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HomeMy WebLinkAbout02/10/2025-PZ Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA FEBRUARY 10, 2025, 6:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Commission on any matter. Comments related to public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be presented. Citizens who wish to address the Commission with regard to matters on the agenda will be received at the time the item is considered. The Commission is not allowed to converse, deliberate or take action on any matter presented during citizen input. CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Commissioner to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 1. Consideration and possible action of the minutes from January 13, 2025 meeting. PUBLIC HEARING ITEMS ACTION ITEMS 2. Consideration and possible action on a Final Plat of Chapman Crossing, being approximately 68.209 acres of land described as H TIERWESTER SURVEY ABSTRACT NO. 1241, within the City of Sanger, generally located along Belz Road and approximately 1281 feet west of N Stemmons Frwy. FUTURE AGENDA ITEMS The purpose of this item is to allow the Chairman and Commissioners to bring forward items they wish to discuss at a future meeting, A Commissioner may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Commission or at the call of the Chairman. 1 INFORMATIONAL ITEMS ADJOURN NOTE: The Commission reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on February 6, 2025, at 4:00 PM. Shelley Warner, Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 2 PLANNING & ZONING COMMISSION COMMUNICATION DATE: February 10, 2025 FROM: Shelley Warner, Administrative Assistant AGENDA ITEM: Consideration and possible action of the minutes from January 13, 2025 meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Minutes from January 13, 2025 3 Item 1. Planning and Zoning Minutes 01/13/2025 Page 1 of 5 PLANNING & ZONING COMMISSION MEETING MINUTES JANUARY 13, 2025, 6:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM There being a quorum Commissioner Miller called the Planning and Zoning meeting to order at 6:19 P.M BOARD MEMBERS PRESENT: Commissioner, Place 2 Jon Knabe Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Timothy Skaggs Commissioner, Place 5 Luke Leissner Commissioner, Place 6 Jason Miller Commissioner, Alternate Charles Wood BOARD MEMBERS ABSENT: Commissioner, Place 1 Shane Stone Commissioner, Place 7 Lisa Freeman STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, and Secretary Shelley Warner INVOCATION AND PLEDGE Pledge was led by Commissioner Turner. CITIZENS COMMENTS No citizens came forward. 4 Item 1. Planning and Zoning Minutes 01/13/2025 Page 2 of 5 CONSENT AGENDA 1. Consideration and possible action of the minutes from December 17, 2024 meeting. Commissioner Skaggs recommends correcting Item 4 to reflect Commissioner Miller opposing the item. Commissioner Skaggs makes a motion to approve the consent agenda with the correction. Commissioner Miller seconded the motion. Voting Yea: Commissioner Turner. Commissioner Knabe, Commissioner Leissner and Commissioner Wood abstained from the vote. The motion passes unanimously. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 66, TR 67 & 68(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. Commissioner Miller opened the Public Hearing item at 6:21 P.M. Director Hammonds presented the item. 25 notices were mailed with 1 response returned by mail; two responses in favor were received the day of the meeting. Director Hammonds made additional comments. The applicant, Mike Todd, spoke on the proposal and passed out informational sheets. Commission Skaggs, Commissioner Knabe and Commissioner Wood asked questions to which the applicant responded and Director Hammonds responded. Commissioner Miller closed the Public Hearing item at 6:36 P.M. ACTION ITEMS 3. Consideration and possible action on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. 5 Item 1. Planning and Zoning Minutes 01/13/2025 Page 3 of 5 Director Hammonds presented the item and made clarifications that not all comments have been met at this time. Staff recommends denial. Commissioner Wood asked questions. Director Hammonds responded. Commissioner Miller, Commissioner Skaggs and Commissioner Wood asked the applicant questions. Mr. Todd responded. Commissioner Miller makes a motion to deny the request for a rezoning from Agricultural (A) to Planned Development (PD). Commissioner Knabe seconded the motion. Voting Yea: Commissioner Turner, Commissioner Wood, Commissioner Skaggs, and Commissioner Leissner. The motion passes unanimously. 4. Consideration and possible action on a Final Plat of Lane Ranch Phase 5, being approximately 26.105 acres of land described as REUBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, generally located north of McReynolds Road and approximately 1230 feet east of Lake Ridge Dr. Director Ramie Hammonds presented the item. Staff recommends approval with the condition all comments are satisfied prior to City Council approval. Commissioner Skaggs asked questions. Director Hammonds responded. Commissioner Miller makes a motion to approve the item with the condition all comments are satisfied prior to City Council approval. Commissioner Skaggs seconded the motion. Voting Yea: Commissioner Turner, Commissioner Knabe, and Commissioner Leissner. Voting Nay: Commissioner Wood The motion passes with a 5-1 vote. 5. Consideration and possible action on a Final Plat of Blue Star Phase 2, being approximately 14.2225 acres of land described as A1066A J.M.A. RUIZ, TR 12 and 12A, within the City of Sanger, generally located east of I-35 and approximately 1746 feet south of Chisum Rd. 6 Item 1. Planning and Zoning Minutes 01/13/2025 Page 4 of 5 Director Ramie Hammonds presented the item. Staff recommends approval with the condition all comments are satisfied prior to City Council approval. Commissioner Turner and Commissioner Skaggs asked questions. Director Hammonds responded. Commissioner Miller makes a motion to approve the item with the condition all comments are satisfied prior to City Council approval. Commissioner Turner seconded the motion. Voting Yea: Commissioner Skaggs, Commissioner Knabe, Commissioner Leissner, and Commissioner Wood. The motion passes unanimously. 6. Consideration and possible action on the Preliminary Plat of Clear Creek Intermediate School, being 13.356 acres, located in the City of Sanger, and generally located on the west side of South Stemmons Frwy approximately 667 feet south of the intersection of the Business I-35 ramp and South Stemmons Frwy. Item was pulled. 7. Consideration and possible action on the Final Plat of Sanger High School, being 55.886 acres, located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. Director Ramie Hammonds presented the item. Staff recommends approval with the condition all comments are satisfied prior to City Council approval. Commissioner Wood asked questions. Director Hammonds responded. Commissioner Skaggs makes a motion to approve the item with the condition all comments are satisfied prior to City Council approval. Commissioner Knabe seconded the motion. Voting Yea: Commissioner Miller, Commissioner Turner, Commissioner Leissner, and Commissioner Wood. The motion passes unanimously. 8. Consideration and possible action on the Final Plat of Sanger Middle School, being 28.791 acres, located in the City of Sanger, and located at 105 Berry Street approximately 205 feet southwest of the intersection of Acker Street and Bolivar Street. 7 Item 1. Planning and Zoning Minutes 01/13/2025 Page 5 of 5 Director Ramie Hammonds presented the item. Staff recommends approval with the condition all comments are satisfied prior to City Council approval. Commissioner Turner and Commissioner Skaggs asked questions. Director Hammonds responded. Commissioner Miller makes a motion to approve the item with the condition all comments are satisfied prior to City Council approval. Commissioner Leissner seconded the motion. Voting Yea: Commissioner Skaggs, Commissioner Knabe, Commissioner Turner, and Commissioner Wood. The motion passes unanimously. FUTURE AGENDA ITEMS No items were discussed. INFORMATIONAL ITEMS No items were discussed. ADJOURN There being no further items Commissioner Miller adjourns the meeting at 7:02 P.M. 8 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: February 10, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Chapman Crossing, being approximately 68.209 acres of land described as H TIERWESTER SURVEY ABSTRACT NO. 1241, within the City of Sanger, generally located along Belz Road and approximately 1281 feet west of N Stemmons Frwy. SUMMARY: The applicant proposes to plat 296 Single Family Lots and 11 HOA /Open Space lots. There will be 15.290 acres of Right-of-Way dedication. The lots are part of Planned Development (PD) #11-20-24. The subdivision will have connectivity from FM 455 to Belz Road. The lots are a mixture of 40’ and 50’ widths. The minimum home sizes are between 1300 sf and 2000 sf depending on lot width. This plat complies with PD #11-20-24 and the preliminary plat. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are met before City Council approval. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 9 Item 2. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/4/2025 6:32:53 PM 10 Item 2. PL O T T E D B Y JE N N I F E R S T O R Z D A T E 1/ 1 5 2 0 2 5 1 1 2 2 A M P A T H P: 3 8 8 3 0 0 0 1 5 0 0 L a n d S u r v e y i n g 5 0 5 P l a t t i n g 3 8 8 3 0 0 0 1 F i n a l P l a t d w g 11 Item 2. PL O T T E D B Y JE N N I F E R S T O R Z D A T E 1/ 1 5 2 0 2 5 1 1 2 3 A M P A T H P: 3 8 8 3 0 0 0 1 5 0 0 L a n d S u r v e y i n g 5 0 5 P l a t t i n g 3 8 8 3 0 0 0 1 F i n a l P l a t d w g 12 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G E N E R A L N O T E S d w g 13 Item 2. 01/15/2025 14 Item 2. Page | 1 Arlington | Burleson www.mmatexas.com January 15, 2025 City of Sanger Development Services 502 Elm Street Sanger, TX 76266 RE: Chapman Crossing – Final Plat 1st Submittal Development Services: Malouf Interests, Inc. having an address of 4143 Maple Avenue, Suite 325 in Dallas, TX, is the owner of property located south of Belz Road and west of Interstate 35. The subject property is a part of the planned development zoning approved on December 19, 2022. Chapman Crossing is a 68.209-acre residential development consisting of 296 residential lots and 10 private/HOA owned and maintained open space lots. The lot mix will include 200 – 40’ wide lots, 84 – 50’ wide lots, and 12 – 70’ wide lots which is consistent with the approved planned development ordinance, Ordinance #12-32-22. Enclose are the following: Application Form (Signed by Owner) Application Plat Checklist Final Plat Civil Engineering Construction Drawings Landscape Construction Drawings Drainage Study Mycoskie & Associates, Inc. will be the designated point of contact for this application. We respectfully request the review and approval of the submitted final plat application by the Planning and Zoning Commission and City Council. Please contact us directly should you require additional information or have questions. Sincerely, Andrea Taylor, PE Mycoskie & Associates, Inc. 519 E. Border Street Arlington, TX 76010 ataylor@mmatexas.com 817-469-1671 15 Item 2. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/23/24 1st REVIEW COMMENTS – Final Plat – Chapman Crossing The request is for a Final Plat of Chapman Crossing, being approximately 68.209 acres in the H TIERWESTER SURVEY, ABSTRACT NO. 1241, prepared by MMA, INC., submitted on 1/15/25. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Provide the accurate location of the subdivision in reference to the deed records of the county which shall include volume and page of deed of the property to be divided. 2. Property owner information does not match Denton Central Appraisal District record. Provide information related to the purchase. 3. Plat states 11 HOA/Open space lots. I only find 8. 4. Title Block needs date of preparation. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, February 10, 2025, and the City Council meeting on Monday, March 3, 2025. 16 Item 2. January 31, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re:Chapman Crossing Drainage Study/Downstream Assessment -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the drainage study in support of the final plat/construction plans for the Chapman Crossing development. The submittal was prepared by mmm inc. and was received on January 17, 2023. We have completed our review and offer the following comments. Please refer to City of Sanger Subdivision Regulations, article 10.100 and Denton County Subdivision Rules and Regulations dated July 2009. General Comments 1.This phase appears to be part of the Sanger Malouf development preliminary plat. Please address applicable outstanding comments from drainage study in support of the preliminary plat (review letter dated 04/03/2024). 2.Is this drainage study in support of the final plat and construction plans for Birchway development (Phase 1) or will it be a separate study. Please explain. Please note, plans and pond for Phase 1 were not reviewed with this study. 3.Please show and label the preliminary platted area and Phase boundaries on the landuse exhibits. Also, include a full buildout scenario to represent the hydrologic and hydraulic conditions for the developed conditions of the overall development. 4.Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 5.Please address final plat and construction plans comments provided separately. Please note an accepted drainage study is required prior to construction plans acceptance. 6.Please show all pond and channel/swale/SD drainage easements on plat. Provide minimum finished floor elevations on Final Plat and on grading plan (2’ above fully developed 100-yr water surface elevation) for lots surrounding ponds or channels. 7.Verify that a USACE Section 404 of Clean Water Act investigation was/will be conducted. Placement of fill at existing channels and ponds may require authorization by an appropriate Section 404 permit. Provide results of investigation with the drainage 17 Item 2. Ms. Ramie Hammonds January 31, 2025 Page 2 of 3 study in support of the construction plans. Show and label any wetlands and/or Water of the US on grading plans. 8.Please note, proposed pond will need a maintenance agreement. Please submit after construction plans are accepted. Hydrology and Hydraulic 9. Provide total drainage area at each outfall and extend analysis at each outfall thru the zone of influence based on the 10% rule. Please verify any adverse impacts thru the zone of influence caused by timing of the peak flow at ponds. Delaying the peak from a site may result in higher peaks downstream. (Section 10.106 (d)). 10.Provide HMS analysis for the more frequent events (Denton County 2-yr, 5-yr, 25-yr, and 50-yr flood events) 11.Please account for existing natural detention at drainage area B-C10. 12.Based on rational method calculations, flow is increased at site’s outfall design point 1. Please provide pre- and post- development hydraulic analysis and verify capacity and no adverse impact of existing receiving ditch. Refer to Drainage Area map markup, sheet C10. 13.Is a swale proposed to direct OS2 north along the east property line? Please provide hydraulic calculations. Also extend proposed swale/ditch along Belz Road to convey road flow. Refer to markups on drainage area map sheet C10. 14.It appears drainage areas G and F will flow downstream of pond outfall. Please provide hydraulic calculation of channel/spreader. Use RAS with lateral weir for analysis; refer to drainage area map markup. Ensure no supercritical channels. For street flow please provide curb inlets. 15.Can drainage areas G and F be directed to pond and just upsize the pond outfall to result in the same 100-yr water surface elevation and outflow? 16.Provide details and profile of pond outflow pipes and account for tailwater from receiving ditch. Include cross sections with dimensions, slopes results, freeboard and easement/property/ROW lines. Include 100-yr flow and velocities and ensure appropriate dissipation. See markup sheet C11.0 17.Account for backwater from when calculating the elevation vs Q rating curves for proposed ponds. A RAS analysis will be needed to determine backwater from receiving creek/swales/ditches. Provide outflow backwater rating calculations. 18.Include flow and velocity at primary spillways and provide ensure appropriate armoring at spillway and embankment. 19.Address comments on pond sheets C11 and C11.1 and provide annotated responses. 20.Please provide hydraulic calculations to verify proposed concentrated flow at pond outfall mimics existing hydraulic conditions at outfall. Provide a pre- and post- 18 Item 2. Ms. Ramie Hammonds January 31, 2025 Page 3 of 3 development RAS analysis and verify no significant increases in velocities and water surface elevations. See sheet C11.1 for suggested cross section layout The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7466. Sincerely, HALFF ASSOCIATES, INC. Firm No. 0312 Emilia Yanagi, P.E., CFM Review Consultant for the City of Sanger Attachments: Drainage Study and Plans markups 19 Item 2. Chapman Crossing Drainage Study mma, inc. 519 E. Border St. Arlington, TX 76010 7 A detention pond was designed to match existing conditions by turning the point discharge generated by development into sheet flow onto the adjacent site. Refer to Appendix A for the construction plans detailing the pond and level spreader specifics. The pond was modeled in HEC-HMS with an elevation- area curve. Outfalls consisted of three groups of culverts, a weir and an emergency spillway. See table below for a pond summary table. Pond A Results Storm year) Peak inflow cfs) Peak Outflow cfs) WSEL Storage ac-ft) Freeboard 10 203.28 87.38 692.65 5.34 1.85 100 312.85 150.68 693.44 7.64 1.06 Structure A 5 - 2' RCP Culverts FL=690.50 Structure B 2' RCP Culvert FL=690.60 Structure C 2' RCP Culvert FL=690.80 Structure D 10' Broad Crested Weir FL=692.80 Outfall Structure Overflow 200' Broad Crested Weir FL=694.50 Top of Bank 694.50 Table 5 Pond A Summary Table Several onsite areas do not pass through the detention pond but do enter the level spreader. These areas are A12, A13, A15 & A16. They are all modeled at J_A.1 to determine the total discharge offsite. To demonstrate the impact of Phase II development, an Existing versus Phase II discharge comparison of flow at all analysis points and the Junction directly downstream of the detention pond, J_A.1 is shown in the table below. Existing Discharge (cfs)Phase II Discharge (cfs)DifferenceJunction10-Yr 100-Yr 10-Yr 100-Yr 10-Yr 100-Yr J_A 409.6 686.7 405.3 682.9 -4.3 -3.8 J-A.1 126.5 211.7 119.3 203.9 -7.2 -7.8 J_B 242.5 405.4 177.9 280.0 -53.1 -111.5 J_C 205.4 350.7 195.7 328.4 -9.7 -22.3 J_D 109.5 180.2 97.1 157.0 -12.4 -23.2 Table 6 Existing vs Phase II Runoff Comparison As shown in the results above, there are no increases in discharge in Phase II conditions. 20 Item 2. 21 Item 2. 22 Item 2. 23 Item 2. PL O T T E D B Y JE N N I F E R S T O R Z D A T E 1/ 1 5 2 0 2 5 1 1 2 2 A M P A T H P: 3 8 8 3 0 0 0 1 5 0 0 L a n d S u r v e y i n g 5 0 5 P l a t t i n g 3 8 8 3 0 0 0 1 F i n a l P l a t d w g Recorded as 660.45 ft in metes and bounds description. Please verify Indicate 20.9 ft distance between mag nail and Iron Rod Please verify the scale factor. State plane to surface scale factor for Denton County is 1.00015063 per TXDOT Surface Adjustment Factors There appears to be an overhead electric facility running through property line. Please confirm there is not an existing utility easement here 24 Item 2. EX W EX W EX W EX W E X W EX W EX W EX W EX W EX W PAD 701.6 PAD 701.9 PAD 701.9 PAD 701.7 PAD 701.4 PAD 701.1 PAD 700.8 PAD 700.5 PAD 700.3 PAD 700.0 PAD 699.7 PAD 699.4 PAD 699.3 PAD 700.9 PAD 701.0 PAD 700.5 PAD 700.3 PAD 702.9 PAD 703.1 PAD 703.6 PAD 703.7 PAD 704.0 PAD 704.3 PAD 704.6 PAD 704.9 PAD 705.2 PAD 705.4 PAD 705.4 PAD 705.2 PAD 704.8 PAD 700.6 PAD 700.9 PAD 701.5 PAD 701.7 PAD 702.0 PAD 702.2 PAD 702.3 PAD 702.5 PAD 702.9 PAD 703.2 PAD 703.4 PAD 703.7 PAD 704.0 PAD 704.3 PAD 704.6 PAD 704.8 PAD 705.1 PAD 705.4 PAD 705.6 PAD 705.6 PAD 705.4 PAD 705.0 PAD 704.7 PAD 704.2 PAD 703.9 PAD 703.6 PAD 703.3 PAD 703.1 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 Please provide drainage easement Verify grading and ensure there is positive drainage at the intersection 25 Item 2. EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX 8 W EX-8'' W EX 8 W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W 2 3 4 1 PL O T T E D B Y DA E L A N D A N G L E D A T E 1/ 1 5 2 0 2 5 3 3 0 P M P A T H P: 3 8 8 3 0 0 0 1 7 0 0 L a n d D e v e l o p m e n t 7 0 3 C o n s t r u c t i o n D o c u m e n t s D e s i g n P l o t S h e e t s D R A I N A G E A R E A M A P d w g Provide existing drainage area map and calculations to determine pond discharge flows 26 Item 2. EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX-12'' SS EX-12'' SS EX 8 W EX 8 W EX 8 W EX 8 W EX-8'' W EX-8'' W PAD 697.7PAD698.0 PAD 698.4 PAD 698.7 PAD 699.1 PAD 699.4 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 1 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P O N D P L A N A N D C A L C S d w g PAD 630.0 MFF 630.0 1 SECTION A-A NOT TO SCALE 3 SECTION C-C NOT TOSCALE2SECTIONB-B NOT TO SCALE Revise sections B-B and C-C to match pond plan 27 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX 1 2 S S EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 8 W EX 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 1 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P O N D P L A N A N D C A L C S d w g PAD 630.0 MFF 630.0 missing stations for level spreader 28 Item 2. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 30, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Chapman Crossing Construction Plans - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Civil Construction Plans for Chapman Crossing. This submittal was prepared by MMA and was received on January 16th, 2025. General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Final Plat 1. There appears to be an overhead electric facility running through the northeast property line. Please confirm there is not an existing utility easement here. 2. Please verify discrepancy in distance of mag nail found in asphalt and Point of beginning between plat and metes and bounds description 3. Please verify the scale factor. State plane to surface scale factor for Denton County is 1.00015063 per TXDOT Surface Adjustment Factors 4. Please provide closure report for final plat 5. Please include a 3”x3” recording box at the lower right-hand corner 6. Drainage easements shall be provided for all regional detention/retention facilities and for other detention/retention facilities where two (2) or more owners are involved per § 10.106(d)(10)(E) 7. Please provide drainage easement for SD-A through lots 13 and 14 as the systems picks up drainage from the two 5 ft inlets at the sag on Jackson Lane. Demolition Plan 1. Clearly show extents of removal and what portion of the existing 6-inch water line is remaining 29 Item 2. Ms. Ramie Hammonds January 30, 2025 Page 2 of 3 Paving Plan 1. Please include center line of intersecting streets on all street profiles 2. Please install receiving ramps on opposite sides of the streets with all intended pedestrian crossings 8. Please verify and update curve lengths and k-values per Table 2-10 (Minimum K and L as a Function of A) of the TxDOT roadway design manual 9. Include Roadway design speeds for all streets 10. Please review and revise typical knuckle pavement section Grading Plan 1. What is the intended plan for accessing the overhead electric utilities enclosed by the 8 ft retaining walls on the northeast portion of the property on lots 11 and 12 for maintenance? Is there an existing utility easement on lots 11 and 12 east of proposed Earl Drive? 2. Please verify that the intersections of Mcdew Lane and Upshur Drive and Sutton Street and Summerall Lane drain effectively. 3. Please verify that channels meet a 1 ft freeboard requirement per § 10.106(d)(9)(B)(ii) 4. Please review and revise grading sections per comments in the markups. Erosion Control 1. Please turn on paving and storm drain layout files. 2. Please review and verify the need of a silt fence south of the properties along Langhorne Drive per detail 4. Water Line 1. Spacing between fire hydrants shall not exceed a maximum of 500 feet along fire apparatus access roadways/fire lane per ordinance § 5.701(b). Please ensure that fire hydrant spacing requirement is met. 2. Please include gate valves on all segments at tees Sanitary Sewer Line 1. Please show storm drain crossing on SS-C around STA 8+80.00 in SS-C profile Drainage Area Map 1. Provide existing drainage area map and calculations to determine pond discharge flows Drainage Calculation Comments 1. Please use 0.4 for developed park sites per §10.106(d)(2)(D)(i) 2. Please match intensities from Appendix A. Intensity - Duration - Frequency Curve of the City of Sanger Ordinances 30 Item 2. Ms. Ramie Hammonds January 30, 2025 Page 3 of 3 3. For inlets within the street, the depth of flow in the streets shall not exceed the top of curb for the 100-year storm per § 10.106(d)(4)(A). Review and revise 4. The minimum velocities in conduit shall be 2.5 feet per second per Ordinance § 10.106(d)(6)(B)(i) Pond 1. WSEL in pond calculations does not match 100 yr WSEL from sheet C11.0 2. Verify flow lines of outlet structures with pond plan. Storm Drain Profile Comments 1. Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. 2. Please provide storm access/manholes every 500ft to facilitate maintenance 3. Provide partial flow velocities where storm pipe segments are in partial flow 4. Bend not so efficient on SD-B. Explore wye-ing the curb inlet in and keeping SD-B following the alignment of SD-B1 5. Provide rip rap/ energy dissipation alternative to prevent erosion and scour at the SD-D outfall 6. Verify that pipes will fit from side of junction box on alignment SD-E 7. The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii). Please revise laterals affected per the markups attached. If you have any questions or need additional information, please do not hesitate to call me at 214) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Construction Plans markups 31 Item 2. CHAPMAN CROSSING PAVING, STORM DRAIN, WATER, SANITARY SEWER, AND STREET LIGHTS CONSTRUCTION PLANS for SANGER, TEXAS 32 Item 2. PL O T T E D B Y JE N N I F E R S T O R Z D A T E 1/ 1 5 2 0 2 5 1 1 2 2 A M P A T H P: 3 8 8 3 0 0 0 1 5 0 0 L a n d S u r v e y i n g 5 0 5 P l a t t i n g 3 8 8 3 0 0 0 1 F i n a l P l a t d w g Recorded as 660.45 ft in metes and bounds description. Please verify Indicate 20.9 ft distance