The URL can be used to link to this page

Home My WebLink AboutC-102 Grading PlanI � I I I � I I I � j TU P w/Drop I , � I o I I I I , I I o EXISTING LEGEND ®LP Light Pole 0UP Utility Pole o ® 7B Telephone Box I O WMH Water Manhole I o WV Water Valve o WM Water Meter o FH Fire Hydront e GV Gas Valve G GM Gas Meter d, oCO Sewer Clean Out o 0 AD Area Drain I O MH Storm Manhole I ICI Curb Inlet I Lb + Sign 0 I I I I I I I Lb I I o I I I I lu I II I IIP I IIII I I I Il I I I i IU.I I I r1 I I , di I I x ) `. ----�---ow-- Overhead Utilities ----UT ---- UT - Underground Telephone ----uv---- uw— Underground Water ----W---- UG— Underground Gas ----UE---- UE— Underground Electric --------- u — Underground Communications — — — — Property Line Building Setback Line Ww Right —of —Way Line Tree Line FL Flow Line 7B Top of Bank D.E. Drainage Easement P.U.E. Public Utiltiy Easement I.E. Invert Elevation LS Landscaping I I ` t 892di II I ��J I I = 1 \� \ �♦ 11 ®'P@aiC/Decl 1 II 1 ) �\ l`\ \`� 1 — \ \ LEGEND XXX Existing Contour XXX Proposed Contour D.E. Drainage Easement TOB Top of Bank EOS Emergency Overflow Spillway P-#XXX Storm Pipe CO-#XXX Clean -out AD-#XXX Area Drain FES-#XXX (RCP) Flared -End Section TBM-#X Temporary Bench Mark RCP Reinforced Concrete Pipe HDPE N-12 DS Downspout w/ 4" SDR 26 PVC Pipe, 4" Fittings & 4"x6" Wye (typ.) DC Downspout Collecter Pipe, 6" SDR 26 PVC @ 1.1% (min.) 102 27 T.C. 101 70 Gut. Existing Top of Curb and Gutter Elevation 99 69 Existing Spot Elevation 1p0 14 Proposed Spot Elevation gg.75 T� Proposed Top of Curb & Gutter Elevation Gut. g9.67 _30.00' ®5.577 _ Length, Slope, and direction Pipe Flow Direction P-#XXX Storm Pipe, Length & Size as Noted YY-LF x ZZ" STORM SSMH / 55MH-2045S r1_/ II %__--'� 1 \` �\ '� \ \\ r J / Rim= 893.70' II N i 1 ' I IE (N)= 890.05' v I� o E i, IE (NE)= 890.05' I I I l Exist. Brush ' IE (NE)= 890,19, I I IiJ eAsh /0 IE (5)= 889,15' I I 6" DBH \\ I\ I I E I 1 �n jl//I 1 II White Muif��' FES #209 1 "DBH IE 893.50' Ile_ --- -- rs-894__— - 0---MHO ---3 I I //A I 1 I •v 2. —2•W- CI-202119 I I / //I I C II c)b Rim= 894.6' / c /i/ I 13 IE (W)= 891,96' IE (5)- S91iS5, -------- i I I C I I I \ No way Spruce I `tcr DBH / -------------------- 894 6S ----------------------- 3 ---' II I l c r, ------------------------ T I I G71 S30 -1- SS---- SS--- SS-- =�- ---* S---- S- - I 1 -H I I — - 895 — —�� II oy� o,rO - 1 3-------------�I -----�`JJ % --- -----7r--T--I �\P\0 1 P-208 12' RCP I= y I Repass Drive 140-LF @ 0.5% I c� I co• I 1 v I I bp, I 4 I I I L I CI-20 4 g b C:I W_ I I Rim= 894,60' I C-)I I gg5' I I I c IE (M= 891.52' I 1 I o IE (NW)= 891.56' FES # 0 1 ------------------ 11 1 I I IE (W)= 891.34' IE 893.7 1 I h ------------------------ 1\L-__ I I I I C I IE (S)= 891.44' r I cci / I m a --- J) j 1 1 �W I I w FESI #206 I MH-20449 I �� I I I o Rim= 486.82' _ I I I C= c O % IE (S)= 482.32' I 5n_ �hI ��\ \ I 1 /o III P-205 2' HDPE i - D, I '� �� I I ; o I 50-LF �D 0 , 'L I e O I I I 8.9611 I \1 \ c0 cc): �r I �� T I I I'4 0 IE \Icy c I I I ci 1111 I I I I I 11 ( I I IE=895K;? I I I II c I I I ci II t o 1 II I IIII I 1111 c 0 c II o II IIIm I II I II I I I IN I II I 11 111 C K}I—� n I I C I I n l n L) vVp I m I I I 1=89b.03 �r UGC II BUG UG IG L�G L) 1 I v�i I oll I I I I I I I I I =II C Pecl I I I c c I I �' O o II � ti Il Eastern II v II White.F'Ine I I 20'?f BH II ti I I I 11� I I I Ik=896.S4 I I �II N I rl I I rld I I rl� I I I lU I I Ilry rn I I I 1 I II I I �ii / 18" DBH \ --- / _------------------------ \ 1 \ -- - -- �F1E7-- ❑ -- w ran — — — — \\\ /17, 0 � \ p o Black o r 898 898��_ Op Walnut \ I �— -- - " bDBH \ \ \ White Ash I \I I c, S ��- - "� ,��-o �� 18" DBH Wile0& } \ I Persimmon \\ 6" DBH \\ I �v. ,' g°�Og• cp999 W�O�� -��. ____- 8y W°�O� �`� - � I \\ � J cP�T� cb �� v�` ___- 8y99)8 `b v899 \\ 899 30' B5L & 30'LBY \\ 99 9 899 l_�A 99. \ �,O cur O W i Id �\ DS Col ctor Pi e o cG 8 9 0 \--�� Persimmon 16" DBH \ F = .00 \\ 899 9 Persim on \ 9� \ \ LJ j / g00 � I � J vi / O / D 1Lr) / 0 � i y cc o DS e O O / ° Sugar Maple r °� o I 20"DBH N I e , 901.64 I i \`\30' LBY Black Walr 26" E GRADING NOTES The Contractor is cautioned that the location and/or elevation of existing utilities as shown on these plans is based on records of the respective utility companies, and measurements taken in the field. This information is not to be relied upon as being exact or complete. The Contractor shall notify all utility companies & the State's underground locate service at least 2 (business) days before commencing excavation to request the utilities be located in the field. If any existing structures/utilities to remain are damaged during construction, it shall be the Contractors responsibility to repair and/or replace the damaged structure/utility as necessary to return it to existing conditions or better. The Contractor shall be responsible for notifying all property owners that will experience an interruption to their utilities caused by this project. The Contractor shall adhere to all terms & conditions as outlined in the General N.P.D.E.S. Permit for stormwater discharge associated with construction activities. All cut & fill slopes shall be 3:1 or flatter unless otherwise noted. All areas to remain unsurfaced shall receive 6" (min.) of topsoil upon final grading operations. All storm pipe entering structures shall be grouted to assure a watertight connection. All storm structures shall have a smooth uniform poured mortar invert from invert in to invert out. The inside of all structures where storm pipes connect shall be grouted smooth. Contractor shall assure positive drainage away from buildings for all lawn & paved areas. All areas (lawn & pav't) shall be graded to drain. Contractor shall repair all bird baths. Construction shall comply & be in conformance with all applicable governing codes and be constructed to same. Material specifications shall be in conformance with the State Department of Transportation's (DOT) standard specifications, latest edition. Contractor shall provide & maintain traffic control in accordance with the Manual on Uniform Traffic Control Devices, latest edition. The Traffic Control Plan shall be approved by the INDOT prior to commencing any work in the Right of Way. All areas shall comply with the Americans with Disabilities Act Accesibility Guidelines. All exposed areas to be used for subgrade preparations shall be scarified to a minimum depth of 8" and compacted to 95% standard proctor (ASTM D698) at a moisture content within 1% below and 3% above the optimum. All fill materials used for subgrade preparations shall be placed in 8" loose lifts and compacted to 95% standard proctor (ASTM D698) at a moisture content within 1% below & 3% above the optimum. All Storm Sewer Facilities shall conform to the City of Carmel's and Hamilton County's Construction Standards & Specifications, latest addition. Swales with less than 2% slope must have Sub -Surface Drain, per City of Carmel Standards & Specifications. All SSd's must be double wall and smooth bore. HORZ: 1"=20' 20 0 20 40 NOTE: ALL DIMENSIONS TO FACE OF CURB (FC), EDGE/PAV7 AND/OR FACE OF BUILDING UNLESS OTHERWISE NOTED. BUILDING DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL PLANS. ONLY MAJOR/OVERALL BUILDING DIMENSIONS SHOWN HEREON. This drawing and/or specifications is provided as an instrument of service provided by Cash Waggner & Associates, PC and is intended for use on this 402 EAST 1 3TH STREET N ❑. DATE F3Y DESCRIPTION PROJECT: WILLOW HAVEN SENIOR HOMES DATE: Q mm.dd.yy INI Description project only. All drawings, specifications, designs, models, ideas, calculations, and arrangements appearing herein constitutes the original and unpublished Work of and remains the property of Cash Waggner & Associates, PC. Any `A` G A` ,, SUITE 1 O 1 JASPER, IN 47546 (n PROJECT No.: 19-3957 MEMORY CARE HOMES • ■ 9 9 9 reproduction, use or disclosure of the proprietary information contained herein without the prior written consent of the Cash Waggner &Associates, PC is `v `v ENS G� C A S H WAG G N E R P H: 8 1 2. 6 3 4. 5 0 1 5 p 0 DESIGNED BY: N Rw ADDRESS: 1 3 1 4 5 WEST ROAD � DRAWN BY: I DJ M DRAWING N❑. strictly prohibited. Written dimensions shown hereon shall take precedence over scaled dimensions. p v �� R R O N FAX: 8 1 2.6 3 4. 5 0 1 7 Lf] C A R M E L, I N D I A N A 4 6 0 7 4 Contractors shall calculate and measure required dimensions. Notify Cash Waggner & Associates, PC with any variations in dimensions or conditions from those indicated these drawings. This drawing based G /� /� O CELL. 8 1 2.6 3 1 . 3 9 6 4 Sc A S S � C 1 A T E S, _ W 0 FILENAME: 13957 Base on was on available information. Commencement of Work constitutes verification and acceptance of �(// �(// NO Pc EMAIL: N WAG G N ER@ Q LAYOUT TAB:I Grading GRADING Sc 0 I� SCALE:IASSIIOWn existing conditions. C A S H WAG G N E R. C O M CONSULTING IENGINEERINGISURVEYING � SHEET TITLE: Application of a material or equipment to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory SIGNATURE DATE CASH WAG DRAINAGE PLAN , 2 installation. W W W . G N E R . C O M Q ❑ F: