Water and Sewer Extension Agreement - Marion Court Subdivision Proj No DP24-063 - SDI South Bend

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J U MP 0 z 0 0 N no I I I I I I I STR. NO 1 San M Rim:706.0 8 IE (E):701.0 - 8" IE (S):699.1 °H PP/D \o I I I I I I I = STR. NO 100 _ ____---------- 1200 Gal Drywell w/Flat Inlet Casting (O Rim:705.42 8 IE (NE):701.78 36" IE:699.80 I I I I I r L-- ________ 33LF24�� PERF. PIPE I I IN 13' WIDE x 5' DEEP I AGGREGATETRENCH I I I STR. NO 101 1200 Gal Drywell I w/Flat Inlet Casting I LOT 5 LOT 6 Rim:705.12 I 8" IE (SE):701.35 I - - I 8" IE (E):700.67 I 36 IE:699.80 I I 40 LF 24" PERF. PIPE IN 13' WIDE x 5' DEEP I AGGREGATE TRENCH I I i I STR. NO 102 Proposed 1200 Gal Drywell R/W (Typ) w/Flat Inlet Casting Rim:704.30 II L - - - - - - V) Ul) Ul) Ln 36" IE:699.80 Ex. San. Service I �0. (F.V.Condition) " I � LP C OH� OH Q C < < C < C SMH WEST MARION STREET UTILITY MAINTENANCE RESPONSIBILITIES DOWNSPOUT HEADERS Al 14' Water Main: Public Downspouts from Units 1-10 shall be connected I Water Main Extension: Public into the downspout headers shown Alley I Abandon Ex. Lateral I- -4 Sanitary Sewer: Private -I r Upstream from Prop. Clean -Out _ - - I I Storm Sewer: Private PP/L II I I EXISTING FEATURES PROPOSED FEATURES SS `° I ^ i of I I LEGEND LEGEND �I Ln LOT 4 I I O CB Catch Basin L �rP/L I I ®e Gas Meter HMA Pavement Section WS a Ex. San. Service (Located Per I __9 Guy Anchor of City As -Built Video); "t co I I Contractor to Expose Exist. LP Light Pole Concrete Pavement I Sewer Lateral Prior to 0 PP Power Pole - Construction & Notify Engineer 0 PP/D Power Pole w/Drop Asphalt Pavement Patch CD LOT 3 SS °CO co r for Inspection; Per City Standard I o _ If Required Based on 0 PP/L Power Pole w/Light W c5 r Inspection, Line Exist. Lateral OUP Utility Pole SAN. CLEAN -OUT I I from Sewer Main to ' Brick Pavement Patch STORM Rim:706.58 I I Right -of -Way or Connection O sMH Sanitary Manhole Per City Standard CLEAN -OUT 8" IE:701.39 Sign Rim:706.47 I I I 3 Point As Shown & Connect Prop. - 8" IE:702.56 RIC I- o �, Lateral to Exist. Lateral PP/0 10 ELECT I I � I ® w Water Valve coo Clean -Out EASEMENT , - '' I �, _ _ w Water Main W ® Water Valve 2 - - �- - - i = _ I I I �o I OH Overhead Utilities a® Water Service Shut Off Valve H 75 LF 8 I I I I I^ I o I o Gas Line 0 DOWNSPOUT _ _ _ �� I N o I 6' ,� - - - Sign & Post 0 HEADER 78 LF 8 0.500 - I �- - - z - - - - - - 1 I LU I I T Telephone Line 1 @ 1_50% SI)R 35 <VC O° < `� I I I I " I I I - Swale Centerline _ co � Foc Fiber Optic Line iZ I - - E UG Electrical Line WS 1" Domestic Water Service c ,! cn v`"i I I I I I > 1 % (w/Shut Off Valve As Shown) �O �;, �„ I I o f Q y l-- 0 0 0 o Chain Link Fence �. `n UNIT 7-10 LINE "D"; CLEAN -OUT (C-O) - - - - - - - STORMI I I Z II- - - / / / Wood Privacy Fence 6" SDR 35 PVC Sanitary Service @ Min. 1% \ \ \ See Sheet C4.1 I 1 Q SS \ \ 1st FI. & Porch \ I I (w/Sanitary Clean -Out As Shown) \ Rim:706.68 I _J II 0<2- F.F. EL. 707.32 \ 18" IE:703.68 I LU I I �iP I II I 8" STORM Downspout Header; p ° FIRE HYDRANT L T 1 I it I > Connect Bldg. Downspouts to 8" Header ASSEMBLY w/Clean-Outs @ Bldg. @ L SAN. CLEAN -OUT I 0 I II LINE "C"; �Ln Rim:705.67 U See Sheet C4.1 3:3; 8" IE:698.42 I 1 II UTILITY MAINTENANCE RESPONSIBILITIES 1 o CS I I I I II I 1 I I WATER MAIN - City of South Bend J M p UNIT 6 ', _ I I Easement Line (Typ) I o I II I SANITARY SEWER (ON PRIVATE PROPERTY) - Property Owner ol a a Ws 1st FI. &Porch I II I (dJ I F.F. EL. 707.28 co I SANITARY SEWER (IN R/W) - City of South Bend