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Home My WebLink About03090026 C2.0 Site PlanDESCRIPTON: DESCRIPTION: 4..............„N U ��C��zC]��E�[] SITE LEGEND: V` WATER VALVE FIRE HYDRANT )IAN ST., SU )LIS, INDIA DESIGN DETAIL /U8M. if SIGN 0 LIGHT DUTY PAVEMENT DETAIL O1/C7.O A SECTION CORNER HEAVY DUTY PAVEMENT DETAIL O2/O7.O A MONUMENT W z ttl o to 4-R ‘ti) DETAIL 04/C7.O 0 xouno "I,, 810NAL"ioN R-J DATE: 09/19/2003 DETAIL 05/O7.O DECIDUOUS TREE GUY WIRE 24" CURB AND GUTTER (TYPE II) DETAIL 08/C7.O -U] 0 -v^o- CONCRETE CURB AND WALK DETAIL 07/C7.O TRAFFIC POLE UNDERGROUND ELECTRIC HANDICAP SYMBOL DETAIL 08/O7.O C> Qi!, ZEET M ',ARMEL, DETAIL 09/C7,O WATER LINE 0 STAND PIPE HANDICAP SIGN DETAIL 1 0/C7.O zr RETAINING WALL DETAIL 11/�7.O BY: h��[] CHKD, BY: RR H SCALE: 1" 6 l ,DATE: PROJECT NUMBER 03-188 DESIGN PHASE ��.�J[ MENT DEVELOPMENT PLAN NUMBER C2.0 SHEET OF DESCRIPTON: DESCRIPTION: 4..............„N U ��C��zC]��E�[] SITE LEGEND: V` WATER VALVE FIRE HYDRANT DESCRIPTION: DETAIL /U8M. if SIGN 0 LIGHT DUTY PAVEMENT DETAIL O1/C7.O A SECTION CORNER HEAVY DUTY PAVEMENT DETAIL O2/O7.O A MONUMENT W RIGHT-OF-WAY PAVEMENT DETAIL 03/C7.0 CONCRETE PAVEMENT DETAIL 04/C7.O 0 o� 6" CONCRETE CURB DETAIL 05/O7.O DECIDUOUS TREE GUY WIRE 24" CURB AND GUTTER (TYPE II) DETAIL 08/C7.O -U] 0 -v^o- CONCRETE CURB AND WALK DETAIL 07/C7.O TRAFFIC POLE UNDERGROUND ELECTRIC HANDICAP SYMBOL DETAIL 08/O7.O C> Qi!, HANDICAP RAMP DETAIL 09/C7,O WATER LINE 0 STAND PIPE HANDICAP SIGN DETAIL 1 0/C7.O zr RETAINING WALL DETAIL 11/�7.O 0 PRECAST CONCRETE PARKING BARRIER DETAIL 12/C7'O DESCRIPTON: DESCRIPTION: EXISTING ASPHALT IX WATER VALVE EXISTING BRICK iN FIRE HYDRANT v•, EXISTING CONCRETE SIGN 0 TEMPORARY BENCH MARK co MAILBOX A SECTION CORNER '0 BEEHIVE INLET A MONUMENT W INLET 9 REBAR FOUND/REBAR SET 69) DRAINAGE MANHOLE Gil PK NAIL FOUND CURB INLET o� POWER POLE e DECIDUOUS TREE GUY WIRE CONIFEROUS TREE -U] TELEPHONE PEDESTAL -v^o- OVERHEAD ELECTRIC LINE TRAFFIC POLE UNDERGROUND ELECTRIC 7 SANITARY MANHOLE UNDERGROUND TELEPHONE Qi!, BORING WATER LINE 0 STAND PIPE GAS LINE NW COR., NW SEC, 1/4- ,—n 7N—Rsc O5*B N8g^O5'*B --Z� gx}2' POINT OF BEGINNING 14.81± ACRES GREENBELT LINE R�N v N 4'3g LOT 4 AD^JOUNER: RUNYON DENTAL LAB, INC. TRUSTEE'S DEED INST. #9609617216 15' GREENBELT, S.B.L., D. 8c U.E. r 411/1110 Mat N8848'19^E 381.63 15' GREENBELT. S.S, D. 8c U.E. BLOCK oAo 10.26 ACRES NM MOP MN .1.. .111111......... ��q'n�'4n' 387. e=—===� ADJO\NER: McCANN AND COMPANY, LLC PERSONA; REPRESENTATIVES DEED INST. #200000004756 VARIABLE vNOTH 35' S.S. U.E. 32' S.B.L., |/E. O. 8c U.E. 35' S.S. .Sc U.E. MO OM 41=Ir o zc 01 01 LOT 2 o, 32' S.B.L, \/E. EXCEPTION: NOT INCLUDED BALANCE OF LOT 2 1 O. &cU.E 35' S.S. U.E. Ni 1`O2 529' 35' S.S. U.E. 89'05'48�N 1 1O' 65' L� 589'05'*8�N 7.82' 32' S.B.L., D. U.E. 1 Zo u? PARK NORTHWESTERN Plot Book 8, Pages 128 —132 QD m PORTION OF LOT 2 c-P 4`22'O8~N J7' w GREEN 7 Z \2/ 53 1g'1*~W O. 3' 171 --1\ mu -.~7- �8g`O5`�8\N 20 '94' LOT 1 v CURVE Dw 5au2'�a R ~��y r 7850' L u ao Ch am s71'30 33`w Ch L =149.15' v V Y n m SITE LAYOUT NOTES ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" UNLESS OTHERWISE PAINTED WHITE. NOTED ON THE PLANS, DETALS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL WHERE APPLICABLE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD D|MENS|ON8, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. ALL EXCAVATED EAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1 FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCT{ON, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 1 O. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. �177 7,7=n N[]l Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey PROJECT LOCATION W 106th St emmoryc�� IN FEET 1 inch 60 ft. Cornwallis LnEr. ,\\6:::(.14.:(fr''""---/-?.::::,,,,,,,,,7::' ''\').°1 i VICINITY MAP NOT TO SCALE "HOLEY MOLEY" SEZ: NORTH �_��K�� »—^�vv^�-382-554~r CALL TOLL FREE 1-800-428-5200 o ^�v�^^ —nv�v� .�^�w^^ FOR CALLS OUTSIDE OF INDIANA 6 8�pm�m� INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG l EXISTING LEGEND: UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the oroo, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities.