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Home My WebLink AboutResolution 7206 II 11 111 1 1 1 11 LAND TYPE Abstract (A) DOC NUM 11004553 Certified, filed and/or recorded on Aug 31, 2021 1:00 PM Office of the County Recorder Hennepin County, Minnesota Amber Bougie, County Recorder Mark Chapin, County Auditor and Treasurer Deputy 173 Pkg ID 2305743C Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL ti1q NO. 1206 kESHoit!'� A RESOLUTION APPROVING THE FINAL PLAT OF ORONO CROSSING -FILE #LA21-000036 WHEREAS,the City of Orono (hereinafter the "City") is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS,David Weekley Homes, (hereinafter the "Developer")has an interest in un addressed property located at the NW corner of Willow Drive and Wayzata Blvd West within the City of Orono (hereinafter the "City") and legally described as follows: Outlot A, Stonebay Addition (hereinafter the "Property"); and WHEREAS, at its regular meeting on March 8, 2021 the Orono City Council granted approval for the Preliminary Plat per the findings and conditions of Resolution No. 7177; and WHEREAS, on April 21, 2021 David Weekley Homes, LLC through their agent made formal application for final plat approval for the Property; and WHEREAS,the Owners have agreed to comply with all conditions of Resolution No. 7177 and has completed or has agreed to complete all other requirements of the platting regulations of the City including: 1. Completion of all platting requirements and conditions of Preliminary Plat Resolution No. 7177. 2. Dedication on the plat of perimeter Drainage and Utility Easements as required in Resolution No. 7177. 3. Submittal of Minnehaha Creek Watershed District (MCWD) permits approving the grading, stormwater management facilities, Storm Water Pollution Prevention Plan (SWPPP) and erosion control plan. 4. Provision to the City of a title opinion for the Property and certified copies of all recorded easements currently affecting the Property. r,cLeak ._° `, CITY OF ORONO RESOLUTION OF THE CITY COUNCIL tiF �� NO. 7 2 06 l'kEsuo0' 5. Execution of a Development Contract including provision of financial security including a Letter of Credit and escrow to ensure that all site improvements are installed and maintained to the City's specifications and satisfaction, and to establish conditions for future development of the site. 6. Payment of development fees as follows: Engineering, City Administration(escrow) $ 10,000.00 Park Dedication Fee 120,350.00 Storm Water and Drainage Trunk Fee 31,328.10 Sewer Connection Charges 199,060.00 Water Connection Charge 161,690.00 Final Plat Fee 500.00 Total Cash Requirements &Fees $512,928.10 WHEREAS,City staff and consultants have reviewed the plans for this subdivision and hereby specify approval of each plan and identify them as part of the official record for ORONO CROSSING, all attached as Exhibit A: Exhibits A-1 through A-26 including: A-1: Final Plat Cover Sheet A-2: Final Plat A-3: Construction documents cover sheet A-4: Sheet 2 -Detail sheet A-5: Sheet 3 -Details A-6: Alta Survey A-7: Sheet 5—Site Plan A-8: Sheet 6—Grading and Drainage A-9: Sheet 7—Road Profile A-10: Sheet 8—Erosion and Sediment Control A-11: Sheet 9—Erosion and Sediment Control details A-12: Sheet 10—Utility Plan A-13: Sheet 11 —Utility plan and details A-14: Sheet 12—Utility plan and details A-15: Sheet 13—Storm Sewer Plan A-16: Sheet 14—Street and Storm Sewer plan and details A-17: Sheet 15— Street and Storm Sewer plan and details A-18: Sheet 16— Street and Storm Sewer plan and details A-19: Sheet 17—Filtration Basin details A-20: Sheet 18—Filtration Basin details �oMo CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7206 e4 •Es}IOCL� A-21: Sheet 19— Street Intersection details A-22: Sheet 20— Street Intersection details A-23: Sheet 21 —Landscape Plan A-24: Sheet 22—Landscape Schedule and Notes A-25: Sheet 23 —Photometric Plan A-26: Unnumbered—Colored Building Elevations All of the above noted plans are subject to any additional requirements of the Minnehaha Creek Watershed District and the City Engineer. NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No. 7177, the City Council of the City of Orono does hereby approve the plat of ORONO CROSSING, Hennepin County, Minnesota (a copy of which is attached as Exhibit B) subject to the following conditions: 1. Development within ORONO CROSSING is subject to the Conclusions, Orders and Conditions enumerated within Preliminary Plat Resolution No 7119, and subject to the provisions of the Development Contract for ORONO CROSSING dated July 12, 2021. 2. Upon completion by the Developer of the public water and sanitary sewer improvements as shown on the Construction Drawings (Exhibits A3-A22) within ORONO CROSSING, subject to final certification by the City Engineer that the work is satisfactory,the City will formally accept the utilities as public, and the City will maintain said facilities henceforth. 3. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director and City Engineer that all requirements of the platting regulations have been satisfied. 5. The aforesaid plat shall be filed by the City of Orono with Hennepin County on or before Dec 7, 2021 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. ( OiVCITY OF ORONO RESOLUTION OF THE CITY COUNCIL � No. 7 2 0 6 ESHOv" The approval granted by this Resolution shall expire if the conditions of this Resolution have not been met or the plat has not been filed by the date specified above. In that event, it will be necessary to file a new application with the City of Orono for subdivision review. Adopted by the City Council of Orono this 26th day of July, 2021. ATTEST: 1 /99a— UE2401 - Anna Carlson, City Clerk Dennis Walsh, Mayor (*ivcCITY OF ORONO RESOLUTION OF THE CITY COUNCIL e NO. 7206 KESH0v-t Exhibit A Plans and Specifications CITY OF ORONO RESOLUTION NO. 7206 ORONO CROSSING KNOW ALL PERSONS BY THESE PRESENTS: That Weekley Homes, LLC, a Delaware limited liability company, owner of the following described property situated County of Hennepin, State of Minnesota, to wit: Outlot A, STONEBAY. Has caused the same to be surveyed and platted as ORONO CROSSING and does hereby dedicate to the public for public use the public way(s) and/or the drainage and utility easements as created by this plat. In witness whereof said Weekley Homes, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this day of 202 Signed: Weekley Homes, LLC By: xxxxxx, Chief Manager STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of 202_ by xxxxxxxxxxxx, Chief Manager of Weekley Homes, LLC, a Delaware limited liability company, on behalf of the company. Printed Name Notary Public, My Commission Expires County, I Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 202_ Peter Goers, Licensed Land Surveyor Minnesota License No. 44110 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on this day of , 202_, by Peter Goers. Printed Name Notary Public, My Commission Expires County, Minnesota City Council, City of Orono, Minnesota This plat of ORONO CROSSING was approved and accepted by the City Council of the City of Orono, Minnesota at a regular meeting thereof held this day of 202_. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City on the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. By: , Mayor By: RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 202_ and prior to years have been paid for land described on this plat dated this Mark V. Chapin, County Auditor by , Deputy SURVEY DIVISION Hennepin County, Minnesota Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this day of 202 Chris F. Mavis, County Surveyor Clerk day of 202 by COUNTY RECORDER Hennepin County, Minnesota I hereby certify that the within plat of ORONO CROSSING was recorded in this office this day of 202, at o'clock M. Martin McCormick, County Recorder by Deputy i'l ALLIANT ENGINEERING SHEET 1 OF 2 SHEETS ORONO CROSSING i 6=20°03'13" / 56 50=89.77 N89°51' 12"W 89.92 0 /0 / �tK I co I I o o 0 r co PLS 41842ti O U T LOT A O �y \\ \ - DRAINAGE & UTILITY EASEMENT _4Jy O�\13 OVER ALL OF OUTLOT A 0 <� �) Di2� S89°51'12"E 109.06 \ 4 V / �1 i 38.06 22.00 22.00 27.00 g g R0 g0 6 1 0 0 /DRAINAGE & UTILITY EASEMENT ,nj6 / N66 220 0 0 0 0 " PER PLAT OF STONEBAY -�__ Q.� N �\, r r / 301 Nw o 11 12 � 13 � 14 / l co 00 00 PLS 44647 NNS, 10 w o 0 0 0 00 Cn Cn p L=19.58 Q 8 0 A=13°11'55" / 5.16 a' \� j6'- Oj I 112 INCH OPEN PIPE 85 CITY OF ORONO RESOLUTION NO. 7206 DETAIL A 0 NOT TO SCALE C O 'o / p `y L=15.87 - - 22.00 2200. 27.00 I o4J / 3� 20 ,=10°41'52" `� y �� / �p6• 2 SO o 2 i 689°51'12"E 107.16 7 \ O O v v / v20 6) S 22 0 v N N89°51'12"W ( 4 \\ v PLS 41842\ / 0` 22* c' j 232 \ 43.16 u' L 9p1 OO �'1 P \ 6150 x,65 11 I o O I 90° O OO '\ �2 6 \\ \ S6 32 �B \ L�27 • N N I \o�� co / p 2 s0 \2 \'30 OF�P /1 \\p%23°53 47 O. ; 2 A 5 ,� �� \ 3.80 N 3l/ / X00 26� sco- r' i \\ I 43.16 1 0 1\ �A /D/ / tP� 4 -OA=0'31'08" '\120 \\\ �O �'3 \ 32�g \� �10=23°53'4 =90°00'00' 7 5 1 / O uo L-14.45 �\1\ �� 02\� '> N08°58'13"W r 1 Dig g� p0 O. =1°35'31" \ 20 �. i \5gp. 63 \ / 21.57 m p1 / N42°40'03"W R 2 . coo, \\ \ p9 \\ p �. 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IN N89°51'12"W 69.97 A=11°02'00"� r 1 -7.4 �`�g 22°O o /, 2�9p 2 OUTLOT C ' f"ao /0 S89°03'47"E 72.15 \ �\ Cr \J a =14°17'56" g 26 p°� (b I z o 2 N o r N a L=11.80 \ 95 c�$'i �� \ 2'l \O N `a� o N M 0=22°32'22"! co I DRAINAGE & UTILITY EASEMENT o co ifl o � ,°'r, d j Off% O �P�� p'' -i- n - n i W N89°51'12"W 69.97 PER PLAT OF STONEBAY Cr\I 5 nl o �', M 19.81 �0D i` �y��\ 1 1 \ L_ - L < / \ 1 �I 0 1 0 II Ia v / �� 0 �/ v L_ LJ / o 0 0 0 N CI S89°03'47"E 75.86 a o C14L=11.02 R=50 15 \ \ ' I � N89°51'12"W N 17.13 S89°03'47"E 70.07 0 LM y L=13.81 I �P�O o �- - - - - - - - - - N89°51'12"W 69.97 \ \ 4 A=7°53'32___ N89°05'10'W 39.86 o N88°39'43"W \ ' �'��'� N88'50'46"W -! 87.10 8.66 1 \ L=7.47 p=4°16'38" 69�y 'L=8.16 \ -9.09 0 o < S88°51'54"E 95.96 O �' co N 20.T 0=3°01'13' p=6°40'33" �I\/( - \ _��L=33.16-----�-_----------- N � 17.21 � - - - - - - - N 6.10 '� 0 rM - _ A=27°08'32" A=27'08'32" N / 0 O \i90o\yd, I I I 17.02 Lv \ 0 0 0 0 0 N 0 r L 00 r w 0 Or 0 n CO N N O 2 b 3 b cc 5 LU 6 w 7 r0 w r0 r0 w y CD z 0 O o 0 J I / I N L- L J / \ 11 w O w 13 V O V � LO 0 LO N Ln < 00 L_ i L/ Q LO 0 0 N CI S89°03'47"E 75.86 a o C14L=11.02 R=50 15 \ O G� P 0026 _\ 10 A10� - - - � N89°51'12"W N 17.13 S89°03'47"E 70.07 0 LM y L=13.81 1=36°501 �P�O o �- - - - - - - - - - N89°51'12"W 69.97 A=2°12'21" 4 A=7°53'32___ N89°05'10'W 39.86 `O ` N88°39'43"W \ ' �'��'� N88'50'46"W -! 87.10 8.66 1 _ N S89°03'47"E 72.80 L=7.47 p=4°16'38" 69�y 'L=8.16 \ -9.09 0 _ 73.69 \` _ DRAINAGE & UTILIT71E�ASEMENT _ < S88°51'54"E 95.96 O �' co N 20.T 0=3°01'13' p=6°40'33" �I\/( - \ _��L=33.16-----�-_----------- -----=� � 17.21 � - - - - - - - N 6.10 '� 0 rM - _ A=27°08'32" A=27'08'32" S89°05'10"E 279.31 / 3 L=16.10 1 co �_ U 0 22.76 A=7°41'14"�o 27.00 06 N M _ S89°03'47"E 70.07 0 LM y L=13.81 L=4.62 ML0 1 w II J p=9°53'35" A=2°12'21" --- M -Ial --- 2 S89°03'47"E 70.00 1 S89°03'47"E 70.00 OUTLOT D DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT D /0 / / L - - - - - - - - - - - / 95.00 M 1 / > 22.00 27.00 LA O 27.00 LO 00 M ML0 1 w 27.00 V co 1 M It 22.00 0 25.41 00 o 20 1 20 z N M O --- --- 0 0 / \i90o\yd, I I I 17.02 Lv \ 00,86 0 13.90 22.00 22.00 27.00 27.00 22.00 22.00 27.00 27.00 22.00 22.00 25.41 3 0 0 0 0 0 0 0 0 r 00 r r0 Or 0 O O 2 b 3 b 4b 5 LU 6 w 7 r0 w r0 r0 w 0 O o 0 9 0 10 11 w 12 w 13 V V � LO LO Ln LSC) O 00 LO � Ln Ln Ln z z 0 z O z 0 0 z 0 0 0 0 0 0 Z Z z z z z 22.00 22.00 22.00 27.00 27.00 22.00 22.00 27t's.00 27.00 22.00 22.00 I 14.18 1 LO 0 LOr r 0 00 LU w 7t 0 0 0 l0 z 31.001 I r' I 32 m Iw z 0 I~ Q I0 to Iw Z iCn Q 100 w LO O O N CO w c1' 60 O °OO 20 32 I' O � 0 0 9 0o„ �'o�ro / Cnn vv �� v`� I O p,g C/0 ON 'Q S �0 I O OoQ�,O I -DRAINAGE & UTILITY EASEMENT oN 6tiop�0� 1 O� PER PLAT OF STONEBAY ro I Q,'��O'� 0 - - - - - 689°05'10"E 293.20// - - - - ---N '' OUTLOT B N - - - - - - - - - N nj O DRAINAGE & UTILITY EASEMENT 0 � O - N - 361.46 OVER ALL OF OUTLOT B 23.47 /- 25.001 1 S89°05' 10"E 456.46 S88051' 11 "E 48.47 I WAYZATA BLVD. WEST--- (COUNTY HIGHWAY NO. 112) \ A A \ /- 7 A -I- A r\ I \ r\ \ A r- -I- \ / \ / /_\ Y / /_\ I /_\ H v v / \ I L- / \ I / \ L J L_ v L/ v v L l\ /\ I N I -I- \ / I 11 /\ I I \ A A \ N I I I I I\ I I Y /1/ /\ y I\ I \ • \/ V I 1 I I I \ I 1 v v / -\ 1 1 v \/ O M L 1 L - J DRAINAGE & UTILITY EASEMENT PER PLAT OF STONEBAY / / 1 I / / PLS 40361 85 L - I J I J THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF OUTLOT A, STONEBAY WHICH IS ASSUMED TO HAVE A BEARING OF N00°08'48"E. • Denotes monument found 1/2 inch iron pipe, marked as shown o Denotes 1/2 inch x 18 inch iron monument set marked by license no. 44110 unless otherwise shown 0 15 30 60 SCALE IN FEET ALLIANT ENGINEERING SHEET 2 OF 2 SHEETS J, / ORONO CROSSINGS ORONO, MINNESOTA (PUBLIC R. 0. W.) �/ 0 / BL K4 r V0L� 1 2 3 4 D .L i UU ILL) I U BLOSSOM CIRCLE WAYZATA BLVD. WEST (COUNTYHIGHWAYNO. 112) (PUBLIC R.O.W.) N 0 20 40 80 SCALE IN FEET T CITY OF ORONO RESOLUTIOP DEER HILL RD. Walsfeld DEER HIL Lake DEVELOPER DAVID WEEKLEY HOMES 3 12900 WHITEWATER DRIVE or ""Q1 NY, RD. SUITE 180 "ORtiNcsIDE RD. cox TR. MINNETONKA, MINNESOTA 55343 °�. PH: 612-260-2310 KELLER RD. CONTACT: AZIZ SIDDIQUI \�� \� w �� a �\�L �� EM: asiddiqui@dwhomes.com J � � Tgtic © AVE. N. d 6th CONSULTANT DR. SHADO O Rp S�3 DR.yb00 Sale LAKEy fW OW" 49. SANDSTONE CIR,, �P� y°r ou �R ALLIANT ENGINEERING, INC. SP 50. STONE BAY DR.S x DICk z 51. CASCADE LA. L a k eo. cz�e 733 MARQUETTE AVENUE 52. BRIDGEWATER DR. <y �4'�S DAKOT SUITE 700 53. COBBLESTONE C 3 w, FARM RD r^ AVE 9 RD. MINNEAPOLIS, MN 55402 Se o�� m PH: 612-758-3080 m oQ.' 53. O SUGARWOOp PINe � FX: 612-758-3099 R OJE KELLEY 5 ®'T�0 D'C �' 4A. L N 13. SHAUGNESSY CIR PKWY.ENGINEER 112 WAYZATA LVD. W. \\\ 14. HARRINGTON CIR. 12 a �R 115. BOLLUM CIR. ✓y� < s� L N IS LA MARK RAUSCH V 'VDUSTRIAL BLVD.Qs2010 POP. 1,768 LICENSE NO. 43480 12✓. DANIELS m STn 146. BNSF ailwayh�— S ORION 1 2010 POP. 7,437 sI vER �Ew J`E d COPPER r WEAp CIR. VIEW DR.z o N a c 3 TI Z� SO—�l MERSET DR. W s ORCHARD LA. a'GENA ;LEN DEVIN LA. COLIN DR. TR. U 0 r,*IDE DR. LONGVIEW Clft. P mx c - VICINITY MAP NOT TO SCALE SHEET INDEX COVER SHEET CONSTRUCTION DETAILS EXISTING CONDITIONS PLAN SITE PLAN GRADING AND DRAINAGE PLAN GRADING PROFILES EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SANITARY AND WATERMAIN PLAN SANITARY AND WATERMAIN PLAN AND PROFILES STORM SEWER PLAN STREET AND STORM SEWER PLAN AND PROFILES FILTRATION BASIN CROSS SECTIONS STREET INTERSECTION DETAILS LANDSCAPEPLAN LANDSCAPE SCHEDULE AND DETAILS PHOTOMETRIC PLAN —J 1 �9 Ate- LICENSE NO. 44110 J� 15. o� ORCHPRO LANDSCAPE o M,(epOOw s��\fe. �- �� ARCHITECT R0N0 MARK KRONBECK LICENSE NO. 26222 NO. 1 2-3 4 5 6 7 8 9 10 11-12 13 14-16 17-18 19-20 21 22 23 NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames Cn Z W N U O O Z z' Z (n - O Ir o U LU W V Z CC O cc Z fn W O Z O o U U hereby certify that this plan, specification, o report Was prepared by m oundermy direct superMsion and that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA MARK RALSON, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 1 SHEET 1 OF 23 1' VARIES VARIABLE SLOPE 200% VARIES (SEE X -SEC'S) 4” CONIC SIDEWALK (2521) 4" AGGREGATE BASE CL 5 (2211) (INCIDENTAL TO WALK) NOTES: 1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0% 2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN COMMERCIAL AREAS OR ALONG COLLECTOR STREETS UNLESS OTHERWISE DIRECTED BY THE ENGINEER CONCRETE SIDEWALK NOT TO SCALE g�ONO SIDEWALK ARIOG BOLTON MxDP TE„ © & MENK oSTR-006o peal People. Real Solutions �OA'O STRUCTURE DESIGN BOLTON 4020W�/TRACER WI RE �, &MENK V DSTOP103n Real PeD Ie. Real Solutions. P J a°a0oao�°°°P .., V! TCH BAS N FRAME ADJUSTING RINGS AS PER SPECIFICATIONS �POMNEEUBBERTOPSECTON RUBBER BOTTOM SECTION EMIN60 MIL THILKNESSE TO BE ING—ED PER cTURERs RECO.. MENDATONs TCH BASIN STRUCTURE r�A TARY OR STORM SEWER MANHOLE FRAME ADJUSTING RINGS AS PER SPECIFICATIONS EOPRENE RUBBER TOP SECTION = 1 POM RUBBER BOTTOM SECTION E%'TERNAL BEE4'L SEE TO BE r INSTALLED PER MANUFACTURERS RECOMMENDATONS TOP SUB OR CONE SECTION SECTION 1 NOCATC, RH3067 OR APPROVED EQUAL FOR TYPE II AND NEENAH R4342 FOR TYPE I. 2. MANHOLE CASTINGS SHALL BF NEENAH NO 0 EQUAL WITH 8612&B6180612& 8618 CONCRETE CURB E, GUTTER CURB&GUTTER CATCH BPSIN AND MANHOLE EXTERNAL SEAL -BITUMINOUS CURB axVEP,[�G 4�*L• m� 0 - ? - DSTO-70SD Real People. ReaI SOIGH nS. � 0) y rxerwwu„FMOUNTABLE Pxe wnrwrt ,KKIOE"r.,ro co=rm r.rcnroeE „ CONCRETE RS &GUTTER � ¢ +IQO,VO /0°NO CURB&GUTTER AR 1. um BOLTON ®&MENK wI0.Ewrtx1x THE NtAN UF0. NOTTOSCALE RD„.N .... STHTR-003G NON-RIGIDSANITARY SE =NCH oSAND —L G BOLTON Ayunm & MENK Real People. Real Solutlon3 Real People. Real Solutions. CASTING AS SPECIFIED O GRADE MIN 3 MAKE CONCRETEADIUSTING RINGS WITH NON -SHRINK • � ': GROUTANDPUSTERED ^ Q3 3T 1/2” THICK INSIDE AND OUT PLACE BITUMINOUS MASTIC BETW EEN SERIONS (D BRING TRACER WIRE INTO - MANHOLE BELOW FIRST 48" ADJUSTING RING, PROVIDE 3 MIN COL GF TRACER WIRE WITHIN THE MANHOLE FILL ANNUUR SPACE AROUND PIPE WITH NON SHRINK GROUT INSIDE &OUT (TVP) SEE PUN FOR PIPE SIZE GROUTINVERT 02 CASTINGTO BER -1642 OR R -2501-C DEPENDING ON 3O RR PROPOSED HE TO BE SED WHEN PRECASTCONCRETE NON-CONDURIVE NOTES: BASE PIPE IS INSTALLED 1. TRACERWIREONLY REQUIRED WHEN DIRECTED BY THE CITY ENGINEER STORM SEWER STRUCTURE, DESIGN F NE, WITH TRACER NOTTO SCALE STRUCTURE, DESIGN F �C� [ TYPE "A"CONE WITH 's^VMf 7r: o No vurtxoE BOLTON (N MENK i� STO-101 Real Peopl, NOW Solutions. SEE CITY PUTS NO. STO7 FOR UPRAP PUCEMENT. ANCHOR CLIP TIE LAST3 PIPE INT=. USE 2 TIE BOLT FASTENERS PER ICINT INSTAL GO FROM TOP OR BOTTOM OF PIPE. PROV IDES ANCHOR CLIPS TO FASTEN TRASHGUARD TO FURED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. h TRASH Gu sZNG PIPE SIZE SARSW`D'H BOLTS +s• w'e 21?519' SIB ISOMETRIC 1B" aNre 4 w• 21— re 2r re e• Ire e• iMore 9' carer 1V4re B' , AONo SFLARNDEREDEION ND 0'a UR EA„"DD IL LOG . B NR BOLTON & MENK -� STO-600 Real PeOa e. Real $olutl0nx 1' VARIES VARIABLE SLOPE 200% VARIES (SEE X -SEC'S) 4” CONIC SIDEWALK (2521) 4" AGGREGATE BASE CL 5 (2211) (INCIDENTAL TO WALK) NOTES: 1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0% 2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN COMMERCIAL AREAS OR ALONG COLLECTOR STREETS UNLESS OTHERWISE DIRECTED BY THE ENGINEER CONCRETE SIDEWALK NOT TO SCALE g�ONO SIDEWALK ARIOG BOLTON MxDP TE„ © & MENK oSTR-006o peal People. Real Solutions �OA'O STRUCTURE DESIGN BOLTON 4020W�/TRACER WI RE �, &MENK V DSTOP103n Real PeD Ie. Real Solutions. P J a°a0oao�°°°P .., V! TCH BAS N FRAME ADJUSTING RINGS AS PER SPECIFICATIONS �POMNEEUBBERTOPSECTON RUBBER BOTTOM SECTION EMIN60 MIL THILKNESSE TO BE ING—ED PER cTURERs RECO.. MENDATONs TCH BASIN STRUCTURE ---D TARY OR STORM SEWER MANHOLE FRAME ADJUSTING RINGS AS PER SPECIFICATIONS EOPRENE RUBBER TOP SECTION \ / POM RUBBER BOTTOM SECTION E%'TERNAL BEE4'L SEE TO BE y INSTALLED PER MANUFACTURERS RECOMMENDATONS TOP SUB OR CONE SECTION SECTION 1 NOCATC, RH3067 OR APPROVED EQUAL FOR TYPE II AND NEENAH R4342 FOR TYPE I. 2. MANHOLE CASTINGS SHALL BF NEENAH NO 0 EQUAL WITH O � N o CATCH BPSIN AND MANHOLE EXTERNAL SEAL DETAILLOG 0 BOLTON & MENK ? - DSTO-70SD Real People. ReaI SOIGH nS. � .�r�.. m�m.E a......_.. PEDESTRIAN CURB AILLOS © BOLTON &SIDEWALK &MENK DSTRP007D: Real People. Real Solutions. O STORM SEWER 0 N STRUCTURE DESIGN BOLTON O 4022j/ TRACER WIRE &MENK aV D5T0-104 � Peal People. Real Solutions. J 1. RUBBER GASKET ITYPICALL Z IAIRIU SAL TO E 7 ---D , AxAREDE0By ENGINEER § STOP a°P GRANULAR O ENGINE11IFTTERTGHrSES" -DE -B SIGN PUBI BLACK LETTERING ON WHOE BACKGROUND PRIVATEEADS660WHITE LETTERING ON GREEN BACKGROUND 34"SIGN PLATE MINIMUM; 48" SIGN PLATE MAXIMUM N2.5 U CHANNEL GALVANIZED SIGN POST 0 PRECAST CONCRETE CONE SECTION --a— SPECIFIED SI S Iwx6NESPCC F FOIH M NE � 6. DE v,MTx BITUMINOUS +IQO,VO STR-030 CRCUMFERENCE(IFEN SPEFIED) RRBI PEOPIe. Real SKI'llons. 0 wI0.Ewrtx1x THE NtAN UF0. NOTTOSCALE \I PUN VIEWS SANITARY MANHOLE WITH TRACER WIRE NOTTO -E MANHOLE"TIVLTO N W ITRACEERxoIREENKyY "cc,SAN-000peel People. Real Solutions. nxGOR NING NOTES: 1 ECCENTRCCONE SECTONINAYBE USED IN OEEP STRUCTURES TO AVO 0 MORE THAN 4 ADIUSTING RINGS w 1 2. PIPE CMUTS TO BE UO- AG SPE3S EL STEEL PLASTIC STEPS SHALL BE A POLYPROPYLLNE PLASTIC RE NFORCED W RR A NO2 DEFORMED mr BRING ETL ROD GRADE E R NG TRACER WIRE INI MANHOLE BELOW FIRSTADJUSTING RING, PROVIDE SECTIONAL VIEW G'MICall. OFTEhEER WIRE MANHOLE N DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS OTHERWISE SPECIFIED ON PIANS WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN NMTOSCAF LLED 7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER DIRECTED By THE DRAINAGE STRUCTURE V'ONO WITH SUMP, BOLTON P WITHE�RA�CEBR:IRE &MEN K STO-105 peal people. Real Solutions FINISH EDI 10'TYP �ul� SURFACE 2"%4'WOOD MARKEFI MINABOVE GRADE BRINGTRACER WIRETOSURFACE NOTE: z� ANDTERMINATE WY ES, BE NDS AND PIPE Fr INACCESSBOX SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD PUNSANDSPECSMARKER WATERTIGHT TRACER WIRE CAP (INCIDENTAL) BEND AS REQUIRED (INCIDENTAL) (45• MAK PER BEND) ATTACH TRACERWIRE f- TO'EWER MAIN WITH STAINLESS STEEL CLAMP, COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP, RISER ON UNDISTURBED COATCONNECTION TRENCH WALL WITH 3M SCOTCH ROTE OR APPROVED EQUAL 45•BEND SEWER SERVICE SLOPE 8 O REQUIREMENTS MIN 1.0% SPECIFIED 4 WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5% SPECIFIED OTHERWISE GRAVITY SEWER AS SPECIFIED REFER TO TRENCH DETAIL FOR INSTALUTION REQUIREMENTS SANITARY SEWER SERVICE RISER, NEW CONSTRUCTION, WITH TRACER WIRE ACCESS BOX NOT TO SCALE SANITARY SONER SERVICE I SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK =71M01 F" People. Real SDIBIIDns. V [T {CQM DBACKF FILL� GI F AS SPECIFIED EXCAVATION RC PIPE 12" (MIN) CLASS AS SPECIFIED SHAPE BOTTOM TO HA PIPE DIA B gTQ1 PIPE Oo.3s D, 36.OR LE55 Bc+2C• a PROVIDE BELL HOLE 42•TO 54" SxBc ATEACHIE(IF B E"DROVER &+36' REQUIRED) RC PIPE BACKFILL WITH SEIEREO `COMPACIEDBACKFIUI MATERIAL FROM EXCAVATION ASSPECIFIED Bc 1r (MIN) B RC PIPE %PE OM C CUSS AS pep 36"OR IF.SS B+N" PECIFIED O.1S Bc "DSC" 1.SdL Bc E'OROVER 8+36" O.68c EI US, UUR B BEDDING RC PIPE CLASS "B" BEDDING O O RC PIPE BEDDING BOLTON DD„DP B„D ©&MENK 570-000 Real People. Real Solu[ion5 10” 5 3O' 10 s s m�❑ I ICATOI BAIRN PUN BASE SUB PLRN NOTES. AX 6D—RTA 1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE 0AGBIRERNGSPEFEDONPIANS ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING GRQUTRECTORS S,RACRWRNN,�uaNBA%NREEWnRM S, TRACER -18 FINE IS II BE USED WHEN NON-CONDUCTIME ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY CATCH BASIN STRUCTURE DESIGN R-1 (2'x3') WITH TRACER WIRE pONO STR (TUBE W'FTIHN BOLTON 'U oERBIR ISE &MEN K ��y� SMTO-106 Real People. Real SUIGU s. Harbor R �COMPACTED ASSPECIFIED PIPEMATERIAL' STOP 3R .1 30) R'-' GRANULAR O STREETS ' 2 3. 1. -DE -B SIGN PUBI BLACK LETTERING ON WHOE BACKGROUND PRIVATEEADS660WHITE LETTERING ON GREEN BACKGROUND 34"SIGN PLATE MINIMUM; 48" SIGN PLATE MAXIMUM N2.5 U CHANNEL GALVANIZED SIGN POST c FINISHEDGRADE I I I I I I I I I I I I I I LJ STOP & STREET SIGN NL SPECIFIED OD e STREET SIGN"(D BOLTON & MENK +IQO,VO STR-030 RRBI PEOPIe. Real SKI'llons. nxGOR NING NOTES: 1 ECCENTRCCONE SECTONINAYBE USED IN OEEP STRUCTURES TO AVO 0 MORE THAN 4 ADIUSTING RINGS w 1 2. PIPE CMUTS TO BE UO- AG SPE3S EL STEEL PLASTIC STEPS SHALL BE A POLYPROPYLLNE PLASTIC RE NFORCED W RR A NO2 DEFORMED mr BRING ETL ROD GRADE E R NG TRACER WIRE INI MANHOLE BELOW FIRSTADJUSTING RING, PROVIDE SECTIONAL VIEW G'MICall. OFTEhEER WIRE MANHOLE N DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS OTHERWISE SPECIFIED ON PIANS WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN NMTOSCAF LLED 7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER DIRECTED By THE DRAINAGE STRUCTURE V'ONO WITH SUMP, BOLTON P WITHE�RA�CEBR:IRE &MEN K STO-105 peal people. Real Solutions FINISH EDI 10'TYP �ul� SURFACE 2"%4'WOOD MARKEFI MINABOVE GRADE BRINGTRACER WIRETOSURFACE NOTE: z� ANDTERMINATE WY ES, BE NDS AND PIPE Fr INACCESSBOX SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD PUNSANDSPECSMARKER WATERTIGHT TRACER WIRE CAP (INCIDENTAL) BEND AS REQUIRED (INCIDENTAL) (45• MAK PER BEND) ATTACH TRACERWIRE f- TO'EWER MAIN WITH STAINLESS STEEL CLAMP, COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP, RISER ON UNDISTURBED COATCONNECTION TRENCH WALL WITH 3M SCOTCH ROTE OR APPROVED EQUAL 45•BEND SEWER SERVICE SLOPE 8 O REQUIREMENTS MIN 1.0% SPECIFIED 4 WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5% SPECIFIED OTHERWISE GRAVITY SEWER AS SPECIFIED REFER TO TRENCH DETAIL FOR INSTALUTION REQUIREMENTS SANITARY SEWER SERVICE RISER, NEW CONSTRUCTION, WITH TRACER WIRE ACCESS BOX NOT TO SCALE SANITARY SONER SERVICE I SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK =71M01 F" People. Real SDIBIIDns. V [T {CQM DBACKF FILL� GI F AS SPECIFIED EXCAVATION RC PIPE 12" (MIN) CLASS AS SPECIFIED SHAPE BOTTOM TO HA PIPE DIA B gTQ1 PIPE Oo.3s D, 36.OR LE55 Bc+2C• a PROVIDE BELL HOLE 42•TO 54" SxBc ATEACHIE(IF B E"DROVER &+36' REQUIRED) RC PIPE BACKFILL WITH SEIEREO `COMPACIEDBACKFIUI MATERIAL FROM EXCAVATION ASSPECIFIED Bc 1r (MIN) B RC PIPE %PE OM C CUSS AS pep 36"OR IF.SS B+N" PECIFIED O.1S Bc "DSC" 1.SdL Bc E'OROVER 8+36" O.68c EI US, UUR B BEDDING RC PIPE CLASS "B" BEDDING O O RC PIPE BEDDING BOLTON DD„DP B„D ©&MENK 570-000 Real People. Real Solu[ion5 10” 5 3O' 10 s s m�❑ I ICATOI BAIRN PUN BASE SUB PLRN NOTES. AX 6D—RTA 1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE 0AGBIRERNGSPEFEDONPIANS ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING GRQUTRECTORS S,RACRWRNN,�uaNBA%NREEWnRM S, TRACER -18 FINE IS II BE USED WHEN NON-CONDUCTIME ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY CATCH BASIN STRUCTURE DESIGN R-1 (2'x3') WITH TRACER WIRE pONO STR (TUBE W'FTIHN BOLTON 'U oERBIR ISE &MEN K ��y� SMTO-106 Real People. Real SUIGU s. SOLUTION ). 7 ALL AI NT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekley Hames ---- .doomp N I— Z CW C N U O O Z FnC Z ''^^ F- O V/ O o U U Z O J O o Z LUH O o U o hereby certify that this plan, specification, o report w o prepared by m Under my direct supervisionand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA �Jq MARK RAUS/ CHVPE 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 2 SHEET 2 OF 23 BACKFILL �COMPACTED ASSPECIFIED PIPEMATERIAL' AS SPECIFIED1� GRANULAR 12"MIN) AND ENCASEMENT V,,\ MATERIAL AS SPECIFIED OD e TRACER WIRE AS SPECIFIED, TAPE TO PIPE AT 5' INTERVAL, PLACE WIRE BELOW SPRING LINE 6„ OD+24" NON -RIGID SANITARY SEWER TRENCH NOTTOSCALE \I NON-RIGIDSANITARY SE =NCH oSAND —L G BOLTON Ayunm & MENK Real People. Real Solutlon3 SOLUTION ). 7 ALL AI NT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekley Hames ---- .doomp N I— Z CW C N U O O Z FnC Z ''^^ F- O V/ O o U U Z O J O o Z LUH O o U o hereby certify that this plan, specification, o report w o prepared by m Under my direct supervisionand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA �Jq MARK RAUS/ CHVPE 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 2 SHEET 2 OF 23 a G STEELT POST MARKER PAINT UPPER PROPOSED FINISHED 9'TY 12" BLUE (INCIDENTAL) STREET ELEVATION 1, _CURB STOP & BOX w w POLY WRAPPED 0 0 1"COPPER SERVICE EXPANSION 0.5'FEARED&CRIMPED LOOP O V PERFLA SERVICE C LINE (INCIDENTAL) 22' MAX 1" CORPORATION STOP AND CONCRETE BRICK WATERMAIN TAPPINGMI)DLEASREQUIRED (AS SPECIFIED) (PIACEELBOWTO MAINTAIN COVER AS NEEDED) WATER SERVICE INSTALLATION NEW CONSTRUCTION NOT TO SCALE MTEDRSER ICE ALLW , ©&MENKINSTALLATI BOLTONNNEWCONR L WAT-300 Real People. Real Solu[ionx WA I�Rx� oosR moOR�ArnL1B�wLHAYTAILE N FQU vP 91M. R niAG AA I", An LU] FTAF 0 S. WTE VAFV VWWI A11DVED EQUAL, IoLENT N ]G gCWF NUN R NUANI .v�iE Evanox LVE A Yr F P..;;Do ANOUDRNAND GA{BFeanD —1111N Do onr SALE ®EVERri Nr Are00T SM2.) M,wMU.R11To BE -11 N 01 IABWEWEEPUSLES I IUNLl'" TED RC EANNG 0Y.ERw.ONP.A., „E RIDNEEESxD D� xsl �RA„ DCURB PD"T_DATAEuosns. xTSAxD HYDRANT INSTALLATION, MEGALUGS HYDRANT POND INSTALLATION, BOLTON MEGS 06 &MENK WAT-000 Real People. Real Solution, WITH TRACER WIRE PROVIDE GROUNDING - ANODE, CONNECT TO NEW & EXISTING TRACER WIRE CC PC El=ENT GTEEI FeNCE iD coRPDRATIQNsna, E N'COPPER 1— H I- IN- I NOCK MARNER C.NFCNAH.N STOP CURB STOR' IN Co. BOX EospnaPLRoveD By oa„DORH-toaD4 OS .RTV ED IN FORD EM 2 PON° DETAIL SEWER AND WATER BOLTON ERVICE CONNECTIONS Q &MENK ' DWAT-101 Real PeoPle. Real Solution, O CONCRETE P NO THRUST BLOCKS Q BOLTON MLENK \�� C DWAT-206 Real PeD Ie. Real Solutions. P J WIRE CONNECTOR AS IRET SPECIALOVER CURET STOP BOX ER WIRE TRACER TRACER WIRE TERMINAL OTHER DETAILS SEE OTHER DETAILS FOR AT HYDRANT Mw GROUNDING ANODE INSIDE CASTING lJ® ora® GRANULAR BEDDING & O CONCRETE P NO THRUST BLOCKS Q BOLTON MLENK \�� C DWAT-206 Real PeD Ie. Real Solutions. P J WIRE CONNECTOR AS IRET SPECIALOVER CURET STOP BOX ER WIRE TRACER TRACER WIRE TERMINAL OTHER DETAILS SEE OTHER DETAILS FOR AT HYDRANT TRACER WIRE CONNECTION GROUNDING ANODE INSIDE CASTING . CONpRETE• yypp a°V4D"" EXISTING WATERMAIN, BACKFILL A 11 NO EXISTING TRACER WIRE PIPE DRILL HOLE TO PASS TURF 4" DIAMETER CENTERING RING PRO VIDE GROUNDING 12" MIN GRANULAR BEDDING & LOOP 2' OF EACH ENCASEMENT MATERIAL ANODEATTRACERWIRE AS SPECIFIED _ WATER SERVICE ITYPI TRACER WIRE WITH BLUE 6" DEAD END(TYP) LENGTH) TAPE TO PIPE AT V INTERVALS, JACKET TO WATERMAIN SEE OTHER DETAILS FOR 00+24" Ld(INCIDENTAL) TRACER WIRE CONNE RION GROUNDING ANODE WITH RED f INSIDE DIAMETER AT CURBSTOP OR BLACK TRACER WIRE P°NO RIGHT OF WAY (TVP) EAUL W NOTES: T7_ 17UUMBER OF SERVICES, CASTINGS AND TRACER WIRE ACCESS BOXES REQUIRED PER BLOCK & MENK VARIES. REFER TO UTILITY PLAN SHEETS, & MENK 2. CONNECTIONS TO EXISTING WATERMAINS AND TRACER WIRES VARY BY LOCATION. •a�iai�if:�t 1 1 I 11 L� 3. DO NOT CAD WELD TRACER WIRE TO DUCTILE IRON PIPE. TRACER WIRE SYSTEM SCHEMATIC - WATER DISTRIBUTION NOT TO SCALE NEW WATERMAIN DEAD END SNB FOR FUTURE EXTENSION -PROVIDE GROUNDING ANODE ATTRACER WIRE DEAD END CONTINUATION OF PROJECT UMITS PROVIDE GROUNDING ANODE AT TRACER WIRE DEAD END. DO NOT CONNECT TO IRON PIPE ISTING IRON MAIN POA. DETAIL LOG ® BOLTON _ onoeoPurENo: TRACER WIRE SYSTEM REVISIONS: DATE: WAT-310 SCHEMATIC- WATER creates ADIDetzoLs &MEN K II z DISTRIBUTION Real People. Real Solutions. I TRACER WIRE WATER SERVICE SERVICE SADDL \ TAPE @ VI NCREMENTS WATERMAIN. TRACER WIRE GEL -FILLED WIRE NUT AS SPECIFIED NOTE: TRACER WIRE, CONNECTORS, AND TAPE ARE INCIDENTAL TO WATER SERVICE INSTALLATION WATER SERVICE TRACER WIRE CONNECTION NOT TO SCALE PO'V'O. TRACER �7e• WATER RIEE ILLOG TRAERWIBOLTON CONNECTION& MENK WAT-102 Neal People. Real Solutions. SEE NOTE 4 -SEE NOTE 0 PLAN 90° BENDS PLAN 45° BENDS SEE IZIIETE BE THIS QUADRANTPPE C%, S2. BE TERIA ON DIS FIRE CONCH SECTION A -A PLAN 221/2° BENDS POND CONCRETE DETAIL I BOLTON THRUST BLOCKING & MENK uWAT-207 Real People. Real Soluti a naTeaRoixxD, e.neP LA RTOPOPw RAIN. E NUELL 1101,1 S YELE N, ER xo. 2nRUT wReou v e eo evPvsTECRouxo. vewe ea Il \/'TSR DoarveE o US .ALV US+ E �a IDG, A— � 1 sIADAPTORLVE ADAPTOR. 11 ADACTORoRE CAiE VALVE 11 /1 1 1 1 W TH ounlcoAT xc GATE VALVE ADAPTOR `-LI esT ENEc cAEEE vu eLLEI o xm TDHUE - - GATEVALVEADATORTO AN TIRAL ABSORB ANY PRESSURE OR GATE VALVE MOVEMENT CAUSED BY ROAD TKARRC GATE VALVE & DETA LLOG BOLTON eoDlNl'AM*LEANToION ®&MEN K DR..WAT400 Real People. RealSolutions. TRACER WIRE ACCESS AT HYDRANT NOT TO SCALE 00,IKgceH wIHE ACCESS AT BOLTON RUN°Rt, . &MENK uWAT-300 Real P1.111 Real Solution, BACKFILL FASTEN BOTH WIRESTO rrCOMPACrED / AS SPECIFIED PIPE DRILL HOLE TO PASS SPECIFIED AS SPECIFIED 4" DIAMETER CENTERING RING 12" MIN GRANULAR BEDDING & LOOP 2' OF EACH ENCASEMENT MATERIAL O OD AS SPECIFIED PIPE (FIELD CUT TO 6" TRACER WIRE AS SPECIFIED LENGTH) TAPE TO PIPE AT V INTERVALS, PLACE BELOW SPRING LINE 00+24" Ld(INCIDENTAL) PVC WATERMAIN TRENCH INSIDE DIAMETER NOTTOSCALE P°NO PVCWATERMAIN EAUL W BOLTON & MENK oE`" u„�„ & MENK Real People. Real SDlutions. •a�iai�if:�t 1 1 I 11 L� WAT-200 Real People. Real Solution. TRACER WIRE ACCESS AT HYDRANT NOT TO SCALE 00,IKgceH wIHE ACCESS AT BOLTON RUN°Rt, . &MENK uWAT-300 Real P1.111 Real Solution, ITY OF ORONO 45'BEND (TYP) SEWER PIPE 18' MIN �SANDCUSHION INSULATION MI SLEEVE MEGALUG RESTRAINT AT EVERY JOINT 6” MIN NOTES: 1. PROVIDE MEGALUG RESTRAINTAT101NTON BENDS AND AS SHOWN THIS DETAIL 2. COAT gLLANCHOTAGEASPERSPECS 3. PROVIDE SAND CUSHION BETWEEN TOP OF WATERMAIN AND BOTTOM OF SEWER PIPE, MIN DIMENSIONS AS SHOWN THIS DETAIL (INCIDENTAL) 4. INSULATION TO BE 2" THICK POLYSTYRENE WATERMAIN OFFSET NOTTaSCALLE DC PON° WATERMAIN NIL LOG BOLTON DOFFSET _ M � & MENK WAT-203 Real Peope. Real Solu[ionx FINISH GRADE EXTEND WITHIN 6" OF TOP COVER FASTEN BOTH WIRESTO INSTALL PVC CAP, 2" SQ NUT DRILL HOLE TO PASS ON CURB BOX TOP 4" DIAMETER CENTERING RING (INCIDENTAL) 3/8" SET BOLT LOOP 2' OF EACH BLUE JACKET TO 13/2' SQTUBE WATER SERVICE PIPE (FIELD CUT TO 2" DIA SCH 40 PVC TRACER WIRE WITH RED LENGTH) OR BLACK JACKET TO 2-1/B" X 2-1/8" Ld(INCIDENTAL) TRACER WIRE CONNECTED TO CURB BOX INSIDE DIAMETER P°NO ADJUSTABLE VALVE EXTENSION STEM NOTTOECAu POND ADIUSTABLE VALVEEXTENSIONBOLTON RD„DPIATEND DWAT-4o3 I a-., LW & MENK Real P.S. Real Solurions. Real People. Real SDlutions. •a�iai�if:�t 1 1 I 11 L� ITY OF ORONO 45'BEND (TYP) SEWER PIPE 18' MIN �SANDCUSHION INSULATION MI SLEEVE MEGALUG RESTRAINT AT EVERY JOINT 6” MIN NOTES: 1. PROVIDE MEGALUG RESTRAINTAT101NTON BENDS AND AS SHOWN THIS DETAIL 2. COAT gLLANCHOTAGEASPERSPECS 3. PROVIDE SAND CUSHION BETWEEN TOP OF WATERMAIN AND BOTTOM OF SEWER PIPE, MIN DIMENSIONS AS SHOWN THIS DETAIL (INCIDENTAL) 4. INSULATION TO BE 2" THICK POLYSTYRENE WATERMAIN OFFSET NOTTaSCALLE DC PON° WATERMAIN NIL LOG BOLTON DOFFSET _ M � & MENK WAT-203 Real Peope. Real Solu[ionx FINISH GRADE CURB STOP BOX FASTEN BOTH WIRESTO INSTALL PVC CAP, TRACER WIRE TERMINAL DRILL HOLE TO PASS ON CURB BOX TOP W IRE THROUGH (INCIDENTAL) TRACER WIRE WITH LOOP 2' OF EACH BLUE JACKET TO TRACER WIRE IN WATER SERVICE PIPE 2" DIA SCH 40 PVC TRACER WIRE WITH RED PIPE, 24" LONG OR BLACK JACKET TO GROUNDING ANODE Ld(INCIDENTAL) TRACER WIRE CONNECTED TO CURB BOX NOT TO SCALE P°NO CONINNECTCER ,EOTOBOLTON o„o�BO &MEN K a WAT-308 Real P.S. Real Solurions. RIPRAP AT RCP OUTLETS SOLUTION O. 7& ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com eeDavid k e WeY Hames .doo�--- cn I— Z LU C N U O Z N < Z O 0 o U Irw U Z O H J Z o N Q oC o O w O o U o hereby certify that this plan, specification, o report w o prepared by m under Try direct supervisionand that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL -PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 3 •a�iai�if:�t 1 1 I 11 L� SOLUTION O. 7& ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com eeDavid k e WeY Hames .doo�--- cn I— Z LU C N U O Z N < Z O 0 o U Irw U Z O H J Z o N Q oC o O w O o U o hereby certify that this plan, specification, o report w o prepared by m under Try direct supervisionand that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL -PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 3 R, 256.50 1.5 L.=89.77 RE:Lozzlz 102 IF: 1018.57 �� 211e 4i1.1 Q 20°03'13_ _ _ oI1.0 020.9 �1 A31021.2 Ion 1020.2 12 0.8 68 / ` wrc 1020.3 2 117 1 Q°'3 21 G113"/ / - \ (PUBLIC R. N89°51'12"W v" RE_I01_9_88_ �. ZQ N` IE: 1016.43(N V �I o2` z. i�( i s bio amfi.ol(w , o A< i ' - 1020.3 �{ d pI 23 021.0) v.z Z I �I021_ 1023.3 -PLS 40361 1p2L2-/ �RE1021_5( Il,r ____q5 __qp__ -� Ip\_ 1 '022'2 IE: 1015.31 W) BENCHMARK 1 �C3 023.8 `, IE: 04.86(W) 10232x I RE: 10 1.64 Dz27 `-PLS 41842 1/2" PIPE 023.1 1 \,1n ROX. LOC. APPROX. L IQ n S ' /a 24.2 18" STORM. STUB 6" WA7. STUB � 10 3.7 (1021.8 X1022.2 _ X1022.1 V _ if025.5�✓ , l 01 24.1 �g0 03 / 5�9h6 s / PILE -- 6 9 0 .tib v a1 1a°11 2 ` '-, RE, 1025_52 X6.6 __ ory ` v" / IE: 1013.87(E) / GV X1021.6 X1021.8 10.9 L IE: 1013.4 W I 6 � - `-PLS 418420201 X 1020 4 T ,. RE: 1026.67 __ I E. 1005.29 N) 2 WtR N o 1E: 1005 0 7(5) 11 1024.9-1 026.3 aWz� 1025:0 I . 1020.60 68� BW . x1019.3 L FE S= BWX e.a 100931-"\o1.z6� PID: -131182-1110061 OWNER: DANLSTORM, LC ADDRESS WATER ELEV. 1009.0 11/11/20 0 25 50 100 SCALE IN FEET S 44647 TOP/BOTTOM OF RETAINING WALL X1022a -� tons �� P ROX. LO_C. NO BUILDINGS OBSERVED 18'r STORM. STUB GRASSY FIELD - X1- 2 ^ l _ X1020.4 X1121.3 XIo XI- PID: 3311823/10060 OWNER: CENTRAL ORONO, LCC X1o1s.zA00RESS: N/A X1o19.e X1020.2 X1023011Lu (..� 2 >a �� "IRF 021-X X1021.5 I O O X1021.4 1� 112010vPOP. 2010 POP. �? DANIELS m = ST C) J � ORCC HARD LA. X1021.0 x / X1020.6 X co � a \N rn t`2 1oz1.sJ APPROX. LOC. 6'r WAT. STUB, W L <PPROX. LOC. zo.a X1018.2 \l \l V L L• 6 STB -_ O -10 1 20 .63 xIDl7.7 X1018.3 XIDI8.6 XI019.o X1019.3 %�\ Z 021.2) 8W. a X1017.2 x1,17.2 OUTLOT A )IT6.3 )(1.16.9 X1017. X1018.3 xID18.1 X1018.6 x1019.2 Ion 10219 RE: 1015.94 RE: 1021.74 IE 1001.54(NY1017,2 RE 1018.49 IE: 1003.28" ' IE: 1001.52(E) X1018.11 X1018.4 IE: 1003.II�W) 11 IE: 1001.41(W) X1017.0 x1an. X1o1a.a IE: 1003.15(NE 1018 RE_1017.44 DRAINAGE & UTILITY EASEMENT PER x 11 41(Ww'-' STONEBAY PLAT % 1019.6 PLS'14 1- ms7 1016.5 6.8=-0filJ.l� I - _I--------------D_Y PVC x " s�Tf - �U - 1E: 1014.�__ T T S89105110"E 456.46 10160 X 101 GUARD RAIL 1 �� 1102�� YZATA BLVD WEST (COUNTY O. 112)112) CULVERT (PUBLIC R.O.W.) NOTRFOUND - S88°51' � 1"E 48.47 I CITY OF ORONO RESOLUTION NO. 7206 TABLE A ITEMS 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2.Address of the property is not available at the time of survey. 3. The property lies within Zone X (unshaded - areas determined to be outside the 0.2% annual chance floodplain) of Federal Emergency Management Agency (FEMA) Flood Insurance Community Panel No. 27053CO302F, effective November 4, 2016. 4.The area of the some described property is 160,694 Sq. Ft. or 3.689 Acres. 5. Contour lines depicted hereon are based on ground measurements and referenced to NAVD 1988. 6(a). A zoning letter was not provided to surveyor at time of survey. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 11. The locations of existing utilities on or serving the property are depicted based on Gopher State One Call Ticket No. 203082894, dated 11/03/2020, available city maps, records and observed evidence locations. Lacking excavation, underground utility locations may not be exact. Verity critical utilities prior to construction or design. 13. Names of adjoining owners are depicted based on Hennepin County GIS tax information. 16. There was no observed evidence of earth moving work or building construction at the time of our field work. SCHEDULE B, PART II EXCEPTIONS The following are survey related exceptions set forth in Schedule B, Part II of the herein referenced Title Commitment: 10. Terms and conditions of Declaration, dated June 6, 2003, filed July 16, 2003, as Document No. 8104192. Affects the surveyed property and blanket in nature. 11. Terms, conditions and easements of Flowage and Conservation Easement Agreement and Waiver of Damages, dated July 9, 2003, filed July 16, 2003, as Document No. 8104193. Does not effect the property . 12. Drainage and utility easements as shown on the Plat of Stonebay, filed July 16, 2003, as Document No. 8104194. Affects the surveyed property and depicted hereon. 13. Terms and conditions of Declaration of Easements, Restrictions and Covenants for Stonebay, dated July 28, 2004, filed July 29, 2004, as Document No. 8406752. Affects the surveyed property and blanket in nature. VICINITY MAP NOT TO SCALE DR. SHAD% 54� DR.(�%4PeW2o Sq LAKEyfw o Dlck % SGourirgy R T11a7 �O k o q 2827 a2Zw o W' FARM 111 A RKW LVD. 5iE 2 >a �� "IRF ORONO £ a_ 1� 112010vPOP. 2010 POP. 7,437 12 � �i,•77\ DANIELS m = ST 146 5tP st � ORCC HARD LA. OWDY T' /1 CENT P AR Q RAL F q WOODHAiEN DR. �R GLENDa��4 N N rc a A 3 uPpFP+�P' J`T 15 T 1\\YI SILVER NEW ELM A. GLf�i GRA ND AVE. 4 _ 0 w. a� N 31 ` n% o rc OR nW PROPERTY DESCRIPTION Oudot A, Stonebay, Hennepin County, Minnesota. Abstract Property CERTIFICATION To Weekley Homes, LLC, a Delaware limited liability company, Central Orono, LLC, a Minnesota limited liability company, and Stewart Title Guaranty Company: This is to Certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 8, 11, 13 and 16 of Table A thereof. The field work was completed on November 11, 2020. Date of Plat or Map: December 1, 2 )20 Pete Goers�onal Land Minnesota License No. 44110 Email:oars alliant inc.com P9 @ NOTES 1. This survey and the property description shown here on are based upon information found in the commitment for title insurance prepared by Stewart Title Guaranty Company, file no. 01040-23573, dated August 19, 2020. 2. All distances are in feet. 3. The basis of bearings is assumed. 4. Benchmark 1: Top nut of hydrant located at the SW corner of Kelley Parkway and Willow Drive has an elevation of 1023.44 feet NAVD 88. 5. Benchmark 1: Top nut of hydrant located along Kelley Parkway, 99.7 feet from the most northwesterly comer of Outlot A, has an elevation of 1029.63 feet NAVD 88. 6. The existing house across Kelley Parkway from subject property is depicted per aerial photography. LEGEND O SET CAP IRON MONUMENT 44110 FO UNDERGROUND FIBER OPTIC h• FOUND IRON MONUMENT WATERMAIN Y HYDRANT >> STORM SEWER g WATER VALVE D SANITARY TELEPHONE BOX OU OVERHEAD UTILITIES (S) SANITARY MANHOLE X GUARD RAIL ^ate- SIGN G UNDERGROUND GAS ❑ CATCH BASIN O CONCRETE TR TRANSFORMER 0 BITUMINOUS LIGHT 69 TELEPHONE POLE TRAFFIC LIGHT 4 POWER POLE J GUY WIRE DECIDUOUS TREE Q ELECTRIC MANHOLE ® MONITORING WELL .wzos SPOT ELEVATION BW BOTTOM OF WALL TW TOP OF WALL 4/21/21: Revised property area 1/18/21: Aligned sanitary sewer with manhole along Willow Drive 1/13/21: Added existing house per aerial photography 1/5/21: Revised water stub location per as -built ROAD LEGEND: --------- EASEMENT LINE (INSET A) BUILDING SETBACK PROPERTY LINE LOT LINE 72" TYPE 9.5 WEARING ROW OURSE MIX (SPWEA340B)ACK COAT RETAINING WALL DECORATIVE FENCING " TYPE SP 12.5 NON -WEARING OURSE MIX3,B) (SPWEA330B) AGGREGATE BASE CLASS 5 EOTEXTILE FABRIC, MNDOT TYPE 5 - TYPICAL a APPROVED SUBGRADE (SCARIFIED) REAR YARD F TYP FRONT STOOP LOT LINE U, PRIVATE PAVEMENT SECTION (PUBLIC R. 0.U EXISTING 5' MASONRY COLUMN NOT TO SCALE (TYP) (SEE DETAIL) 5' MIN., TYP TYPICAL SIDE YARD LOT LINE - SIDEWALK CITY OF ORONO RESOLUTI( SITE PLAN NOTES: O1 5' MIN , TYP TOTAL UNITS = 37 UNITS TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE 8 ' N (4 t NIT) SHALL COMPLY WITH THE MN MANUAL ON 22' - SIDEWALK CITY OF ORONO RESOLUTI( SITE PLAN NOTES: O1 1. REFER TO ARCHITECTURAL DRAWINGS FOR TOTAL UNITS = 37 UNITS TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE CONCRETE STOOPS ADJACENT TO PROPOSED 6. ALL STREET SIGNAGE, PUBLIC & PRIVATE, BUILDING. SHALL COMPLY WITH THE MN MANUAL ON FLOOR AREA RATIO (FAR) = 0.43 UNIFORM TRAFFIC CONTROL DEVICES. 2. CONTINUOUS CONCRETE CURB & GUTTER 4PR WHICH CHANGES TYPE SHALL HAVE A MIN. 7. ALL PRIVATE CURB AND GUTTER TO BE TWO FOOT (2') TRANSITION ON PRIVATE CONCRETE B612 OR MOUNTABLE TYPE AS ROADS, NOTED, PER CITY OF ORONO STANDARDS PRIMARY STRUCTURE SETBACKS: DETAILS. 3. ALL CONCRETE CURB ANDGUTTER ADJACENT 4' PRIVATE TO CONCRETE WALK BE SEPARATED BY A 1/2 & ALL PRIVATE SIDEWALKS SHALL BE 4' WIDE, INCH EXPANSION JOINT. EXCEPT AT THE BACK OF THE PARKING AREAS SIDEWALK THEN 6' WIDE. PUBLIC SIDEWALK PARALLEL 4. PAVEMENT STRIPING SHALL BE 4 INCH WHITE. WITH WILLOW DRIVE SHALL BE 7'. 5. ALL WORK WITHIN THE R.O.W. STALL COMPLY 9. TYPICAL PRIVATE PARKING STALL - 9'x20' WITH CITY OF ORONO OR HENNEPIN COUNTY 20' ENGINEERING STANDARD DETAILS. I� SITE PLAN NOTES: MONUME EXISTING CONNECT TO STREET LIGHT EXISTING SIDEWALK -,PID = 3311823110060 �(�Ay ZONING = RPUD YARD LOT IDE �N`" CONNECT TO LAND USE =URBAN MEDIUM DENSITY RESIDENTIAL (10-20 UPA) LINE / EXISTING SIDEWALK CONNECT TO_ _ _ _ _ PROPOSED LOT AREAS: EXISTING SIDEWALK' _ _ - - - - T GROSS AREA = 3.689 AC (160,694) OR 112 ROW DEDICATION = 0.007 AC (313 SE) i BACK OF CURB ' — O0 PROPOSED LOT SUMMARY. BLOCK 4 a TYPICAL �- FRONT YARD m LOT LINE / ��' g OCA 1 2 3 4 TYPICAL LOT DETAIL REMOVE AND/ 4' PRI ATE NOT TO SCALE RELOCATE' / SIDEWA BLVD. TREE i ED o PC' 1 [O o B BLOCK H ME FRON 'l SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR N 1 (T P.) 2 3 4 5 ANSITION FROM 8612 _ SURMOUNTABLE 4' PRIVATE ri SIDEWALK RETAINING WALL 34 r III 00 O1 TOTAL UNITS = 37 UNITS TOTAL LOTS/GROSS AREA = 10 UNITS / ACRE i D I 7' PUBLIC SIDEWALK FLOOR AREA RATIO (FAR) = 0.43 3 36' 4PR VATE I '' WEST PROPERTY LINE = 15' SIDE LK SUR PRIMARY STRUCTURE SETBACKS: III III 4' PRIVATE SIDEWALK WAYZATA BLVD (TYPICAL): = 50' 0 Ries .I SIDEWALK Bim. WILLOW DRIVE/KELLY PARKWAY = 35' (BLOCK 4, LOT 4 EXCEPTION = 36') ED o PC' 1 [O o B BLOCK H ME FRON 'l SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR N 1 (T P.) 2 3 4 5 ANSITION FROM 8612 _ SURMOUNTABLE 4' PRIVATE ri SIDEWALK RETAINING WALL 34 O1 OR, i K 7 1 2 3 4 4PR VATE I '' WEST PROPERTY LINE = 15' SIDE LK SUR OUNTAB III III 7' PUBLI SIDEWALK 0 Ries FACER 1. 1— N OBT,Ere FACEFACE FA Bim. 8612CE 0 FACE ANB c ER �AR�E� y TRANSITION FROM FULL 3% SIDE TO PRIVATE ROAD BACK OF CURB = 10' 20' h ie"ry I� MONUME T IGN .. LANDS oip� EB ' FENCING. RETAINING- WALL TO BE iO a m 3+0o o OUTLOT B - a+oo RT -LT CROSS SLOPE AT END RAD (STA 8+24) TO GARAGE/DRIVEWAY TO PRIVATE ROAD BACK OF CURB = 20' e' 6oPsolL / / EXISTING C /// tk .),1' - s+oo _ �_ I �0% AT HP (STA 7+95) MINIMUM SEPARATION BETWEEN TOWNHOMES UNITS = 10' --" SEE SEPARATE WALL PLANS. BLOSSOM CIRCLE / ,( / EXISANG r ` BC&G e�0 SURMOUN � &G ,560p �. 3 & soO - _ SAWCUT PAVEMENT %/ STREET LI dx9 O CROWN AT HIGH POINT - REMOVE. EXISTING C&G -� (, / PED RAMP OF WAY �� \ TA 7+95). SURMOUNTABLE (% AND B612 CURB TRANSITIONS PRIVATE ROAD WIDTH = 24' BACK -BACK " ENTRANCE ROADSECTION(34' B -B) __ _ DECORATIVE FENCING Q -------- MASONRY COLUMN 25 CONNECNOT T -to — SCALE (SEE DETAIL) AT THIS LOCATION PRIVATE ROAD ENTRANCE WIDTH = 34' BACK TO BACK (MEDIAN SECTION) LF (TYP.) (SEE DETAIL) i h,I A TRANSITION FROM FULL EXISTING�� \ PRIVATE DRIVEWAY LENGTH = 20 MIN. o� �, SID K 1 ;,� w _ 3% LT RT CROSS PC 74.36 - I'.. 0 U 8616 C&G \ F, E 'GZ 24" WHI 0 BAR Ar m 'X20' PAR SLOPE ) END RAD (STA 7+74) TO 0% AT I II pI J J J m OPEN SPACE AREA MATCH EXISTING C&G R �, G�ti 3 ° (TALES HP (STA 7+95) I REQUIRED OPEN SPACE AREA 10% OF GROSS AREA PE0..RAMP 8612 C 2 8612 C&G C GROSS AREA = 3.69 AC 6' SIDEW REQUIRED OPEN SPACE = 0.369 AC CONNECT TO -__ -- - ND REMOVE ALK ' �F R AD WIDTHARIES. es s (ALONG P 1 Y I PROVIDED OPEN SPACE AREA = 0.371 AC (10.05%) EXISTING- SIDEWALK Yti O� ox ST 0+46.1 T 1 1.8 'y Q� 50 NS ON 4, STREETJ cG HOUSE20' TYP 24' BACK TO BACK 20' TYP OUSE SIDEWALK STEPS W/R° G N - i IG B61 TO °°0 1 (TYP) 20 II 6 8 --- -`-(SEE GRADING PLAN) is 8612 C&G P � R3 B V� ^ 1 SURMOUNTABLE C&G PROPER Y LINE SURMOUN ABLE/ DECORATIVE FENCING C&G �G G� 10 1 fV o III B612 CU F B & GUTTER PROPERTY LINE -_- (SEE DETAIL) * 1 �s n 2% MIN. (TURF) DRIVEWAY BITUMIN 2% MIN. (TURF) 3 15 `^ ��/ P RAMP 11 11 III 8' SIDEWALK E E ENT 10%MAX, PAVEMEONTS ORIVEWA 2% MIN. REMOVE HATCHED 4' S RIVA - DEWA o o + '''2 �,Ocxoo 4 � , �x OUTLOT C C ( � � SII il' VARIES ( ) 3% 3%, 10% MAX. PORTION � w TI A a - - - - �'�IBET - - 1 2 ' EXISTING WALL LL D] ALONG PARKING ARE III S OP A D 11+87 - N m R>y0� p + s' o 8612 C&G TOT LOT AREA �, 4' PRIVATE B I'I II STREET LIGHT GAS ELEC WATER LINE GAS ELEC STIR ET SI N a. i+$1.3 ---------------- SIDEWALK PHONE PHONE .......... - - (TYP.) CATV CATV Y V � M � SANITARY SEWER LINE 10' TYP ED o PC' 1 [O o B BLOCK H ME FRON 'l SURMOUNTABLE C&G r` RT: , 5.96 S EET LIGH S OP/POR N 1 (T P.) 2 3 4 5 ANSITION FROM 8612 _ SURMOUNTABLE 4' PRIVATE ri SIDEWALK RETAINING WALL 34 SERVICES BLOCK 6 P D RAMPS S1 PRI LK Z 3 4 PRIVATE ROAD SECTION (24' B -B) .83' III NOT TO SCALE &G 34' BACKITO BACK T 6550 I 3.6 12' a s• 1S' a67* EXISTING POND O1 OR, BL K 7 1 2 3 4 4PR VATE SIDE LK SUR OUNTAB SERVICES BLOCK 6 P D RAMPS S1 PRI LK Z 3 4 PRIVATE ROAD SECTION (24' B -B) .83' III NOT TO SCALE &G 34' BACKITO BACK T 6550 I 3.6 12' a s• 1S' a67* EXISTING POND O1 CJ _ III III 7' PUBLI SIDEWALK 0 Ries FACER 1. 1— N OBT,Ere FACEFACE FA Bim. 8612CE 0 FACE ANB c ER �AR�E� y INSTALL RAILING ATOP WALL, RAILING TO MATCH DECORATIVE 20' h ie"ry I� MONUME T IGN .. LANDS oip� EB ' FENCING. RETAINING- WALL TO BE iO a m 3+0o o OUTLOT B - a+oo e' 6oPsolL IGNED &PERMITTED BY OTHERS. OUTLOT D N m - - - - - - s+oo _ B6,P<&C --" SEE SEPARATE WALL PLANS. BLOSSOM CIRCLE & soO - _ 1 - PROPOSED RIGHT OF WAY —. .--,—.— —.—.—.—.—x—.—.—.—.—.—.—.—.—.—.—.—.—,—.—.—. :�----� ENTRANCE ROADSECTION(34' B -B) __ _ DECORATIVE FENCING Q -------- MASONRY COLUMN 25 CONNECNOT T -to — SCALE (SEE DETAIL) EXISTING PED RAMP LF (TYP.) (SEE DETAIL) h,I EXISTING�� \ STREET LIGHT WAYZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) 0 15 30 60 SCALE IN FEET )N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com David Weekky Homes MOWN— I— Z LU N U 0 O Z 75 3 Z O OELI U U z :) Z O a Z (� O Z LU OC O O Of O o U in I hereby certify that this plan, specification, or report w prepared by me or under nny direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLA 4-21-2021 CITY SUBMITTAL 6-3-20211 CONSTRUCTION DOCUMENTS IDESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 5 SHEET 5 OF 23 GRADING LEGEND: o v02019 _ BWI"1 ., o H _ _ TW 9'0221,0 -_BW 9020.0 yC, 3 N � EXISTING POND \10 8•na `o NWL=1009.0 HWL=1013.0 1 \ (PER DESIGN PLAN) TW 040. BW 1016.0 TW 1020.9 �.. .� BW 1017.5 3.5'X8' - 28 SF OF TRM 707 Ou �nu SEE SHEET 17 FOR BASIN CROSS SECTION 1A p / SEE SHEET 17 FOR BASIN CROSS SECTION 0 X \ / BLOICK 4 REAR 1023.8 FFE 1024.47 �00� 3a 1----�- 3 w� \p2A 3 GFE 1023 8 i u � W �x 10ti0' ZOA 22.60HP < < -_�- TRANSITION FROM FULL 3% LT -RT CROSS SLOPE AT END RAD (STA 7+74) TO 0% AT HP (STA 7+95) V N --Orn- 75 Y ON N (J 0 0 m O aw On L CD -US N BLOCK � J '8 BLOCK 7 BLOCK 6 LL REAR 1023.2 REAR 1022.9 REAR 1023.0 FFE 1023.87 FFE 1023.57 FFE 1023.67 1 L 2 3 4 5 1 2 3 4 1 2 3 4 GFE 102 .5 220 GFE 1022.9 GFE 1023.0 I °ti (+1) +0 (+1) (+1) (+1) 4 111110 'TRANSITION FROM FULL 3% II RT -LT CROSS SLOPE AT END RAD (STA 8+24) TO 0% AT HP (STA 7+95) II / 702'' 1 F1i d I 0% CROWN AT HIGH POINT (STA 7+95) Liz O II 01� 56 C 0 V EG -7023 / �II I _IIs I I I II eC�70 --- PROPOSED FRONT SIDEWALK z FlL7&�TIQNii3 117 PROPOSED LOT LINE GRADING PAD, SEE DETAIL PROPOSED BUILDING FOOTPRINT REAR PAD ELEVATION Z a- MIFINIS11DFLOOR ELEVATION GARAGE FLOOR ELEVATION (AT DOOR) ADDITIONAL GARAGE STEPS 1621.39--GUT-E DRIVEWAY SLOPE - - -912 - - - EXISTING CONTOUR -� _-'- _-- 1018 _ tea-•- _ - 912 - PROPOSED CONTOUR _ _1 � 101 ,C1 - - X017' 1"1. _ _._._ EG' '_ - x12.44 x912.44 PROPOSED SPOT ELEVATION P TW-1020CQ 102 -$W -T020.0 _ G -bu- 4--1-028?J- ■ 0 PROPOSED CATCH BASINS _leis-_ - 1 B 1017.5 ----------Tees- - > PROPOSED STORM SEWER i --' direct sup-ision and that I am a duly Licensed - - - - - - - PROPOSED EASEMENT the laws of the Slate of MINNESOTA PROPERTY LINE CHVPE MARK RAUS/ SETBACK LINE 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE LOT LINE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT - - - RIGHT-OF-WAY 6-3-2021 CONSTRUCTION DOCUMENTS TW 15.0 TOP OF WALL ELEVATION BW 11.0 BOTTOM OF WALL ELEVATION a�5 DIRECTION OF DRAINAGE/SLOPE �e PROJECT TEAM DATA DESIGNED: EMERGENCY OVERFLOW ROUTING DRAWN: TAS \ v RETAINING WALL REMOVE RETAINING WALL v I a V 17 i SEE SHEET ;; BASIN CROSS 17 FOR SECTION 1 � ,5 N O �ti I 4 �P T� ANY _ - I E4027.13'( Atrot L EG_1 S 27, i TS 102.-- ` 102 5. �✓j,N//`x 2 SETS (4 STEPS) •8GH 1026 ' % i EACH, 7.5" RISERS, 12' TREAD W/ - - - - '-' 1024 N ry� RAILING - ----� 1022 � \l BS 1021 o v02019 _ BWI"1 ., o H _ _ TW 9'0221,0 -_BW 9020.0 yC, 3 N � EXISTING POND \10 8•na `o NWL=1009.0 HWL=1013.0 1 \ (PER DESIGN PLAN) TW 040. BW 1016.0 TW 1020.9 �.. .� BW 1017.5 3.5'X8' - 28 SF OF TRM 707 Ou �nu SEE SHEET 17 FOR BASIN CROSS SECTION 1A p / SEE SHEET 17 FOR BASIN CROSS SECTION 0 X \ / BLOICK 4 REAR 1023.8 FFE 1024.47 �00� 3a 1----�- 3 w� \p2A 3 GFE 1023 8 i u � W �x 10ti0' ZOA 22.60HP < < -_�- TRANSITION FROM FULL 3% LT -RT CROSS SLOPE AT END RAD (STA 7+74) TO 0% AT HP (STA 7+95) V N --Orn- 75 Y ON N (J 0 0 m O aw On L CD -US N BLOCK � J '8 BLOCK 7 BLOCK 6 LL REAR 1023.2 REAR 1022.9 REAR 1023.0 FFE 1023.87 FFE 1023.57 FFE 1023.67 1 L 2 3 4 5 1 2 3 4 1 2 3 4 GFE 102 .5 220 GFE 1022.9 GFE 1023.0 I °ti (+1) +0 (+1) (+1) (+1) 4 111110 'TRANSITION FROM FULL 3% II RT -LT CROSS SLOPE AT END RAD (STA 8+24) TO 0% AT HP (STA 7+95) II / 702'' 1 F1i d I 0% CROWN AT HIGH POINT (STA 7+95) Liz O II 01� 56 C 0 V EG -7023 / �II I _IIs I I I II eC�70 -------------Ooze---/ - " W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) CITY OF ORONO RESOLUTI( GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.00%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CIN OF ORONO AND MINNEHAHA CREEK WATERSHED DISTRICT. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF ORONO CONSTRUCTION DETAILS, LATEST EDITION. 5. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE, STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. B. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIL17ING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 9. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 10. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. STEPS WILL BE REQUIRED IN SIDEWALKS LEADING TO FRONT OF UNITS. FINAL GRADING PLANS TO PROVIDE DETAILS ON SIDEWALKS REQUIRING STEPS. SEE CALCULATIONS ON SHEET 7. 12. PERIMETER EROSION CONTROL MEASURED MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY OTHER WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 13. THE CONDITION OF THE REGIONAL POND WEST ROT HE SITE MUST BE REVIEWEDD BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TOANY WORK. ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SEDIMENT ADDED TO THE POND DUE TO SITE CONSTRUCTION RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE. 2. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 3. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED TO THE CITY BUILDING INSPECTOR. 4. INSTALL SAFETY RAILING ATOP ALL WALLS WHERE REQUIRED BY CODE. 5. RETAINING WALL CONTRACTOR AND/OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF NO COORDINATION IS REQUESTED IT SHALL BE UNDERSTOOD THAT ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION. 6. RETAINING WALLS REQUIRING ENGINEERING ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS. NOTE: EMERGENCY OVERFLOW FREEBOARD CRITERIA: THE LOWEST FLOOR ELEVATION OF ANY NEW BUILDING SHALL BE PLACED AT LEAST 1.5 FEET ABOVE EMERGENCY OVERFLOW ELEVATIONS. PAD WIDTHS =3 UNIT = 66' 4 UNIT = 88' 5 UNIT = 110' A= GROSS H.D. 1.5' B- TOPSOIL RESPREAD 0.5' C= NETH.D. 1.0' D_ PAD DEPTH 4 3 UNITT 3' = 5 53' UNI 5 UNIT = 53' E BUILDING SETBACK 20 MIN FROM BACK OF CURB (TYPICAL) F OVERSIZING 5 -ALL SIDES MASS GRADE LOT SLAB ON GRADE To DRAIN To ALL NOT TO WANUMBERS INLE E%TENT POSSIBLE HOLD DOWN DETAILS N 0 15 30 60 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames z FlL7&�TIQNii3 Z a- LJCJ 1621.39--GUT-E - -� _-'- _-- 1018 _ tea-•- _ 102 _ _1 � 101 ,C1 - - X017' 1"1. _ _._._ EG' '_ - uu « , . P TW-1020CQ 102 -$W -T020.0 _ G -bu- 4--1-028?J- --, 1016.0 _leis-_ - 1 B 1017.5 ----------Tees- - ------------------------ ------ i --' -------------Ooze---/ - " W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) CITY OF ORONO RESOLUTI( GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.00%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CIN OF ORONO AND MINNEHAHA CREEK WATERSHED DISTRICT. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF ORONO CONSTRUCTION DETAILS, LATEST EDITION. 5. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE, STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. B. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIL17ING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 9. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 10. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. STEPS WILL BE REQUIRED IN SIDEWALKS LEADING TO FRONT OF UNITS. FINAL GRADING PLANS TO PROVIDE DETAILS ON SIDEWALKS REQUIRING STEPS. SEE CALCULATIONS ON SHEET 7. 12. PERIMETER EROSION CONTROL MEASURED MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY OTHER WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 13. THE CONDITION OF THE REGIONAL POND WEST ROT HE SITE MUST BE REVIEWEDD BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TOANY WORK. ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SEDIMENT ADDED TO THE POND DUE TO SITE CONSTRUCTION RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE. 2. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 3. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED TO THE CITY BUILDING INSPECTOR. 4. INSTALL SAFETY RAILING ATOP ALL WALLS WHERE REQUIRED BY CODE. 5. RETAINING WALL CONTRACTOR AND/OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF NO COORDINATION IS REQUESTED IT SHALL BE UNDERSTOOD THAT ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION. 6. RETAINING WALLS REQUIRING ENGINEERING ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS. NOTE: EMERGENCY OVERFLOW FREEBOARD CRITERIA: THE LOWEST FLOOR ELEVATION OF ANY NEW BUILDING SHALL BE PLACED AT LEAST 1.5 FEET ABOVE EMERGENCY OVERFLOW ELEVATIONS. PAD WIDTHS =3 UNIT = 66' 4 UNIT = 88' 5 UNIT = 110' A= GROSS H.D. 1.5' B- TOPSOIL RESPREAD 0.5' C= NETH.D. 1.0' D_ PAD DEPTH 4 3 UNITT 3' = 5 53' UNI 5 UNIT = 53' E BUILDING SETBACK 20 MIN FROM BACK OF CURB (TYPICAL) F OVERSIZING 5 -ALL SIDES MASS GRADE LOT SLAB ON GRADE To DRAIN To ALL NOT TO WANUMBERS INLE E%TENT POSSIBLE HOLD DOWN DETAILS N 0 15 30 60 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames 6 SHEET 6OF 23 z Z a- LJCJ LU O Z C U 0 z ° Z cc o 0 ° On N U Z O a (� z z O N o x o O O o U (7 I hereby certify that this plan, specification, or report was prepared by me ounder my direct sup-ision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA CHVPE MARK RAUS/ 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 6 SHEET 6OF 23 CITY OF ORONO RESOLUTI( BLOSSOM CIRCLE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 HIGH PT STA: 0+15.00 Block# Lar# Rear Elev. HIGH PT ST 5+49.48 LOW PT STA: 6+5E+99 HIGHPT STA: 7+91.02 # Lawn Steps Lawn Step Height (in) Average Sidewalk% 1 1 102550 H GH PT ELEV: 1026.68 6.00 1.62 3 6.0 3.43% 1 2 HIGH PT EL V: 1021.77 LOW P1 ELEV: 1021.30 HIG PT ELEV: 1022.48 1.62 3 HIGH PT STA: 10+78.86 1 3 1025.50 PVI ELESTAV PVI 40.00 25.93 1023.88 6.00 1.62 3 6.0 3.43% 2 PVI STA: 5+50.00 PVI STA:6+68.9 102530 VI STA:7+80.50 6.00 1.63 HIGH PT EL V: 1022.38 3.71% 2 2 K:10. 1025.97 10253D 1023.70 6.00 1.60 3 6.0 2.86% PVI ELE :1021.83 PVI ELEV: 1021.2 1025.97 VI ELEV: 1022.57 1023.75 6.00 PVI STA: 1+00.00 6.0 1060 2 LVC,60.00 102530 1025.97 102530 1023.65 6.00 1.65 3 6.0 K:4 .60 K: 28.55 1023.80 K: 28.96 1023.80 1022.59 PVI ELE :1022.52 1060 6.0 4.85% 0 0 a n 1023.80 LOW FT LOW Pr STA: 2+18+91 ELEV: 1020+23 121 2 6.0 4.85% 3 o 0 1023.80 O o 1023.80 m m mLVCT m 121 N y 4.85% 4 1 1023.80 1024.47 75.00 1022.60 6.00 120 2 6.0 4.62% 4 2 1023.80 1024.47 PVI STA:2+19.0 6.00 120 2 6.0 4.62% 4 3 1023.80 1024.47 1023.80 1022.60 6.00 120 2 6.0 4.62% 4 4 o 0 1023.80 1023.08 6.00 0.72 1 +o o 426% +o o= PVI ELEV: 1020.1 + o + o + + o o N co N r n 050 �� v� K:49.szww N. N' w w +o +0 1050 mm w W >m > W > J > > OW PT STA: 1+30.00 0 o m m w m w U> c) w OW PT ELEV. 1020.61 m m w �_ PVI ST :1+05.00 + + 1040 0� PVI EL V:1 20.73 Vi N ,� 1040 +- LVC 5000 m> > O O� Of 0 m� O Q w N MON 1030 �w o2 +� +� 1030 PROP SED GROUNDII II _ m m w W a w EXISTING GROUN 1020 0.50% 0.50% 0.53% 1.23% - -- -0.509 ---'- 0. 0% _ .7g%-2,6 1020 -- - ---- ----- ----- ----- -- ---- -------- ------- -------- ---- ---------- - - - - - - - -- A 11+76.16 ELEV = 1021 16 1010 1010 1000 1000 990 UM NO 990 �Q�'rod N o±±o 0 980 J 980 M N N M N ^ N oN M r (ONN M TW� NO �0N� OJ M Mrt'0l N O r �NN N O W N O h0 N O r O O rN0 N O r N O h0 N O ofO N O Wof N O N O N O N O N O O O N O N O� N O N O N O p O N O of N O N oJ� O N O 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 25 50 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com David Weekley Homes .damomm- Cn I - Z W N U O(n Z - -i N a LL cn - O O O U a w C) Z ¢C7 O H Z O Z a oC o O oC O o I C) C9 I hereby certify that this plan, specification, or report Was prepared by me oand that I undermy direct supeMsion am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE I-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 7 SHEET 7 OF 23 Lawn Steps Height: Tread: 0.5 ft 0.8333 ft. ORONO CROSSINGS Step Calculations 6.00 in. 10.00 in. Block# Lar# Rear Elev. FIFE Stoop Bottom Tie El ev. in Sidewalk Elev. Sidewalk Length Grade Change # Lawn Steps Lawn Step Height (in) Average Sidewalk% 1 1 102550 1026.17 1025.50 1023.88 6.00 1.62 3 6.0 3.43% 1 2 1025.50 1026.17 1025.50 1023.88 6.00 1.62 3 6.0 3A3% 1 3 1025.50 1026.17 1025.50 1023.88 6.00 1.62 3 6.0 3.43% 2 1 102530 1025.97 102530 1023.67 6.00 1.63 3 6.0 3.71% 2 2 102530 1025.97 10253D 1023.70 6.00 1.60 3 6.0 2.86% 2 3 102530 1025.97 10253D 1023.75 6.00 1.55 3 6.0 1.43% 2 4 102530 1025.97 102530 1023.65 6.00 1.65 3 6.0 429% 3 1 1023.80 1024.47 1023.80 1022.59 6.00 121 2 6.0 4.85% 3 2 1023.80 1024.47 1023.80 1022.59 6.00 121 2 6.0 4.85% 3 3 1023.80 1024.47 1023.80 1022.59 6.00 121 2 6.0 4.85% 4 1 1023.80 1024.47 1023.80 1022.60 6.00 120 2 6.0 4.62% 4 2 1023.80 1024.47 1023.80 1022.60 6.00 120 2 6.0 4.62% 4 3 1023.80 1024.47 1023.80 1022.60 6.00 120 2 6.0 4.62% 4 4 1023.80 1024.47 1023.80 1023.08 6.00 0.72 1 6.0 426% 0 25 50 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com David Weekley Homes .damomm- Cn I - Z W N U O(n Z - -i N a LL cn - O O O U a w C) Z ¢C7 O H Z O Z a oC o O oC O o I C) C9 I hereby certify that this plan, specification, or report Was prepared by me oand that I undermy direct supeMsion am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE I-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 7 SHEET 7 OF 23 CITY OF ORONO RESOLUTI1 L EROSION CONTROL RESPONSIBLE PARTY: DAVID WEEKLEY HOMES CONTACT: AZIZ SIDDIQUI 12900 WHITEWATER DRIVE -� SUITE 180 MINNETONKA, MN 55343 PH: 612-260-2310 -- --' ------- CONTRACTOR JI' eaa.,.ry e Orono `a. s�sp 'rat+ SWPPP CERTIFIED CONTRACTOR. SWPPP BMP QUANTITIES (PER PLAN): I 0J &_$6_. . ^J IE lO16.43(N) roNq ` m �-`" DISTURBED AREA 3.7 AC IE: ID 16_OI(W) 5�. \ , iii p _ � SILT FENCE 2,181.0 LF INLET PROTECTION 5 EA VICINITY MAP SEED/SOD POST GRADING AREA 2.8 AC NOT TO SCALE NOTE: 1. SEE SHEET 9 FOR ALL EROSION AND -------45-- -----40- SEDIMENT CONTROL NOTES AND DETAILS. IMPAIRED WATER REQUIREMENT ie DURING CONSTRUCTION: A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III, B.1.5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OF MORE ACRES AT A TIME. NOTE TO CONTRACTOR: PERIMETER EROSION CONTROL MEASURES MUST BE INSTALLEDBY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY OTHER WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN (EXCEPT FOR POST -GRADING BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN. IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL ADDITIONAL BMPS AS REQUIRED. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NODES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. CONSTRUCTION SEQUENCING: MASS GRADING PHASE: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE: 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALLINLET PROTECTION DEVICES. IN 7. STALL POST STREET AND UTILITY SILT FENCE. 8. INSTALL PRIVATE UTILITIES. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SEDIMENT BARRIERS ANTI -TRACKING CONTROL I.SILT FENCE (MnDOT 3886) L 2" CRUSHED CLEAR ROCK 2. CURB LOG (LAND DEVELOPMENT) 3. ROCK WEEPER INLET PROTECTION DEVICES TEMPORARY SEED MIX I. WIMCO (MnDOT TYPE A & C) I. MnDOT-2I-III 2. INFRASAFE STORM DRAIN/CULVERT (OATS 21-120 DAY STABILIZATION) 3. SILT SACK (MnDOT TYPE A) 2. MnDOT-22-III (1-2 YR. STABILIZATION) 4. DANDY BAG (MnDOT TYPE B) D N D DO NOT DISTURB AREAS > PERMANENT SEED MIX/STABILIZATION STABILIZATION BMP'S 1.MnDOT 25-151 (RESIDENTIAL TURF) I. STRAW/HAY 2. SOD MnDOT TYPE I MULCH PROPERTY LINE 2. EROSIONCONTROL BLANKET GRADING ACTIVITY MnDOT CAT. 3 I. CONCRETE WASHOUT IS DONE BY 3. HYDROMULCH TRUCK WITH A MOBILE WASHOUT MnDOT TYPE 5 SYSTEM PROVIDED AND COMPLETED 4. TURF REINFORCEMENT MAT BY THE CONCRETE CONTRACTOR. SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT 6 LEGEND: -9- - - - EXISTING CONTOUR - PRE - SF - PROPOSED SILT FENCE (PRE GRADING) 789- PROPOSED CONTOUR - PST - SF - PROPOSED SILT FENCE (POST GRADING) 789 PROPOSED CONTOUR (BY OTHERS) DIRECTION OF DRAINAGE }--} 1-1 INLET PROTECTION 0 0 PROPOSED CATCH BASINS D N D DO NOT DISTURB AREAS > PROPOSED STORM SEWER - - - - - - - - - PROPOSED EASEMENT ROCK CONSTRUCTION ENTRANCE PROPERTY LINE O EXISTING TREE TO REMAIN SETBACK LINE LOT LINE - - RIGHT-OF-WAY CONCRETE WASHOUT LOCATION D IN NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com 'Cn V z_ N Cn O cc U O z O cc O David Weekiey Homes Cn z LU C U O 0 z _O U ccH Cn z O U I hereby certify that this plan, specification, or report w prepared by m ounder a my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTAA�q � MARK RAUSUS/CHVPE�� 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 SHEET 8 OF 23 EROSION CONTROL GENERAL NOTES: EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL ISSUED FROM THE CITY OF ORONO AND THE MINNEHAHA CREEK WATERSHED DISTRICT. BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY 1 INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND 2. REPLACEMENT/REPAIR - BMP'S SHALL BE SHALL BE REPAIRED, REPLACED OR THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES SUPPLEMENT OF ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S BY THE END OF THE HANDBOOK. CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/2 OF THE FENCE HEIGHT. NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN SECTION 11.5 OR 11.6. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE ERO-502 CONDITIONS, AND ESTIMATED DURATION OF USE. SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE 4. THE SWPPP MAY BE REVISED AT ANYTIME OF THE PROJECT TIMELINE AS LONG AS DISTURBED AT ANY ONE TIME. HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR THE EVE'S ARE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING MANUFACTURER SPECIFICATION AND ACCEPTED ENGINEERING PRACTICES (SECTION 7 OF 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED MPCA NPDES PERMIT). FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BY THE ENGINEER. BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED • ALL SWEEP CHANGES MUST BE DONE BY A QUALIFIED INDIVIDUAL (21.2A OR 21.28 THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN OF MPCA NPDES PERMIT). 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER FOLD UNDER 6" WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WHEN FIRST EXPOSED. BEFUMLOG WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 22-112 ® 100 LBS. PER ACRE ( ) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT 7RE BEYOND THE DISTURBED LIMITS. OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 25-151 ® 120 LBS. GATER THAN 0.5 INCHES IN 24 HOURS. IF EVIDENCE OF EROSION AND SEDIMENT BMP PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL DEPOSITION IS DISCOVERED CONTRACTOR MUST COMPLETE REMOVAL OR STABILIZATION WITHIN 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER BE MNDOT TYPE 1 (CLEAN OAT STRAW) ® 2 TONS PER ACRE AND DISK ANCHORED IN (7) CALENDER DAYS OF DISCOVERY. VEGETATIVE COVER TO HELP FILTER RUNOFF. PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWEEP 8.ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND S COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO IS 18. POND, BASIN AND WETLAND AREAS SHALL BE SEEDED IN ACCORDANCE WITH RECORDS OF EACH INSPECTION AND ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. LANDSCAPE PLAN. MAINTENANCE ACTIVITY SHALL INCLUDE: 19, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY A. DATE AND TIME OF INSPECTIONS; 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR AREAS. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. COMPLETING SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL MAINTENANCE ACTIVIES. FOR EROSION HAS PASSED. E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND DEWATERING: INCH (0.5 INCHES) STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM IN 24 HOURS: SEDIMENTATION AND STORMWATER RUNOFF. 1. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE CITY AND PROJECTENGINEER F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN SECTION 6. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PLAN INCLUDING ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR WATER ROUTING, STORAGE, AND DISCHARGE LOCATION. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON 2. IF ANY TEMPORARY DEWATERING IS REQUIRED ONSITE THE CONTRACTOR SHALL REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITYOF THE DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER. SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. ARO ND PERIMETEa NLEL G FN NG TPOST PLAN VIEW _-K _MD �1T1cRUEH111T- ON KKTE C NTOETaw2H) E T ry�F�a �AA MPED T- , SECTION sesnF GUI OM6 GF Mn0oT INLET PROTECTION T R HEAVY DUTY SILT FENCE iSILTYOU`T " BOLTON �"�FFENCEE &MENK ERO-101 Real People. Real SduFp ITS T Ex Ro xw.x �,.RRo xw.x xwixwnu y( mx[s[rnoxwul INLET PROTECTION PERFORATED WALL ERO-103 NOTE DITCH CHECK-BIOROLL THE DITCH CHECK AND NOTMOUNDTHE ENDS BOLTON & MENK RealProple Real Salu[lons. DITCH CHECK ©BOLTOQ"POIINLETPROTECTION AERO-002-BIOROLL &MENKN AERO -102 GEOTE)ITILE BAG Real People.RREISduVO REINFORCE 2' REINFORCE SO'PAST ELONR N- TOE OF SLOPE AERIC NWL= WITH ANCHORAGE NEN H SECHON 0 tSEffION ERGENCY OVERFLOW V=%XI(.XI[ BERM ELEV=L�A I L BERM BERM J REINFP ORTURf B ORCEMENTMAT PER PLAN EROSION CONTROL BLANKET AT POND EOF KRR D TiMT AT 6 Ma%IMUM SPAC NOG S TE513M IIMUM7 GOO EXTIL1(EEENIFABRIC, 36 WIDE IC ANCHONAGE TRENCH .o 1IFECTION OF�RnaFuWIN TAMPED NAruw.LsoL R w MiN XTILEFABRICEHALL SILT FENCEHEAVY DUTY NOT TO SCALE � TDSIHEroFS Ai6 MIRE AKMUMSPAC rvG PB" GEOTFXTLE FABP436 WIDTH EIRE -NOF RUNOFF FLOW e �o u� IPwsFLUE (DEPTH E fi- PwPI SILT FENCE - MACHINE SLICED ROTTOE.. BLANKET AT BOLTON F°NO SILT FENCE oPOND ELF & MENK ERO-201 Real F-pk.R Eddionx ,x, ERO-400 BOLTON FON° pxpvurzn NLET PROTECTION &MENK AERO -104 ROAD DRAIN Real People. Real SOIUU003. SEDIMENT CONTROL PRACTICES: CITY OF ORONO RESOLUTI PERMANENT COVER: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED ASQUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED, 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITIONDEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE FILTER ROCK CURB & GUTTER CURB SEDIMENT FILTER BOLTON FOND CURD SEDIMENT &MENK _FILTER Real P,ople. Real SoluLlons. DERO-501 V! BOLTON ,,)& MENK Real F.ple. Real SOluLlons. THE CONTRACTOR MUST ENSURE COMPLETE COVER OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER PERMANENT COVER IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE PERMANENT COVER. PERMANENT COVER CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCHAS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE PERMANENT COVER; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. EROSION CONTROL SCHEDULE: 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 22-112 ® 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. ;71 �' TO su O! i BOLTON FON° pxpvurzn NLET PROTECTION &MENK AERO -104 ROAD DRAIN Real People. Real SOIUU003. SEDIMENT CONTROL PRACTICES: CITY OF ORONO RESOLUTI PERMANENT COVER: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED ASQUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED, 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITIONDEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE FILTER ROCK CURB & GUTTER CURB SEDIMENT FILTER BOLTON FOND CURD SEDIMENT &MENK _FILTER Real P,ople. Real SoluLlons. DERO-501 V! BOLTON ,,)& MENK Real F.ple. Real SOluLlons. THE CONTRACTOR MUST ENSURE COMPLETE COVER OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER PERMANENT COVER IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE PERMANENT COVER. PERMANENT COVER CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCHAS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE PERMANENT COVER; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. EROSION CONTROL SCHEDULE: 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 22-112 ® 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. BOLTONP'hFONO 7-HA'N &MENK AERO -106 CNLET PROTECTION ULVERT STANDPIPE roDle. RealSolutionx BOLTON & MENK Opk. Real SOlutlOnx N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David ��] ■ ►eekky Hames N Z CW C U O 0 Z O I- U MM cc H N Z O U I hereby certify that this plan, specification, o report wa prepared by m Or undermy direct E.IPI sionand that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 0 SHEET 9 OF 23 ;71 �' TO su ROCK CONSTRUCTION ENTRANCE I ti FOND owroxATxo ROCK ® BOLTON ERO-502 CONSTRUCTION ENTRANCE & MENK Real People. Real5Olulipnx �--�� T LEVEL )MIN) 4"OVERLAP / " � i ANCHOR SLOTALTERNATIV I'S ON ON STAPLES / NOTE: ANCHOR, OVERLAP & STAPLE PERMANUFACTURER'SSPECIR TIONS FOLD UNDER 6" EROSION CONTROL BLANKET INSTALLATION NOT.- s�F°yA'O - Roxoxnmx oERO-200 EROSION CONTROL BLANKET INSTALL BEFUMLOG BOLTON &MENK Real People Rall Soldionx BOLTONP'hFONO 7-HA'N &MENK AERO -106 CNLET PROTECTION ULVERT STANDPIPE roDle. RealSolutionx BOLTON & MENK Opk. Real SOlutlOnx N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David ��] ■ ►eekky Hames N Z CW C U O 0 Z O I- U MM cc H N Z O U I hereby certify that this plan, specification, o report wa prepared by m Or undermy direct E.IPI sionand that I a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 0 SHEET 9 OF 23 SANITARY SEWER SCHEDULE ___ F ROM MH T_ TO PIPE O.D. JINJ PIPE SLOPE PIPE LENGTII INVERT INVERT FROM TO RIM ELEV STRUCTURE SIZE [IN] MANHOLE BUILD [FTl PIPE TYPE MH6 MH5 8 0.020 131.17 1011.51 1008.89 1022.16 48 10.65 SDR -35 PVC MH5 MH 1 8 0008 33538 100879 100610 102023 48 1144 SDR -35 PVC MH4 MH3 8 0.010 215.67 1011.77 1009.61 1022.18 48 10.41 SDR -35 PVC MH3 MH2 8 0.010 105.06 1009.51 1008.46 1021.99 48 12.48 SDR -35 PVC MH2 MH 1 8 0010 23125 100836 100605 102233 48 1397 SDR -35 PVC MH I EXMH 8 0.025 29.32 1005.85 1005.12 1021.71 48 15.86 SDR -35 PVC REMOVE EXISTING WATERMAN FROM PLUG TO EXISTING HYDRANT TEE., SALVAGE AND RELOCATE HYDRANT AND GATE VALVE. INSTALL NEW 8"X61" TEE CONNECT TO EXISTING 8" WATERMAN W/ 8" G.V n;;;n 1010611111ORINGG IRRIGATION L-" WATER WELL 29(N) ------- UUNUUI I 2" IRRIGATION SERVICE - SAN MH 3" IRRIGATION CONDUIT (TYP)- 8" TER W/2�t 8 G.V. 7 0 rn 8" C900 PVC WATERMAN 7 (PUBLIC R.O. W.) z V ------------ --- _::��DT�OT D� EXISTING FIRE HYDRANT BLOCK 4 APPROK C2. -0 6" WAT 'AB jI 01 1 2 3 4 1 FI HYDRANT APIROX. LOC. 6" SAN� STUB 8" C900 PVC WATERMAN 7 3" IRRIGATION T -T //11� CONDUIT (TYR) ��IR�E "Y'\RANITT (TYP-) \SAN M H� �4' > - - - - - - - - - - - - --- I BLOCK 3" IRRIGATION CONDUIT 3 RRIG TIO 1 A N CONDUIT (TYP) /-SAN MH 5 1 1 1 �SAN MH 3 Ln SAN MH 2- rn 0 ca 3" IRRIGATION CONDUIT (TYP)-- 8" G.V.-__ 8X6" TEE _AP LO K7 BLO K 6 1 2 4 1 2 3 4 FIRE HYDR NT (I .) SAN MH 1 - DT -DT F ini DT -DT 3+o I ee__ I 'E. 00;741(W&E) DT -DT T - - - - - - - - - - - -ou-ou (Fu4o�� j_(6j IE 1014.62 ---------- _cSj_._G ----------- G WAYZATA BLVD. WEST (COUNTYHIGHWAYNO. 112) (PUBLIC R. 0. W.) G -G -G- G - OU_0U_0U_OU_OU_ CORE DRILL AND CONNECT TO EXISTING SAN MH EX IE:1003.11 PROPOSED IE: 1005.09 CITY OF ORONO RESOLUTH UTILITY NOTES: 1. EXISTI BIG UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD FIR I OR TO 00 INSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' HORIZONTAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF ORONO ENGINEERING DETAILS. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH ANDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" (LATEST REVISION ) , FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5, OF COVER. WATERMAN SHALL BE 8" PVC C900. 10. TOWNHOME WATER SERVICES SHALL BE 1.5" DIA. COPPER TYPE "W", W/ 1.5" CORP. STOP + 1.5" CURB BOX. 11. TOWNHOME SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. ALL CURB BOXES SHALL MATCH PROPOSED GRADE WHEN IN DRIVEWAY. 13� ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND CONNECTIONS TO WATERMAIN AND SANITARY SEWER MOST BE COORDINATED WITH THE CITY. CONTRACTOR MU ST PROVIDE A MINIMUM 48-HOUR PRIOR NOTICE. 14� TRACER WIRE MUST BE INSTALLED WITH ALL NON-METALLIC WATERMAIN. LLI �� lc� 6" C900 PVC WATERMAN CONNECT TO ------EXISTING 6" WATER STUB W I ITH 6" G.V. LEGEND: >- PROPOSED STORM SEWER -IT -T- PROPOSED DRAINTILE PROPOSED SANITARYI SEWER PROPOSED WATERMA N PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT 6 E21 EX�ST�NG G E VALVE 03 EX ST NG HATRANT EXISTING WATERMAN EXISTING CATCH BASIN EX�ST�NG STORM MANHOLE >> EX ST NG STORM SEWER 100 fill S U_ 0 EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER T _OU Ou- N 0 15 30 60 SCALE IN FEET IN NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MIN 55402 612.758.3080 www.alliant-ine.com David Weekky Homes z _j (L z Cn Z LU cc LU (n 0 z (n < L) 0 0 z 0 z < CC LU (n 0 cc z MIA (n 0 z 0 cc Z cc Z x 0 0 'O'� Z 7-b, Iff, that Ithis plan, (PUBLIC R.O. W.) z V ------------ --- _::��DT�OT D� EXISTING FIRE HYDRANT BLOCK 4 APPROK C2. -0 6" WAT 'AB jI 01 1 2 3 4 1 FI HYDRANT APIROX. LOC. 6" SAN� STUB 8" C900 PVC WATERMAN 7 3" IRRIGATION T -T //11� CONDUIT (TYR) ��IR�E "Y'\RANITT (TYP-) \SAN M H� �4' > - - - - - - - - - - - - --- I BLOCK 3" IRRIGATION CONDUIT 3 RRIG TIO 1 A N CONDUIT (TYP) /-SAN MH 5 1 1 1 �SAN MH 3 Ln SAN MH 2- rn 0 ca 3" IRRIGATION CONDUIT (TYP)-- 8" G.V.-__ 8X6" TEE _AP LO K7 BLO K 6 1 2 4 1 2 3 4 FIRE HYDR NT (I .) SAN MH 1 - DT -DT F ini DT -DT 3+o I ee__ I 'E. 00;741(W&E) DT -DT T - - - - - - - - - - - -ou-ou (Fu4o�� j_(6j IE 1014.62 ---------- _cSj_._G ----------- G WAYZATA BLVD. WEST (COUNTYHIGHWAYNO. 112) (PUBLIC R. 0. W.) G -G -G- G - OU_0U_0U_OU_OU_ CORE DRILL AND CONNECT TO EXISTING SAN MH EX IE:1003.11 PROPOSED IE: 1005.09 CITY OF ORONO RESOLUTH UTILITY NOTES: 1. EXISTI BIG UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD FIR I OR TO 00 INSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' HORIZONTAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF ORONO ENGINEERING DETAILS. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH ANDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" (LATEST REVISION ) , FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5, OF COVER. WATERMAN SHALL BE 8" PVC C900. 10. TOWNHOME WATER SERVICES SHALL BE 1.5" DIA. COPPER TYPE "W", W/ 1.5" CORP. STOP + 1.5" CURB BOX. 11. TOWNHOME SEWER SERVICES SHALL BE 4" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. ALL CURB BOXES SHALL MATCH PROPOSED GRADE WHEN IN DRIVEWAY. 13� ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND CONNECTIONS TO WATERMAIN AND SANITARY SEWER MOST BE COORDINATED WITH THE CITY. CONTRACTOR MU ST PROVIDE A MINIMUM 48-HOUR PRIOR NOTICE. 14� TRACER WIRE MUST BE INSTALLED WITH ALL NON-METALLIC WATERMAIN. LLI �� lc� 6" C900 PVC WATERMAN CONNECT TO ------EXISTING 6" WATER STUB W I ITH 6" G.V. LEGEND: >- PROPOSED STORM SEWER -IT -T- PROPOSED DRAINTILE PROPOSED SANITARYI SEWER PROPOSED WATERMA N PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT 6 E21 EX�ST�NG G E VALVE 03 EX ST NG HATRANT EXISTING WATERMAN EXISTING CATCH BASIN EX�ST�NG STORM MANHOLE >> EX ST NG STORM SEWER 100 fill S U_ 0 EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER T _OU Ou- N 0 15 30 60 SCALE IN FEET IN NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MIN 55402 612.758.3080 www.alliant-ine.com David Weekky Homes 10 SHEET 10 OF 23 z _j (L z Cn Z LU cc LU (n 0 z (n < L) 0 0 z 0 z < CC LU (n 0 cc z MIA (n 0 z 0 cc Z cc Z x 0 0 'O'� 0 U 7-b, Iff, that Ithis plan, specification, or report was prepared by me or under my direct e.p.,isicm and that I am . d.ly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 D.t. Li�.... N.. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS I PROJECT TEAM DATA DESIGNED: MPR DR WIN: TAS PROJECT NO: 220-0101 10 SHEET 10 OF 23 1070 BLOSSOM CIRCLE 8" C900 WATERMAIN -SAN MH 5J y G ou ou ou G cIi' - - - - - - - - - - - - W YZAT,4�LVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) 1070 1060 MH 1 1ST. MH S S A: 5+62.26 STA: 5+49 58 LFE OFF: 5.16R OFF: 27.85 1 SAL GE 8" TEE W/2 1050 HYDRANT AND / 8" G.V.T MAT VALVE.RRIGATION r = - _ SAN MH 5 _ CONDUIT i>}lf5 HE V Jy 008.85 (W) _-- -- 1050 1040 1 040 INV IN: 008.85 (N) \ 1+0 ► - 3-15 (NE) <� 006.85 (S) 22.5' BEND \ a _ - - 31 1011.20 45' BEND 08 1010 STA: 5+62.26 MH 6 22.5' BEND 195 Y8" G.V. 2" IRRIGATION 8" C900 WATERMAIN 1022.26 KELLEY SERVICE (SEE DETAIL) OFF: PARKWAY S 1 17 £ z Z 1 1012.37 r REMOVE EXISTING WATERMAIN FROM 3 \ \\ PLUG TO EXISTING HYDRANT TEE. i INSTALL SALVAGED `(' HJO18I CONNECT TO EXISTING 1 8" WATERMAIN W/8" G.V. o HYDRANT W/ I "' 6" G.V., 8X6 TEE " BUILD 14.74 L'� - 1 PVC C905 FLANGEANNEEL. 10 MONITORING - - - -----Q---- �-- RI STA: 0+077.04.04 WATER WELL RIM: 1020.23 1 315 1013.55 1070 BLOSSOM CIRCLE 8" C900 WATERMAIN -SAN MH 5J y G ou ou ou G cIi' - - - - - - - - - - - - W YZAT,4�LVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) 1070 1060 MH 1 1ST. MH S S A: 5+62.26 STA: 5+49 58 LFE OFF: 5.16R OFF: 27.85 1 1 030UILD: 1060 1050 1022.63 PROPOSED GATE VALVE 1023 RIM: 018,( 9 INV IN: 008.85 (W) specification, or report was 1050 1040 1 040 INV IN: 008.85 (N) 3 INV N: 0( 3-15 (NE) INV OUT: 006.85 (S) EXISTING STORM SEWER INV OUT:1 D0111 (W) STA:0+89.10 31 1011.20 STA: 2+27 08 1010 STA: 5+62.26 1 195 1010 1022.26 OFF: 0.00 CORE DRILL OFF: 0.00 173 1 1012.37 WITH WATERTIGHT OFF: 5.16R 29.3' of 8' 7 B ILD: 11.34 1000SD BUILD: 10.03 1000 7 BUILD 14.74 129 1012.01 DRAWN: RI :1022.16 1022.9 RIM: 1020.23 1 315 1013.55 RIM, 102159 1023.2 8 INV OUT:10 0.82 (S) 1013.37 INV IN:1010.30 (N) 1023.2 INV IN:1008.85 (W) 271 1030 1021.63 INV OUT:1010.20 (E) 249 1 1013.00 INV IN: 100&85 (N) 1030 1023.2 8 5 227 INVOUT: 1006.85 (S) 1021.52 1023.2 9 1 40 1011.14 1021.13 1022.3 9 2 62 1011.18 1021.17 020 9 7.5' MIN. 1011.20 1021.16 1022.3 9 4 --1020 1011.17 1021.39 1023 9 7 _-- 123 1011.19 --- 1010 1010 131. ' of 8" SDR 3 @ 0.40% 335.4' of 8" SDR 35 08" CONN CT TO EXISTI G 8" STUB WATE CROSS. 1. 590' 8" C900 1000 SERA ATION. PVC WATERMAIN i\I 1000 LU ru UJI w N LU 990 ¢ u� U rn m M m 0,4 LU 9 J W 990 UU 2 GO r r 980 DO (0 980 N Or7 r OOJ N ^O N O r `T O uj OJ p O rO O r p O Q r0 O O r p O Q hO Q O ad p O oJ ad O of p O Q O p O Q 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1040 MH 1 -EXISTING 1040 T BLOCK MH 1 1ST. MH S S A: 5+62.26 STA: 5+49 58 LFE OFF: 5.16R OFF: 27.85 1 1 030UILD: 14.74 BUILD15.18 1 030 1022.63 PROPOSED GATE VALVE 1023 RIM: 018,( 9 INV IN: 008.85 (W) specification, or report was INV IN:10 5.08 (N) INV IN: 008.85 (N) 3 INV N: 0( 3-15 (NE) INV OUT: 006.85 (S) EXISTING STORM SEWER INV OUT:1 D0111 (W) 1020 31 1011.20 6-3-2021 1020 1010 7 1 195 1010 1022.26 PRELIM PLAT CORE DRILL AND CONNE 2 173 1 1012.37 WITH WATERTIGHT BOOT 29.3' of 8' 7 3 151 1000SD 35 Q 6.04% 1022.18 1000 T BLOCK LOT S IE 01 CBE LFE 6 1 97 1011.74 PROPOSED SANITARY MANHOLE 1022.63 PROPOSED GATE VALVE 1023 6 2 75 1011.56 specification, or report was 1022.56 EXISTING HYDRANT 1023 6 3 53 1011.38 EXISTING STORM MANHOLE 1022.56 EXISTING STORM SEWER 1023 6 4 31 1011.20 6-3-2021 1022.45 1023 7 1 195 1012.55 1022.26 PRELIM PLAT 1022.9 7 2 173 1 1012.37 1022.18 1022.9 7 3 151 1012.19 1022.18 1022.9 7 4 129 1012.01 DRAWN: 1022.08 PROJECT NO: 220-0101 1022.9 8 1 315 1013.55 1021.78 1023.2 8 2 293 1013.37 1021.66 1023.2 8 1 3 271 1013.18 1021.63 1023.2 8 4 249 1 1013.00 1021.63 1023.2 8 5 227 1012.82 1021.52 1023.2 9 1 40 1011.14 1021.13 1022.3 9 2 62 1011.18 1021.17 1022.3 9 3 84 1011.20 1021.16 1022.3 9 4 106 1011.17 1021.39 1023 9 5 123 1011.19 1021.95 1023 0 25 50 100 LEGEND: S - SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) SCALE IN FEET HE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION CITY OF ORONO RESOLUTI( Jam_ N v/ �+ TEE VC I - vc csoo 4022.5 BLO K 6 EXISTING MH - NOTES: 0 15 30 60 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 46 HOURS PRIOR TO ANY SCALE IN FEET PUBLIC SEWER/WATERMAIN CONNECTION. 2. TRACER WIRE MUST BE INSTALLED WITH ALL NON-METALLIC WATERMAIN. 3. SANITARY SEWER MAIN AND WATERMAIN SHALL BE INSTALLED PER CITY SPECIFICATIONS AND DETAIL PLATES. 4. TYPICAL LOT SERVICES: SAN - 4' PVC SCH 40 WAT - 1.5" DIA. COPPER TYPE "K" 1" BLOW OFF 2" IRRIGATION SERVICE - GRADE CURB BOX 2" IRRIGATION SUPPLY -MAIN 2" TEE--- IRRIGATION EE---IRRIGATION SERVICE INSET NOT TO SCALE LEGEND: > PROPOSED STORM SEWER o, o, PROPOSED DRAINTILE 01 PROPOSED SANITARY SEWER N O z < PROPOSED WATERMAIN ■ PROPOSED CATCH BASIN U :) PROPOSED SANITARY MANHOLE H PROPOSED GATE VALVE ccO H z PROPOSED HYDRANT O U EXISTING GATE VALVE -6- specification, or report was prepared by me or under EXISTING HYDRANT direct supervision and that I EXISTING WATERMAIN OO EXISTING CATCH BASIN ® EXISTING STORM MANHOLE >> EXISTING STORM SEWER 0 EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames 11 SHEET 1 1 OF 23 Cn Z LU LL W Q � O N O z < O 0 O w Q LU 00[ U U :) >_ Z z cc CC N ccO H z O O o O U N I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 11 SHEET 1 1 OF 23 i ii�-� W_ i i I--- 1070 BLOSSOM CIRCLE 1070 1060 LOT 1020 IE HYDRANT W/ 75' G 1 9.4'-6" PVC C900 OVER 1060 1010 -'. STA: 11+44.28 �. 1010 CONNECT TO 1011.95 CONNECT T 1050 SAN MH 4 8X6" TEE AT • 6" W/IV 1023.64 1024.8 BLOSS01v CIRCLE 1 129 1050 1023.4 1024.6 16' - 6" C900 BLOCKE SAN MH 3 MH 1 STA: 5+62.26 PVC WATEF MAIN MH 2 H 3 STA: 7+90.20 STk8+97.73 1000 MH 4 STA: 11+14.47 1023.31 1024.6 1 040 990 63 OFF: 0.00 1023.28 1024.6 3 8" C900 OFF: 5.16R N 0 N 0 OFF: 5.16R FF: 0.00 3 2 BUILD: 14.74 1011.28 1022.98 77 BUILD:11.63 UILD:10LlINVIN: 3 BUILD: 10 tiG WATERMAIN 1023.05 1023.8 4 RIM: 1021.59 85 1011.70 w O1 RI M: 1022 1 2 3 4 tiF 5 IN:1008.85 (W) 3 41 INV IN:1010.80 (W)3 (SW) V Fill INV OUT: 012.18 (NE) 4 3" IRRIGATION CONDUIT (TYP.) 1030 INV INV �`rF�. 5 1 INV OUT:1010.7 (S)1 22 (E) 1012.05 _ 1023.5 5 1030 145 1012.23 1023 1023.5 5 ks 167 1012.42 1022.89 1023.5 5 4 189 1012.61 1020 --------__-- ---- o �'° 1012.79 1 A 8" 1020 SAN MH 2FF'J _ ---_� o FIT ITm COVE 1010 D m 2-45' BENDS -� 45' BEND 215. SDR 35 ' of 8" O 0.40% EAST WATERMAIN LOOP SAN MH 1 of 8" 6" C900 WATERMAIN $,. 0.40% WILLOW L)RIVE WILLOW DRIVE Q CONNECT TO EXISTING 6" WATER (PI HYDRANT W/ 8" C900 STUB WITH 6" G.V. 6" G.V., 8X6" TEE - b X22.4'-6" C900 PVC b FLANGE EL. 1023.5 WATERMAN -` I STA: 8+09.56 1070 BLOSSOM CIRCLE 1070 1060 LOT 1020 IE HYDRANT W/ 75' G 1 9.4'-6" PVC C900 OVER 1060 1010 -'. STA: 11+44.28 �. 1010 CONNECT TO 1011.95 CONNECT T 1050 SAN MH 4 8X6" TEE AT EXISTING 6" W/IV 1023.64 1024.8 BLOSS01v CIRCLE 1 129 1050 1023.4 1024.6 16' - 6" C900 1 040 1011.73 MH 1 STA: 5+62.26 PVC WATEF MAIN MH 2 H 3 STA: 7+90.20 STk8+97.73 1000 MH 4 STA: 11+14.47 1023.31 1024.6 1 040 990 63 OFF: 0.00 1023.28 1024.6 3 1 OFF: 5.16R N 0 N 0 OFF: 5.16R FF: 0.00 3 2 BUILD: 14.74 1011.28 1022.98 77 BUILD:11.63 UILD:10LlINVIN: 3 BUILD: 10 00 1011.70 1023.05 1023.8 4 RIM: 1021.59 85 1011.70 RIM: 1022.33 1023.8 RI M: 1022 18 63 1011.65 1023.2 INV IN:1008.85 (W) 3 41 INV IN:1010.80 (W)3 (SW) 1023.2 INV OUT: 012.18 (NE) 4 23 1030 INV INV IN:1008.85 (N) UT:1006.85 (S) 5 1 INV OUT:1010.7 (S)1 22 (E) 1012.05 1023.22 1023.5 5 1030 145 1012.23 1023 1023.5 5 3 167 1012.42 1022.89 1023.5 5 4 189 1012.61 1020 --------__-- _ ---- _-- _-__---_--__---- 1012.79 1 1022.72 1023.5 1020 COVE 1010 1010 215. SDR 35 ' of 8" O 0.40% SR35®0.8% of 8" 105.1' of231.2' SDR 35 @ $,. 0.40% 61 8" C900 PVC WATERMAN 1000 1000 FLU LU LU 990 n 990 LU Z 980M U 980 if OJ M r aJ NO �O V) mO N r NO N OJ N r7 p V) N M N N NO a V) N N N rvl N N m O N O Np C ry Cn cN OJ N of 0 M M N co 0 cM0 0 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CITY OF ORONO RESOLUTIC SAN MH 6 ------------ EAST WATERMAIN LOOP LOT 1020 IE HYDRANT W/ 75' G 1 9.4'-6" PVC C900 OVER FLANGE EL. 1023.03 1010 -'. STA: 11+44.28 �. 1010 CONNECT TO 1011.95 CONNECT T 1024.8 SAN MH 4 8X6" TEE AT EXISTING 6" W/IV 1023.64 1024.8 SAN MH 6 ------------ EAST WATERMAIN LOOP LOT 1020 IE 1020 75' MIN. 1 207 OVER 1023.6 1010 1 1010 CONNECT TO 1011.95 CONNECT T 1024.8 1 8X6" TEE AT EXISTING 6" W/IV 1023.64 1024.8 BLOSS01v CIRCLE 1 129 1011.77 1023.4 1024.6 16' - 6" C900 107 1011.73 1000 PVC WATEF MAIN 3 1000 990 1023.31 1024.6 2 990 63 �a 1023.28 1024.6 3 1 31 N 0 N 0 1023.8 3 2 0+00 1+00 BLOCK LOT S IE CBE LFE 1 1 207 1012.03 1023.6 1024.8 1 2 186 1011.95 1023.66 1024.8 1 3 164 1011.87 1023.64 1024.8 2 1 129 1011.77 1023.4 1024.6 2 2 107 1011.73 1023.37 1024.6 2 3 85 1011.77 1023.31 1024.6 2 4 63 1011.62 1023.28 1024.6 3 1 31 1011.45 1022.93 1023.8 3 2 10 1011.28 1022.98 1023.8 3 3 97 1011.70 1023.05 1023.8 4 1 85 1011.70 1023.11 1023.8 4 2 63 1011.65 1023.2 1023.8 4 3 41 1011.59 1023.2 1023.8 4 4 23 1011.56 1023.31 1023.8 5 1 123 1012.05 1023.22 1023.5 5 2 145 1012.23 1023 1023.5 5 3 167 1012.42 1022.89 1023.5 5 4 189 1012.61 1022.89 1023.5 5 5 211 1012.79 1 1022.72 1023.5 LEGEND: S - SANITARY SERVICE WYE 0 25 50 100 STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION SCALE IN FEET CBE = CURB BOX ELEVATION LEE - LOW FLOOR ELEVATION 8" TEE W/2 8" G.V. 0 15 30 60 SCALE IN FEET NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. TRACER WIRE MUST BE INSTALLED NTH ALL NON-METALLIC WATERMAIN. 3. SANITARY SEWER MAIN AND WATERMAIN SHALL BE INSTALLED PER CITY SPECIFICATIONS AND DETAIL PLATES. 4. TYPICAL LOT SERVICES: SAN - 4" PVC SCH 40 WAT - 1.5" DIA. COPPER TYPE "K" LEGEND: N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames ■pow ----- PROPOSED STORM SEWER IT e* PROPOSED DRAINTILE 1111- PROPOSED SANITARY SEWER N O Z PROPOSED WATERMAIN ■ PROPOSED CATCH BASIN 0 PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE itO Z PROPOSED HYDRANT w EXISTING GATE VALVE hereby certify that this plan, specification, or report was prepared by m under EXISTING HYDRANT - EXISTING WATERMAIN Q) EXISTING CATCH BASIN ®EXISTING STORM MANHOLE ->> EXISTING STORM SEWER O EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames ■pow ----- 12 SHEET 12 OF 23 N Z W LA. LU a � 0 N O Z O O Q W o 00[ U Z z cc CC c~i� itO Z O O o O U N hereby certify that this plan, specification, or report was prepared by m under my direct supervisicm and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 12 SHEET 12 OF 23 FORM SEWER SCHEDULE MH/CB FROM TO P. DIA. DIN P. SLOPE S % P. TYPE PIPE LENGTH FT FROM INVER TO INVERT RIM ELEV STR TYPE CAST TYPE BUILD F CB 106 CBMH 104 12 0.440% HDPE 90.05 1016.88 1016.48 1020.88 2x3' R-3067 4.00 CB 105 CBMH 104 12 0.440% HDPE 127.97 1017.07 1016.51 1020.92 2x3' R-3067 3.85 CBMH 104 CBMH 103 18 0.250% HDPE 71.97 1016.18 1016.00 1019.82 48" R-4342 3.64 CBMH 103 MH 102 18 0.250% HDPE 151.04 1016.00 1015.62 1020.00 48" R-4342 4.00 MH 102 CBMH 101 18 0.250% HDPE 110.59 1015.62 1015.34 1021.19 48" R-1642 5.57 SUMP CBMH 101 FES 100 21 0.360% RCP 25.32 1015.09 1015.00 1019.85 1 48" R-3067 8.76 B. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. ��7 9. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE 7r eekley �< REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK AND VERIFIED Hames OCS 300 EX STUB 18 0.260% RCP 1015.36 1021.50 48" R-4342 6.14 THE OWNER'S RESPONSIBILITY TO REPAIR. oT DT a DT 7111 D&U EASEMENT oz� 2DZ SL--- II OCS 400 EX STUB 18 0.260% RCP 1 01II 1014.11 OCS 300 & 400 OCS 501 1023.50 48" R-4342 9.39 STORM STUB. II BLOCK 4 C��ouT� i.I NOT TO SCALE -M.S- - 1118" OCS 501 FES 500 18 0.395% RCP 37.97 1009.15 1009.00 1017.05 60 GRATE 7.90 LEGEND: > PROPOSED STORM SEWER -11-DT- PROPOSED DRAINTILE ll� PROPOSED SANITARY SEWER PROPOSED WATERMAIN i t PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE Q N PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE VALVE / /OCS 400 EXISTING HYDRANT EXISTING WATERMAN EXISTING CATCH BASIN � / LL X ® EXISTING STORM MANHOLE >> EXISTING STORM SEWER zzl 0 EXISTING SANITARY MANHOLE CONNECT TO REMOVE f4' > EXISTING SANITARY SEWER EXISTING /O< , EXISTING STORM STUB //ZT,STORM STUB- - _ 1025 52 tk LZ 17 / LL/ 'APPROX. LOC.__ 18" STORM. STUB m W �p0 I I � � III � FLS_ FLOW <� ,L O' I CB 1 --RE. 1026.12 IE: 1010.27 O� O 1 I CO OAF} -G II v 11 c� III - 55° N O c ± x O --- --- ----- E 9,31 --------------- -<»1� U - - - CBMH 104 I O m MH 102 CBMH 103E CB 105 m � ISI - BLOCK 6 BLO K 7 BL K 6 l 1 2 3 4 t 5 1 2 3 4 1 2 3 4 • II DRAINTILE _ CLEANOUT (TYP•) - -3 RIP RAP � - - - - 111 D&U EASEMENT 'AIL 3133D) / DT DT � _ DT DT 3+01� � FES 500 DT ITT - - _ _ a+oo _ _ _ s+oo _ 0000 ------- OLS 501 FILTRATION BASIN ou- DRAINTILE (TYP.) CBMH 101ouG -9 G G u QW/4, SUMP & Gu ou ou ou ou oU G oU oU G G T D 6.4 CY CL -3 RIP RAP FES 100 PRESERVER -OU-OU T ou (SEE MNDOT DETAIL 3133D) 1 < s 11 W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) pr (PUBLIC R. 0. W.) PER PLAN NOT FOUND EXISTING 18" RCP STORM STUB OUTLET OCS 300 & 400 STRUCTURES ARE ELEVATION VARIES TO BE SET [DOGHOUSE] ATOP EXISTING 18' STORM SEWER STUBS. roan PLAN VIEW vivevaamus ox li: sxcincoesxw rrwsixurc IT _ - - CROSS SECTION AA ansaET }wMix, ;w Mix. }o.Mix. N 0 15 30 60 SCALE IN FEET Z c7 o a Z a Z O cc F- 0 W O o U L) cc w Lu z cn Z � cc O O cc 0 O F_ O o U N I hereby certify that this plan, specification, or report w o prepared by mo and that undermy d... aec} su,.,ISiont I a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA �� g MARK RAD/ _, SP 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 13 SHEET 13 OF 23 CITYqFEV&P q RESOLUTI N NO. 7206 T STOST S: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. ON - 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OFALLIANT CONSTRUCTION.E_1022.1_27\ 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE 733 Marquette Avenue LIE:, VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. Suite 700 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF ORONO ENGINEERING Minneapolis, MN 55402 DETAILS. 612.758.3080 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. www.alliant-inc.com /+ (PUBLIC R. O. W) - 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY / - TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL' LATEST REVISION, FOR ANY FILTRATION BASIN v _REJ919_88-_ CONSTRUCTION WITHIN PUBLIC R.O.W. DRAINTILE (TYP.) / IE.Io16.43(N) David OCS 300 � IE: IOI6.OI(W) B. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. ��7 9. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE 7r eekley �< REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK AND VERIFIED Hames < WITH VIDEO OR PICTURES. ANY DAMAGE TO THE STREET OR SIDEWALK AFTER WORK COMMENCES SHALL BE DEEMED TO BE CAUSED BY THE CONTRACTOR AND-- -- - \ THE OWNER'S RESPONSIBILITY TO REPAIR. oT DT a DT 7111 D&U EASEMENT oz� 2DZ SL--- II I:101 1 0l4 Afi(Wl REMOVE ts.5' 1 01II OCS 300 & 400 OCS 501 EXISTING DRAINTILE - I'I STORM STUB. II BLOCK 4 C��ouT� i.I NOT TO SCALE -M.S- - 1118" NOT TO SCALE 8" ST M. ST B S D III 1 2 3 4 II PROPOSED GROUND PROPOSED GROUND 3 =I RIM VARIES RIM 1017 NEENAH R-4342 1 I1 48" PRECAST GRATE SLAB TOP 60" I I II It LLI 6" PVC FILTRATION MANHOLE STRUCTURES SHALL BE CONSTRUCTED IN 6" PVC FILTRATION TRENCH DRAI NTILE INLET ELEVATION ACCORDANCE WITH THE CITY11 TRENCH DRAINTILE VARIES OF ORONO STANDARD DETAILS 1013.0 AND SPECIFICATIONS. N O U 18" RCP ET cn cn I .I J FLOW 1009E 5 FLOW Z m W �p0 I I � � III � FLS_ FLOW <� ,L O' I CB 1 --RE. 1026.12 IE: 1010.27 O� O 1 I CO OAF} -G II v 11 c� III - 55° N O c ± x O --- --- ----- E 9,31 --------------- -<»1� U - - - CBMH 104 I O m MH 102 CBMH 103E CB 105 m � ISI - BLOCK 6 BLO K 7 BL K 6 l 1 2 3 4 t 5 1 2 3 4 1 2 3 4 • II DRAINTILE _ CLEANOUT (TYP•) - -3 RIP RAP � - - - - 111 D&U EASEMENT 'AIL 3133D) / DT DT � _ DT DT 3+01� � FES 500 DT ITT - - _ _ a+oo _ _ _ s+oo _ 0000 ------- OLS 501 FILTRATION BASIN ou- DRAINTILE (TYP.) CBMH 101ouG -9 G G u QW/4, SUMP & Gu ou ou ou ou oU G oU oU G G T D 6.4 CY CL -3 RIP RAP FES 100 PRESERVER -OU-OU T ou (SEE MNDOT DETAIL 3133D) 1 < s 11 W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) pr (PUBLIC R. 0. W.) PER PLAN NOT FOUND EXISTING 18" RCP STORM STUB OUTLET OCS 300 & 400 STRUCTURES ARE ELEVATION VARIES TO BE SET [DOGHOUSE] ATOP EXISTING 18' STORM SEWER STUBS. roan PLAN VIEW vivevaamus ox li: sxcincoesxw rrwsixurc IT _ - - CROSS SECTION AA ansaET }wMix, ;w Mix. }o.Mix. N 0 15 30 60 SCALE IN FEET Z c7 o a Z a Z O cc F- 0 W O o U L) cc w Lu z cn Z � cc O O cc 0 O F_ O o U N I hereby certify that this plan, specification, or report w o prepared by mo and that undermy d... aec} su,.,ISiont I a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA �� g MARK RAD/ _, SP 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 13 SHEET 13 OF 23 Z STA: 11+20.31 PT STA:0+15.00 SIZE 4' PRIVATE SIDEWALK ------ ---------- 101 1 HIGH PT S 5+49. 8 � I'OP SIDEW AV PED RAMP ry 2�� A Oj W � o a.�o MH 102 EXISTING GATE VALVE ROAD WIDTH VARIES l prepared by m under BIB _ EXISTING WATERMAIN 0 EXISTING CATCH BASIN 2 T e STREET LIGHT (TYP.) STA ;0+46.1 TO 1+41.8 \ V� \ TRANSITION FROM B612 iu SURMOUNTABLE C&G g g 25.93 c -I STOP AND < STREET SIGN <� \ \\ STREET LIGHT (iH�s BY DATE STA: 0+40.46" SNffT) PED RAMP 1-20-2021 CITY SUBMITTAL - PI 4-21-2021 CITY SUBMITTAL I I CONNECT TO EXISTING 96 (TYP.) B618 C&G \ LOSSO IRCLE REMOVE AND o'er' STOP AND RELOCATE, �rn ;a1 STREET SIGN - BLVD TREE CY CL -3 C 2 3 4 STA: 1+95.84 MPR 1 2 SURMOUNTABLE N STA: 0+15.45. 8612 C&G DV x C&G TRANSITION I SAWCUT� \�-� \ BLE C& G STA: 0+78.19 FROM 8612 TO SURMOUNTABLE CLEANOUT PAVEMENT REMOVE C&G `�� I0 o C� G _4' ELEV: 1020.1 V _ +o S b £ � I I PR VATE /2 H U Jiw 1p II RIP RAP-3 WEST (COUNTY HIGHWAY NO. 112) _ FILTRATION BASIN PED RAMP \ �i- DRAINTILE (TYP.) _ _(PUBLIC -8. .W. w 1050 B618 C&G CONNECT TO m Dole -EXISTING C&G > > OW PT STA: 1+30.00 0 o J 0 � m ---------------�_ 1iJ 4' PRIVATE OCs 501 SIDEWALK BLOSSOM CIRCLE 1070 1070 HIGH PT STA:0+15.00 SIZE " ,., ------ ---------- 101 1 HIGH PT S 5+49. 8 � I'OP SIDEW LK 2�� GRATE W LU W � o a.�o O U EXISTING GATE VALVE HIGH V: 1021.77 specification, or report was prepared by m under BIB _ EXISTING WATERMAIN 0 EXISTING CATCH BASIN BLOCK EXISTING STORM MANHOLE A: PVI STA: 5+50.001 EXISTING STORM SEWER I PVI ELEV:1 25.93 EXISTING SANITARY SEWER RETAINING WALL STREET LIGHT PVI ELEV: 1021.83 BY DATE 1060 K:10.0 Lvc: so.00 1-20-2021 CITY SUBMITTAL - PI 4-21-2021 CITY SUBMITTAL I I 6-3-2021 CONSTRUCTION DOCUMENTS 96 (TYP.) ► 3+Oc� o TLOT o'er' STA: 2+30.40 LOW LOW P ;a1 0 0 9 CY CL -3 C 2 3 4 5 MPR 1 2 PROJECT NO: 220-0101 N m N DV x CBMH 101 m I SURMOUNT BLE C& G j CLEANOUT -- - _ SUMP &J - o PRESERVER _4' ELEV: 1020.1 +o FES 100 +0 � I I PR VATE 1070 HIGH PT STA:0+15.00 SIZE 1 CASTING MH N0. SIZE CASTING 101 TRANSITION FROM 8612 TO SURMOUNTABLE C&G HIGH PT S 5+49. 8 48" DIA SIDEW LK CBMH 101 W/4' SUMP & PRESERVER GRATE W LU PROPOSED HYDRANT O U EXISTING GATE VALVE HIGH V: 1021.77 specification, or report was prepared by m under - _ EXISTING WATERMAIN 0 EXISTING CATCH BASIN ® EXISTING STORM MANHOLE A: PVI STA: 5+50.001 EXISTING STORM SEWER O PVI ELEV:1 25.93 EXISTING SANITARY SEWER RETAINING WALL 43480 Date unease No. PVI ELEV: 1021.83 BY DATE 1060 K:10.0 Lvc: so.00 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL I I 6-3-2021 CONSTRUCTION DOCUMENTS K: 48.60 Ce 50.190 1060 ► 3+Oc� o BLOSS MJ o'er' FES 100 LOW LOW P 0 0 9 CY CL -3 C 1 _ MPR FT STA: 2+1191 ELEV: 102 RIP RAP PROJECT NO: 220-0101 N m N DV x CBMH 101 PVI I RAINTILE W/4' G j CLEANOUT -- - _ SUMP &J - o PRESERVER PVI ELEV: 1020.1 +o FES 100 +0 � I I 1 OJO /2 H U Jiw 1p II RIP RAP-3 WEST (COUNTY HIGHWAY NO. 112) _ FILTRATION BASIN - - �"- DRAINTILE (TYP.) _ _(PUBLIC -8. .W. 1070 HIGH PT STA:0+15.00 SIZE 1 CASTING MH N0. SIZE CASTING 101 48" DIA HIGH PT S 5+49. 8 48" DIA H GH PT ELEV: 1026.68 GRATE W LU PROPOSED HYDRANT O U EXISTING GATE VALVE HIGH V: 1021.77 specification, or report was prepared by m under PVI STA:O 40.00 EXISTING WATERMAIN 0 EXISTING CATCH BASIN ® EXISTING STORM MANHOLE A: PVI STA: 5+50.001 EXISTING STORM SEWER O PVI ELEV:1 25.93 EXISTING SANITARY SEWER 6-3-2021 43480 Date unease No. PVI ELEV: 1021.83 BY DATE 1060 K:10.0 Lvc: so.00 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS K: 48.60 Ce 50.190 1060 o o'er' LOW LOW P 0 0 0^ 0 o 1 DESIGNED: MPR FT STA: 2+1191 ELEV: 102 TAS PROJECT NO: 220-0101 N m N PVI .23 STA: 2+19.0 o o PVI ELEV: 1020.1 +o +0 1 1 OJO U U Jiw U K: 49.82 &i N� 1n w 1050 DD m ww > > OW PT STA: 1+30.00 0 o m DO 1iJ w 1 OW PT E-EVI 1020.61 vC PVI ST :1 05.00 + + 1040 PVI EL V:1 20.73 N N 1 040 o� LVC 50 00 m w ll o o SUMP 101 II w n ro CBMH co o o STA: 2+18.04 1 10.30 �w N o+0 +�BUILD: OFF: 12.00R 8.76 1030 9.85 PROP SED GROUN > > > w INV IN:1015.34 (N) 1 \_ DO OD INV OUL1015.09 (W) EXISTING GROUND SUMP: 4' 1 1 O2O 0.50% 0.50% _ 0.53%1 020 1010 -_----- 010 1000 1 1000 W 1 LU LU 990 �m W 990 -o U o ro O N W Z J 0+ 0 ± �� 12 980 0 01 m a J 980 n nw 1 ¢ N O ^ N Q O i1J of O O r Q O O r O O n O O 0 n p O Q r Q O 0 on p O aJ Q O aJ p O O, Q O N p 1 0 Q 0+00 1+00 2+00 3+00 4+00 5+00 6+00 CITY OF ORONO RESOLUTIC CK 7 BLO K ETRE T LIGHT i'j O 4' ATE - - III SIDPRI EW LK PE RAMPS 3 4 1 2 3 4 ire II 0 MATCH LINE 0+ x,11 w SUR OUNTAB &G (SEE SHEET I 0., -41 o 3 7' PU I SIDE Kr I 3 IOL ► ► ► � I I I iJ 8612 C&G TR G G i cant. Y7A7S7 Hl��M- G T 0' -0U -0U -0U ou ou T < «- � c u 0 15 30 60 SCALE IN FEET NOTES: 1. ALL INTERSECTION CURB RETURNS SHALL BE 8612. CONNECTION TO KELLEY PARKWAY SHALL BE 8618. 2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 3. SEE SITE PLAN FOR SIGN AND LIGHTING LOCATIONS. 4. CONNECTION TO KELLEY PARKWAY MUST BE CORRDINATED NTH THE CITY PRIOR TO ANY WORK. EXTENTS OF REMOVALS SHALL BE MARKED BY THE CIN PRIOR TO DEMOLITION. BITUMINOUS PAVEMENT SHALL BE SAWCUT AND CONCRETE REMOVED TO NEAREST JOINT FOR CLEAN MATCH LINES. 9. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE REVIEWED BY THE CIN AND CONTRACTOR PRIOR TO ANY WORK AND VERIFIED WITH VIDEO OR PICTURES. ANY DAMAGE TO THE STREET OR SIDEWALK AFTER WORK COMMENCES SHALL BE DEEMED TO BE CAUSED BY THE CONTRACTOR AND THE OWNER'S RESPONSIBILITY TO REPAIR. STRUCTURE AND CASTING SCHEDULE MH N0. SIZE 1 CASTING MH N0. SIZE CASTING 101 48" DIA R-3067 102 48" DIA R-1642 OCS 50148" DIA GRATE W LU PROPOSED HYDRANT NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. LEGEND: > PROPOSED STORM SEWER oT IT PROPOSED DRAINTILE ► PROPOSED SANITARY SEWER O F- PROPOSED WATERMAIN PROPOSED CATCH BASIN U PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE W LU PROPOSED HYDRANT O U EXISTING GATE VALVE hereby certify that this plan, specification, or report was prepared by m under EXISTING HYDRANT direct sup-isicm and that I EXISTING WATERMAIN 0 EXISTING CATCH BASIN ® EXISTING STORM MANHOLE » EXISTING STORM SEWER O EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames mpow----- 14 SHEET 14 OF 23 Cn LL Z NO Z LU U O 0 Z LU w LU 0 O to O F- Irw U Zcc U Z Q O Z W LU O O o O U N hereby certify that this plan, specification, or report was prepared by m under my direct sup-isicm and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA / MARK RAUSCH, PE 6-3-2021 43480 Date unease No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 14 SHEET 14 OF 23 -`1 1 11 7J �TE &G N w w EWAL � IDWALK BLOCK x n A En U, rn I 1 2 3 zU MOUNTA LE&G 1 A x A STREET LIGHT "Nu r 777-F7- k14 f OSSOM CIRCLE A -7,0-t IF- N m -i WI LOW DRIVE PUBLIC SIDEWALK PROPO ED RIGHT OF WAY b 0 1 0 15 30 60 SCALE IN FEET 1070 TRANSITION FRGM -B6tZ B612 C&GJ TO SURMOUNTABLE C&G STA: 7+91.88 CB 105 WILLOW DRIVE --- BLOSSOM CIRCLE J/ / o r i MPji`\N Tib (TNvS 4PRIVAT SIDEWALK DRAINTILE CLEANOUT F CITY OF ORONO RESOLUTIC DRAINTILI moo\ FF OCS 1070 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 15 30 60 SCALE IN FEET NOTES 1. ALL INTERSECTION CURB RETURNS SHALL BE B612 CONNECTION TO KELLEY PARKWAY SHALL BE 8618 2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 3. SEE SITE PLAN FOR SIGN AND UGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH N0. SIZE CASTING MH N0. N!, IZE CASTING 102 48" DIA R-1642 106 21,X36" R-3067 105 48" DIA R-3067 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. LEGEND: > PROPOSED STORM SEWER HIGH PT STA: 5+49.8 LOW P STA: 6+5 .99 HIGH PT STA: 7+91.02 PROPOSED WATERMAIN HIGH PT STA: 10+78.86 U PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE W LU HIGH PT ELEV: 1021.77 LOW PVI P ELEV: 1021.30 STA: 6+6&9 HIG PT ELEV: 1022.48 prepared by m undera HIGH PT EL V: 1022.38 EXISTING WATERMAIN 0 EXISTING CATCH BASIN ® EXISTING STORM MANHOLE PVI STA: 5+50.001 PVI EL EXISTING SANITARY MANHOLE VI STA:7+80.50 EXISTING SANITARY SEWER PVI STA: 1+00.00 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE PVI ELEV:1021.83 K: 28.55 PRELIM PLAT VI ELEV:1022.57 PVI ELE :1022.52 1 060 K: 48.60 1(12 Son()LV K:2898K:3 .72 PROJECT TEAM DATA 1060 MPR DRAWN: TAS PROJECT NO: 220-0101 LVC: 75.00 00 001 M rn M o N Ny ONS M ONuO of if1 if1 I + N N N N + N � N + � + ° + + N N o + +o + O ± O 1050 > >> MH 102 1050 >> >> m w Div 0> STA: 11+74.76 m m w Lam' m > m w w OFF: 0.00 1 GO BUILD: 5.57 RIM :1 21.19 1040 1 INV 1 :1015.62 (E) 1040 CB 105 B 106 STA: 6+60.00 TA:9+48.34 OFF: 12.00R o FF: -32.00E rn BUILD: 3.85U LD: 4.00 °'ro 1 RIM: 1020.92 � IM:1020.88 6. 