATION IN THIS GROUND ROD � � .. � � . :a:a. a 356 ALLOYICAST ALUMINUM FIXTURE DO ROPERTYOONS;DECED � GROUND ROD . . � . . ROOF WITH �6E WATT 4ARC45T3 LED SOURCE, WATTAGE • � . . � � a � � 100 a IES TYPE III DISTRIBUTION � INSTALLATION � � . �� ° ° a° . . � c LIGHT SOURCE o PER MFR�S �8� #6 . � °. � � : � � a : � CAST ALUMIUNUM DECORATIVE RING LED ¢ RECOMMENDATIONS VERTICAL BARS ° . • . �a .� �a .a � �• . (CDR) AND FINIAL PAINTED GOLD VOLTAGE � . a �c 120-277V Q a a.� �� D650 TEXTURED ACRYLIC ACORN FUSE N #4 TI E S � � � a FH D � � (REINFORCING _ � � �i 356 ALLOY, CAST ALUMINUM DRIVER � � HOOPS) � � 2�� U � � v,, COMPARTMENT WITH EASY ACCESS FINISH w Q N OC SECTION J� TOOL LESS DRIVER ASSEMBLY BKT/GOLD w z � ° 24"� v, O ° w o SECTION J � v � W Q � � z m o SITE LIGHT POLE FOUNDATION � � � o � 2 N N C6.04 No'r TO scar� 0 � W � 20 AMP GFI DUPLEX RECEPTACLE � � v w � � WITH WEATHER PROOF IN USE COVER I ' I � � � J � W w Q (n � I _ � _ � � Z � \ � � O � I � (n Q J Z o � � � � mW N (� � � w o 0 J � N w 5 w � � O ~ J �- 5 � U L U cn � � cp � z I p Q � � o 6" TO 4 1/2" DIA. EXTRUDED, TAPERED ° � AND FLUTED ALUMINUM POLE SHAFT a .188 WALL THICKNESS, 6061—T6 STRUCTURAL GRADE ALUMINUM � � � POLE WELDED FOR SINGLE UNIT CONSTRUCTION � � � � � o c� p � ACCESS DOOR SECURED WITH STAINLESS Y ° o 0 c� S T E E L A L L E N H E A D S C R E W S a � N � L � � ,� 18" DIA. BASE, 1.00 FLOOR THICKNESS � FOUR ANCHOR BOLTS AND ONE GROUND LUG Q v . L M� 0 W � � � � � 1 SITE LIGHT POLE � `� ° Q C6.04 NOT TO 3CALE � � SITE LIGHTING INFORMATION ° Q Q o � J J 1. ALL SITE LIGHTING SHALL BE ACCORDING TO CURRENT CITY � � � o 0 O F D U B U Q U E S T A N D A R D S A N D S P E C I F I C A T I O N S A N D A L L � � � � � APPLICABLE RESTRICTIONS AND COVENANTS. �, L m > > 2. ALL EXTERIOR LIGHTING SHALL USE CUTOFF LUMINARIES �, � ,° . � � DESIGNED TO SHIELD LIGHT FROM THE LUMINARIES ABOVE 72 � � � DEGREES FROM VERTICAL, AND NO LIGHT SOURCE SHALL � �o � � PROVIDE ILLUMINATION ONTO ADJACENT LOTS, BUILDINGS, OR � a `� � STREETS EXCEEDING ONE FOOT CANDLE. Sheet No: 3. FIXTURES MOUNTED ON A BUILDING SHALL BE POSITIONED NO HIGHER THAN THE ROOFLINE OF THE BUILDING. WOODEN UTILITY—TYPE POLES ARE ACCEPTABLE ONLY FOR TEMPORARY USE DURING CONSTRUCTION. � 4. ALL ELECTRICAL SERVICE LINES TO POSTS AND FIXTURES SHALL BE UNDERGROUND OR CONCEALED INSIDE THE POSTS. Project No: 18147 � � yl � IIW, P.C. - _ - _ _ I � N�� ♦ ♦ � � � � h � - - � � - - -� �506 I I CO � HORIZONTAL SCALE IN FEET - � � �N� O 10 2p ARCHITECTURE - I o � � i CIVIL ENGINEERWG � i �NE � �� CONSTRUCTION SERVICES - - j ENVIRONMENTAL ENGINEERING � � CO �NE / ' DRAWING MAY HAVE BEEN REDUCED LAND SURVEYWG I � I � v\ MUNICIPALENGINEERWG I � I �� T�C GG7.7�� STRUCTURALENGINEERWG I � � � / / / �� TRANSPORTATION ENGINEERWG � � �� N � j � \ INTEGRITY.EXPERTISE.SOLUTIONS � S�R�� I � / °"� � , \ \ \ - . . :,, . „ � ,.. � �19�� i °"� E � s� � f \ \ T, I � / N j � ,,. � � i Q 4 ` / ', � \ I � � NE � E � � � �/ / � , ` � � //� E ,,_ � � \T/C 666.0 I I �� N E _. 1 T/C 672.94 � , / / I PCC WALK o� E ,r- ,. � � \ ��h o� / E = '" � ' \ � , � � I / 1 E E 1 .. � � � r � T/C 665.23 T C I oN E , � I � I / � � � + � I QC COPYRIGHT 2019 I � I �N � �\ � / CJ� 9 \ ALL RIGHTS RESERVED. � CO � � � / � � 1YP) \ 4 THESE DOCUMENTS HAVE BEEN o� I �NE + � �7,� / / � I \ \ \ � c� C PREPAREDSPECIFICALLYFORTHIS � I CO � � T/C 678.58 � � �� PROJECT ONLY. NO PART OF THIS / � � � I �HE � � / =' � , � I �/ \ �� DOCUMENT MAY BE REPRODUCED � � � � I / " � � � � I I \ OR DISTRIBUTED IN ANY FORM � co � I \ �HE � � � � WIP.C. ALL INFORMATIONOIN OTHIS - � ` � � i� / PAINTED PVMT � / oHE� � oHE � oHE �� oHE \ E / - /�� ' �- �j �\ � \ / / � �\ � MARKINGS o I � DOCUMENT IS CONSIDERED > \ / ,' / / , / \ / � _ O � PROPERTY OF IIW, P.C. � � \ / T/C 681.87� ". I � �- � f l T%C 683.52� � �i % -� \ � � - o - - - � �� _ - _ 1 � �ii, i��i 6" STANDARD CURB_ Z - - ' - , "� / I / //��/ - � � W/REJECT GUTTER - C - - � ' T C 686.34� � r �� „ o � � I / � �� 4 SLOPED u) I I � / 30„ � / I �I / - - - - \ �� CURB 670.53 z o I 6g� � � � '� � � � G 670.53 � w Q � ,- � � � I � � � � � � \ cuRB T/c�s�o.ss w z o � II - � � FLUME � I 24 � \ g5 s, � T/C 6 8 5.8 5 � � I I I � I I I � PAINTED PVMT � \ T/C 671.11 3' \ � z � � � � MARKINGS � T/C 673.70 ' � T/C 670.94 J � z � � 6 T/C 685.66 / I I� � I I I � + � G 670.45 m � I I T C 684.94 T/C 685.48 // I �� I I � I � � / � G 670.45 � � � p o � I� N I I / ' � I � I I I I I T/C 676.83 \ � � ��° C NC FLUM v p 0 w � � � � � � � �� dS T�P 668.7 Z � � � � �� I� I � � ; � I / � � � � � � _ � 3 \ / j � , T/c s��.os_ � Q = o � z I I � T/c' s s 4.i 2 / � / I I I � I I ( `� -� ' S1 - � � c �o.s4 r/c s��.�s � Q o m � EX RESIDENTIAL � � I I I I I I I �� G 670.84 � w � I I T/C 676.85 w � � � BUILDINGS � � I I I I I I I I � w °O > � 6" STANDARD CURB � I I T/C 673J2 T/C 671.4 �/ � � � � W/REJECT GUTTER � I I I I I I I � ��„ T/C 671.23 �Q J G 670.92 > a� C° I I �r � � � ' I ' I I I I I I I � LUME`� o c s�o.s2 0 ¢ o \ \ � � I � III I I � � o ' � �� \� I ' I � I � I � I � � � � a � � 4 SLOPED � � � \ � \ IIIIIII o \ I � CURB �� . � � T/C 684.11 � � \ I I � I I I \ � v � � T/C 684.12 \ N ►� � � �' �' I \ I � IIIII �� {= rn �.r `° � . omp \ � � � � � `�� \ � � I I I 6" STANDARD CURB � \ 6�� STANDARD CURB Y �° o 0 � T/C 6 8 4.1 2 � � I � �I W/REJECT GUTTER a � ' I � W/REJECT GUTTER 'an. � � y � � � � � o � III \ , // � � � � Q � I � � � I I I � -- �� T/c s�i.2� � m �° � � T/C 684.12 � � � � �� / 1 T/C 671_47 T/C 670.97 � ` � _ \\ � T/C 684.17 � "T- �� -- - � � � - � T/c ss2.ss -� \ / �I I ✓� � , � Tjc ss�.ss o N o - T/C 680.69 I / � � I � � � T/C 671.52 � . T C 670.14 ( �� N D o � I - - T/C 678.06 � �� I r I � i' �� T/C 668.37 ° z z o � / � _ � _ T/C 675.29 T C 6 7 3.6 7 24� `�° � . g g � - � � i � � r o � � � � � � o � - _ _ T/C671.61 TC670.51 �, � � � � � \ \ � o \ � \ \ \ � °� I � D ❑D - _ _ - � R NOUT� / T/C 668.87 �' N � m `� `� � > > \ \ � � D � � _ � _ `C RB 9 RUNOI �, � ° . � � \w \ � � J , � . . . ' � . _� � �� N U > �� Fia � �� -� w ��, w �- w � � \ \ \ � ° D � . ........,. .... . . 2� "'• i o a N � � : �• . ...._ _. •- . . � '�... . � �, Fie � � � a�' w �_ w _�,� W B�I�I STREE1� PCC WALK \ �, � .D . D �... . Sheet No: � � _ G\ G � G \ G Fie G \Fia � F� Fie � Fi � Fi 9� W 6� W �s� w \�'� w\ � �� \ \ \ uT�uT�' � � \ � -� c _\ � � � g Fie\ Fie \ Fie � �'\ �s w "-��' w ��_ w � \ vAu�T\ �" � � \ � � c _� � � � �Fig Fie / '. � �1 � -�� w � �„ , ,. � ��p � , ��. w , � � Project No: 18147 IIW, P.C. / ' �O� � � h I HORIZONTAL SCALE IN FEET O 10 20 ARCHITECTURE I � EX UTILITY CIVILENGINEERWG � i / V/�U LT CONSTRUCTION SERVICES 6' �v � DRAWING MAY HAVE BEEN REDUCED I r' T/C 659.38r � ENVIRONMENTALENGINEERWG � �.3O T C 658.78 LAND SURVEYWG / , , MUNICIPAL ENGINEERWG � \ �p 16 � �� STRUCTURAL ENGINEERWG N I �T/C 659.47_,.•••" � ' TRANSPORTATION ENGINEERWG � G 662.26 661.31 / 3 „`.• "'� , T/C 658.61 \ � � \ � CURB OPED � 66�� INTEGRITY.EXPERTISE.SOLUTIONS ��,�� / � T/C 661.48 , R1.25 � \ \ � - . . :�� . „ s I l � - � � .,,T/C 662.43 � T/C 659.33 6 �,� \ � � � � I co E � � � � � � . J � � o I / �� T/C 658.72 0 � T/P 661.39 I � � / o � - � MATCH EX � - �, I � CO oH - - - I � I � � � , � CO oN� � � � � ,o, T/C 662.83 / CURBED IS�{AND T/C 658.88 � o EX B�DG oNE � � / j��` ( � � 6" STANDARD CURB � I oN� / � W/REJECT Q�JTTER � ` I / �� \ F)� STANDARDI / / / / � y � QC COPYRIGHT 2019 � v ALL RIGHTS RESERVED. E T C 667.71 `� �. CURB - T C 662.08� 3 3 � � \� / ��o � �X 3 I / / � /� G F)70.53� PREPAR DOS ECIFICALLYFORTHIS � � � � I \ E I T/C 670.89 � / •�� PROJECT ONLY. NO PART OF THIS I � DOCUMENT MAY BE REPRODUCED � � R FYIV SF Q'� Z4� OR DISTRIBUTED IN ANY FORM - � \ � T/C 660.69 \ f � T/C 661.94 3� � T/P 661.82 � � i WITHOUT THE PERMISSION OF IIW, � � T�P F)F)Z.� P.C. ALL INFORMATION IN THIS • / �/ \ \ \ �� 'o' T�C G7O.94 \ / DO ROPERTY OFOI W, P CED z � � �>�j � � � T/C 660.75 G 670.45 T/P 661.82, �T/C 666.00 // 1 36� v� J � r � � / / C NC FLUM � � ��5 � T/P 660.86 ,� I Q � -- - 18' ¢ , � T/C 665.23 -- - � T/P 660.57 N T/C 662.69 T/P 660.57 � � � � 1 , . � T/C 671.18 �T/P 662.75 w Q � 4" SLOPED 66� � I w z O °° CURB � \ T v f o � \ /� 662.75 66 T P 663.08J � I z 0 O w Q w \ o \ / � \� Z � \ � / 1.2X � T/P 663.26 Q � U � � � T/P 6 6 1.3 9 �. T/C 6 7 1.2 3 � I �-- I � w � ? � � G 670.92 � � � . � � � p � I � - N I C � �� . � ( � (n � � N � � p EX BLDG � \ - �� I v 0 0 W � o� o� \ I j z Q w � q� 0 � N � �"�' � o� � I r � � > w Q � 3 I I o \ � i T/P 663.93 1.7 � _ � � � � � � � o �� T/P 663.93 � T/P 6i3.20J T/P 663.51 � Q 0 � � \ �\ � I \ o � I � Omw , K I 6" STANDARD CURB � � �'6� f� w � � o 2 4 I W R E J E C T G U T T E R � �� J `� � i � w w T/P ss,.s2 � � , �'.� � I j,�*`�I o � � ).94 � T/P 66�5 T/C 671.21 � , \ � o �,� � �N N � � � � T/P 661.82� _ \ C 671.47 T/C 670.97 `°'a�, T/P 664.78 \ I o ¢ 36' � � � � T/C 667.68 T/C 665.70 � _,..,� �� 1.296 � � � ; FLUM � C 671.5i ,As, � T/C 670.14 (�� T/P 664J8I o � ~ I a � �g' �� I � I �F� T/C 668.37 �• � � T/C 664.20 � I 24� � �� s, � ,- T/C 664.34 � c� � � ` � � � T/C 665.36 .18 / � � � �T P 662i 5 671•61 T/C 670.51 � ��T/C 665.62 � T/C 664.13 � � o i o � R NOUT� T/C 668.87 � 1� � I _ 1 C R B °9 RUNOU T/C 6 6 6.1 5 24' �� Y �° o 0 T� 662.75 � j - �R U N O U T/C 664.28 � N � �� ' . 66 T/P 663.08 J / I � o •` ---` -� • i CIJR�B � a T/C 664.54 Q U . ........... y � � I � � T/P 663.26 D :D : ... .... ..........D. .= : - - T , . ..............I... . - - S�E 71.23 z � � I X ° a �_ � '�4- Fie Fie ��J B m ° � . ..... D c � _ ............ „ � O � � � VAU�T � � T/C 665.64-' � .......... • - g - � N o / � \c ••D...: �..... � FI � � N c � �� w � � G 665.47 � T/C 663. � � � � � �Q I �6' W \ \ � � � o � ' \ o F1e ��20+00 '� o W �w � w�� w �_ � \ � G 663.73 �� z z o � � �i �� T/P 6 6 3.9 3 I I T Fia 1 � \ \Fie Fi � _' w �'�, W �a�- w � � \ � � a a ��W \ F�e � F�e � s �w w � � w w � T/P 663.93 � T/P 663.201 T 663.51 \ � � � F B � �' w -� � ~ � � � � I w ' � m � I � � � o � I Z � � � � � \ � � � � � � �� N � > > 6" STANDARD CURB �" �'6� N � � � ' � � � � �' � � � � � W/REJECT GUTTER � �� _ � � � � I � �o N > � ,(� / � C EX G � CB 60208 EX STM MH 6�248 1 � � N � 6� / ..tR (� Z � RIM 669J8 RIM 666.63 \ OS I 0 d _ � \ �� /�p�� T1 r 4'X4.67' BOX E/W 663.58 4'X4.67' BOX E/W 658 73 \ � I \ \ � �,xi�� ono rn Z 4" vcP Nw 66s.�3 � � I Sheet No: '�T/c s�o.s� �_ T � � D m W 8TH STREET /P 664.78 \ I T/C 6 6 7.6 8 T/C 665.70 Z 4 � � _ � '� `�� ' T/P 664.78 o R�M s6z.a� 6005 , . T /r a�n � � � �o-- I n I D �, Project No: 18147 IIW, P.C. � � � � � ; � � ~�Rrh , � ROP �Rg � HORIZONTAL SCALE IN FEET � 6' C I �' � / O 5 10 ARCHITECTURE I 2" ��R\v�w G 659.30 I - - T/C 659.38 T/C 658.78/ � co SITRUCTION SER Iv cEs / I \ / � ENVIRONMENTALENGINEERWG DRAWING MAY HAVE BEEN REDUCED LAND SURVEYING � ON � � MUNICIPALENGINEERWG �+ft`R�� / B�CUF� �, � �g STRUCTURALENGINEERWG 9f(`� �7 L / �,GT/C 659.47 � � �17, TRANSPORTATION ENGINEERWG � 1 � INTEGRITY.EXPERTISE.SOLUTIONS � � / o � ..T/W 659.55� � . . :�� . ,, � � 661.31 � / � � / ��''- . ..�� / � T/C 658.61 � � G 662.26 �� ,. '"' � � , � � � CO � ,� �� ••" �� .�_ R1. 5' � � I / �T/C 661.48 � � � � T/W 659.61 / / � � � �� °N�...j�T/W 661.77 � / T/W 659.85 � � I ;� �T%C 662.43� � �� ' � � T/C 659.33 / � • \ ,�? `° � �N� °•��T/W 662.72� � � / /� �O I 6� . � I oN� / °N �':,� � � T/W 661.83 � � � I T/C 658.72 � 5 C , � � / � I I : QC COPYRIGHT 2019 I ONE / � � E � T�W BBZ.78 / NcT. I ALL RIGHTS RESERVED. � _/ / PREPAR DOS ECIFICALLY FOR THIS I � E / E� � � I �� - - - - _ _ _ _ _ - - - - - - - - / PROJECT ONLY. NO PART OF THIS IDOCUMENT MAY BE REPRODUCED _ _��/ ONE � E I C�Rg / / CURBED ISLAND / OR DISTRIBUTED IN ANY FORM ON � /\� \ m � � F)�� STANDARD CURB / WIP.C. ALL INFORMATIONOIN OTHIS oNE � �j � � � T/C 662.83 / / � W/REJECT GUTTER T/C 658.88 / DOCUMENT IS CONSIDERED � / � � / \ y � oi / / / PROPERTY OF IIW, P.C. z � p / / / ¢ i 1 �� / � � � � � � � i �` � / N I � / / / / / o ' / ¢ � / / / � �//� � `\ IN I / / / / / '^ ¢ � � II I � � � � � `�� \ \\�✓ /� � � � I � �s� � � � � / / / � ~ o 1 / �\ \ �� \ I � � _ � T/C 662.08 3 3 � � � 3 �� 3 � � � w � � i � � � � � � � � / � � �_ � � � w w z O � // \ 1 � �� 1� / r - - � � I _ 3 � � � > > � \ � I � il � 6�� , � � � I � � zm � p - � ��/� �co � ' y/ G L N O r r Z � w � "'�\ Il�,ql � � I .� �� Q Q o � � q � � � w � c�n ¢ T/c s��.2i � II�� \ v i ��'"" I J = � � o � �, �� I � �i"� � � = o � Z /c s��.4� - T/c s�o.s� \� Ilqll�� T/P ss4.�s �4 � �� (� � � °° o � � � � ��N I � �'` � o � Z w � � � i � w v �' T/C 667.68 T/C 6I65.70 I i � � � � \ w � , �.� ,,,' � �� I f�, ,.2x � o � � J : 671.52 � a� T/P 664.78 � .�- Q 1 �' � T/C 670.14 I `°`�/ v I � � Z � � � ¢ � � T/C 668.37 �� " � �„ �II� � 6, I T/C 664.20 I �o � I � � \� �IM , � � � _ T/C 6E a 24' �� o � v � � �� I�� , � T/C 665.36 � `� � � 6�' � � � �� 6 \ T/C 670.51 \�`' �°`O� ��I� \ � / � � o m o � � \ � I T/C 665.62 0 00 � �, �/ �I� T/C 664.13 a �� o 0 � CUR UT T/C 668.87 � II \ � � � N \ 669 RUNOUT III�� T/C 666.15 24' � I Q � � CURB `��I� � I >, o � � - - _ IIII �RUNOUT � T/C 664.28 � � a� � - C�RB ° N � : �€i"-� -�ie- F� g I T/C 664.54 � N �Q � \ s • 6 � \ � . � � ........... � - � , ...... ;.. • � - T D ••, ��...'O ' B - - . ....... . � . , •�............... • �I� - � ' - � • • �/ ..........',.. • � F T/W 665 99 � R OU o N ' � : � 2 D ..s. „T% Y � Fi a � - � � _ _ T/W 664.25 � � o � � g g . ., cu o - - � ' �;,� � D9 0-:H,•SS8�o....: � Q > o Fie \Fia �-Fia .� - t � � Q �' a a � . 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Project No: 18147 IIW, P.C. � � I I / HORIZONTAL SCALE IN FEET �� ♦ ♦ � m 1 Q I 0 10 20 � � O � � N 3658083.5926 � DRAWING MAY HAVE BEEN REDUCED = ARCHITECTURE � \ E 5684241.6032 �/ CIVIL ENGINEERING � �, CONNECTION (CONNECT TO EX BOX) m '� CONSTRUCTION SERVICES I � � / ENVIRONMENTAL ENGINEERING � I LAND SURVEYWG � I I � MUNICIPALENGINEERWG STRUCTURAL ENGINEERING \ � m o I�� NTEGRITY.EXPERTISE SOLUTIONS � \ cvour cnaur—cwour mwr \ �cvaur cnaur \ /6� - . . :�� . ,, � � N 3658096.2421 I � X m � � E 5684225.3413 I • w m CB-11 (SW-501 MODIFIED) o � _ � W � \� � i�;� �� I � \� � I : �� \m \ \ I � •� / / \.�: � � \ \ . � I m � � I � :�, � � , 4 \ I\ 66 � �' \ I \ � 6, � : i QC COPYRIGHT 2019 �\ � � / 6' p / � G� ; �j^' ALL RIGHTS RESERVED. \ � / � „ R�P � p,497% � / 20.60 LF, 15" PVC SDR 26 � 0.534� � THESE DOCUMENTS HAVE BEEN m ; � PREPARED SPECIFICALLY FOR THIS � 14� � �F �5 w / ��0� / � C,� � I� • / � DOCUM NOT MAY BEOREPRODUCED ,�� o� i � � - � � � � � � � � �' � � I : I OR DISTRIBUTED IN ANY FORM � WITHOUT THE PERMISSION OF IIW, �2— � � � � P.C. ALL INFORMATION IN THIS �. � 'o, \ I �� o / � � • ... �� / DO ROPERTY OFOI W, P C ED z .. . / X �]�F— � �J \ C7 / � /� ¢ � �, ! ! __ � / � � � �� / �I : .. � } �663_ � � i � N 3658225.1459 � � � � �`�� Z \ ,� � E 5684155.0443 H DRAIN � I CB-10 (SW-501 MODIFIED) �/ � ¢ / 6 � � � o II � I �� m z o 664 \ , I � W � N \ _ / � � � � � I � W Z O � � � o � � � �� / W 0 O w w � I,,� g � �S m � Q � > �6 6 5— � "' \� � �,�' \ � �,C� /6 `` � � U � � \� � 66`s / \ � �` �I � W W > > � � / � �\ � I /66�6� 66� / .1...:..d I I �^ � � 0 0 _ „„ u� �'\ � . � \ I Ii /� v J C O � � _ G Q 0 � N � � I..I_ r J O w Q � 3 _ � '� Z � �j � °om � � N c� w � o 675 675 J a�o � W � � � � O � �Q > �i U � N � 67� � � 670 p � TREN H DRAIN � Z � GRATE: 664.78 � � � a � � � OUTLET TRENCH DRAIN � � �� 665 � `O TRENCH DRAIN ' . ' 665 � � � c� m —' — — BOX CULV U U — _ _ _ _ � _ ? 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I I CULV I THESE DOCUMENTS HAVE BEEN / 6� � PREPARED SPECIFICALLY FOR THIS � PROJECT ONLY. NO PART OF THIS I � � i � DOCUMENT MAY BE REPRODUCED —671— / ` � � — � n�� W o OR DISTRIBUTED IN ANY FORM � / � �j1 � = WITHOUT THE PERMISSION OF IIW, y N 3658125.8440 / W m P.C. ALL INFORMATION IN THIS o \ E 5684100.8672 5j � ,�,/ / SW—r'J�Z 30�� DIA � 1 I / / � I w DO ROPERTY OFOI W, P CED z � / AREA INTK (AREA INTAKE 1, ( )) [--., � � / I �AN MH 60097 � —672 / \ I � m � �F� 674.21 r �i �1'� o � / / � � � I � � O z � � _ O � � � \ \ /� m � Z I � ¢ � \ o , � N —673 \ I �� I � \ — — 1 \ � � � / � z Q N y � � / � � �y� 5� � I m � W Z 0 � � —674 \� �� I � / � m �yo� \ I w � � ? � � � \ � / � � � / �'Ho o � � z � � s ,� _ _ `s I � � � � W W > > � 6�5 67 5 _ _ — � I i i �No �/� � � 0 0 675 � � � � �� I ��C� °' �^ � � �+/ (n � N —F�� \ — � 0 0 W � � Q 0/�/ �L � � 6J_ r J O w Q � 3 _ � '� Z � � � ° J � sso sso C� � 0 00 N � � w � o w � � J � N W � � � � 675 EX 4' X 4 67� 675 � � � r BOX C LV �N � Q � PR P GRADE � o ¢ U � � � � � � Q � o 670 a � 670 � 10 o a � EX GRADE � � � . . � � w � � m � � � 665 vs a � � omo 665 . 2 PVC SDR 26 � 0.9I71% cn = Y �° o 0 � , CALC L 664.09 a } a � � STA 20+16, 0 FIELD ERIFY F � � o CONNECTON 2 (CONNECT TO EX BOX) � � Q � 660 W FL 665.00 660 �' p � m LL � I � � N C PRE UMED BLDG I � `� ° .Q 655 655 �� U O N Z Z p � � gg o � aa � � � o0 650 650 � � � � � J w � � `o � � wa s � � � � °� � > X � N O N N 645 w a 645 � a `� � o i j o � o o �? � � Sheet No: � � � � � � � � � � � � � � � � � � 21+25 21+00 20+50 20+00 � Project No: 18147