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Home My WebLink AboutVicinity Map V1CjYE ID$ ]AN_— APPROVED DATE 05/05/22 HAMMER - UTILITY PROVIDERS COMPANY CONTACT INFO WATER AGENCY: MERIDIAN WATER DIVISION PHONE # 208.888.5242 SANITARY AGENCY MERIDIAN WASTEWATER DIVISION PHONE # 208.888.2191 GAS AGENCY: INTERMOUNTAIN GAS COMPANY PHONE # 208.377.6840 ELECTRIC AGENCY: IDAHO POWER PHONE # 208 388.2323 TELEPHONE AGENCY:CENTURYLINK PHONE # 855.263.9576 IRRIGATION AGENCY: SETTLERS IRRIGATION DISTRICT PHONE # 208.870.4292 C � i T '! rF � hi {�4 a3 `� .�`."C'ST'� "'.:.:-- ��.` 'y"✓ e'.: +, �d d' • J , � �. 3, te, a ,r .�. � y,r. � ,t •j � ',.. w"s' st � `.� 3f ''�.TL DI r . ,� `� � L�' � ' 1 _1.: •. ' 1ti � % ..i �: ��!'� ; b ,, ' , �?' � e ..'• � �,; ^•ems: , Sr.�{; ', •'';�:;. ��.- �.J PROJECT• • r ��,� .d -T_- E l �,.•�:.��1 i. -_ �, - _ a. r -c• y ;� �• - HF. p;-g� .f � 'G�'" p. y �irtv�o`,,;j�. .{�. J � J-� _ ��y _5:":::::: :J 5�� . <' _L , D ' ::, o _ • o ^^' � .,+'r. .-' ,'-�1±_xr {�� .. •< � �`- 1tt F�v � • BLOCK PARAMOUNTIT SQUARE SUBDIVISON, LYING IN THE SE SECTION 25, TAN., 1771 MERIDIAN,'� VT 7 a. , • i � 3 . z s y t. 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. DATE LIC. NO. NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION PRIMROSE OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN PRIMROSE SCHOOLS CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN SCHOOLS INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY CIVIL SHEET INDEX ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. MERIDIAN IDAHO C100 COVER SHEET 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. C200 EXISTING CONDITION ISSUE SCHEDULE C300 DEMO PLAN DATE DESCRIPTION BY 8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR C4OO SITE PLAN 8/27/21 CITY SUBMITTAL #1 ARA GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE C500 SITE UTILITY PLAN CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE C600 GRADING PLAN UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY C700 PLANTING AND RESTORATION PLAN ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. C701 PLANTING SCHEDULE, NOTES, & DETAILS 9. THE CONTRACTOR IS TO CONTACT "DIG LINE, INC " FOR UTILITY LOCATIONS, MINIMUM C800 PHOTOMETRIC PLAN 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (811) OR (1-800-342-1585). C810 SITE DETAILS LEGEND C811 SITE DETAILS REVISION SCHEDULE SPECIFICATIONS REFERENCE EXISTING C812. 81SITE DETAILS C813 SITE DETAILS DATE DESCRIPTION BY ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF PROPOSED C814 SITE DETAILS MERIDIAN REQUIREMENTS, THE IDAHO DOT STANDARD SPECIFICATIONS FOR CITY LIMITS — — UT — — UNDERGROUND TELEPHONE LOT LINE C815 SITE DETAILS CONSTRUCTION, 2018 EDITION, AND CURRENT VERSION OF THE PLUMBING CODE OF SECTION LINE — — UTv — — UNDERGROUND TV — — RIGHT OF WAY CO FIRE TRUCK ACCESS AND HYDRANT COVERAGE PLAN IDAHO UNLESS DIRECTED OTHERWISE. — — QUARTER SECTION LINE — — OHL — — $2 OVERHEAD UTILITY — — — — — — — — — — — EASEMENT C820 TEMPORARY EROSION & SEDIMENT CONTROL PLAN RIGHT OF WAY LINE — — urL — — UNDERGROUND UTILITY CULVERT C901 EROSION &SEDIMENT CONTROL NOTES AND DETAILS — — PROPERTY / LOTLINE — — FBO — — UNDERGROUND FIBER OPTIC STORM SEWER PROJECT NO. 21-25440 PROJECT DATUM ---------------------- EASEMENT LINE 990 CONTOUR (MAJOR) STORM SEWER (PIPE WIDTH) FILE NAME 25440 CO -SITE DATA HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM —A—A— ACCESS CONTROL 989 CONTOUR (MINOR) < SANITARY SEWER DRAWN BY TMR OF 1983 (NAD83), ON THE ADA COUNTY GIS COORDINATE SYSTEM, IN U.S. SURVEY FEET. — — w — — WATER EDGE DECIDUOUS TREE SANITARY SEWER (PIPE WIDTH) DESIGNED BY ARA ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF — WET — — — WETLAND BOUNDARY 0 I I WATER 1988 (NAVD 88). ,dl, dl ,dl, dl ,dl, CONIFEROUS TREE REVIEWED BY RJA WETLAND 1 MARSH G GAS RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES — — FOR THIS PROJECT. x x x x FENCE LINE TREE LINE OE OVERHEAD ELECTRIC >— — — << — — CULVERT Q MANHOLE/STRUCTURE UE UNDERGROUND ELECTRIC TITLE — — << — — STORM SEWER O CATCH BASIN UTv UNDERGROUND TV TOPOGRAPHIC SURVEY -- < -- SANITARY SEWER HYDRANT 1015 CONTOUR — — <I I — — SANITARY SEWER FORCEMAIN D4 VALVE 0 MANHOLE THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JULY 2021 BY — — I — — WATER ® CURB STOP m CATCH BASIN COVER SHEET TEALEY'S LAND SURVEYING. — — G — — GAS 0 POWER POLE HYDRANT — — OE — — OVERHEAD ELECTRIC ❑ UTILITY PEDESTAL / CABINET N VALVE — — UE — — UNDERGROUND ELECTRIC SHEET C100 � > � '� � � _ �`F i ` � i �7w• a � � -- ---- i - it g�r�ho.�'"- • :• "�.� ` � ;;�MII' lari R�d�.` 5 �r�' - �"- ! i Ida- = E� an1R — _ - A JIMk Z -Balltow O% -�h J .y; E, fuS I z ® erDr ` _ � � :� i- la�deelt{.As�Yreaa�ertrrnl 11� U�stick,Rd� irr. €*, L+E Ustiek.Rd �L LAW H 1 S PROJECT GENERAL NOTES - 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL 0 1,500 3,000 (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS SCALE IN FEET ISSUED BY THE ARCHITECT/ENGINEER. 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE LOCATION MAP GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION ZONING SUMMARY ZONING: C-G : GENERAL RETAIL & SERIVICE COMMERCIAL DISTRICT SITE/LOT AREA: 57,130 SQ. FT11.31 AC. IMPERVIOUS AREA: 33,578 SQ. FT10.77 AC. GREENSPACE 23,552 SO. FT / 0.54 AC. PROVIDED: SIGN REQUIREMENTS MAXIMUM HEIGHT: 40'-0" FREESTANDING 150 SQ. FT SIGN AREA: 20'-0" FROM RIGHT of WAY OF PERPENDICULAR STREET SETBACK: 54" FROM ANY REAR OR INTERIOR SIDE PROPERTY LINE TOTAL WALL SIGN 150 SQ. FT AREA: PARKING REQUIREMENTS TYPE UNIT/AREA STALLS REQUIRED STALLS PROVIDED 1 SPACE / 500 SF 9' x 19' 28 36 OF GFA TOTAL: 28 36 WHEN A BUMPER OVERHANGS ONTO A SIDEWALK OR LANDSCAPE AREA, THE PARKING STALL DIMENSIONS MAY BE REDUCED TWO (2) FEET IN LENGTH IF TWO (2) FEET IS ADDED To THE WIDTH OF THE SIDEWALK OR LANDSCAPED AREA PLANTED IN GROUND COVER. SETBACKS PARKING BUILDING FRONTYARD 5' U SIDE YARD 5' 0' REARYARD 5' U 0d O LL 1 O z I.V Q J W IL r O z