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HomeMy WebLinkAboutSite Plan w/Section 2.36 BUILDING - SITE PERCENTU1 W 3 0ui W Q Emergen y -,,.-�Generatoii Fuel Tank ■J \Cellular \Tower vi /�— T� Do I I I I I I I I I ■ I I I I I I I I I I I I I I I \ (n � s I I I I I I I I I I I I I I I / \ I 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I ■� O I IIII 1 I I I I I I I I I I I I I I I I 11 1 nr 1 City of Carmel I I I I I I I I I I I I I I 36" Con ' „ -+-+-+-+-+-+-+-+-+-+-+-+-+-+---+-+-+-+- — — Water Tower 5 48 0 I n I e Building \\ -+-+-+-+-+-+-+-+-+-+-+-+-+-+- Paved Ditch I I I I I I I I I I I I I I I � p p O +-+-+-+-+-+-+-+-+-+-+-+-+-+-+- F. F. E=835.0, 11 1 1 1 1 1 1 1 1 1 1 1 1 1 - I I I I I I I I I I I I Metal Grate -+-+-+-+-+-+-+-+-+-+-+-+-+-+- ' w/Controls Masonry ■ � Building � ---" F.F.E=834.8 / a� et I Z °0 �w �o OOZ Q �a Z W �� W z � � 4 1 I Q Ea 1.5.. . 1 a 1 Z FZ20 � Q � I .W 4 ��5 1 S89'02'10"W — 331 ,d6-'-,(M) .. - WEST —— — — — 5 . — — — — _326.0' — N89'02'10"E — 353.19' (M) — — — — 0 z U �.:2D 33 : I EAST — 347.14' — ---- W I IF I N PORTECoe :"' COCHERE W J ii , H C N OU S 12 R25' U LD N .W o 89 o O: U El y I �., .. o Q ro o .' . M � o d ti ■ O 0 O. W z O O N a 6'. Y 2 El 15 �� C■� '. 209 .W I n C r SITE LAYOUT PLAN SCALE: V = 20' 1.0 N J 0) W O ' � O �o 0 0� I O O O I a}� U N I W W J ❑ Z W N J xa W Z Zz 0 Jz Z Z Ld 0 II 0 W U I 1 1 53.0' LO N 0 0 0 0 LO 0 0 N N z I o W V) oQ I I O W d' J a� I w O z m XOIW z II z�l W U SITE LAYOUT NOTES 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. 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. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. 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. 9. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR SPECIFICATIONS. 10. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS. 11. ENDS OF ALL CURBS SHALL BE CHAMFERED. 12. 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. 13. 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. 14. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 15. ALL CURB RADIUS TO BE A MINIMUM OF 2'-0" UNLESS NOTED OTHERWISE. SITE LEGEND 4" CONCRETE SIDEWALK = 8" CONCRETE PAVEMENT = a HEAVY DUTY ASPHALT PAVEMENT = STANDARD DUTY ASPHALT PAVEMENT = CLAY PAVERS = CONSTRUCTION LIMITS = CL KEY NOTES 4" CONCRETE SIDEWALK (SEE DETAIL ON C801) O2 8" CONCRETE PAVEMENT (SEE DETAIL ON C801) ■ 6" COMBINED CURB & GUTTER (SEE DETAIL ON C801) O4 6" STRAIGHT CONCRETE CURB (SEE DETAIL ON C801) O5 HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL ON C801) O6 STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL ON C801) ■7 CLAY PAVERS - VEHICLE STRENGTH (SEE DETAIL ON C801) 8■ DEPRESSED CURB & GUTTER (SEE DETAIL ON C801) O9 4" PAINTED STRIPE, WHITE 10 ADA CURB RAMP W/ TRUNCATED DOMES (INDOT STANDARDS) 1 1 CONCETE BOLLARD (SEE DETAIL ON C801) 12 CONCRETE STOOP (SEE DETAIL ON C801) 13 BIKE RACKS (SEE LANDSCAPE PLANS) 14 12" CONCRETE PAVEMENT (SEE DETAIL ON C801) 15 LANDSCAPE AREA (SEE LANDSCAPE PLANS) 1 6 LANDSCAPE EDGING (SEE LANDSCAPE PLANS) 17 RETAINING WALL WI RAILING (SEE STRUCTURAL PLANS) 18 CONCRETE SIDEWALK RISERS 19 CONCRETE RAMP W/ PLANTER BEDS (SEE ARCHITECTURAL PLANS) 20 PAINTED ARROW, WHITE (SEE DETAIL ON C801) 21 PAINTED STOP BAR (SEE DETAIL ON C801) 22 STOP SIGN (MUTCD STANDARD R1-1) 23 CARMEL STANDARD LIGHT POLE (BY OTHERS) I\1 Ili VV VVI IUI- J I U VV. Call before you dig. 0 llrk4�& if CARMEL PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: TcR 910023 _= STATE OF 4NA By: Developer: P E D C O R ? � � (&&"" ex DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUTTHE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/30/2023 03/30/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: SITE LAYOUT PLAN Sheet Number: C201