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12+00 v � ` RIM=924.3 8" PVC EP INV=907.7 S H->--->---� r71 � n S H J - - 8 ohEo-, '6 e he ohe ohe he -ohc ohe oh e ohe ohe - ohe ohe n ---_ - 1--------- a - ------------------------- ----FN\ 4" PVc-FM-----FM-----FM-----FM-----FM-----FM-----FM-- I - II 21. 2 14+b0 I� 15+00 16+00 RIM=929.4 <- - _ PVC INV=916.4 SMH - < - <-<---<---<--<---<---<--<---<---<--<-- <---<-- SMH A 16- ��O -1O I RETAINING WALL #2 28 - - - - - 10' PARKING SETBACK _ M� 1 KI- INV=977.8 co 4 (UNKNOWN END) O-IDT >� >� > > >�>> >�>�>�-> Di DT > - DT � DT D7 > n I 40' FRONT - - T - T - T - DT - _ " PE 17 00 ; I BUILDING SETBICI4 -- D D p ° I_ - --- - Y D 9.5 D D7 T I r". n 9-5b-, DT I _\ DT DT DT DT DT , _INV=92�18 U Q I m N N < < DP DT 1 DT CO ` I !2 w i i I -o I /\ in N, 'r? g g 9 5 I EXISTING POND / I aC.D C11i / I o I 31 ,p 11 ago 5 '9 to I I rl RELOCATED GATE I EXISTING FILTRATION BASIN / I ! I SIGNS INSTALLED ON BUILDING I I j O ODO I 3 II 1 230 , 4 /I I IC 4 �4 7A I ' d ° 0 � a4) o j i o o PROPOSED BUILDING N I 1 Tr . °° 43,320 SQFT. I J I I I I I O I I I EXISTING WETLAND 7 j l I I EXISTING POND 2 I IRETAINING WALL #1 I I I 3 I \ a % I `----- -INV=922.3,, OUTLOT A ° - S32 RIM=9223 �� I YD� V EXISTING FENCE I 10' -----x----x---x---- x--- I I I I I I I I I I I I I I I ------------=----=----x----x----'L� \------------ ��- z,..� • - ° ° d ° ° ° ° ° a ° ° ° ° a ° a ° ° a d ° ° ° °< ^ I \ �� \RCA s HI A nl 3 I� I 3 I j 15"' RCP TY » - >> - > - - -> -> - >> >> - - -» RIM=928.8 n, INV= 3.6 INV=925.1 RIM=929.1 EXISTING FENCE x It 2 ' I J 2 J II I I' n G D8'" DIP x o I-----I-----I-----I-----I-----I-----I-----I--6„IP IIII----I -- ----I-----I-----I-----I-----I-----I-----I-----I----- n = 1 . I xt I / ° ° --_- ° ° ° ----_ - - V RIM e9 ai-0 ---- -- ° ° ° ° - ° ° ° a - <--- ----a ------ r' 3- d e�'� a 4 d d n d ° ° d ° ° d ° ° ° ° ° n° d d ° ° ° ^ ° d 6 d l+j I •I o �d � I n �II EXISTING BUILDING ' I ' 'I n , 140TH STREET N (FUTURE EXTENSION BY CITY) 13+00 LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE CURB LINE - BITUMINOUS PAVEMENT ] LIGHT DUTY CONCRETE PAVEMENT SANITARY SEWER STORM SEWER WATER MAIN UNDERGROUND GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE MANHOLE HYDRANT GATE VALVE LIGHT POLE SIGN FENCE SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BUILDING UNLESS OTHERWISE NOTED. 3. ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 4. TYPICAL PARKING STALLS ARE 9' X 18.5'. 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED DOMES. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX. SPACING: WALKS-8' O.C. ALL OTHERS-10' O.C. SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. *ALL OTHERS-40' O.C. *AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. SITE PLAN KEYNOTES O LANDSCAPE AREA. SEE LANDSCAPE PLAN. 0 MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. O3 CONCRETE STOOP. ® MODULAR BLOCK RETAINING WALL. MANUFACTURER/COLOR PER OWNER. O5 PEDESTRIAN CURB RAMP PER CITY DETAIL. © 6" CONCRETE FILLED PIPE BOLLARD O7 PROPOSED FENCE HEAVY DUTY ->--->- > --»� »--- ug ue - ut HYD H GV x x- SIGNING AND STRIPING NOTES 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT. 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO REFLECTIVITY AND INSTALLATION. SIGN SCHEDULE (PER MMUTCD,) 0 STOP SIGN: R1-1 (24"x 24") (1 TOTAL) © HANDICAP PARKING SIGN: R7-8m W/R7-8b (12% 18") (2 TOTAL) © NO PARKING: R8-3 (12% 18") (1 TOTAL) PARIHNG SUMMARY STANDARD STALLS 26 HANDICAP STALLS 2 TOTAL STALLS 28 SETBACKS - MINIMUM FRONT BUILDING SETBACK 40 FT - MINIMUM SIDE BUILDING SETBACK FROM PROPERTIES NOT ZONED INDUSTRIAL 40 FT - MINIMUM REAR BUILDING SETBACK 30 FT - PARKING SETBACK FROM RIGHT-OF-WAY 10 FT - PARKING SETBACK FROM LOT LINE 5 FT NOTE: INTERIOR PARKING AREAS THAT DO NOT MEET THE MINIMUM SETBACKS WILL BE SUBJECT TO CROSS PARKING & ACCESS AGREEMENTS. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J a i Z W Zi V � chi, of Z Z L f Ls U U c�>> Z W Ul W J y m J z o� a OLLI U 07 ~/ � � W n Z W > � CO 1 0 o n W 13 LL Ix O VZ U) ci co W = a ri co IS OD W M H Z � Q � J J r� a �o N rZ V C p� W O 0 LV LV = V J J (� z Z� I"I CO Q O M o J Q Ln O 1n _ ro z � � Q C Z LL 0) Q Ln =3 J (V = li we M ,-� O I REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature: �. _ /L Date: 7/30/2021 License #: 25063 C5 of C11