030 INV OUT:10T7.o (W) NV OUT: 101 .88 (S) +2 1030 1 a II a> II 1 0.53%- 1.23% 0. 0% - .799a- 6 1020 _ _ - -_--- _0_50% 1020 -- ----- - STA - 11+76.16 E EV = 102116 1010 1010 1000 I 1000 Iru UJ 2 990 IN W ? 990 Z I� 1 980 980 a N OJ ri) M cN0 N W o O o O o 0 0 0 o O o 0 o D o O o O do o 0 o No Cc 0 0 OJ o O N OJ o D o 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 15 30 60 SCALE IN FEET NOTES 1. ALL INTERSECTION CURB RETURNS SHALL BE B612 CONNECTION TO KELLEY PARKWAY SHALL BE 8618 2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 3. SEE SITE PLAN FOR SIGN AND UGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH N0. SIZE CASTING MH N0. N!, IZE CASTING 102 48" DIA R-1642 106 21,X36" R-3067 105 48" DIA R-3067 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. LEGEND: > PROPOSED STORM SEWER o. o. PROPOSED DRAINTILE Ill PROPOSED SANITARY SEWER V/ O (nIr PROPOSED WATERMAIN PROPOSED CATCH BASIN U PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE W LU PROPOSED HYDRANT D° EXISTING GATE VALVE I hereby certify that this plan, specification, o report w prepared by m undera EXISTING HYDRANT direct sup-isionoand that I EXISTING WATERMAIN 0 EXISTING CATCH BASIN ® EXISTING STORM MANHOLE >> EXISTING STORM SEWER O EXISTING SANITARY MANHOLE > EXISTING SANITARY SEWER N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames 15 SHEET 15 OF 23 to LL Z (�n/� ~ Z LU U O 0 z O LU w LU 0 O (n V/ O (nIr N U Zcc U Z Q O Z O (� W LU x & O o O U � N I hereby certify that this plan, specification, o report w prepared by m undera my direct sup-isionoand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA / 11W MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 15 SHEET 15 OF 23 1040 CITY OF ORONO RESOLUTI( STA, N LEGEND: STA: 4+49.83 CBMH 103CB CBMH 1104 OFF: -107.58L 1030 BUILD: 3.64UILD:4.00 tk SMA EXISTING C&G PROPOSED STORM SEWER 1030 RI9:TOT9.82 INV OUT:1 STA:2 oT o, PROPOSED DRAINTILE STA: 10+ 4 .45 C&G T i Yo -� PROPOSED SANITARY SEWER am a duly Licensed PED AMP � 'L \ ♦ TRANSITION FROM 61 PROPOSED WATERMAIN lI 102 OFF: -64. ST OFF: -LD: �� SURMOUNTABLE C PROPOSED CATCH BASIN IN 3.85 1010 43480 'of 12"HOPE®0.44% 0 PROPOSED SANITARY STA: 11 +74.76 BUILD: .00 ,8618 C&G - F URMOUNT L &G / PROPOSED GATE VALVE KING STALLS l 1 030 MATCH EXISTI` II PROPOSED HYDRANT OFF: 0.00 RIM: 102C.00 0o SCALE IN . 8612 CD Ml 1030 FES 100 '.. O ROAD � CB I6' DRAWN: TAS EXISTING HYDRANT J_ Cm ROAD WIDTH WIDTH VA IES. � V �+41.8 SIDEW6 IIALONG STA: EXISTING WATERMAIN INV 0 1021.191NV UT:1016.00 P kI I G tYJ ro E) ® EXISTING STORM MANHOLE -�" L - o• 1 STREET T 00 EXISTING STORM SEWER E) III �I _ 6612 C&G 0�TRANSITION FROM 1 B612 TO i �< (TYP.) INV IN:1 m II I, I. TRANSITION FROM B612 TO SURMOUNTABLE. 1020 III ✓� 'A E 1 II I SURMOU^N1TA3o BLE C& n �I 1020 15 Ln4' ED2AMP I I�I of 12"HOPE ®0.44% RIVATEI _ 0 SIDEWALK 1 11 -42 �I � I 'C12110' S DEWALK + ^^" LONG PARKING17 I ON 1 SAN, C OSSING I STOP 1 -'6612 C&G I _ II j 18" HDPE ®0.25% a STREET IGN _ 1+87 < < < < 1010 B B 0 110.6' of 18" HERE @ 0.25% N 1' 1 < < < < I CROSSING 8" W _- m cn MH 102 72. ' of 18" HOPE ® 0.25% CBMH 103 - CBMH 104 SSTRE T LIGHT Ikl 1 000 Il STRETYR.ET LIGHT BLOCK BL K 7 1 000 4' PRI BL ATE CK 6 (TGHT N N fl III I� N O M r7 r US O _ () N O r W W N W m m SIDEW LK PE RAMPS O III 4' PRIVATE N O O P N O O N N O O n' O O N N O O N O 3 4 5 1 2 3 4 1 2 3 4 EXISTING POND SIDEWALK RMOUNT BLE C& IIS RETAIANLL =_ TRANSITION FROM 8612 TO 4' PRVATE 6.4 CY CL-3SURMOUNTABLE C&G SIDEW LK SU OUNTAB &G RIP RAP (SEE MNDOT 17 S 'v - 7 DETAIL 31330) / II PUBLIC SIDEWALK / DT DT DT DT +off -N�, _ - FES 500 OT DT - - _�+00 m _ 5+00 - I �w IE I I I OCS 501 --- --- -- _ -- -- �iJ - a - _- --_- - -- --� _- B612 C&G FlLTRATION _ ou ou BASIN u �_-- G fou Gou G G /Qa; aA7�,--�'S7-'sFl��A�-G ( DRA(NTIL> ou ou ou ou oJPROPOSED ou T T TYP. G CBMH 101 RIGHT OF WAY < W/4' SUMP & s DRAINTILE PRESERVER .. Q CLEANOUT 6.4 CY CL -3 RIP RAP FES 100 (TYp,) (SEE MNDOT DETAIL 3133D) vv TZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) -I - (PUBLIC R.O.W.) - CENTRAL STORM RUN CB 106 -CB 104 1040 CITY OF ORONO RESOLUTI( CB 105 1040 1040 1040 STA, N LEGEND: STA: 4+49.83 CBMH 103CB CBMH 1104 OFF: -107.58L 1030 BUILD: 3.64UILD:4.00 > PROPOSED STORM SEWER 1030 RI9:TOT9.82 INV OUT:1 STA:2 oT o, PROPOSED DRAINTILE STA: 10+ 4 .45 STA: 4+49. 3 -� PROPOSED SANITARY SEWER am a duly Licensed INV OUT:1016.18 (W) PROFESSIONAL ENGINEER under -I PROPOSED WATERMAIN MH 102 OFF: -64. 4L OFF: -LD: 0 PROPOSED CATCH BASIN IN 3.85 1010 43480 'of 12"HOPE®0.44% 0 PROPOSED SANITARY STA: 11 +74.76 BUILD: .00 0 15 30 60 N PROPOSED GATE VALVE O,1cCl l 1 030 RIM:1 PROPOSED HYDRANT OFF: 0.00 RIM: 102C.00 0o SCALE IN FEET EXISTING GATE VALVE Ml 1030 FES 100 O O C-6- MPR DRAWN: TAS EXISTING HYDRANT J_ Cm STA: EXISTING WATERMAIN INV 0 T:1015.09 ('V) RIM 1021.191NV UT:1016.00 EXISTING CATCH BASIN B312 C&G E) ® EXISTING STORM MANHOLE +'l TE FF:+ SUMP: 4' » EXISTING STORM SEWER E) INV UT:1016.18 (N) ® EXISTING SANITARY MANHOLE INV IN:1 15.0000 ( (E) E) > EXISTING SANITARY SEWER CB 105 1040 1040 1040 CBMH 104 STA, SUMP CBMH 101 STA: 4+49.83 CBMH 103CB CBMH 1104 OFF: -107.58L 1030 BUILD: 3.64UILD:4.00 STA:6+60.00 105 1030 RI9:TOT9.82 INV OUT:1 STA:2 18.04 INV IN:1016.48 (N) STA: 10+ 4 .45 STA: 4+49. 3 OF F:12.00R am a duly Licensed INV OUT:1016.18 (W) PROFESSIONAL ENGINEER under OFF: 12. OOR MH 102 OFF: -64. 4L OFF: -LD: L BUILD: 3.85 1010 43480 'of 12"HOPE®0.44% BUILD: 8.76 STA: 11 +74.76 BUILD: .00 3. BUILD: 3. 4 RIM: 1020.92 6-3-2021 CONSTRUCTION DOCUMENTS 1 030 RIM:1 19.85 OFF: 0.00 RIM: 102C.00 0o RIM: 1019.82Q7 -1 Ml 1030 FES 100 O O DESIGNED: MPR DRAWN: TAS IIN:11016.51 STA: 9 INV 0 T:1015.09 ('V) RIM 1021.191NV UT:1016.00 (W) INV E) +'l TE FF:+ SUMP: 4' INV IN:1015.62 E) INV UT:1016.18 (N) INV IN:1 15.0000 ( (E) E) INV OUT -1015.62 (S) 1020 1020 of 12"HOPE ®0.44% 'C12110' SAN, C OSSING 1 010 151.0' of 18" HDPE ®0.25% 1010 25.3' of 21" RCP Q 0.36 0 110.6' of 18" HERE @ 0.25% 8" - WATERMAIN CROSSING 8" W TERMAIN 72. ' of 18" HOPE ® 0.25% ROSSING 1 000 SA CROSSING 1 000 O� m r7 r N N fl r N O M r7 r US O cp N O r W W N W m m O T O O D O N O O N O O N O O N O O O O N O O n' O O N N O O N O CBMH 104 STA, CB 106 9+48.34 OCS 501 STA: 4+49.83 OF :-32.00L TA: 1+98.45 OFF: -107.58L 1030 BUILD: 3.64UILD:4.00 t U 1030 RI9:TOT9.82 INV OUT:1 16.88 (S) x & O o INV IN:1016.48 (N) BUILD: 7.90 I hereby certify that this plan, specification, or report was INV IN: 1016.51 (E) my RI M: 1017.05 am a duly Licensed INV OUT:1016.18 (W) PROFESSIONAL ENGINEER under INV OUT:1 09.15 (NW) 1020 MINNESOTA 1020 9.0 FES so 1010 43480 'of 12"HOPE®0.44% 1010 OFF: 12 I.70R 38.0' of 1E" 1010 9% INV IN: 0.o 1000 6-3-2021 CONSTRUCTION DOCUMENTS 0 N M � O 0o Oo NOTES: 1. ALL INTERSECTION CURB RETURNS SHALL BE 8612. CONNECTION TO KELLEY PARKWAY SHALL BE 8618. 2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 3. SEE SITE PLAN FOR SIGN AND UGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH N0. I SIZE CASTING MH N0. 1 SIZE I CASTING 10148' DIA R-3067 105 48' DIA R-3067 102 48' DIA R-1642 106 48' DIA R-3067 103 48' DIA R-4342 JOCS 50148' DIA GRATE 104 48" DIA R-4342 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. 04o OCS 501 -FES 500 1040 1030 1030 IZ OCS 501 Z W U O 0 Z cc LU LU 0 O to O (nIr TA: 1+98.45 t U Z Q FF: 101.50R W LU x & O o 1020 BUILD: 7.90 I hereby certify that this plan, specification, or report was 1020 my RI M: 1017.05 am a duly Licensed PROFESSIONAL ENGINEER under INV OUT:1 09.15 (NW) 'L'� MINNESOTA 1010 MARK RAUS/ FES so 1010 43480 Date License No. QUALITY ASSURANCE/CONTROL OFF: 12 I.70R 38.0' of 1E" RCP O 0. 9% INV IN: 009.00 (SE) 1000 6-3-2021 CONSTRUCTION DOCUMENTS 1000 M � O O O DESIGNED: MPR 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames 16 SHEET 16 OF 23 Cn IZ Z (O Z W U O 0 Z cc LU LU 0 O to O (nIr V U ZCC U Z Q O z o W LU x & O o O U H N I hereby certify that this plan, specification, or report was prepared by me r under or my direct supervisiont I that am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CHVPE MARK RAUS/ 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 16 SHEET 16 OF 23 SET STRUCTURE [DOGHOUSE] SEI PPR`,nlPy NV N EXISTING01850 (DRSTORM AINTILE) 1[EL INV IN=1018.40 (DRAINTILE) SE EX INV OUT=1015.36 (18" EXISTING) -« cvDRAINTILE TO HAVE MINIMUM i - 0.50% SLOPE TOWARDS OCS ' / r / FILTRATION BASIN 1 � � DRAINTILE CLEANOUT// INV=1019.00 i i 4 i i // 01 - lT�7 1p22/ j tip' ° P� A I — i =o- CITY OF ORONO RESOLUTI STORM SEWER, TYP. EXISTING 5 SIDEWALK °I TOP BERM 1022 Gi o ----- - 1022 io22 O 1021.5 of 1020.5________________ _ =D _�_jLZL_'_L;.____-_._ DT DT DT DT DIIIIIIIIl 19 /LL O DRAINTILE SECTION: FILTRATION BASINS 1&2 3I CLEAN SAND. REFF FROM USING HE 3 EQUIPMEN FILTRATION AR 6" PERFORATED DRAINTILE W/ SOCK LEGEND: SAND 309 MnDOT DE 2 COMPOST PRIVATE SIDEWALK BOTTOM OF FILTRATION BASIN 4 REAR 1023.8 EEE 1024.47 GEE 102_,\8 ENTIRETY OF BASIN A OCS 300 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ' 5• I HWL 1021.57 -\\RIM -1021.50 CROSS SECTION SHOWN IN PLAN I S SL <OQe______________________________ FILTRATION LEVEL 1021.5 (OLS 300 RIM ELEV.) ___ BOTTOM OF FILTRATION BASIN 1020.5 - - - y", - - - EXISTING CONTOUR PROPOSED EASEMENT -912- PROPOSED CONTOUR PROPERTY LINE x12.44 x912.44 PROPOSED SPOT ELEVATION LOT LINE (n O ZZ Fn < ` DIRECTION OF DRAINAGE (n Ir o V Z PROPOSED CATCH BASINS, CLEANOUTS Z O / PROPOSED STORM SEWER a ti DT PROPOSED DRAINTILE J O o U LL hereby certify that this plan, specitica}ion, o a report"' m o prepared by under my direct supervisionand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CHVPE MARK RAUS/ 6-3-2021 43480 / QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR SET STRUCTURE [DOGHOUSE] SEI PPR`,nlPy NV N EXISTING01850 (DRSTORM AINTILE) 1[EL INV IN=1018.40 (DRAINTILE) SE EX INV OUT=1015.36 (18" EXISTING) -« cvDRAINTILE TO HAVE MINIMUM i - 0.50% SLOPE TOWARDS OCS ' / r / FILTRATION BASIN 1 � � DRAINTILE CLEANOUT// INV=1019.00 i i 4 i i // 01 - lT�7 1p22/ j tip' ° P� A I — i =o- CITY OF ORONO RESOLUTI STORM SEWER, TYP. EXISTING 5 SIDEWALK °I TOP BERM 1022 Gi o ----- - 1022 io22 O 1021.5 of 1020.5________________ _ =D _�_jLZL_'_L;.____-_._ DT DT DT DT DIIIIIIIIl 19 /LL O DRAINTILE SECTION: FILTRATION BASINS 1&2 3I CLEAN SAND. REFF FROM USING HE 3 EQUIPMEN FILTRATION AR 6" PERFORATED DRAINTILE W/ SOCK LEGEND: SAND 309 MnDOT DE 2 COMPOST PRIVATE SIDEWALK BOTTOM OF FILTRATION BASIN 4 REAR 1023.8 EEE 1024.47 GEE 102_,\8 ENTIRETY OF BASIN A OCS 300 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ' 5• I HWL 1021.57 -\\RIM -1021.50 CROSS SECTION SHOWN IN PLAN I S SL <OQe______________________________ FILTRATION LEVEL 1021.5 (OLS 300 RIM ELEV.) ___ BOTTOM OF FILTRATION BASIN 1020.5 - - - y", - - - EXISTING CONTOUR PROPOSED EASEMENT -912- PROPOSED CONTOUR PROPERTY LINE x12.44 x912.44 PROPOSED SPOT ELEVATION LOT LINE (n O ZZ Fn < ` DIRECTION OF DRAINAGE (n Ir o V Z PROPOSED CATCH BASINS, CLEANOUTS Z O > PROPOSED STORM SEWER a ti DT PROPOSED DRAINTILE J TOP OF DRAINTILE-1019.5 DRAINTILE INVERT=1019.0 BOTTOM SAND -1018.25 6" PERFORATED DRAINTILE W/ SOCK-" INV=1018.50-/ `INV=1018.40 '-ENSURE 9" OF SAND BELOW SLOPED DRAINTILE FILTRATION BASIN 1 A -A' CROSS SECTION NOT TO SCALE V .1020 - V-'�� / I / I Q I � I i I � I DRAINTILE CLEANOUT INV=1019.00 4 TOPOF 6" DRAINTILE @ 1019.5 0 5 10 20 SCALE IN FEET 1 1 I I 1 II it 1I 11 11 �I I 1 II I I I 11 I/ If ill N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames .Nwom�-_ 17 SHEET 17 OF 23 Z _O (n O ZZ Fn < H z W UO p O W (n cn En O U Z Q (n Ir o V Z U Z O z O (~i�cc Z a ti x o O J O o U LL hereby certify that this plan, specitica}ion, o a report"' m o prepared by under my direct supervisionand that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CHVPE MARK RAUS/ 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 17 SHEET 17 OF 23 U) v � I I CSI I • V h 1O - PC1+914 1020.00 1020.00 11 X� SUMP CBMH 101, .3 -TC 701 1018 =7.= _ DRAINTILE CLEANOUT _< - ��Q _C _ INV=1013.00 a 4 a- - (TYP. OF 3)�, ----- ----- tom'-- - --- - - - ------------ 17 2' BERM AT 1018.00 (TOP) -ou-fou _ >5u � 0U -OU -01j- ou � � -111-OU-1 o1ou c I � C C - - - N WAYZATA BLVD 0 5 10 20 SCALE IN FEET ENTIRETY OF BASIN OCS 501 BOTTOM TO BE DRAINTILE CRIM=1017.00 CROSS SECTION ` DRAINTILE CLEANOUTS AS SHOWN IN PLAN y S<° -- -------HWL 1017_47 �`---------------------- -- 5 3 AF FILTRATION LEVEL 1017.0 (OLS 501 RIM ELEV.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a BOTTOM OF FILTRATION BASIN 1014.5 N TOP OF DRAINTILE=1013.5 DRAINTILE INVERT=1013.0 BOTTOM SAND=1012.80 (3) DRAINTILE INVERTS=1012.55 \�6" PERFORATED DRAINTILE W/ SOCK CORE SEPARATE HOLES FOR EACH ENSURE 9" OF SAND BELOW SLOPED DRAINTILE FILTRATION BASIN 3 C-CCROSS SECTION NOT TO SCALE LEGEND: - - - , - - - PROPOSED EASEMENT PROPERTY LINE LOT LINE ` DIRECTION OF DRAINAGE EXISTING CONTOUR -912- PROPOSED CONTOUR x12.44 x912.44 PROPOSED SPOT ELEVATION I RETAINING WALL O + PROPOSED STORM SEWER DT . (in ~ � U Z U (SEE PLAN BY OTHERS)O O fz: z O EL (~i� z a ti x o O ------------------------- O o ULL I hereby certify that this plan, specification, o report w O O 0 nny direct supervision and that I 1 N TW=1020.90 BW=1016.00 Q- W PROFESSIONAL ENGINEER under QLL- ti + 97% I MINNESOTA + WLL-�i rye I MARK RAUSCH, PE DRAINTILE TO HAVE APPROXIMATE 6-3-2021 i 0.50% SLOPE TOWARDS OCS QUALITY ASSURANCE/CONTROL TW=1020.90 TW=1020.90 - - of BW=1017.50 BW=1016.00 1-20-2021 CITY SUBMITTAL - E7 o I TW=1020.90 TW. /I BW=1016.00 - BW 28 SF OFTRM EOF=1017.50 h c 1016 � o 1015 FES 100 L : 017.47 I ST--H-WITT DT DT 1014.5 DT T �ID�\T IL I T C �I��\ T O T � DRAWN: 1014.5 DT PROJECT NO: 220-0101 1015 I� 1016 -- - - -- --------1017---- -- - --- -- -- - -- - U) v � I I CSI I • V h 1O - PC1+914 1020.00 1020.00 11 X� SUMP CBMH 101, .3 -TC 701 1018 =7.= _ DRAINTILE CLEANOUT _< - ��Q _C _ INV=1013.00 a 4 a- - (TYP. OF 3)�, ----- ----- tom'-- - --- - - - ------------ 17 2' BERM AT 1018.00 (TOP) -ou-fou _ >5u � 0U -OU -01j- ou � � -111-OU-1 o1ou c I � C C - - - N WAYZATA BLVD 0 5 10 20 SCALE IN FEET ENTIRETY OF BASIN OCS 501 BOTTOM TO BE DRAINTILE CRIM=1017.00 CROSS SECTION ` DRAINTILE CLEANOUTS AS SHOWN IN PLAN y S<° -- -------HWL 1017_47 �`---------------------- -- 5 3 AF FILTRATION LEVEL 1017.0 (OLS 501 RIM ELEV.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a BOTTOM OF FILTRATION BASIN 1014.5 N TOP OF DRAINTILE=1013.5 DRAINTILE INVERT=1013.0 BOTTOM SAND=1012.80 (3) DRAINTILE INVERTS=1012.55 \�6" PERFORATED DRAINTILE W/ SOCK CORE SEPARATE HOLES FOR EACH ENSURE 9" OF SAND BELOW SLOPED DRAINTILE FILTRATION BASIN 3 C-CCROSS SECTION NOT TO SCALE LEGEND: - - - , - - - PROPOSED EASEMENT PROPERTY LINE LOT LINE ` DIRECTION OF DRAINAGE EXISTING CONTOUR -912- PROPOSED CONTOUR x12.44 x912.44 PROPOSED SPOT ELEVATION PROPOSED CATCH BASINS > PROPOSED STORM SEWER DT PROPOSED DRAINTILE DRAINTILE SECTION: FILTRATION BASIN 3 CITY OF ORONO RESOLUTI( / Lj N 0 5 10 20 SCALE IN FEET ENTIRETY OF BASIN A OCS 400 BOTTOM TO BE DRAINTILE DRAINTILE CLEANOUTS AS ` HWL 1023.63 RIM=1023.50 CROSS SECTION SHOWN IN PLAN I S( a 5 OqF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f - - - - - ------------ -- FILTRATION LEVEL 1023.5 OLS 400 LE RIM EV� - o - - - - - - - BOTTOM OF FILTRATION BASIN 1022.5 TOP OF DRAINTILE-1021.5 DRAINTILE INVERT=1021.0 BOTTOM SAND -1020.25 6" PERFORATED DRAINTILE W/ SOCK- INV=1020.70) \-INV=1020.60ENSURE 9" OF SAND BELOW SLOPED DRAINTILE FILTRATION BASIN 2 B -B' CROSS SECTION NOT TO SCALE TOPOF 6" DRAINTILE ® 1021.5 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com Weeaek eY Hames .doo- - -- -- 18 SHEET 18 OF 23 Z _O H (n O ZZ N < Cn Z W UO p O W V) 0 cc U Z Q (in ~ � U Z U Z O fz: z O EL (~i� z a ti x o O J O o ULL I hereby certify that this plan, specification, o report w prepared by me or under nny direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA / MARK RAUSCH, PE 6-3-2021 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 18 SHEET 18 OF 23 CITY OF ORONO RESOLUTION NO. 7206 KELLEY PARKWAY - BLOSSOM CIRCLE BLOSSOM CIRCLE \ 43TC N ALLIANT 733 Marquette Avenue 1024..58 \ Suite 700 Minneapolis, MN 55402 B612 C&G \ TRANSITION FROM . 