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Home My WebLink AboutC-1 Building Site PlanM.E.S. INV 821.52 PROP. INLET TC= 828.00 INV= 824.39 STORM INLET TC= 826.49 INV =825.3 NEW PAVING R 20' TO MATCH EXISTING. 8 4' x 4' CONCRETE STOOP. p SEE SHEET A -1. EXISTING MANU>F,AC. 3.s5 Q, i Fr. NEW YARD TO MATCH GR ASS EXISTING ELECTRICAL EXISTING. 100.0 829.27 10 0. 0 NEW COOLING TOWER. EXISTING COOING 2 TOWER. NEW 12'0 x 35' HIGH BULK MATERIAL SILO. `X 3 `NG PROP LIFT EXISTING GRASS EXISTING GUARDRAILS. FFE 322.2 EXISTING ING WAREHOUSE EXISTING ING MANUFACTURIN 2:, EXIS NG OFF-ICE- ANCILLARY SPACE S EAK RO ii ._..NCH KO ESC:. ILXIST. 1 1/2" =1-0" M.E.S. INV 821.37 STRAIGHT CURB SECTION 0÷ 0' 1" 2" 3" 6" 1' ISTING GROUND. COMPAL I ED SUBGRADE THE UPPER 6 INCHES SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT,YIELDING OR UNSUITABLE MATERIAL., WHICH CANNOT BE COMPAQ 1 ED SATIFAGTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6 INCHES BELOW THE SUBGRADE SURFACE. ANY HOl FS OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATIFACTIORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 INCHES WHERE SIDEWALK IS NOT CONSTRUG I tD ADJCENT TO THE CURB THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 INCHES. ZONING CLASSIFICATION: I-1. 0.• o °0 0 a c) /(('``j� o o0 °o o 0 o o c� o p"o. 006 c 00 o 0 o 00 c 00,0 o o fo r o 00 C� o o cc c o o °o° a o 0 00 oc a• 0_� 6t #9 BINDER. #53 STONE. TYPICAL PAVEMENT SECTION O' 1" 2" 3" i3 1' 0 42,t ti r_•)`' e R. c y� 0 0� J A t z,x ,�deo�Al"A# ,44,q 4 .9 Q L �P O F �2 :E: PLANTING STRIP #11B SURFACE. COMPACTED AND WELL- DRAINED SUBGRADE. ,R36 N 88'43'08• w 668.34' ZONING CLASSIFICATION: R-1. toe fikeil ii ce0 41 0: 4 ,0 C d', EX. 12' TC= 82•.33 INV= 823.10 15' U1IUTY EASEMENT 7 7 relY 7 e 04 ofse EX. INLET TC =827.51 INV= 824.61 1" 30' -0 0'5' 10' eh R 25' PED El STREET INLET N BEEHIVE INLET TC= 828.16 INV= 825.47 ZONING CLASSIFICATION: I -1. 50' OFFICE SPACE MANUFACTURING WAREHOUSE ADDITION MANUFACTURING WAREHOUSE PARKING SPACE REQUIREMENTS: BUILDING SITE PLAN 40' 100' C G G ZONING CLASSIFICATION: I -1. LEGEND .wv cb `'AN SAN w w w IF21107 PVMT TYPE 1 WATER VALVE POWER POLE FENCE EXISTING ELEVATION CONTOUR LINE GAS LINE SANITARY LATERAL WATER LINE PROPOSED ELEVATION PROPOSED PARKING BUMPER PAVEMENT TYPE EXISTING PARKING SPACES 86 PROPOSED PARKING SPACES 27 TOTAL SITE PARKING SPACES 113 7,678 SQ. FT. 300 SQ. FT. PER PARKING SPACE 31,06 SQ. FT. 500 SQ. FT. PER PARKING SPADE 38.687 SQ. FT. 15 EMPLOYEES 26 =15 2,500 SQ. FT. 500 SQ. FT. PER PARKING SPACE 5 2,940 SQ. FT. NO ADDITIONAL EMPLOYEES TOTAL ZONING REQUIRED PARKING SPACES 109 150' /5\ MARK SWANSON ASSOCOAES ARCHITECTURE 0117)BM-1315 2©1I WRST CANNEL DRVE CANKIEL ijij AIA 460322 REVISIONS: SHEET NUMBER: C -1 OF: TWO sp I©JICL BUILDING NO.5 EXPANSION FOR ENGINEERED COOLING SYSTEMS DATE: DATE: 05 APRIL 2004 DRAWN BY: D. L Lockwood CHECKED BY: M. A Swanson APPROVED BY: M. A Swanson PROJECT NUMBER: EGSBLDGS 0 COPYRIGHT 2004 MARK SWANSON ASSOCIATES, INC.