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097-95 Thomson Consumer Electronics Demo Plan
TOPSOI BACKFILL T- 3 2 0 20 40 24" RCP II--------------------_------------------------------------------------------------------- \\ --_ .C. AW, 1 _�7 EX ( NV. 839. EX S 00'09'10" W 330.05'zo Ld O \\ oc-c0� i i i i i511 NLET PE 3 ///7 T.C. = 839.55 / \\ { { 0000 2 INV. 836.00 O O \\ NEENAH R3501 -TL Z 1' 1 c �� B CASTING OR EQUAL o INVgo T.C. 841.43 EX {{ A TELE BOX C X3.6' 10.39' 00 \\ INV. N 832.53to 1- 20' t - -�-I o 00 INV. S 831.73 C {{ C C C C C �_ _ 5' TYP.) \ (A- INV. � \\ C 4' �� - 60r t t ® \\ _ a A T.C.E883328.3522 GE W G -T GA �G G j 6• C N � I INV V. NW 832.32 EX - T T O• G G G G --E T�-vG T_ C 000 T G G G T C C C ------------- ` C C 'RCP w 1 CURB Z - G -u TO BE REM ED 3TRC� c GE TELE. Box � 4.2'x2.7' O_ TELE. BOX TSUPERIOR STREET T G T„ GE- ---- 11 -10 I-A ---------------- T.0 841. 6" Nom__` GRADE AS PFR 6,. 1" HA.C. SURFACE 2" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 C COMPACTED AGGREGATE #2 TED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE NOTES: 1) A CONTRACTION IRA TIO j OIINT SHALL BE PLACED EVERY 20' MAX. TO DEPT2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXPANSION JOINTS. 3.) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM. 2' ROLL CURB do GUTTER NO SCALE 5 4.2'x2.7' ' MANHOLE TYPE- TELE. YPETELE. BOX T.C. = MATCH ------------------------- _ EXISTING GRADE ` INV. E 835.74 1 40' OF ROLL CURB INV, N,S 830.92 TO BE REMOVED - T T- T T T TNEENAH R3501 -TR UGE � UG�'-i1GE G I`�� T T _ CASTING OR EQUAL + G T 6" 6" 16"W wv 6" I' GE 6" 6' s� T TRAFFIC THRU ARROW NO SCALE 1.) ALL DIMENSIONS SHALL BE BACK TO BACK OF CURB UNLESS NOTED OTHERWISE. 2.) ALL RADII SHALL BE 5' UNLESS NOTED OTHERWISE. 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPUERS THESE AREAS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE UNES, PROPERTY LINES OR BUILDING UNES UNLESS OTHERWISE NOTED. 8.) ALL STRIPES ARE TO BE C PAINTED, WHITE, UNLESS OTHERWISE NOTED. 9.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. T.C. 838.6E INV. E 832.4E INV. W 832.6E �• T T 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 2. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 3. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 4. THE USE OF EXPLOSIVES IS PROHIBITED. 5. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT OR BUILDING AREAS REQUIRING REMOVAL SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. PAMNO DATA STANDARD PARKING SPACES - 48 � 11 N 'Af -_- - -` ---------------- �---------------------------- 36'��83 T�.C8 3- -/ T 11 IiAf � �+ I/ N c^r� I V + 6"w - 1 LEGEND EXISTING PROPOSED m LIGHT +� © TREE --- t , STORM STRUCTURE NUMBER El L %100 STORM STRUCTURE NUMBER t00 �_ �J STORM INLET STORM SEWER PIPE ----- .. ----- GAS UNE -----1� .----- WATER LINE d FIRE HYDRANT ® 'i v WATER VALVE ---- ----- GAS VALVE - - - - SANITARY SEWER PIPE SANITARY MANHOLE --- ...._ ---- UNDERGROND ELECTRIC TOP OF CASTING ELEVATION T.C. INVERT ELEVATION INV. ----- ---- UNDERGROUNC CABLE UNDERGRCUND TELEPHONE ® TELEPHONE MANHOLE 19( EXISTING TREE TO BE RELOCATED AS PER LANDSCAPE PLAN PROPOSED ROLL CURB OA TYPICAL ASPHALT PAVEMENT OB 4" PAINTED WHITE STRIPE CO DON'T DIG BLIND 1-800-382--5544 CAI TOLL FRIT !q ')HEET N0. [;1