612.758.3080 SURMOUNTABLE' C)TO 8612 C&G www.alliant-ino.com ' 1023.88 C � \ STA:11+20.31 k' �� " > 1023.10 / �Z� R8 SURMOUNTABLE" -- David B6,2 C&G � �&G REMOVE /LL �// 1022.8 TC \ / /�� ..! V BLVD TREE R X-1692TC 1023.O�/TC Homes LZ B618 C&G 4� SIDEWALK '- /�� \ S' SIDEWALK 1 22 79T SAWCUT AND REMOVE EXISTING C&G / .�/ TRANSITION FROM 1 1 1. .16 / �o SURMOUNTABLE PED RAMP TO 8612 C&G STA:0+78.19 I _ 1026. C CONNECT TO EXISTING SIDEWALK - - 1022.71TC C!` 0221.78 �c X_ 0 7 E 7027.7 1026.9 PED RAMP SAWCUT AND REMOVE EXISTING SIDEWALK 022.23 t� 2TC / TRANSITION FROM SURMOUNTABLE I 10 Opt p3 V \ 0 UT 8618 TO 8612 C&G 6618 C&G / C&G STA: 0+20.19 P �� 1027.11 T < 7.11 TC EX -1 10 �6�9 \ / 6612 C&G I I i i v � 1p26'�SC 1026.79TC 025. 7-7 TO ' I 9 X022?0 V, N 6612 C, CONNECT TO EXISTING SIDEWALK a0. O T `1' `.L 022.1 OTC 1026.50TC 1026.45TC - 1 20.75TC _ .69 C 1021.8 C 0� v PED RAMP / 26.43TC - / ,,�� R3' 1020 09 C \ I . I 10 1.09iTC 4' SIDEWALK U) 5' SIDEWALK026.11 TC 6.02TC M NN 0.61 rc - 1020.511 PED RAMP Z W LU 1026 TRANSITION FROM -5 I \ \ I R112 II 1021.' C B618 TO B612 43TC I C&G STA: 0+20.07 \ \ ` 1 I 0 -3 Q0% BLOCI N U _ --- -_--16?4- A �O� � 50TC � t(� � 1024..58 Q20.48 Z W N -- 1021.23T N Z (n B612 C&G 0 \ \ - V) O cc W _� (") j Z 1023.88 C \ �11� I +.� (,� R8. 0i ,1023.10 11 - 1 1 2 3 0 M W 8612 c&c ` �1oz�o.4o o Z � 10 ?9 A�Tc�I `....`.. I 0 O V 0 I hereby certify that this plan, NOTES: r ae I specitica}ion, o report w -- - Prepared by me or under my direct supervision and that am a duly Licensed PROFESSIONAL ENGINEER under 1. SEE CITY OF ORONO STARNDARD PLATES FOR ALL DETAILS. 11 1 0.33TC \�ryO the laws of the State of Ij I v 102 .O5TC{ MINNESOTA / I 2. ALL RAMPS SHALL BE CONSTRUCTED ACCORDING TO MNDOT MARK RAUSCH, PE6-3-2021 43480 STANDARD DETAILS. 0 O.17Tc 1� Dafe License No. 20.17 UT 00.16TC \ I- - QUALITY ASSURANCE/CONTROL BY DATE 0 5 10 20 \ ,5Q DATE ISSUE ti 20. 2TC I p. 1-20-2021 CITY SUBMITTAL -PRELIM PLAT SCALE IN FEET ,Ory 4-21-2021 CITY SUBMITTAL DT DT 6-3-2021 CONSTRUCTION DOCUMENTS DT Q CP, X02 7� 5 +- 0 DT - PROJECT TEAM DATA DESIGNED: MPR 1017 1 /7 _---------------- -- ----- __ _- DRAWN: TAS PROJECT NO: 220-0101 1 19 SHEET 19 OF 23 BLOSSOM CIRCLE PARKING AREA 0 5 10 20 SCALE IN FEET N 8612 CITY OF ORONO RESOLUTA BLOSSOM CIRCLE - CROWN TRANSITION POINT TRANSITION FROM FULL - 3% RT–LT CROSS SLOPE OUNTABLE AT END RAD (STA 8+24) SU SURM TO 0% AT HP STA (7+95) I I'I — — — — PED RAMP — 4' SIDEWALK 17 OWN ' 0% CROWN AT HIGH POINT (STA 7+95) V v TRANSITION FROM SURMOUNTABLE rL'g� TO 8612 C&G STA: 7+95. III xa� TC-1023.16HP I o2?RBTc \ �I TRANSITION FROM SURMOUNTABLE TO 8612 C&G 102Y48H O, A\\ I�I STA: 7+95. TC'�1023.16H �/A \\\ • III II' TRANSITION FROM FULL II I 3% LT—RT CROSS SLOPE \ III AT END RAD (STA \ 7+74) TO 0% AT HIP II I STA (7+95) 1022.56TC � II I Oryx W W -J 8612 C&G SURMOUNT BLE Of ill V i O o o II' - III � I i I li i BLOSSOM CIRCLE - CROWN TRANSITION POINT I • \ 1�I 11 B612 C&IG I III • Q ry �O � LP -1021.42 • oryo99k JC I " I I 1 rye' y 7 PED RAMP T• 020 5T — 1020_5G 4' SIDEWALK I • III I I • I Ili — I�I Ill Ill - )N NO. 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames .do. ---- N O z_ N to O U O z O cc O 0 VI W z z 0 z 0 0 N H z W U O 0 z O H U cc t— N z O U U) J H W 0 z O H U W to cc W F– z H W W IM F- U) N I hereby certify that this plan, specification, or report was prepared by me or undermy direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUS/ CHVPE 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 20 SHEET 20 OF 23 TOWNHOMES 'BLOSSOM CIR: IWAYZTA BLVD. WEST LANDSCAPE BUFFER SECTION A -A' EXISTING TREE, TYP. (PUBLIC R.O.W.) BLOCK 4 3 4 0 I5 30 60 S AL IN FEET CITY OF ORONO RESOLUTI LANDSCAPE NOTES 1. CONTRACTOR IS RESPONSIBLE FOR CALLING GOPHER STATE ONE CALL AT 811 OR 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 2. INSTALL 4" MIN. TOP SOIL TO ALL SOD, SEED AND SHRUB AREAS. FINE GRADE ALL SOD AND SEED AREAS. INSTALL 12" PLANTING SOIL TO ALL PERENNIAL & ANNUAL AREAS. 3. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. HAVE OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 4. WHERE SHREDDED HARDWOOD MULCH IS SPECIFIED, BED MULCH WITH 4" DEPTH OF DARK BROWN SHREDDED HARDWOOD MULCH OVER FILTER FABRIC. 5. ROCK MULCH AT FOUNDATION PLANTINGS TO BE SELECTED BY OWNER OR OWNER'S REPRESENTATIVE. 6. POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. 7. INSTALL 4-6" DEPTH DARK BROWN SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 8. PLANTING SOIL SHALL BE 1:1:1 CONSISTING OF 33% SELECT LOAMY TOPSOIL, 33% PEAT MOSS, 33% PIT RUN SAND. 9. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 10. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 11. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 12. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 13. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 14. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 15. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 16. SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION SYSTEM TO PROVIDE COVERAGE OF SOD AND PLANTING AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. PROVIDE RAIN SENSOR. USE RAINBIRD OR APPROVED EQUAL COORDINATE WITH G.C. 17. GENERAL & LANDSCAPE CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATIONS FOR DISTURBED AREA STABILIZATION. 18. FIRE HYDRANTS MUST HAVE 5' MINIMUM CLEARANCE. INSTALL PLANT MATERIAL SUCH THAT IT WILL PROVICE A 5' CLEARANCE AROUND THE FIRE HYDRANT AT MATURITY. LANDSCAPE REQUIREMENTS PER ORONO CODE SECTION 78-626, 14B. ONE TREE PER 1,000 GROSS SQUARE FEET OF BUILDING FOOTPRINT AREA OR ONE TREE PER 40 LINEAL FEET SITE PERIMETER, WHICHEVER IS GREATER. MIN. 30% MUST BE CONIFEROUS. UP TO 25% MAY BE ORNAMENTAL AT A RATE OF 2:1. ONE SHRUB PER 300 GROSS SQUARE FEET OF BUILDING FOOTPRINT AREA OR ONE SHRUB PER 30 LINEAL FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED: PROPOSED SITE AREA: 44 TREES 46 TREES (43,142 SF / 1K) SHRUBS: 144 SHRUBS 161 SHRUBS (43,142 SF / 300) 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames .doo__ -__._ PROPOSED DECIDUOUS OVERSTORY TREE PROPOSED CONIFEROUS TREE PROPOSED SHRUBS & PERENNIALS SEED MIX MIN SEED MI MN SEED MIX j/33-261, LU STORMWATE., SOUTH & WEST MASONRY COLUMN —.—.—.— ORNAMENTAL FENCE POLY EDGING, SEE NOTES 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames .doo__ -__._ 21 SHEET 21 OF 23 Cn Z LU C N O Z cNi> I- U 0 O Z a O LU Ir w U Z U a Q O Z O cc (� U Z cc 0 O O U hereby certify that this plan, specification, or report was prepared by me orundermy direct supe isionand that I a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA 6%✓ofFiK MARK KRONBECK, PLA 26222 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 220-0101 21 SHEET 21 OF 23 LANDSCAPE SCHEDULE TOTAL KEY COMMON NAME SCIENTIFIC NAME PLANTING SIZE / ROOT TYPE NOTES Mature Size DECIDUOUS OVERSTORYTREES Height(ft) Width(ft) 1 HL Sunburst Honeylocust Gleditisia triacanthosvar.inermis'Suncole' 2.5'' cal. B&B Straight Trunk, No V -Crotch 40 35 4 SB Autumn Brilliance Serviceberry (Clump) Amelanchierx grandiflora'Autumn Brilliance8' ht. B&B Clump Form 25 20 7 RM Firefall Red Maple Acerx Freemanii'Firefall' 2.5" cal. B&B Straight Trunk, No V -Crotch 45 30 2 RO Red Oak Quercus rubra 2.5" cal. B&B Straight Trunk, No V -Crotch 70 70 3 SM Fall Fiesta Sugar Maple Acer saccarum'Bailsta' 2.5" cal. B&B Straight Trun k, "-V-Crotch 60 60 EVERGREEN TREES 2 BE Balsam Fir Abies balsamea 8' ht. B&B Full Form 50 20 24 BS Black Hills Spruce Picea glauca densata 8' ht. B&B Full Form 40 15 3 RP Red Pine Pinus resinosa & ht. B&B Full Form 50 40 46 TOTALTREES SHRUBS 6 BC Black Chokeberry Aronia melanocarpa 'var. elata' 36'' ht. cont. min. 5 canes at ht. spec. 7 5 24 BH Dwarf Bush Honeysuckle Diervilla lonicera 24" ht. cont. min. 5 canes at ht. spec. 4 3 2 EU Dwarf Winged Euonymus Euonymus alatus 36'' ht. cont. min. 5 canes at ht. spec. 9 7 1 HY Vanilla Strawberry Hydragea(Tree Form) Hydrangea paniculata 'Renhy'Tree Form 1.5'' ht B&B Straight Trunk, No V -Crotch 10 5 7 GF Goldflame Spirea Spirea x'Goldflame' 18" ht. cont. min. 5canes at ht. spec. 3 4 52 IB rogouis Beauty Chokeberry Aronia melanocarpa 'Morton' 24'' ht. cont. min. 5 canes at ht. spec. 3 5 6 1 SJ Iscandia Juniper Juniperus sabina'Scandia' 24'dia. cont. min. 5 canes at dia. spec. 1.5 1 5 61 TA Techny Arborvitae Thuja occidentalis'Techny' 8' ht. B&B Full Form, Select plants to provide opaque uniform 15 8 hedge upon installation 2 WN Tiny Wine Ninebark Physocarpus opulifolius'SMPOTW' 24'' ht. cont. min. 5 canes at ht. spec. 4 4 161 TOTALSHRUBS PERENNIALS 145 BES Goldstrum Black Eyed Susan Rudbeckia fulgida'Goldsturm' 1 g I. cont. Plant 21'' O.C. 24" 21" 12 CBL Plum Pudding Coral Bells Heuchera'Plum Pudding' 2 g I. cont. 6" 24" 4 GH Guacamole Hosta Hosta'Guacamole' 2 g I. cont. 24" 36" 58 LBS Blue Heaven Little Bluestem Schizachyrium scoparium'Blue Heaven' 1 gal. cont. 32" 18" 132 PCF Purple Coneflower Echinacea purpurea 1 gal. cont. Plant2l" O.C. 36" 24" 14 SDL Stella Supreme Daylily Hemerocallis'Stella Supreme' 1 gal. cont. 18" 24" 148 STR Prairie Blazing Star Liatris pychnostachya 1 gal. cont. Plant2l" O.C. 24" 24" Note: -Quantities on plan supersede list quantities in a discrepancy. SEEDING NOTES: STORMWATER SEED MIX: MN STATE SEED MIX 33-261. SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED) APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF I TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, FEE RTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY. BEFORE SIGNIFICANT DAMAGE OCCURS. REFER TO MN STATE SEED MIX MANUAL 0 COLUMN AND ORNAMENTAL FENCE EXAMPLES CITY OF ORONO RESOLUTION NO. 7206 0 15 30 60 SCALE IN FEET ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com V Z O U O Z O cc O David Weekley Homes Q O N Z Z O Z O 0 F_ Z W U O a Z O F_ U F_ Cn Z O U J a W Z a LU J W 2 U V) W a a U V) a Z J I hereby certify that this plan, specification, or report was prepared by m undermy direct supsrvisicm and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws 0f the State of MINNESOTA AM/ of�.n. MARK KRONSECK, PLA 26222 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MK DRAWN: G PROJECT NO: 220-0101 22 SHEET 22 OF 23 11 .0 '0.0 0.0 0.0 '0.0 0.1 0.1 '0.2 0.3 0.3 '0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 0.s O.a +1.1 1.0 0.] 0.] 0.4 0. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 1.5 2.3 3X.44 '4'.0 3.8 2.7 +.9'.7 0 0.1 0.0 0.0 0.0 0.0 0.0 0.O.0 -*J.0 0 0 0.0 0.0 0.0 0.0 0.1'1.3 9.9 5.s 6.6 6.2 57 1.8 0. 0.1 0.0 0.0 0.0 i 0.0 0.0 0.%0:0.0 0.0 o.o 0.0 0.LL-0-ff= . .0 0.0 0.111 0.2 0.] 1.3 0.6 0.] 0.8 1.2 0.9 0.2 0.1 0.0 0.0 0.0 I 0.0 0 0.0 0.0 o.o * o.0 0.0+o.1 0.1 0.0 0.0 0.0 0.011 0.1 IV I1: V0']�, .1 0.1 0.1 0.a 0.a O.q 0.0 o.o +0,,V 0.0 0.0 0. 0.0 0.0 0.0 0.l 0.1 0.9 0.2 0.1 0.1 o.o Oldl 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0 .0 0.0 O.o 0.0 0.1 0.1 0.2 0.9 2.1 0.] 0.3 0.1 0.0 O.Oi 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0 0.0 .0 0.0 0.0 0.0 0.1P+0 1 0.2 1.0 4.0 5.1 4.5 1.6 0.5 0.2 * 0.0 0.0 0.0 0.0 0.0 0.o.0 +0.0 * 0.0 0.0 0.0 0.0 r;fk 'o.2 1`t.1 4.0 5.9 6 .0 0. 0.1 * o -Y 0.0 0.0 0.0 0.0 z +.0,+.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 Nor. 1, 0.2 0. 3.3 0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 o.o 0 .0 0.0 0.0 0.0 ------------ So 0.0 c/o 0.0 0. 0.0 o.0 0.0 0.0 0.0 0.0 o.o *os, =�.3 0. .8 * 0.8 0.s 0.3al� o.1 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 o. 0.0 o.o l0 0 o.0 0.0 o.o X51 / d4/ -------95- - --40--- 0.0 0" 0.0 0 0.0 0.0 0.0 0.0 o.o 0.0 0,6 �o �S' 0. .9 0.9 0_3� 0.3 0.2 0.1 +.1+.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 * .0 0.0 0.0 +OI 0 0.0 0.0 0.0 o.o o.o +/o/+.o o7 +o.o o.o o.o o.o o.o O.VA. o o.o oo. .1 o.i 6:i o.i o.1 0.1 * +Cb of 0. o.o o.0 o.o c 0.0 0.0 0.v 0.0 0.00.0 0.0 0.0 0.0 0.0 0 0.0 0.0 *.0 0.0 0.0 0.0 0.0 0 0 0 0.0 0.0 *.0 0. gLCCK4 o.0 0.0 0.0 0.0/0.0 0.0 '0.0 0.0 0.0 +0.0 0.0° a.o 0.a' 0.0 0.0 * 0.0 0 0 0. /�i +0.0o.o o.o o 0//c .o o.,�/'o.o o.o o.o o.o o,p%o.o +o '0 a +0.0 +0.0 o.o *.o * * o CL* o. o. 1 2 3 4 o.0 0.0 0.0 �- 0.0 0.0. 0.c 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0. 0. ��' 3 0.0 0. `o `° 0 .° .0 `0.0 `0.0 0.0 + 6*0.0 +0�''aa.a�.0 *0.0 `0 0 *. `o. 0 1 0. .0 0.0 `0 .a * 0 .0 a 0 *O of 0. 0.0 0.0 0.0 0 0 *�� ol.l o.o o.o o.o 0 0 0.0 91 .0 0.0 0.0 0.0 0 0 0.0 j .0, 0.a 0.0 0.0 6 0 0.0 )~�10 .0. 0.0 0.0 0.0 I.I 0.0 0.0 0.0 0'�q' 0.0 0.0 0.1 0.1 0.1 0.0 0 o g 0.0 '0.0 0.0 * .o a o a.a 1 .o a.a 0. o a.a o.o o.o o.o .o a 0 0.0 0 .0 0.0 0.0 0.0 a.yl o.o o.o o.o o.o o:o' +0.0 0.010.1 o.s o.z o. 1 o'"a'".0 0.0- 0.0 0.0 * .0 0 0.1 0.1 0 ISO. 1.5 1.6 1.5.2 0.900 RAYON T349LEDB-170-UNV-40K-T3-TSAM10S-BZ-HSS MOUNT ON 20FT SSS POLE WITH 2FT BASE .o o.a 0.0 0.0 15438 0.0 0.0 +0.0 000.0 a.0 '9.1 a.1 V.8 3.0 1. 0.4 2 1 *0;.0 *0.0 0. 0 0 0 0 .2 0.2 0.2 0 .0 0.0 0 0.0 0.0 0.0 0.9 0.6 0.0 0.0 0 0 0-e-0.0 0.0 0 0.1X0.1 3.2 5.3 4.9 2.1 0. 0.2 �.a 0.0 0 �y�O V .1 0. 0. 0 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0 0 0.00.0 0.� W -3-6-2--*05}----�t-----40--- / 0.0 0.0 +0-.0-0 .0 0.0 0 .0 0.1 0.6 2.5 4.9 7.° 4.4 2.4 +0 0.3 +e.1 0.1 +.0 0 .0 0.1 * .] 0.8 0.] 0.9 0.3 + + ` + 0 r0.0 0.0 0.0 I 0 0 0.0 a-0 -k XX / / '1- 0:0 0.0 0. .0 * .0 +0.0 0.0 0.1 0.5 3.1 4. 3.6 1.8 +.8 *0.9/0.2 0.1 *. 0 0 0. .5 0.9 1.1 1.2 1 .6 .3 *. +.0 0.0 0. 0.0 '.0 00 0.0®0 1.0 cc 0.0 0.0 0.0 0.0 0.1 0.5 1.6 *0 0.6 + f3'*0.2 0. 0 ,. 0.1 * .1 0 0.6 1.0 1.5 * .6 1. .a .1 Ln 0.0 0. 0.0 0.0 0.0 010 0.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0. 0.2 0.1 * .0 0. 0.1 0. * 0.7 1.1 1.] 2.2 4 1.6 0.9 .3 0.0 0.0 0.0 0.0 .0 .0 0.0 J 0 ry6 ti * * * 0.0 0.0 0.0 0.0 0.0 * 0'.1 * lb 0. * 0.8 1.3 1.8 6. 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Lumens ISO. 1.5 1.6 1.5.2 0.900 RAYON T349LEDB-170-UNV-40K-T3-TSAM10S-BZ-HSS MOUNT ON 20FT SSS POLE WITH 2FT BASE 0 0.3 +0.1 15438 i0. 0.9 1.1 1.1 �.9 0 0.3 0.1 9010 0. 0.9 0.6 0.7 .6 0. 0.2 0.1 11206 0 0 2 0 3 0 9 3 -3-6-2--*05}----�t-----40--- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. rBrtiEti�:`&.4:O.YiLV�pbQ�ly.�pxp=Qxoyou Ok0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 o.0 0.0 0.0 o.0 0.0 0.0 o.0 0.0 0.0 o.o 0.0 *o. o.o o.o .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.a 0.0 0.0 0.0 *0.0 0.0 0.0 *0.0 0 o.0 0.0 0.0 0 6!0 0.0 0.0 0.0 a.0 0 0.0 o.o 0 0.0 o.0+0.0 0.0 0.0 0.0 CITY OF ORONO RESOLUTION NO. 7206 TYPE AA & AA3 (SEE SCHEDULE FOR DESCRIPTION) Luminaire Schedule Symbol Q Label Arrangement LLF D scri tion Arr. Watts Lum. Lumens 2 AA SINGLE 0.900 RAYON T349LEDB-170-UNV-40K-T3-TSAM10S-BZ-HSS MOUNT ON 20FT SSS POLE WITH 2FT BASE 166.56 15438 3 XX SINGLE 0.810 EXISTING POLE TO REMAIN -ESTIMATED OUTPUT AT 20FT 85.2 9010 1 AA3 SINGLE 0.900 T349LEDB-119-UNV-40K-T4-TSAM10S-BZ-HSS MOUNT ON 20FT SSS POLE W/ 2FT BASE 119.98 11206 Calculation Summary Label Calci a Units AvgMa Min Avg/Min ax/Min SITE GROUND Illuminance Fc 0.29 8.2 0.0 N.A. N.A. PARKING NORTH Illuminance Fc 2.74 7.4 0.3 9.13 24.67 SOUTHWEST PARKING Illuminance Fc 0.00 0.0 0.0 N.A. N.A. PULSE %Ij never Ordinary 6130 Blue Circle Dr., Minnetonka, MN 55343 Ph 952-217-0400 - Fax 952-930-1632 www.pulseproducts.com 0 15 30 60 SCALE IN FEET ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com V z to O U O z O cc O David Weekky Hames N r z LU C U O 0 z O`_ r U cc N z O U z J a U H W 2 LO r O a I hereby certify that this plan, specification, or report was prepared by me or undermy direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Uote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: JOG PROJECT NO: 220-0101 23 SHEET 23 OF 23 CITY OF ORONO RESOLUTION NO. 7206 Lap Siding - Vinyl Board and Batten - Vinyl Window/Door Trim - Vinyl Soffit/Fascia - Aluminum Stone - Cultured Stone Shingles - Asphalt ORONO CROSSING T'oWNHOMES m 22'x 53' PRODUCT -- FIVE UNI BUI DING ORONO, MN - CITY OF ORONO RESOLUTION NO. 7206 Plan 1 - 111 floor Plan 2 —151 floor Plan 2 — 151 floor Plan 2 — 1st floor Five Unit Building — First Floor P W MRING EIXUTRIC.UNT PER UNIT Plan 1 ill floor _...__ ... ...... __...._.. ORONO CROSSING ToWNHOMES '" 22'x 53' PRODUCT -- FIVE UN ORONO, MN UILDING ---- I I I I I I I I I I I I I I 2 CAR I I I 2 CAR GARAGE I I I I 2 CAR GARAGE I I I j 2 CAR GARAGE I I I j 2 CAR GARAGE I I I I I I I I I GARAGE I I I I I I I I I I I i❑ j—n1j�—� I l lil l I—�rr� j i lei j ❑I Ill I i llt l j ❑I i —I —' 0 0 — —, 0 'i --- ITEC E!� TCHEN F7p I MI/ I DINING DINING DINING I PINING j' o i DINING I II l END;Y ENTRY U FAMILY ENTRY N FAMILY DM FAMILY FAMILY I I I I I 1 I I I I I 1 I I I I - I I I I I I I I Plan 1 - 111 floor Plan 2 —151 floor Plan 2 — 151 floor Plan 2 — 1st floor Five Unit Building — First Floor P W MRING EIXUTRIC.UNT PER UNIT Plan 1 ill floor _...__ ... ...... __...._.. ORONO CROSSING ToWNHOMES '" 22'x 53' PRODUCT -- FIVE UN ORONO, MN UILDING HIM 2 OWNER'S CITY OF ORONO RESOLUTION NO. 7206 II BEORW 3 IIII BEORM 3 BCBR1l 2 r ------------ OWNER'S ILM I I OWNER'S � PLU FI%TIRETYPE cINh " Kitchen 1 OWNER'S BEORN 3 �LQBIL� IITIL OWNER'S r ----------- , BRTH I I I I OWNER -S 1iIL BEBRU 2 DINNER'S B4TN I I RETREAT I I RETREAT I I RETREAT I OWNER'S i I I i i i i ORINER'S RETREATI RETREAT I i i I 1 I I I I I I I I 1 I i I I I I DO I 1 DD I I I I I I I I I I I I PLVMRING FI%LITRE COUNT PER UNIT Plan 1 - 211 floor Plan 2 — 2Nd floor I Plan 2 — 2nd floor I Plan 2 — 2nd floor Plan 1 - 2nd floor III TILI "IT" Five Unit Building — Second Floor ORONO CROSSING TIoWNHOMES '" 22' x 53' PRODUCT -- FIVE UNIT BUILDING ORONO, MN I T" - -111