N UNIT 5 ws cs s 115 LF 8" DOWNSPOUT I �, II Co. SS 1st FI. & Porch SS HEADER @ 1.50% I I I X I II- I F.F. EL. 707.13 ° CONSTRUCTION NOTES I II \ I STORM CLEAN -OUT I I II E� I Rim:706.07 I I II I 1. Construction, materials, and testing shall be in accordance with the latest Standard Construction Specifications of the local UNIT 4 -v� I 1st FI. & Porch 8" IE:703.07 I I I II I utility owner. O -�- 87 LF 8 DOWNSPOUT \\ UNIT 3 WS a a I LINE "B"; HEADER @ 1.50% I = J� II I to any public and/or private properties during construction shall be repaired at the Contractors expense. 1st FI. & Porch I See Sheet C4.1 I 0 II I 3. Unsuitable materials that could affect the integrity of the pipes and/or pavement shall be properly treated. I . Ss ss I II I I �� F.F. EL. 706.71 � I 4. Any removed and/or disturbed pavement, sidewalk, curb, etc., shall be replaced using the same type of material and CO STORM LOT Z I II _ _ - _ �I I I� brought back to its original grade and alignment. r` G - I - -I O� CLEAN OUT PdI- 3 �0 I I 5. No closing of streets shall be permitted without prior approval from the Municipality. I I `rOo M I 20' Clear UNIT 2 Rim:705.58 I NIT 11 I II n 01st Fl. & Porch �� 1st FI. & Porch °� II I 6. Contractor shall take all necessary precautions to protect the work and safety of the public and provide, erect, and maintain I 8 IE:702.58 I II all necessary I I ST RM C-O I WS F.F. EL. 706.44 F.F. EL. 706.15 I II �2 I y barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices in accordance I I Rim:705.87 I NS� with the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways". CS 8" IE:701.27 WS CS I STR. NO 10 Lnn co I II w o, I I _ I � 7. Contractor shall obtain all necessary project permits form all respective governmental agencies with the exception of the SS UNIT 1 \ j SS San MH ° • 0 Ln 1 _ II _ - - Soil Erosion Permit. The Developer will obtain this permit. a Rim:704.11 0k\ _ I'- - 1st FI. & Porch \ � 1 1 + I ` 8. All backfill for pipe trenches and site grading shall be performed in 6-inch lifts maximum using suitable granular material O11 1 F.F. EL. 706.29 \ I en I 8" IE (N):697.96 c CS L �I / � �� and compacted to 100% Standard Proctor to proposed subgrade. Pipe bedding shall be in accordance with ASTM D-2321 I 8 IE (E):697.86 ,. �� for flexible and rigid pipe. Backfill material and compaction testing shall be reviewed and performed by a qualified 8" IE (W):696.30 • , . % :• �: - J geotechnical testing firm approved by the Architect/Engineer. Cps �;P 1rZ 9. Contractor shall verify the water table and include in the bid the cost for dewatering. The water table shall be lowered to PP PP/L 24 inches below the pipe invert prior to installation. •�Oo C @ 1'75% co w/// 10. Water and sewer pipes shall have a minimum horizontal separation of 10 feet from edge of pipe to edge of pipe. Whenever OH o n �' 80 LF 8„ SpP�c�< y Qf�l P p p 9 p p 9 p P Ex. 12" Storm C (brick (asph.) C c EX• LP///� 16,E Watel Main W water pipes must cross above or below sewer pipes, a minimum vertical separation of 18 inches is required between the < O -0 �j outside of the water pipe and the outside of the sewer pipe. If this cannot be met, the sewer pipe shall be constructed of Ex. 15 Combined Sewer • % • i water grade pipe meeting AWWA Standards for a distance of 10 feet each side of the water pipe. At crossings, one full 8" DIP LINE "A"' length of water pipe shall be installed so that the joints will be as far from the sewer pipe as possible. / ow W W Ex. 16" Water Main W II W W H ••.+ • _ W _ WATER See Sheet C4.1 �, SAN• 11. Discrepancies or conflicts in the plans and/or site conditions shall be communicated to the General Contractor / Engineer to cB II MAIN _ � /�� CLEAN -OUT ensure that clarifications and/or revisions can be made prior to construction. - STR. NO 11 EX. SAN STR. NO. 1 , i �� l p -Q-- --- -- - - - - �� Rim:704.26 F_ - - - - Ex. San. Service + : San MH _ Exist. San MIS . \ /ice ea 12. Coordinate utility connections to building with Architect. � • � 8 IE W :699.26 - - - - _ _ _ _ 47 LF 8 WATER \ i � i �� ( ) - - - (F.V.Condition) Rim:704.88 Rim:703.81 Ex. 15" IE W 695.05� WORKS GRADE 16"x16"x8" �� i Z,.G° / %! 8" IE (N):698.00 ( )' 150 PSI 8" IE (SE):697.10 Prop. 8" IE (NW): 696.95 PRESSURE TAPPING \�� / o �� /�� / j% / LEEVE STORM SEWER NOTES I I Line Trench Top, Sides & Bottom Finished Grade w/Non-Woven Geotextile PROPEX 4545 or Approved Equal; Provide 18" Overlap Parking Lot Pavement Section At All Fabric Joints 24" Dia. Perforated ADS N-12 Pipe -``-��--�mac _ �c �v,__�� Note Prop. 8" IE (E): 695.50 5 RATED PIPE & VALVE EX. STORM �� / \dt. SQr�� ' 1. Storm pipe 12" and smaller shall be SDR 35 PVC OR ADS N-12 HDPE unless noted otherwise. Storm pipe 15" and larger MEETING - - �� P�ai' shall be ADS N-12 HDPE or C76 CL-III RCP unless noted otherwise. STR. NO. 1 AWWA STDS. N� \ �v Exist. Storm MH / /�5� / /i 2. Storm pipe with cover less than two (2) feet below pavement shall be RCP CL-III. Rim:703.60 / / / // � \ \ / � / � � 3. Pipe shall conform to ASTM C-478 standards. Pipe shall be bedded per pipe manufacturer, and backfilled with suitable / // clean granular material in accordance with the plans, see pipe trench detail. 4. Storm pipe shall maintain 10'-0" minimum horizontal and 18" minimum vertical separation between potable water pipes. / 0111 � / // � � � / 5. Roof downspouts storm piping: Prior to construction, Contractor shall review Architectural Drawings accounting for all LPG II 0 Z / i downspouts. Downspout storm piping shall be intercepted and connected to the storm sewer. Provide all necessary / piping, fittings, and transition adapters to connect downspout piping to the storm sewer. See Construction Details for Downspout Connection Typical Detail. Z 6. CASTINGS Flat Inlet Casting: Neenah R-2502 5-0, 4-Z! D�� Ln Contractor shall ensure all eotextile fabric surrounding pipe, overlaps and joints are properly 9 9 p�p � p J p p Y 36" IE:699.80 installed to create a barrier from soil infiltration. Contact Engineer if topsoil, organic, clay, or low permeable material is encountered excavation. 5'-6" 5'-6" 13' AGGREGATE TRENCH DETAIL (Not To Scale) GRAPHIC SCALE Solid Casting: Neenah R-1642 1 1 1 zo 40 Neenah castings specified. Approved equal to specified Neenah Foundry Co. castings may be acceptable if approved by Owner. Contractor to submit casting cut sheets to Owner for review. ( IN FEET) 8. Storm sewer open grate castings shall be stamped with a fish image and the message: "DUMP NO WASTE - DRAINS TO 1 inch = 20 ft. WATERWAYS." Solid flat castings shall be stamped with the message "STORM". NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY 1.0 _a 0 ooaa o a oe as £aa av V >=hoe o a o t3 E ' o .0 vc9 ° ° Z 0 a a Q�o m°o E c v O " Z C G 2 E 1, � ^'fLa uNN uOr- p .0M VI�� 0 H Z W �OWa L OZ Lm g V>�o LJJ Z z ZaQz O J m A/ W 30 Z W W a ii Q IL W J H w J w LLJ ul DRAWN BY: Ni DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: \STER�o :No. PE 19900163i • STATE OF Q SIGNATURE: DATE: V 05/13/2025 SCALE: 1"=20' ACI JOB # 24-1420 SHEET NO. C4.0 NO. I REVISION DESCRIPTION: BY: I DATE: