A. Standards Enumerated:
1. Public Water: Per Illinois Environmental Protection Agency (IEPA) and Village specifications, and connected to the water distribution system of the Village. All fire hydrants shall be spaced to provide coverage for all buildings within a three hundred foot (300') radius of a hydrant. The Fire Chief of the Monee Fire Protection District or his designee may require additional hydrants where deemed necessary.
2. Public Sanitary Sewers: Per "Standards for Sewer and Water Main Construction in Illinois", as published by the Illinois Environmental Protection Agency (IEPA) (current edition).
3. Primary Thoroughfares: In accordance with the official Village standards, see appendix A attached to the ordinance codified herein, on file in the Office of the Village Clerk.
4. Secondary Thoroughfares: In accordance with the official Village standards, see appendix A attached to the ordinance codified herein, on file in the Office of the Village Clerk.
5. Streets: In accordance with the official village standards, see appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
6. Streetlights: Streetlights shall be located at all street intersections and at intervals not to exceed three hundred fifty feet (350'). The plan commission or village engineer may require additional streetlights for unusual circumstances.
7. Streets Along Development Boundaries, And Streets Connecting Development With Existing Improved Street System: Cross sections are determined by the village engineer and the plan commission.
8. Alleys: Per the official village standards, see appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
9. Lot And Street Grading: Per plans and profiles approved by the village engineer.
10. Drains To Be Designed For Placement On Property Lines, Storm Sewer System And Other Drainage Improvements: Per the official village standards, see appendix A attached to the ordinance codified herein, on file in the office of the village clerk, and the plans and specifications approved by the village engineer and the plan commission. Shall include access to each lot for storm sewer connection either to the main street storm sewer system or to a supplement system for all lots where groundwater is a problem and sump pumps will be utilized. All streets shall be provided with inlets and underground drainage facilities having a design capacity adequate to carry off surface water falling or coming onto the streets in the duration storm specified in the official village standards. Sufficient inlets shall be provided so that no pavement is designed to allow water to drain across the crown of an intersecting street or is carried in the gutter for more than the distance specified in the official village standards. Storm sewer systems shall be constructed per the official village standards. The proposed storm sewer system shall be in conformance with the general development plan of the village which is on file with the village clerk, and as approved by the village engineer.
11. Combination Concrete Curb And Gutter: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
12. Concrete Valley Gutter: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
13. Pavement Base: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
14. Wearing Surface: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
15. Driveways: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
16. Street Trees: Three inch (3") caliper, forty feet (40') to fifty feet (50') apart per village specifications.
17. Sidewalks: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
18. Pedestrian Walkways: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
19. Landscaping: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk.
20. Street Name Signs: Per the official village standards. See appendix A attached to the ordinance codified herein, on file in the office of the village clerk. Street name signs shall be located at all intersections. Regulatory signing as per the village engineer.
21. Telephone And Electric Service: In rear or side lot easements.
22. Gas: In street planting strip.
23. Cable/Pay TV: In rear or side lot easements.
24. Lot Grading: Per neighborhood drainage plan. (Ord. 831, 8-10-1994; amd. 1999 Code)
25. Stormwater Control: (Rep. by Ord. 1334, 1-12-2005)
26. General: Any damage done to the village infrastructure system at the time of construction shall be repaired to the satisfaction of the village engineer or the appointed village official.
27. Enforcement: The building inspector of the village is charged with the responsibility to enforce the provisions of this title.
B. Plans And Specifications: All plans and specifications for utility and street improvements shall be prepared by and certified by an Illinois registered professional engineer. (Ord. 831, 8-10-1994; amd. 1999 Code)
C. Water Main Specifications:
1. Water Main: Pipe shall be ductile iron manufactured in accordance with the requirements of ANSI/AWWA C151/A21.51. Pipe joints shall be push on TYTON joint in accordance with ANSI/AWWA C111/A21.11. Pipe thickness shall be class 52 designed in accordance with ANSI/AWWA C150/A21.50.
2. Water Main Fittings: Fittings three inch (3") through twenty four inch (24") shall be mechanical joint SSB ductile iron class 350 and shall be produced in accordance with ANSI/AWWA C153/A21.53 and ANSI/AWWA C111/A21.11. Fittings shall be cement lined and seal coated in accordance with ANSI/AWWA C104/A21.4. All fittings shall be made in North America.
3. Mechanical Joint Restraints: All mechanical joints shall be restrained using series 1100 MEGALUG restraint as produced by EBBA Iron, Inc.
4. Gate Valves: Valves four inch (4") through sixteen inch (16") shall be Mueller A2360-23 mechanical joint resilient wedge gate valves. Valves shall have a two inch (2") square operating nut, stainless steel trim bolts and shall open left. Valves shall be UL listed FM approved and comply with C509. All six inch (6") gate valves shall be installed with either an Alberico valve box stabilizer or an Adapter Inc., valve box adapter. All eight inch (8") through twelve inch (12") gate valves shall be installed with an Adapter Inc., valve box adapter.
5. Fire Hydrants: Hydrants shall be East Jordan model 5BR 3-way with one 41/2-inch NST pumper nozzle and two (2) 21/2-inch NST hose nozzles and a six inch (6") mechanical joint shoe. A six inch by twelve inch (6" x 12") anchor coupling shall be installed between the auxiliary valve and the hydrant and an anchor tee shall be used to secure the auxiliary valve to the main. All hydrants shall be painted safety red.
6. Valve Boxes: Shall be a five and one-fourth inch (51/4") Tyler/Union series 6850 screw type cast iron valve box model 664S.
7. Tapping Sleeves: Sleeves shall be a Mueller model H-615 mechanical joint tapping sleeve or a Smith Blair 663 all stainless steel tapping sleeve.
8. Tapping Valves: Valves shall be Mueller model A2360-16 flange. Mechanical joint valve shall have a two inch (2") square operating nut, stainless steel trim bolts and shall open left. Valves shall be UL listed FM approved and comply with C509. All six inch (6") gate valves shall be installed with either an Alberico valve box stabilizer or an Adapter Inc., rubber valve box adapter.
9. Water Service Pipe: One inch (1") through two inch (2") pipe shall be type K copper tubing.
10. Water Service Fittings: All service valves and couplings shall be constructed of brass in compliance with ASTM B62 and manufactured and tested to ANSI/AWWA C800 standard. All service boxes shall be cast iron. All service saddles shall have a ductile iron body and stainless steel straps.
a. Corporation Stops: One inch (1") through two inch (2") shall be Mueller H-15000 AWWA taper by copper flare.
b. Curb Stops: One inch (1") through two inch (2") shall be Mueller H-15204 copper flare by copper flare.
c. Service Boxes: A Tyler 6500 series screw type cast iron service box model 95-E shall be used with one inch (1") through two inch (2") curb stops. One and one-half inch (11/2") and two inch (2") curb stops must also have a Tyler series 6500 enlarged base. A concrete pad shall be placed under all curb stops.
d. Service Saddles: All service saddles shall be a Smith Blair model 317 double strapped service saddle.
D. Sanitary Sewer Specifications:
1. Sewer Pipe: All four inch (4") through twelve inch (12") gravity sewer pipes shall be gasketed SDR 35 PVC and meet the requirements of ASTM D-3034. All gravity sewer pipe fifteen inch (15") and larger shall be either Ultra-Rib PVC meeting the requirements of F794 or Ultra-Corr PVC meeting the requirements of F794.
2. Sewer Fittings: All fittings used in conjunction with SDR 35 PVC pipe shall be gasketed and meet the requirements of ASTM D-3034. All fittings used in conjunction with Ultra-Rib or Ultra-Corr shall be specifically designed for such pipe and meet the requirements of ASTM F949 or from SDR 35 pipe meeting the requirements of ASTM F679. Service line connections to the main shall be done with a t-wye, wye or an insertatee.
3. Sanitary Sewer Manholes: All manhole joints shall be press seal gasket, E-Z wrap or equivalent, primed and sealed on exterior surface in addition to Conseal gaskets between sections.
E. Miscellaneous Specifications:
1. Storm Sewer Pipe: All storm pipe up to the curb line shall be ADS N-12 polyethylene pipe. All polyethylene pipe four inch (4") through ten inch (10") shall be installed with a split premium soil tight coupler. All polyethylene pipe, twelve inch (12") through sixty inch (60"), shall be installed with a Pro Link ST soil tight integral coupling. (Ord. 1207, 10-9-2002)
2. Culverts: Corrugated metal pipe.
3. "As Builts": Upon completion of construction and before final approval, the developer is required to submit to the village two (2) copies of "as built" plans. These plans shall include, but not be limited to, the following information:
a. Water main location and size.
b. Water main valve location dimensioned from lot lines.
c. Buffalo box location dimensioned from lot lines.
d. Fire hydrant location.
e. Sanitary sewer size, location and direction of flow.
f. Storm sewer size, location and direction of flow.
g. Streetlight location with wiring diagram.
h. Street width, back to back of curb.
i. Lot lines with dimensions.
j. Location of concrete monuments.
All additional requirements included in the village of Monee ordinance shall be followed. (Ord. 1127, 2-28-2001)
4. Manhole Chimney Seals: All sanitary manhole frames shall be sealed using a Cretex external manhole chimney seal. (Ord. 1207, 10-9-2002)
5. Roads: Appendix A of ordinance 831, "minimum standards for required utilities and street and lot improvements" shall be modified to include the following:
6. Pavement Design:
a. Design of the pavement structure shall conform to the Illinois department of transportation (IDOT) design manual. The design period shall be 20 years, and the estimated ADT shall be subject to the approval of the village engineer. The road subbase shall be separated from the road base by a geotextile fabric, SUPAC-N5 or equal, for all publicly maintained surfaces. The design shall meet the following minimum requirements:
Backfill For Utility Trenches In Pavement
All utility trenches under and within two feet of existing pavement, curbs or sidewalks shall be backfilled as follows.
Clean CA-07 crushed stone is to be used as trench backfill material and shall be compacted in one foot lifts using a vibratory hand tamper with a minimum of six passes of the vibratory plate per lift. This material shall be used up to the soil subgrade elevation of the pavement. All excavations crossing pavement shall have edges that are sawcut.
The pavement is to be replaced using the same cross section of materials as is existing in the street with the exception that the minimum pavement section will be 10 inches of CA-06 crushed stone base course and 3 inches of asphalt. Base course stone is to be placed in lifts no thicker than six inches and compacted using vibratory equipment to a minimum of 95 percent of Standard Proctor density. Asphalt is to be placed in two inch maximum lifts and shall be hot mix asphalt compacted with a steel wheel roller in accordance with Illinois department of transportation Standard Specifications For Road And Bridge Construction, latest edition.
(Ord. 1127, 2-28-2001)