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Home My WebLink AboutC-103 Utility Plan (V2)x I I ❑ I � I I I I I I di j I o I I I I I I PROPOSED LEGEND EXISTING LEGEND I = I ❑ � WATER VALVE ®LP Light Pole ----ol�---oHF Overhead Utilities I I I FIRE HYDRANT OUP UtilityPole ----Ur---- UT- Underground Telephone I I 4 SIGN, AS NOTED w TB Telephone Box ----w---- °v- Underground Water I diF.D.C. I o FIRE DEPT. CONNECTION O WINK Water Manhole ----UG----U�- ----UE----UE— Underground Gas g Underground Electric I I 1.5 F 1.5 FIRE WATER SERVICE 1" DOMESTIC WATER SERVICE o WV o WM Water Valve Water Meter ----uc— uc— --- Underground Communications I I 1"D CABLE TV �rFH Fire Hydrant --- Right -of --Way Llne = w ELECTRIC SERVICE & METER BANK eGV Gas Valve FL Flow Line F_ TELEPHONE oGM Gas Meter TB Top of Bank TIC UE — UE UNDERGROUND ELECTRIC oCO Sewer Clean Out D.E. Drainage Easement I II UT — UT UNDERGROUND TELEPHONE 0 AD Area Drain P.U.E. Public Utiltiy Easement I i uc uc UNDERGROUND CABLE TV 0 MH Storm Manhole I.E. Invert Elevation P Ili"W — z"W 2" WATER SERVICE 6" SDR 35 PVC SANITARY SEWER ® CI + Curb Inlet Sign LS Landscaping II _.,%� PIPE FLOW DIRECTION I II P-#XXX n0003KAOK3UNEELE STORM PIPE, LENGTH & SIZE AS NOTED YY-LF x ZZ STORM o U-) 6" SANITARY SEWER LATERAL coo SANITARY SEWER CLEAN -OUT (TYPE 2) SSD SUBSURFACE DRAIN I I o TREE PRESERVATION FENCING \� `�� T8"Tree �� I� ❑-� A --- 892 II �lJ it = j l I \ ®PC/lea I I it I /J I SSMH Rim= 893.70' IE (N)= 890.05' IE (NE)= 890,05' I I ❑ �, J 5" x 6" Tee IE (NE)= 890.19' I I Exist. Brush FieFd-Verifyxist.LD /Hydrant�� I 5 yf _ Fire \ ' I IE (S)= 889.15' I I I/ V4skeAsk �� & Service Line Size — — — — — — — — - i ` ` ' I / , / Assembly � � `.�9 �------ _- � / ----�0 i j 11 6" DBH ocation & Quality 6" Gate Valve ,�� ,p / I\ Request Letter I i 2" 450 Be ds ` 3 I I )/� I & Traffic Plan I /�� Exist. Brush _ 6" x 2" Reducer j I � /I Submitted to I II White Muhbg�y _-----_______ _ S96 - - — - - - - - - - - - - — - - ----- �\ Proposed Electric Ser �e� \\\ City BPW Prior I " DBH ,��, _ - i Coordinate Size & Location \ --- — J w/ Local Utility Co. `� 3 c /1// rr?-894 __- to Installation e_ -3H0___-3HO- �Ho P�N17--�;{p---gun___ — ❑ ❑ /"a/ I i I _—� — ZH11 NB�11— �qfS—==--- =—�F10 6'W 6'W 6'W 6'W//—d—W 6•W 6'W 6 6' \ 6 6•W 6'W 6'W 6'W 6'W 6'W 6'W — 6'W — 6'W 6' 2•W UP w/Trans 898 \ / 1 CI-20289 1 1/ //I 1 I I 1 b 1 - ct I Rim= 894.6' �� 6 12"x6" Wet Tapping Valve & Sleeve ` IE (W)= 891.96' IE (S)= 891.85'' G) i � � I I I 1 ? � / g9� - '/,,,__- 2x �5" Tee _ /• Gate Valve / ❑ I I I N I I I 1 I ' / i' P-100 6" _DR33 VC 1.5" 89 ----------- 90° Bend w - I I I /, ' 113 J�F@g1.0% (min) 2" x 1" Reducer -----c ---------------------- 3 -- \ I I c c\ II I NI I❑ c�1I I -- 'I— S91- S---- SS--- SS-- S-S�S IoI 6•SS_ 6•s 30' BSL 30LY 6 6•SS �30' LBY30'BSL 6"SS-7— WSS 6' SS - < \ O FDC CID n I , in I \I 7X ------------ ---a - ;f I I I ,i rn w _ FF = .00 -----------------L-�_� I I d _ 113 11 L I L, CI- 0242 I I Rim= 894.60' gg5' c❑ n IE (M= 891,52' I BU �H �� 1 r w 900 1 I IE (N W)= 891.56' 1 2DBH I IE (W)= 891.34' ________ I-- I I I I I I IE (S)= 891.44' I I / I / I p In \ o --------y 11 I/ I C I I 0 4.0' 4. \I I�>- I I/ I I _ c / / m I p r I Sugar Maple c❑ O 0 0 20" DBH O CO/ 1I Ma `-4 o - I I ?i2� I II I❑ I I /� / I " D❑BH 14.96' o MH-20449 1 1 I I I �� I U_ I ce \ t7 / I o p - Ri r�r�= 486.82' I I R961 I I t c❑ / \ / 1 / / IE(E)-482.43' I I � �\cci J�� `� I r'� I \ - 26.6-14�46,\ IE (S)= 482.32' I I I I `. cn\\I I I \ I / ri I �- I I I I �\ T�\I ill -r \ FF = 901.25 , \ � I ` _J � I � \I I I\ I \ \ \ \ Wild \\ Persimmon 16" DBH \\ \ \ \ I � o � � / / o^ m / 1 I 1 I 1 IIc i / 4.0' BFE = 874.2 co/ / I w ` I i i i it I I i ry I I I I I II C❑ I , I a r / n pi // 90, \`� 30' LBY .' Black 30' LB Water Meter 15/67' 14.46' �/ I I Walnut II I Ip j I� 7 ocaion tIDBHo \\ Per Utility Co. / 14.96' o 26 II / II 46.83' a' 20' B5L \ I 16" p PP e GM ? /,// astern �DO // a ec bucl Cluster UG 1 I UG UG tIG —� l�G I (6) 5" DBH's cTr 0 I I I �� / 899 __ Common 11 I I vNi� I ❑I I I CI / -- I I I 1 E.- I I 1 1 _ ` Hackberr UG UG G UG UG UG u �' 9�2 Y II I c I c '�/ u uc �� Uc _ uc — — U — uc uc — uc�18" DBH L I " II i' O _T — o Hawthorn 10" DBH -- 9 II a if /— / Sweet Crab Apple / Proposed Gas Service Proposed CATV Service Y O / 18" DBH / Coordinate Size & Location ordinate Size & Location w/ Local Utility Co. i w/ Local Utility Co. j I II Eastern 0 / �// q0 I II II WhiteXlne I 20BH II 1 ti I I HORZ: 1"=20' i I i1 `1-896.84 20 0 20 40 I I ul� I I I I ry V) I I I ti I II NOTE: ALL DIMENSIONS TO FACE OF CURB (FC), EDGE/PAV'T i III it I AND/OR FACE OF BUILDING UNLESS OTHERWISE NOTED. N I I I I I I I I BUILDING DIMENSIONS SHALL BE VERIFIED WITH I I I I I ARCHITECTURAL PLANS. N I I I I ONLY MAJOR/OVERALL BUILDING DIMENSIONS SHOWN 1 I I I I HEREON. I I rn 0 I I I I 1 I I I I I I I I V) I UTILITY 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. 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. All materials, installation, construction & testing of the water and sewer utilities shall be in conformance with Local Water & Sewer Depts. Standards and Specifications, latest edition. Contractor shall coordinate the installation of building sewers / service laterals with the local water & sewer depts., building inspector, plumber, and plumbing plans. Installation and materials shall be in conformance with applicable codes, standards, and regulations. Contractor shall coordinate actual location of proposed utility services with architectural plans. The Contractor shall install all water and sewer service lines to 5' outside the building for tie-in by the plumber. Water lines shall bear NSF seal of approval and meet: 3" thru 8" mains and service lines - C-900 PVC, Class 200 per AWWA C-900. Smaller than 3" - Type 'L' Copper per ANSI 816.22 or PVC, Class 200 per ASTM D1784 and D2241. Sanitary sewer pipe shall be as follows: 8" & larger mains - SDR 35 PVC (min.) in accordance with ASTM D-3033 & 3034 or PVC Truss Pipe in accordance w/ ASTM D-2680. 6" services (laterals) - Schedule 40 PVC or SDR 26 PVC and as required by local jurisdiction. Water mains shall be saddle tapped and bedded with sand a minimum of 6" below and 12" over the pipe. All fill material shall be in place and compacted before installation of proposed utilities. All utilities shall be installed, inspected, and approved before backfilling. All proposed road crossings must be fully backfilled with a granular material. Contractor shall maintain a minimum of 54" cover on all waterlines and 36" cover on all sanitary sewer lines. Detectable line marking tape and No. 12 insulated copper tracing wire shall be installed with all water lines and sanitary sewer laterals. All tape shall be placed 24" (min.) above lines. Tracing wire shall be taped to the top of the water line and be pulled into valve boxes and meter pits (to the surface) for locating purposes. If ductile iron pipe is used, the main must be poly wrapped and marking tape installed 2-feet above the water main. All water joints and bends are to be mechanical joints with thrust blocking. 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. Storm pipe lengths provided are measured to center of structure and/or end of Flared -End Section. Water lines shall be installed with 10-feet of horizontal and 18-inches of vertical separation from sanitary and storm sewers. Provide 8 feet (min.) of horizontal separation between the water main and all storm and sanitary structures. Where water lines and sewers cross and the water line cannot be placed above or below the sewer with a minimum of 18 inches vertical clearance, the sewer must be constructed of water works grade ductile iron pipe with mechanical joints or plastic (S.D.R. 26) sewer pipe with gasketed, compression - type joints within ten feet of the water line. Where water lines and sewers run parallel and a minimum seperation distance of ten feet cannot be maintained, the sewer must be constructed of water works grade ductile iron pipe with mechanical joints or plastic (S.D.R. 26) sewer pipe with gasketed, compression -type joints. Clean -outs shall be installed on sewer services within 5' of the building, at 100' intervals (max.), and at every horizontal & vertical change in direction greater than 450 Clean -outs shall be of the same size as the service line and be extended to grade. Sanitary sewers shall be installed in accordance with the Indiana State Board of Health Specifications (330 IAC 3.1). Permits shall be obtained prior to commencing work. 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 BY DESCRIPTION WILLOW HAVEN SENIOR HOMES DATE: 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 PROJECT: MEMORY CARE HOMES A ❑ ■ ■ 7 0 mm.dd.yy INI Description 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� CASH W A G G N E R P 8 1 2. 6 3 4. 5 0 1 5 ❑ A DESIGNEDBv: N RW ADDRESS: 1 3 1 4 S WEST ROAD DRAWN BY: I DJ M DRAWING N❑. strictly prohibited. Written dimensions shown hereon shall take precedence over scaled dimensions. p v NSA � O H: FAX: 131 2.6 3 4. 5 0 1 7 � 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 �� p,P R 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 /� / �(// w `O oc ( Pc EMAIL: N WAG G N E R@ Q LAYOUT TAB: I GradingC UTILITY 1 3 Q I� SCALE:IASSIIOWn existing conditions. `v C A S H WA G G N E R. C❑ 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 S I G N AT LJ R E DATE CAS wAG PLAN �j 1 3 installation. W W W . H G N E R . C ❑ M 0 ❑ F: