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Irrevocable License Creek Valley Campground Copyrighted June 1, 2026 City of Dubuque CONSENT ITEMS # 14. City Council ITEM TITLE: Irrevocable License Creek Valley Campground SUMMARY: City Manager recommending approval of an irrevocable license for Creek Valley Campground to encroach on City property and the City Clerk record the irrevocable license in the office of the County Recorder. SUGGUESTED Receive and File; Approve DISPOSITION: ATTACHMENTS: 1. MVM Memo Irrevocable License — Creek Valley Campground 2. Staff Memo Irrevocable License Request Creek Valley Campground 3. Irrevocable License Creek Valley Campground -Signatures Required Page 624 of 1000 Dubuque THE CITY OF � uhA�eMa cin DuB E ; . � , I � � I. Maste iece on the Mississi t 2oo�•zoiz•zois �P Pp zoi�*zoi9 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Irrevocable License — Creek Valley Campground DATE: May 28, 2026 City Engineer Gus Psihoyos is recommending City Council approval of an irrevocable license for Creek Valley Campground to encroach on City property and the City Clerk record the irrevocable license in the office of the County Recorder. Creek Valley Campground is located at 1650 Middle Road in the Dubuque City limits. The property owners of Creek Valley Campground installed a 1 '/4" force main to service their campground and will be pumping their effluent into City of Asbury sanitary sewer system. The City of Dubuque currently does not have a public sanitary sewer system serving this portion of the community. When the City of Dubuque extends sanitary sewer infrastructure to this area, Creek Valley Campground will be required to connect to the City's sanitary sewer collection system in accordance with applicable City ordinances. I concur with the recommendation and respectfully request Mayor and City Council approval. v Mic ael C. Van Milligen MCVM:sv Attachment cc: Crenna Brumwell, City Attorney Cori Burbach, Assistant City Manager Gus Psihoyos, City Engineer Page 625 of 1000 Dubuque THE CITY OF � All•Meriea Ciry DU B E ,r„� �,' I � � I. Maste iece on the Mississi i Z°°'.Z°lz`z°13 �P pp zoi�*zoi9 TO: Michael C. Van Milligen, City Manager FROM: Gus Psihoyos, City Engineer SUBJECT: Irrevocable License — Creek Valley Campground DATE: May 26, 2026 INTRODUCTION This is in response to a request from the Creek Valley Campground to encroach on City property. The encroachments will include a private sanitary sewer line. BACKGROUND An irrevocable or revocable license is required when property owners request to encroach upon the public right of way. Examples of encroachments upon the public right of way can include planters, benches, fences, steps, awnings, windows, buildings, earthen embankments, ADA ramps, loading docks, private utilities, bollards, and sprinkler systems. DISCUSSION Creek Valley Campground is located at 1650 Middle Road in the Dubuque City limits. The City of Dubuque currently does not have a public sanitary sewer system serving this portion of the community. When the City of Dubuque extends sanitary sewer infrastructure to this area, Creek Valley Campground will be required to connect to the City's sanitary sewer collection system in accordance with applicable City ordinances. The property owners of Creek Valley Campground installed a 1 '/4" forcemain to service their campground and will be pumping their effluent into City of Asbury sanitary sewer system. Through this Irrevocable License process the encroachments will be recognized by the owner who assumes all terms and conditions as defined in the license. All documents have been received from Creek Valley Campground including an exhibit, irrevocable license, insurance, and license fee. The Engineering Department, Planning Services and Building Services have reviewed and approved the request for the continued operation of this encroachment. RECOMMENDATION Page 626 of 1000 It is recommended that the request for an irrevocable license for Creek Valley Campground to encroach in the public right of way as described in the irrevocable license be approved. BUDGET IMPACT The application fee of $650 has been received and will be receipted as part of the public license revenue. ACTION TO BE TAKEN It is recommended that the attached irrevocable license for Creek Valley Campground be approved and the City Clerk record the irrevocable license in the office of the County Recorder. Attach. 2 Page 627 of 1000 i � � � � i I I � � i i I i i i � i i i i i � Prepared by: Gus Psihoyos,City Engineer,City of Dubuque,50 W. 13�"Street,Dubuque, IA 52001 (563 589-427Q) ' R�turn to: Gu�PsingyA�,�i�y Enginger,City�f Duf�uqu�,�Q W.1��h�#r�et,D��u��, IA�2QQ1 {�f��$�-427Q) i - i ; IRREVOCABLE LICENSE AUTHORIZiNG ��'��- �c.� /�� —,�� TO CONSTRUCT S-��^��'' �c�vcr ON PUBLIC RIGHT-UF WAY � ��D�� ' Section 1. �Y'z-�lR-- 1�f,v((-�c� ��' ��'``r�"as�the owner of the premises, � � (Licensee), known as c�--�.. �,. n � �,,.�,.� �, ' Dubuque, lowa, and legally described as �'��.. °1� -� �c.�.,�-,�e,�G�'` be and is hereby i granted an Irrevocable ticense and author'sty to construct and maintain ��-uY�,L,- C_:�,L , (Encroachment) {see attachment for � locatian} under the terms and condi#ions set forth in this License. � � Section 2. The permission herein granted is expressly conditioned on ; Licensee's agreement to: i � a) Assume any and all liability for damages to persons or property which may � result from the exisfience, Iocation, installation, construction or maintenance of � said Encroachment; i b) Procure and maintain in force during the term of this License a policy o#liability insurance as se#for#h in the attached lnsurance Schedule; � . c} Pay on behalf of the City of Dubuque, all sums which the City of Dubuque shall become obligated to pay by reason of the liability impased upon the City of Qub�� fiQr ��m�g�� f �ny kind r��alting frc�m �he IQ�ati�n, 1ns��ll�ti�n, existence, canstruction or mainfienance of said Encraachmenfi susfiained by any person or persons, caused by accident or otherwise to defend at its own expense and on behalf of said Cifiy any claim against the City of Dubuque arising out of the location, installation, existence, construction or maintenance ; of Encroachment and to pay reasonable aftorney fees therefor; and � ; i � Page 628 of 1000 i I i � i I I i i I � d) tndernnify, defend and hold the Cifiy of Dubuque #ree and harmless from any i � and all claim�, including but not limited to damage�, loss, liabiiifiy and expen�e � � for death and/or injuries to third persons or damages to property of third � i � i persons, or for damage fio any property o# the City of Dubuque which may � occur as a result of or in connection with the locafiion, installation, existence, i construction, maint�nance and repair of Encroachment. � - � ; e) Any special conditions as set forth for this License as identified: � i � � Section 3. The Encroachment shall be maintained in accardance with all applicable state and federal laws and regulations, and the Ordinanc�s of the City of ' Dubuque. ' Sectian 4. Licensee covenants and agrees that the Irrevocable License herein granfied does nofi constitute an approval of the design, erec#ion, location, construction, ; repair or maintenance of said Encroachmenfi and Licensee hereby covenants and agrees not to assert such claim or d�fense against the City of Dubuque in the event of claim � asserted fior death, personal injuries and/or property damage against Licensee arising out of or ir� any way connected with t�e loeation, installation, constructian, design, repair and � maintenance of the Encroachment. , Section 5. This Irrevocable License shall become effective and the rights hereunder accrue to Licensee when this License has been approved by fihe City Council � and the terms and conditions thereaf accepted by Licensee by acceptance endorsed on , this License. This Irrevocabie License is nnt assignable or firansferable to another location. This license is for this prop�rty only. Section 6. The City Clerk is authorized and directed to file at Licensee's expense a copy of this Lieense in fihe Office of the Recorder in and for Dubuque County, lowa. ; �ection 7. lawa One-Calf regisfiration may be required by the Code af lowa. When applicable Lieensee shall submifi dacumentafiion to the City Engineer of fawa 4ne- Call registration membership. Signed this day of , 2p i Brad M. Cavanagh, Mayor Attest: ; Adrienne N. Breitfelder, City Clerk i � Page 629 of 1000 i i � � ; � � � State of lowa ) ) ss: Coun#y of Dubuque ) ' � On fihis day of , , before me, fihe undersigned, a Notary Public in and for the State of Iowa, persanally appeared 13rad M. Cavanagh and ; Adrisnne N. Breitfelder, to me personally known, who, being by me duly sworn, did say - that they are the Mayor and City Clerk, respectively, afi the City of Dubuque, lowa, a m�ni�ip�l �Qrp�r�,fiis�n; that th� ��! �fiF�g� fi� th� fQrsg�ing in�tr�m�nfi is fih� cprpor�fi� ; seal of the corporation, and that the instrument was signed and sealed on behalf of the ; corporation, by authority of its City Council on the day of , � , and Brad M. Cavanagh and Adrienne N. Breiffelder acknawledged the ; execution of the instrument to be their volun#ary act and deed. ; i Notary Public in and for said State ; Page 630 of 1000 i i , � � � � � � � � i i � ACCEPTANCE OF TERMS AND CONDITIONS OF LICENSE � i � ; The undersigned, being duly aufihorized to execufie this Acceptance on behalf of ' GI�""�e..�c-1�. �r�,,�R,�� , and having read and being famiJiar with the � � terms and conditions o#the Irrevocable License, for itself and, its successors, accepts the � same and agrees tn be bound by the fierms and conditions herein contained. � ; � ; ; , : � � � LIC NSEE: ' � � �'��k� � �gnature � By: i�(.(.S'�N�. (�z•►�rNt i Title: ��'�5��-� Dated: �� d�Z� Siqnature requires nofiary i , ' ��iu�irrit�� ' .�'`'��'�P��pCi�'� , � ,,. a � �%F � .� � � � ; . `� � - �..i�c,l �.Il�� . ..� � �, . � ` �y�a�m�si°7e h�erler � �f 1�-1 � r a �a 3/i y/2��zplre� ` ��.P � %�i"9), a�J�s��Na. '�� 4 � /�J�r�'�+o�Fti�+�`�� I � � ; � i I Page 631 of 1000 i i � � ; � � i ALL PURPQSE ACICNOWLEDGMENT sTATE OF IOWA ) j COUNTY OF pUBUQUE j � Un this _(_�__ day of�, 20� before me, fihe undersigned, a No�ary � �ublic in and for said Sta#e, personally appeared ��_5�-,�n (� rr� ; (NAMEIS} to me personally known, OR proved to me on the basis af satisfactory � evidence to be the person(s} whose name{s} is/are subscribed to the within instrument and a�Kn�wledg�� t� me that he/she/th�Zf �xsa�te� th� s�me in his/h�r/thsir �uthori�sd � capacityties), and thafi by his/her/their signature(s) on the instrument the person(s) acted, ; executed the instrument. i ��SSI111111!/�� {Notary s Q�P��p�'��y�� i ,�, , �,�,� ,, � : � � ' (�� (sign in ink} _ . lindsey Nloole Kaller � � ' �y C3/f 9�2b2g pfres ` � �� (PrintJtype name) yN� Commisslon No.�Q: iVotary ublic'n and for State of lowa �"�i-y 663417 � � � Q �� ♦ � '�•,,�� o F � �� ; ��ir�,�l titi►�� ; �I CAPA��'Y CLAlMED BY SIGIVER � q� 1NDIVIDUAL C(JRPOI;ATE OFFICER(S) �r�tie> (CORP SEAL� ' AFFlXED � NO SEAL PROCURED PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT TRUBTEE(S) G UAR�IANICON S E RVATOR OTMER � -- I ; SIGNER iS REPRESENTING: i i Name of Person(s) or Entity(ies): � i i . � Page 632 of 1000 � �-- � no , •� � v� o � °c •�� o CREEK VALLEY CAMPGROUND � _ CREEK VALLEY CAMPGRDUND SANITARY SEWER '�. z M Y � u Bu U E IDWA � 7 origindesign.com 800 556-4491 cao�ww�co. N PROFESSIONAL SEALS CONTACT PROJECT LOCATION � ; � �� Sheet List Table � � � � � i Sheet Number Sheet Title i tL I HEREBY CER7IFY 7HAT 1HI5 ENGINEERMG UOCUMENT WAS PREPARE� T� ,� ` � LI� GENERAL BY ME OR UNDER AfY DIRECT PERSONAL SUPERVISION AND � � I THA71 Mf A DULY LICENSED PROFE590NAL ENGINEER UNDER 1HE ANDY GOEDKEN � � �____� ��-- GO.O� COVER SHEET Cli�nl i�lanle `.a�wuuuuunn, ' � �,o��ypFE55�o��b��' LAWS OF 7HE STATE OF IOWA ORiGIN DESIGN Co. ___ , ) i-----' � " G0.02 ABBREVIATIONS AND LEGEND ��,,,'��o'�� 'O��, �OR OR�GM DESiGN C0. 137 MAIN ST,SUITE 1D0 � '� E. �� " I �i� - � SANITARY SEWER CREEK VALLEY ;w=� z'- DUBUQUE,IA 52001 � � ��. rt � i� � I ��. � � � -� � CAMPGROUND �� ANDREWJONN m=_ � t1 � � : i� C5.01 SANITARY SEWER DETAILS AND GENERAL NOTES _ = GOEOKEV E = V.(563)556-2464 I . � i - _ — � _ ° p»�fi ' S ANDREW JOHN GOEDKEN on� F.(563)556-7811 i ii i � � i� C5.10 SANITARY SERVICE PLAN AND PROFILE ' ` GE 24776 iz/3i/2o2� E.andy.goedken@origindesign.com i - �' i -� � C5.11 SANITARY SERVICE PLAN AND PROFILE :,#'�'',,,, '�*�c` � r. i I �'i-. i I �p;�,a LICENSE� RENEWAL�ATE � I� -� �---� � � � — I I �� PAGES OR SHEETS COVERED BY THIS CERTIFICA➢ON: I � i��nrt fl�nln CREEK VALLEY 'i CAMPGROUND i ' � i ;�^� SANITARY i � .d.� PROJECT LOCATION �� -�� SEWER � ! � p i �si i� �; 't f�,.: � �`O� Loc�Fior:!Desc;ipLon � ;--___, ; - � R� �- N I _ DUBUQUE, �E��M�N S-�RVG�� oWA '�- -' ' P pN __ � . � ---- G __ , ; ,_ ,_ _ FpR - - _ , .;_ ,. -,_- _ _ � � 0 . � �p oN UTILITY NOTE: =� �'u,< THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ARE � APPROXIMATE ONLY.THE UTILITIES PRESENT MAY NOT � U r EXIST AS SHOWN.ADDITIONAL FACILITIES OTHER THAN o" THOSE SHOWN NIAY BE PRESENT.IT SHA��BE THE L LL' RESPONSI8ILITY OF ANYONE USING THIS DOCUMENT TO w j N ASCERTAIN THE EXACT LOCATION,SIZE,TYPE,MATERIAL, n �� AND ELEVATION OF AlL UTILITIES THAT MAY BE PRESENT. — - rn p m � � a� C N O y �� UTILITY PROVI�ERS: a� �� m U - � � SEWER: CITY OF ASBURY � � � a z —> £ BLAWETELFORD v � � �o (563)556-7106 c� � a a`% ELECTRICAL POWER: ALLIANT ENERGY 6 � (800)255-4268 FIBER: LUMEN '''': �i`�^ (918)547-0147 I O��—4 ONE CALL (800)292-8989 E ��LLsM COVER SHEET 1 (800) 292 - 8989 � � Page 633 of 1000 � � ABBREVIATIONS LEGEND o . EXISTING PROPOSED EXISTING PROPOSED � � FD FLOOR DRAIN R RADIUS •y 0 p CENTRAL ANGLE FDN FOUNDATION R8R REMOVE&REPLACE N � A/C AIR CONDITIONING(ER) F.E. FIELD ENTRANCE R&S REMOVE&SALVAGE - - - - PROPERTY LINE/R.O.W. - - - - � CATCH BASIN � •—� C AC ACRES FES FLARED END SECTION RCB REINFORCED CONCRETE BOX � A.F.F. ABOVE FINISHED FLOOR F-F FACE TO FACE RCAP REINFORCED CONCRETE ARCH PIPE — ' — ' — EASEMENT — •• — • � — P� AREA INTAKE � � AGG AGGREGATE FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE � AOH ARROW ON HYDRANT FG FORM GRADE RD ROAD • SECTION LINE �D STORM MANHOLE QD � ARCH ARCHITECTURAL FIN GR FINISHED GRADE REBAR REINFORCING BAR QUARTER SECTION LINE Z ASPH ASPHALT FL FLOWLINE REF REFERENCE '• — Q SANITARYMANHOLE O •— O AVG AVERAGE FLG FLANGE REINF REINFORCING/REINFORCED QUARTER QUARTER SECTION FLR FLOOR REV REVISION "' LINE �U UTILITY MANHOLE �U � � B-B 6!C-BfC FM FORCE MAIN RIM RIM ELEVATION = B/C,BOC BACK OF CURB FND FOUND ROW RIGHT OF WAY - CENTERLINE - �V WATER VAIVE MANHOLE � �..i 8/DITCH BOTTOM OF DITCH FT FOOTlFEET RP RADIUS POINT �y Y BFP BACKFLOW PREVENTOR FTG FOOTING RS RESILIENT SEAT D STORM SEWER — D — � FIRE HYDRANT f.y � B/L BASE LINE FUT FUTURE RT RIGHT B/S BOTTOM OF SLOPE FV FIELD VERIFY �so s O — SD SUB DRAIN — 50 — O WATER SHUT OFF �CY 3 BLDG BUILDING 5 SOUTH B.M. BENCH MARK G GUTTER 5= SUPERELEVATION � SANITARY SEWER — S — �� WATER VALVE � origindesign.com BOP BEGINNING OF PROJECT GC GENER,4L CONTRACTOR SAN SANITARY c 800 556-4491 BOT BOTTOM GALV GALVANIZED SANS SANITARYSEWER Y" � _ o BSMT BASEMENT GND GROUND SB SOIL BORING Frd FORCE MAIN — FM — O YARD HYDRANT BV BUTTERFLY VALVE GRAN GRANULAR SCH SCHEDULE cv cv GRD GR.4DE SD SUB DRAIN — �� WATER LWE — W — � GAS VALVE �Q C&G CURB AND GUTiER GV GATE VALVE SEC SECTION — � GAS LINE G -� SIGN CAN CABLE TELEVISION SE'LY SOUTHEASTERLY �- CB CATCH BASIN HMA HOT MIX ASPHALT SF SQUARE FOOT oHE OVERHEAD ELECTRIC aHE O, UTILITY POLE `-Q� C-C CENTER TO CENTER HORIZ HORIZONTAL S.F.D. STEP FOOTING DOWN CF CUBIC FEET HPT HIGH POINT SHT SHEET q CH CHOR� HSD HEADLIGHT STOPPING DISTANCE SIG. SIGNAL E UNDERGROUND ELECTR�C E �Q, UTILITY POLE WITH LIGHT CH BRG CHORD BEARING HYD HYDRANT SIM. SIMILAR oH� OVERHEAD TELEPHONE OriT C(�] TRAFFIC SIGNAL POLE � CIP CAST IRON PIPE S'LY SOUTHERLY C-I-P CAST-IN-PLACE ID INSIDE DIAlINSIDE OIM SOG SLAB ON GRADE CISP CAST IRON SOIL PIPE IE INVERT ELEVATION SPEC SPECIFICATION T UNDERGROUND TELEPHONE 7 a GUY ANCHOR O CJ CONTROL JOINT IMP IMPROVEMENTS SS STAINLESS STEEL CL CENTERLINE IN INCHES SSD STOPPING SIGHT DISTANCE aHr��t OVERHEAD TELEVISION —OHN— L.^ LIGHT POLE Zz CLR CLEAR INV INVERT ST STREET Clier,t Nan:e CMP CORRUGATED METAL PIPE IP IRON PIPE STA STATION TV UNDERGROUND TELEVISION — N — � UTILITY PEDESTAL ❑ CMU CONCRETE MASONRY UNIT STD STANDARD CREEK VALLEY CO CLEAN OUT JB JUNCTION BOX STL STEEL Fi8 FIBER OPTIC — FlB — pp UTILITY HANDHOLE ❑O CAMPGROUND COL COLUMN JT JOINTlJOINT LENGTH STM STORM COMP COMPACTED STMS STORM SEWER X WIRE FENCE — X — uv UTILITY VAULT �� CONC CONCRETE K RATE OF VERT CURVATURE SW'LY SOUTHWESTERLY CONN CONNECTION SY S�UAREYARD CONST CONSTRUCTION L LENGTH OF CURVE o — CHAINLINK FENCE — 0 — ❑M MONITORING WELL ❑p CONT CONTINUOUS LAT LATERAL T TANGENTLENGTH ❑ WOODFENCE ❑ � WELL � COR CORNER LF LWEAL FOOT T!B TOP OF BANK Project t�lam� CP CONTROL POINT LONG LONGITUDINAL T/DITCH TOP OF DITCH --p�,p-- - CONTOUR LINE —000— CPE CORRUGATED POLYETHYLENE PIPE LP LIGHT POLE T/C,TC TOP OF CURB � MAILBOX CREEK VALLEY CRST CRUSHED STONE LPT LOW POINT TlGRAV TOP OF GRAVEL � � CAMPGROUND CSP CORRUGATED STEEL PIPE LT LEFT TlWALL TOP OF WALL RAILROAD TRACKS — WATER LEVEL _ CTRD CENTERED T/P,TP TOP OF PAVEMENT �— SANITARY CTR CENTER MAX MAXIbIUM T!5 TOP OF SLOPE �O� BOLLARD �� SEWER CULT CULTIVATE� ME MATCH EXISTING T/SU8 TOP OF SUBGRADE ' GUARD RAIL CV CHECK VALVE MH MANHOLE T/W,TW TOP OF WALK -� SOIL BORING ♦ CY CUBIC YARD MIN MINIMUM TNVM TOP OF WATER MAIN +0.00 SPOT ELEVATION +0.00 MISC MISCELLANEOUS T&B TOP AND BOTTOM O POST INDICATOR VALVE � Locaiian!Dzscriptcn D DEGREE OF Cl1RVE MON (v10NUMENT T.O.B. TOP OF BEAM ��_� DIRECTION OF FLOW �� DIA (0) DIAMETER MP MILE POST T.O.B.L TOP OF BRICK LEDGE DUBUQUE, DIP DUCTILE IRON PIPE T.O.C. TOP OF CONCRETE , �YYYYI. TREE LINE � DECIDUOUS TREE ° IOWA DN DOWN N NORTH T.O.E.F. TOP OF EXISTING FOOTING � W/TRUNK DIA. DRWY DRIVEWAY N/A NOT APPUCABLE T.O.F. TOP OF FOOTING -- -- ------- REVETMENT EXTENTS .�:� DS DOWNSPOUT T.O.M. TOP OF MASONRY - - - --- NE'LY NORTHEASTERLY DWG(S) DRAWING(S) N'LY NORTHERLY T.O.P. TOP OF PIER EROSION STONE ��#�#�� DWL(S) DOWEL(S) NO!# NUM6ER T.O.S. TOP OF STEEL CONIFEROUS TREE W/TRUNK DIA. TCE TEMP CONSTRUCTION EASEMENT =� NIC NOT IN CONTRACT m E EAST NTS NOT TO SCALE TEL TELEPHONE UTILITY LINES WITH DESIGNATORS WRAPPED IN PARENTHESIS SUCH AS(W)or(G) v� SHRUB OR BUSH � � E'LY EASTERLY NW'LY NORTHWESTERLY TEMP TEMPORARY ARE LOCATED 6ASED ON MAP OR GIS DATA EA EACH THK THICK/THICKNESS EJ EXPANSION JOINT TWP TOWNSHIP o m EL ELEVATION OC ON CENTER TYP TYPICAL �� 0o OUTSIDEDIAMETER EROSION CONTROL LEGEND ELEC ELECTRICAL .. J" ELEV ELEVATOR pC POINT OF CURVE U UTILITY � �� EMBED EMBEDMENT PERF PERFORATED UAC USE AS CONSTRUCTED TEMPOR4RY TEMPORARY PERfNANENT PERMANENT r o a ENGR ENGINEER pl POINT OF INTERSECTION UE UTILITY EASEMENT —SF— SILT FENCE �� PS SEEDING TURF REINFORCEMENT o `o� ENTR ENTRANCE p/L PROPERTY LINE UL UNDERWRITERS LABORATORIES,INC. (STRAW WATTLES,FILTER � SEDIMENT TRAP O N1AT(TRM) LL �'� EOP END OF PROJECT pM PRINCIPAL MERIDIAN ULFM UNDERWRITERS LABORATORIES FACTORY MUTUAL � a j EOR END OF RADIUS UNO UNLESS NOTED OTHERWISE SOCKS&SILT FENCE ARE POB POINT OF BEGINNING O �' ?� E1P E�GE OF PAVEMENT POC POINT OF CURVE GENERALLY IP WLET PROTECTION S SODDING -�SD� SLOPE DRAIN �`1 m� EQ EQUAL POT POINT OF TANGENT VAR VARIES INTERCHANGEABLE) - - E/S EDGE OF SHOULDER PRC POINT OF REVERSE CURVE VC VERTICAL CURVE � SEED,FERTILIZER = ESMT EASEMENT VCP VITRIFIED CLAY PIPE �'�'�-.�- ROLLED EROSION F �PD— PERMANENT DIVERSION PRELIM PRELIMINARY —PC— PERIMETER CONTROL '`--=fi�,`_r- CONTROL PRODUCT �MULCH � c�� EST ESTIMATE VER VERIFY - '.'� o °' PROP PROPOSED ____.�-�, � '¢n EX EXISTING VERT VERTICAL - � (RECP)PER PLAN PRV PRESSURE REDUCING VALVE OP OUTLET PROTECTION —_= LEVEL SPREADER � N EXC EXCAVATE/EXCAVATION pT POINT OF TANGENCY VOL VOLUME CW CONCRETE WASHOUT a� �� EXP EXPANSION PVC POLYVINYL CHLORIDE VPC VERT POINT OF CURVE REVETMENT SLOPE VEGETATIVE � EXT EXTERIOR PVMT PAVEMENT VPI VERT POINT OF INTERSECTION T STREAM CROSSING RS O �, m � �� EXTD EXTEND VPT VERT POINT OF TANGENCY CONSTRUCTION PROTECTION V STREAMBANK � � � g Q EW EACH WAY �E ENTRANCE SOD DROP INLET STABILIZATION � � � �m QTY QUANTITY =CRS= CONSTRUCTION ROAD � STRUCTURAL � � a a n W WEST PROTECTION > > o o; WlLY WESTERLY TM MULCHING ��_ TEMPIORARY DNERSION —CD' CHECK DAM O- STABILIZ.4TION WM WATER MAIN - W/O WITHOUT TS SEEDING I W.P. WORKING POINT � LEVEL SPREADER -'SC' STONE CHECK � �. �; i��i� WD WOOD RIP RAP LINED I EXISTING CB COMPOST BLANKET �RR CHANNEL SURFACE EL AT� '� PROPOSED CL W50 WATER SHUT OFF SB SEDIMENT BASIN PROPOSED CL E� ' ' �AN WATER VALVE � DITCH CHECK DUST CONTROL _G�; GRASS LINED CHANNEL WWF WELDED WIRE FABRIC � (ROCK DAM) � SURFACE � REQU)IREDERIAL �� N n p o YD YARD � ROUGHENING ABBREVIATIONS no 00 0o ANDLEGEND �- ^ ^ SURVEY 21+z0 21+60 ■ FOUND REBAR PROFILE LEGEND • FOUND IRON PIPE � — O SET REBAR � Page 634 of 1000 � � _ 1 \\ ENVIRONMENT ONE 00 N ��,. _�- 2"PVC VENT PIPE ALARM PANEL rl � 1 _ ��+ APPROX.TOP OF LID MINIMUM BOTTOM ELEVATION •� p ELEVATION 846.50 � 852.00 � � HORIZONTAL SCALE IN FEET .� � � ELEV. INSTALL PER MANUFACTURER'S •—.� � 0 5 to � . - � � CURB BOX �� RECOMMENDATIONS � . � O �RAWING MAY HAVE BEEN REDUCED� - 1 � ~ �\ Z i� � OUTLET TO 1 1!4" HDPE SERVICE LINE LL � - , F - -- � �-�ElONE DH152-129 FLOOD PROTECTED N GRINDER PUMP STATION . Y ` pL F LL O \ 1 3 origindesign.com �, S00 556-4491 \ .. LL '� �_ -_ � 1 � � � � � 7 � E/ONE CONTROL AND ALARM PANEL � � � °J ' � � � ��, ? - INSTALL WIRING ACCORDING � � TO MANUFACTURER'S RECOMMENDATIONS �t. O Fo \ O \ ' UNILATERAL SS LATERAL KIT F CONNECT TO EXISTING 6" Client Nsme \ � PVC SANITARY COLLECTION LWE CREEK VALLEY GND 846.38 DISCHARGE CAMPGROUND FIELD VERIFY EX.COLLECTION �\ __ INFLOW �LINE ELEVATION f� � . � . CONNECT 1 1!4"TO � - CONNECT TO EXISTING 6" BORED 1 1/4"HDPE F' j;ei f�la��i� , PVC SANITARY COLLECTION LINE '° 6"EXISTING SANITARY CREEK VALLEY � - BE�DING PER LOCAL CODE COLLECTION LINE � � EXISTING 240V POWER SOURCE � � ��I�I�' � - � CAMPGROUND � ,�� o - "�'j'll � � �`o R'o SANITARY � � _ ' f�l �i��lll�l,�l�� • Q. SEWER -�° ��° � �� I °-� � �D� � PCC BALLAST \� _ \ 1 114"HDPE � �. � \ 1 I � o �, � INSTALL PER MANUFACTURER'S RECOMMENDATIONS \ . - \ , F ��.. ,p _' :p- > .,p ` •�e_ � :e � :� � �e � Lora;ion!D�scriptioi; :;,\ ° ° ° ° � ° ° ° DUBUQUE, \ , o 0 0 0 0 0 o IOWA � ��,E ��\ PROFILE SCHEMATIC DH152F-129 FLOOD PROTECTED GRINDER PUMP STATION \ NOT TO SCALE F � � . m ALL CONSTRUCTION SHALL BE PER APPLICABLE SECTIONS OF THE LATEST EDITIOV OF SUDAS STANDAR� � EROSIONCONTROL 5. UNIFORP:ILYGPAOEAREASTOASMOOTHSURFACE,FREEOPIRREGULFRSURFFC=CHAP:GES.S!OPE SPECIFICATIONS.CITY OF�UBU�UE SUPPLEMENTAL SPECIfICATI0N5,ANO STANDARO PLANS EXCEPT AS MODIfIEO OR GfL1DES TO OIRECT WATER AWAY FROM BUILDINGS ANO TO PREVENT PON�IHG. Y SUPERCEDED BY THESE PLHNS.THE SUDAS SECTIONS APPLICABLE TO THESE PIANS INCW�E,BUT MAY N0T BE t COM?LY WITH APPLICFBLE PROVISIONS OF SUDAS SPECIFICATIONS AND�OCUMENTS,�NISION 9�SITEWORK o� LIMITED T0,THE FOLLOWING: AND LANDSCAPING �� 2. PROVIDE TEMPORARY EROSION AND SEOP�IENTATION CONTROL AIEASURES TO PREVENT SOIL EROSION AND 6. EXCAVATIONS SHALL COhiPLY WITH THE FOLLOWING: .. � �� GENER,4L NOTES DISCHARGE OF SOIL-BEARMG WATER RUNOFF OR AIRBORNE DUST TO ADJACEM PROPERTIES a�D A. ALL EXCAVATIONS SHOULD COAIPLY WITH THE REDUIREAIENTS Of OSHA 29 CFR,PART 1926,SUBPART `� 1. THE OWNER SHALL BE RESPONSIBLE fOR OBTNNING NECESSARY PERAIITS FROM i HE CITY OF DIIBUQUE,CITY WALKWAYS,ACCORDING TO A STORPA`A'ATER POLLUTION PREVENTION PLAN(SWPPP)COMP�YING VJITH CODE P,'EXCAVAT10N5 A�D TRENCHES'AND O1HER APPLICABLE CODES. m U� OF ASBURY,OR OTHER APPLICABLE AGENCIES. OF IOOVA 161A.fi4,AS RE�UIRED BY THE IOWA DNR.INSPECT.REPFIR,AND MAINTAM EROSIOM CON7fi0L AND B. E%CAVATE TO DIhIENSIONS AND EIEVATI0N51NDICATE�. � o� 2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS,SIGNS,BARRICADES,FLAGGERS OR OTHER DEVICES SE�IMENTATION CONTROL M1IEASURES UNTIL PERMANENT VEGETATION HAS BEEN EST�BlISHED. � �^ NECESSARY TO PROVIDE FOR PU6LIC SAFETY. 3. THE CONTFLICTOR SHALL TAKE PREVENTATIVE AIEASURES TO CONTROL AIRBORNE DUST AND SHALL BE C. FOOTINGS AND FOUNDATIONS:EXCAVATE BY HAND TO FINAL GFLIDE AND COWPACT SOIL AT BEARIKG � -o� SURFACE PRIOR TO PLACING FCOTINGS TO FIRM UP ALL 1005E MATERIAL FROM EXCAVATION, � �'N 7. EXISTING�NDERGROUN�UTILITIES ANO IAIPROVEIdENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION FROM RESPONSIBIE FOR OAMAGE RESULTING FROM A FNLURE TO�0 50. FORMING,ETC. ^ �� RECORD INFORIdATION OBTAINED FROAI SOUftCES OF VARYING REIIABILIN AVAILA6LE AT THE TIME OF q THE CONTRACTOR SHALL KEEP ADJACENT STREETS CLEAN AN�FREE OF DIRT OR UEBRIS AT ALL TIMES AND — - PREPARATION OF THESE PLM1NS.EXIS�NCE.LOCATION,�EPTH,SIZE OR AIATERIAI MAY NOT HAVE BEEN �. UTILITY iRENCHES:EXCAVATE TRENCHES DEEPER THAN BOTTOM OF PIPE EXCA�JATION TO ALLOVI VERIFIED IN THE FIELD AND ENGMEER OOES NOT GUARANTEE THE ACCURACY OR COMPLE7ENE55 OF RE�v10VE ANY TRACKED AtU�FROM THE STREET IhIMEDIATELY.ALL COSTS FOR SUCH SHALL BE INCLUDED IN FORlilINIbIUMI REQUIRED BEDOING COURSE AS NOTED IN BEDDING DE7AIL'HA�D EXCA4ATE FOR � INFORWATION SHOWN.IT SHALL BE iHE RESPONSIBILITY OF THE OYVNEWCONTRACTOR TO DEfER�IINE h1E THE CONTRACT PRICE AND ANY ADDITIONAL COSTS,FEES OR FMES RESULTING FROM FAILURE TO DO SO BELL OF PIPE.EXCAVATE TRENCH WALLS VERTICAILY FROW TRENCH BOTT01.1 T012 INCHES HIGHER ro �"' EXISTENCE AND LOCATION OF ALL EXISTING U i ILIilES AN�SHALL CONTACi ONE CALL PRIOR TO COMAIENCING SHALL BE PAI�BY THE CONTRACTOR. THAN PIPE OR CONOUIL � N a e WORK.THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEFL EXISTENCE, 7. PLACE BACKFILL ON Sl18GRA�ES FREE OF M1fUD,FROST,SNOW OR ICE.PUICE AN�C061PACT BACKFILL IN o � �� LOCATION,DEPTH,SIZE AND AIATERIAL OF UN�ERGROUND UTILITIES OR OTHER fACILITIES.CONTRACTOR EARTHWORK AND TRENCHING EXCAVATIONS PROMPTLY. ��'� �% SHAII 8E RESPONSIBLE FOR ALL COSTS INCURRED AS A RESULT OF THEIR FAILURE TO LOCATE EXISTING y - �n= UTILITIES AND FACILITIES PRIOR TO COAIhtENqNG WORK.THE ENGINEER AIAKES NO GUARANTEE,AND NO �� COMPLY WITH APPLICABLE PROVISIONS OF SUDAS SPECIFICATIONS ANO DOCUMEMS.DIVISION 2- 8. PLACE BACKFILL AND FILL SOIL AIATERIALS IN LAYERS NOi MORE THAN 81NCHES IN LOOSE OEPTH FCR m � z�p EARiHWORN AND DIVISION 3-TRENCH a�D TRENCHLESS CONSTRUCTION. WATERIAL COMPACTED BY HEAVY CONPACTION EOUIPhIENT AND N0T MORE THAN 4 INCHES IN LOOSE DEPTH o O 4VARRANiEE IS IMPUED,REGARDING THE ACCUft4CY OR COMPLETENESS OF WFORMATION SHOWN FOR � �% FOR MATERIAL COMPACTED BY HANDAPERATED TAMPERS. s y �� EXISTING UTILITIES ANO IIdPROVE6IENTS. 2. EXCAVATIONS SHALL BE ADEQUATELY SHORED,BR4CE�AN�IOR SHEETEO SO THAT THE EARTH WILI NOT � � 'o�o� 4_ IT SHALL BE THE OYYNEPoCOMTFLiCTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE DESIGN ENGINEER SLIOE NOR SETTLE AND SO THAT ALL EXISTING II�IPROVEA7ENT5 Of ANY KIND WILL BE FULLY PROTECTEO FR061 9� PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES AND UNIFORN.LY ALONG � � a �� UPON OISCOVERY OFANY FlELD CONFLICTS OR CHANGES IN CONOfTIONS.FAILURE TO 00 SO UPON DAMAGE.ANY DAAIAGE TO ADJACENT IMPROVEIdENTS SHALL BE THE RESPONSIBILITY OP THE CONTRAC i0R 7HE FULL LENGTH OF EACH STRUCTURE a DISCOVERY WILL V01�ClAlA15 F�R C011PENSATION AS EXTRA WORK FOR THAT WHICH COULD HAVE BEEN M!D NECESSARY REPAIRS OR REPLACEMENTS SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 10. LE6ALLY DISPOSE OF SURPLUS SOIL AIATERIAL AND WASTE M1fATERIALS OFF OWNER'S?ROPER7Y OR TO MITIGATED HAD THE ENGINEER BEEN NOTIFIED AT TIME OF DISCOVERY. a. UTILIN TRENCH BACKfILL:SHAPE BEDDMG COURSE TO PROVIDE CONTINUOUS Sl1PPORT FOR BELLS,JOINTS, DESIGNATED DISPOSITION AREA. SI�:a�Tii'�: 5. a+lY PROPOSED REVISIONS TO THESE PLANS SHALL BE RE4IEWED ANO APPRWED BY THE ENGWEER AND AND BP.RRELS OF PIPES.PIACE AND COP+IPACT INITWL BACKFILL,FREE OF PARTICLES IARGER THAN 1 INCH IN WHEN APPLICABLE,BY THE CITY ENGINEER,PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL BE HEL� ANY DIh1ENSI0N,PLACE AND COAIPACT FINAL BACKFILL TO FINAL SUBGRADE ELEVATION USING THE RESPONSIBLEPORANYFIEL�CHANGEStdAOEWITHOUTWRITTENAUTHORIZATI0NFR0�ITHEENGWEER.OR FouowiNcnureein�s: GRINDERPUMPANOLOWPRESSURESERVICELINEINSTALLATION CITY ENGINEER,WHEPE APPLICABLE.ANY DEVIATIONS OR CHANGES IN TFIESE PLANS WITHOUT OFFICIAL q BUILDING SLABS,WALNS,AN�PAVEMEMS:FINAL BACKFlLL�CLAS5111. 1. GRINDER PUMP STATION TO BE E�ONE DH152F-729 FLOOD PROTECTED STATIO�V.FGLLOW 7;IaW FACTURER'S SAN I TA RY APPROVAL OF THE DESIGN ENGINEER SHALLABSOLVE THE DESIGN ENGINEER OF ANY AN�ALL kEC0A1hIEN�E�INSTALLATION INSTRUCTICNS. RESPONSIBILITYOfSAI��EVIATIONORCHANGE. B. UNDER�L`I�WITHIN181NCHE50FF00TING5:CONCRETE. SEWER DETAILS fi. SHOULD IT APPEAR iHAT i HE WORK TO 8E DONE OR ANY AfATiER RELATIVE THERETO IS NOT SUFPICIENTLY 2. LOW PRESSURE SERVICE LINE TO BE DIRECTIONALLY BORED 1-114'pPS�PRESSURE RATED(SOR 13.5 OR DETNLED OR EXPUINED ON THESE PLANS,THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR C, ALL OTHER AREAS:SATISFACTORY SOIL�CLASS IV. ApPROVED EQUAL�H�PE PIPE WITH 6'MINIMUM BURY DEPTH. AN D G E N E RAL SUCH FURiHER EXPLANATIONS AS I,IAY BE NECESSARY. 4. PROTECT STRUCTURES.UTILITIES.SI�EWALKS,PAVEI�IENTS.EROSION AND SEDIh9ENTATION CONTROL,AND OTHER FACILITIES FROM DAMAGE CAUSEO BY SETiLE11ENT,LATERAL hIOVEMENT,UNDERMINING,WASNOUT, �� CONNECTION`NITH EJ(ISTING CfTY OF ASBURY MANHOLE TO BE MA�E WITH ACORE�CONNECTION AND N OT ES 1. SURFACE RESTORATION-RES70RE ALL DISTURBED SURFACES TO THEIR EXISTING CON�ITION.GAASSED AND OTHER HAZAR�S CAUSEO 8Y EARTH4VORK OPER4TIONS.CONTRACTOR RESPONSIBLE FOR REPAIRS TO FlEXIBLE WATERTI6HT CONNECTOR PER SUDAS SECTION 6010 3.05. AREAS SHALL HAVE 61NCHES(MIN.)TOPSOIL AN�SEED OR S0�PLACE�ACCORDING TO SUDAS�IVISION 9. DNdAGED SURFACES. GRANUI�R SURFACING SHALL BE PLACED ANO COLIPACTED TO A IdINU:fUM DEPTH OF 8'OR iHE EXISTING 4. ALL ELECTRICAL WORK TO BE COMPLETED IN ACCORDANCE WITH APPLICABLE CI iY AN�STATE COOES THICKNESS,IVHICFEVeR IS'dORE.SUPPLES1EN i Wlhl IONlA 00T GRADATION 11 STONE SURfACING AS INCLUDIPlG RECEIVIN6 PEFM1IITS AS NECES�ARY. NECESSARY. � Page 635 of 1000 � NOTES: ` ti _ _ _ � _ � � � Op . 1: LOW PRESSURE SANITARY SERVICE LINE WILL CROSS - � ' I HORIZONTAL SCALE IN FEET � 3 WATER SERVICE LINES ANDlOR SANITARY COLLECTION LINES THROUGH THIS AREA.FIELD � _ _ o zo ao V7 O� VERIFY LOCATION AND ELEVATIONS PRIOR TO 80RING. 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