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C202ehverity E N G I N E E R I N G 9229 Delegates Row, Suite 150 Indianapolis IN 46240 4 IN�0 BE 8-�--24" Chairback Curb T 6" Chairbadk Curb .UCTION ITS ljlrA uc. ,,10,14111 ■■ ■■ _ 9�_ O� D �APi■ ■�''r�!7�i�L I��II■�Im. ■■9■■Iv1i1■■ ■■I■�■■■■■1►- - ■�■� ■��i�. ■tee �■ ■■irMU� � ----`II■ - t _ ■I• �o a c .............. �..... . .......... .: ... .......... ............ .......... ............ ... ......................... a::.......'...-.-.-.:;':;' ..... . u*':' :::.:.. 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A 7 IP LO%M e�g e i ■ NOW/111 lop 111111L CURB 'in Coo refe— in d �■■I''-=:-�.=:--', I_ ��- ��■�1 "' I' II I _III---------------- I III •� \ I �.�S►i A �® I I I\rA7 N SITE LAYOUT PLAN SCALE: V = 20' Pad CONSTRUCTION LIMITS Basement Vent Rim=838.76 Inv=833.36 Concrete — Pad i + -Da sown eIF# OW 0 Rim=838.74 Inv=833.34 0 (asphalt) 6" Chairback Curb UCTION LIM 2 ( sphal `6 Cu 0 0 3 W 0 M " Chai rb 24" Curb k MT LINE SITE LAYOUT NOTES 317.706.2075 www.enverityENG.com 1 ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF CURB ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. 2. ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. ac 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 CONTACTA/E IMMEDIATELY. 4. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING �a CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, Y OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6 Engineer: �q�uuuunuani, 7. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 8. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO RIGHT-OF-WAY LINES OR PROPERTY LINES, UNLESS OTHERWISE NOTED. C ❑ 9. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR C� D SPECIFICATIONS. CD ❑ I^^�l`, 10. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS. U� 11. ENDS OF ALL CURBS SHALL BE CHAMFERED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL I�J� AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL IL BE PER DIRECTION OF AGENCY. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, KEY PLAN AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE OVERALL SITE "A" CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A SCALE NTS REQUIRED MINIMUM. PLAN NORTn 14. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT Developer: THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT P E C R MATERIAL. SITE LEGEND 8" CONCRETE PAVEMENT = HEAVY DUTY ASPHALT PAVEMENT = STANDARD DUTY ASPHALT PAVEMENT= ASPHALT OVERLAY = KEY NOTES O4" CONCRETE SIDEWALK (PAVER ALTERNATE) (SEE DETAIL ON C801) (SEE LANDSCAPE PLANS FOR SCORING AND DIMENSIONS) O8" CONCRETE PAVEMENT (PAVER ALTERNATE) (SEE DETAIL ON C801) O6" COMBINED CURB & GUTTER (SEE DETAIL ON C801) O6" STRAIGHT CONCRETE CURB (SEE DETAIL ON C801) OHEAVY DUTY ASPHALT PAVEMENT (PAVER ALTERNATE) (SEE DETAIL ON C801) OSTANDARD DUTY ASPHALT PAVEMENT (PAVER ALTERNATE) (SEE DETAIL ON C801) OCONCRETE SITE RETAINING WALL (SEE DETAIL ON C802) ODEPRESSED CURB & GUTTER (SEE DETAIL ON C801) OADA CURB RAMP W/ CAST IRON DOME PLATES (INDOT STANDARDS) 10 4" STRIPING, 45", BLUE, T O.C. 1 1 DISABLED PARKING SYMBOL, BLUE PAINTED (SEE DETAIL ON C802) O12 4" PAINTED STRIPE, BLUE 13 4" PAINTED STRIPE, WHITE 14 DISABLED PARKING SIGN & CONCRETE BUMPER O (SEE DETAIL ON C802) 15 ARCHITECTURAL WALL, REFERENCE BUILDING ARCHITECTURAL PLANS (NOT IN CONTRACT) 16 STRUCTURAL COLUMN, REFERENCE VETERAN'S WAY EXTENSION PROJECT (CONCRETE PAVEMENT SHALL HAVE COLUMN ISOLATION JOINTS AT EACH PIER) 17 STAIR EXTENSION, REFERENCE VETERAN'S WAY EXTENSION PROJECT (NOT IN CONTRACT) 18 10"RNVCONCRETE PAVEMENT 19 SITE RETAINING WALL (SEE DETAIL ON C801) 20 CONCRETE STAIRS WITH RAILING (SEE DETAIL ON C801) 21 SIDEWALK RAMP GREATER THAN 5% (HANDRAIL REQUIRED) 22 ASPHALT OVERLAY (PAVER ALTERNATE) (SEE DETAIL ON C801) EX EXISTING CURB TO REMAIN ,�M- WA It�i Indiana811 Call before you• • �G� �Pi%7�Pix DEVELOPMENT CO. Project: _ _ a N - o M WZW �Wa� cv -1- J ��z JUD�a� � a aU) C) W a =o Q 00 O COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT S AN INSTRUMENTOFEERVICESAIND IS —SOLE All 0 o sm BUTOR TO OTHER PART Es S NOT m BE CONSTRUED AS INFORMATION CONTAINEDH HEREIN CONSTTLTESERTY RIGHT. OR OTHER STHE CRGNA-ME PUBLISHED WORK OF HITECT, AMES R. STU—N, AND PEDCOR DESIGN GROUP ELLCC NO PART OR WHOLE OFFTHIS DESIGN PORTIONS THE PGS MAY BE RCOPIED, XH B lED HOTOGRPPHEDNPUBLISH R s— NDPl DCOR�" N� 1.°-TMMy ® COPY R p 5 CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date Gv09in Drawn By I Checked By DBH DBH Last Revision Date Sheet Title: Area 7 Site Layout Plan Sheet Number: C202