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WARNING: / THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 01 / / CALL BEFORE YOU DIG! EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. Gopher State One Call % THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4540002 AT TWIN CITY AREA: 651-454-0002 - TOLL FREE: I-800-252-II66 LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE y� / DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. REPLACE BITUMINOUS TRAIL PER CITY STANDARD DETAIL REPLACE B612 CURB & GUTTER PER CITY STANDARD DETAIL OHW---- OHW - PATCH BITUMINOUS FCH EXISTING SECTION ITY STANDARD DETAIL / STREET ROW i / k 41 TRANSITION TO B612 / MATCH EX. CURB 1SQ k a / o 3 ' R 3' 1?oxx O�� °"W °"W / / / EXISTING POND °� NWL-908.85 / HWL-910.27 / � / I �A O-RE-STRIPE EXISTIN PARKING LOT 26 1 / / / / / / / / 3 / I / � / 3 O o ' � I 3 3 4ILDING SETBACK LINE S I I -)aM- +40 18.0 o�� PROPOSED PONV SEMENT O / PSBL PSBL PSBL / / PSBL PS PSBL PSBL PSBL PSBL PSBL Ic„ 010 / / -- RAI I�ARDIAN_SETAIL o� IO-----�-----BL,p9B-----lL08S O1\* \0 / 01 ° / / 11 �I m 9_0 0 o,\* ZSURMOUNTABLE CURB & GUTTER / R 3 TYP-SEE DETAIL R 42 rF- CONCRETE PAVEMENT 1 RAIN GARDIAN-SEE DETAIL o�1 N R18' R3' R ' / I / of NI R 42' 'TAPER 18.0' FLAT CURBS II a TYPICAL AD PARKIN SEE DETAIL 1 a, 8' TAPJR 4.0' EE ARCH. FOR TRASH 3' TAPER } I I 11 06 �I I DO ENCLOSURE SCREENING �, a s a a G Q Q a n O Q ' a ° G a t9 -------- v �----'*--- v ---a --' x x x x x x I I 2f850 SF BUILDING ADDITION I CONCRETE SIDEWALK TYP-SEE DETAIL _---CONCRETE STOOP. SEE ARCHITECTURAL o1 MATCH EXISTING FENCE AND/OR STRUCTURAL. U�I x -CONCRETE STAIRS W/HANDRAIL i CONCRETE 2 RISERS. SEE DETAIL i MECHANICAL EQUIPMENT PADS x LOCATION •8' TAPER 1 x- -x x x 90.2 54 <.5 L5 <'S4 5 45 5 eS < ADA NO PARKING ACCESS AISLE < < ti s SIGN -SEE DETAIL 54 s 5 x W. ADA PARKING < s 5 s 4 .5 < s ti< ^7.3^ SIGN TYP-SEE DETAIL / I�- o CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. MATCH EX. SIDEWA K--eu>�___-_ CRETE SIDEWALK x X x- TYP-SEE DETAIL lam lam lam jam )am dl, la lam 78Sd -lBSd -lesd Jesd 7lBSd Jesd Jesd Jesd �BSd .tit. µPf \ ah. 3 alt. wet et \ wet ah. -wet alt' wet we, _ - wet wet --wet x lesd 0 20 40 -N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1 st, 2019. PAVEMENT TYPES Ll CONCRETE SIDEWALK LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT -SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT -SEE DETAIL 5.0' PARKING SETBACK LINE SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. CIVIL LEGEND DOSnNG PROPOSED GSANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT 14 HYDRANT GATEVALVE H Ill POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE -17- SIGN R BENCHMARK SOIL BORINGS_ ® WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE -WWATER SERVICE S, SANITARY SERVICE p HANDICAP PARKING L9z DIRECTION OF FLOW 1_0: SPOT ELEVATION CONTOURS �- SANITARY SEWER >>- STORM SEWER WATERMAIN FM FORCEMAIN iM --i> DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL TREELINE EASEMENT LINE - - - - - SETBACK LINE - - - - X X FENCE LINE -X X- TEL UNDERGROUND TELE GAS- UNDERGROUND GAS OH- OVERHEAD UTILITY 1170- UNDERGROUND FIBER OPTIC al- UNDERGROUND ELECTRIC ATV- UNDERGROUND CABLE TV PARKING SETBACK LINE PSBL BUILDING SETBACK LINE PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS 3 SITE DATA TOTAL PROPERTY AREA: 1.51 AC DISTURBED AREA: 0.80 AC EXISTING IMPERVIOUS AREA: 0.304 AC PROPOSED IMPERVIOUS AREA: 0.614 AC OFF-STREET PARKING CALCULATIONS PARKING STALLS REQUIRED = 37 STALLS EXISTING BUILDING = 3900 SF PROPOSED BUILDING = 2850 SF TOTAL BUILDING AREA = 6750 SF = 6750 / 200 = 33.75 + 3 STALLS PROPOSED PARKING STALLS PROVIDED = 37 STALLS 35 - 9'X18' STANDARD STALLS 2 - 8'X18' ADA STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING = 2 STALLS REQUIRED ACCESSIBLE PARKING = 2 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 26 TO 50 STALLS SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 9. SEE EXISTING CONDITIONS/EG RUDD SURVEY FOR BUILDING SETBACK LINE. PLANFORCE ARCHITECTURE * DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 .� Lo U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan License Ni). 44613 Date 03-02-22 Loucks Project Ni). 18615 Project Lead JJD Drawn By TRIG Checked By VMA Review Date 04-11-22 14u. mint History uate 01 SITE PLAN REVIEW 03-24-22 NO. Description Date SITE PLAN Project 18615 Drawn TRG C2-1 Checked JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038