PC Packet 08.13.20 - Laserfiche WebLink

Home

J II 1\ ---------------------- rs�u-szs.. wwels.a 140TH STREET N. 1 — „ _ 'lis C I OUTLOT A EXISTING WETLAND I I I W EXISTING FENCE 1 SEE MECHANICAL PLANS FOR INTERIOR FLOOR DRAIN DESIGN. c �'®mu=nzs.l p 2 I 2 J, RELOCATED GATE b 2 EXISTING BUILDING bO (TYP.) I n I I SETBACK �I I a I I MECHANICAL ROOM I a 109 7 O a, I >� )POSED BUILDING 22,580 SOFT. (SEE ARCH. I e TYP. ICLOS GARAGE _ � 4600 SOFT.-- r- I II I II , <<° <� x azao I � �a 1 I I , I I. �N 0 10 rw— I s ,„wszsa I NI C I v I �gl v •I /III V ml�_ I IL sil' i i I I' ma's II III I V � I I LEGEND EXISTING PROPOSED PROPERTY LINE--� EASEMENT LINE CURB LINE ___________ BITUMINOUS PAVEMENT �0 LIGHT DUTY HEAVY DUTY CONCRETE PAVEMENT SANITARY SEWER --->--->- > STORM SEWER WATER MAIN-----�— UNDERGROUND GAS es UNDERGROUND ELECTRIC ee UNDERGROUND TELEPHONE ut MANHOLE 0 HYDRANT `O' GATE VALVE Da LIGHT POLE SIGN 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 1&5', 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED DOMES. 6. IT SHALL BE THE RESPONSIBIUTY 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 3 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. s��o�� Q LANDSCAPE AREA. SEE LANDSCAPE PLAN. (�2 MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. 03 CONCRETE VALLEY GUTTER. ® CONCRETE STOOP. O5 MODULAR BLOCK RETAINING WALL. MANUFACTURER/COLOR PER OWNER. © PEDESTRIAN CURB RAMP PER CITY DETAIL. (�7 6" CONCRETE FILLED PIPE BOLLARD SETBACKS - MINIMUM FRONT BUILDING SETBACK 30 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, BENCHMARKS 1. Top Nat of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown, Elevation = 932.85 ft. 2. Top Nat of Hydrant located at the o.theast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.57 ft. N 0 15 30 ( IN FEET ) 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) STOP SIGN: R7-1 (24"x 24") (2 TOTAL) @ HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") (2 TOTAL) © BARRICADE: X4-11 (18"x 18") (4 TOTAL) ® NO PARKING: R8-3 (12"x 18") (1 TOTAL) PARKING SUMMARY STANDARD STALLS 32 HANDICAP STALLS 2 TOTAL STALLS 34 S� ADAZTA EXISTING ZONING: BP (BUSINESS PARK) PROPOSED ZONING: BP (BUSINESS PARK) TOTAL AREA: 70,311 SF HARD SURFACE AREA: BUILDING: 22,580 SF 32% ENCLOSED GARAGE: 4,600 SF 7% PAVEMENT: 33,249 SF 47% TOTAL: 60,429 SF 86% PERVIOUS SURFACE AREA: 9,882 SET4% CALL BEFORE YOU DIG 15. Know what's below. Call before you dig. rn 1n Z O• 0 L Jrl� M � y ZOZ^ Z -0 C LL VWco 0, V ��o^ o 6) 2 L -4 00 200 a QJ v ` Q ID 15 M W C O t a Z 0 Z J ~ a O Z C � � C ii oti HLU m H _ FI CJ) _ U U J J Z a, ~ C 00 G v o J Q an 0 I^ T Z t' C Z LL 01 Q M 7 J N 2 rn �071 0 U N REVISIONS g 1. 6/23/20 Issued For Permit a 2. 7/10/20 Per City Comment c 3. 7/28/20 Addendum 2 E 4. 6. 6 DRAWN BY: KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 ? B a I hereby certify that Nis plan, specidca[ion o repo u was 1,n a d by me or urMer my Lirect pmfsai tl that I a tlule Licensed Professional Engineer under the i laws of the State of Minnesota 3 Y Name: Brian J. KrystoBa,k', �P.E'. A Signature: a 2 !S- s Date: 6/23/2020 License #: 25063 L A12 of