between mag nail and Iron Rod Please verify the scale factor. State plane to surface scale factor for Denton County is 1.00015063 per TXDOT Surface Adjustment Factors There appears to be an overhead electric facility running through property line. Please confirm there is not an existing utility easement here 33 Item 2. PL O T T E D B Y JE N N I F E R S T O R Z D A T E 1/ 1 5 2 0 2 5 1 1 2 3 A M P A T H P: 3 8 8 3 0 0 0 1 5 0 0 L a n d S u r v e y i n g 5 0 5 P l a t t i n g 3 8 8 3 0 0 0 1 F i n a l P l a t d w g Please provide closure report for final plat Please include a 3”x3” recording box at the lower right hand corner 34 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G E N E R A L N O T E S d w g Th City of Sanger uses the latest edition of the North Central Texas Council of Governments (NCTCOG) standard specifications for public works construction per Ordinance § 10.106(a) 35 Item 2. EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX 1 2 S S EX 1 2 S S UG T UG T UG T UG T UG T UG T UG T UG T EX W EX W EX W EX W EX W EX W EX W EX 8 W EX 8 W EX 8 W EX-8'' W EX 8 W EX 8 W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W EX 6 W EX 6 W EX 6 W EX 6 W EX 6 W UGT EX-W EX-SS PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s E X I S T I N G C O N D I T I O N S d w g 36 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S UG T UG T UG T UG T UG T UG T UG T UG T EX W EX W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W EX 6 W EX 6 W EX 6 W EX 6 W EX 6 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E M O P L A N d w g Clearly show extents of removal and what portion of the existing 6 inch water line is remaining 37 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 6 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s O V E R A L L P A V I N G P L A N d w g Drainage easements shall be provided for all regional detention/retention facilities and for other detention/retention facilities where two (2) or more owners are involved per § 10.106(d)(10)(E) 38 Item 2. EX W EX W EX W EX W EX W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 39 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g Is this meant to be a crossing? Please install receiving ramps Include center line of intersecting streets 40 Item 2. EX-12 W EX-12 W EX-12 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g Please verify and update curve lengths and k-values per Table 2-10 (Minimum K and L as a Function of A) of the TxDOT roadway design manual Include Roadway design speeds 41 Item 2. EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W EX-W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 42 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g Valley gutter would be on the left. Please revise typical section 43 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 44 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 45 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 46 Item 2. EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 8 W EX 8 W EX 8 W EX 8 W EX 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 47 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 48 Item 2. EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 8 W EX 8 W EX 8 W EX 8 W EX 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g Please verify slope from previous sheet. 49 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 50 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 51 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 52 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g Please show receiving ramps on direction ramps 53 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 54 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SSEX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 55 Item 2. EX W EX W EX W EX W EX W EX W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g RT looks higher than LT on profile. Please verify Overlapping text. Please fix this. Valley gutter would be on the left. Please revise typical section 56 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 4 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P A V I N G P L A N P R O F I L E d w g 57 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 0 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s O V E R A L L G R A D I N G P L A N d w g PAD 630.0 58 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX-8'' W EX-8'' W EX-8'' W EX-8'' W PAD 699.3 PAD 699.5 PAD 699.8 PAD 700.0 PAD 700.0 PAD 700.1 PAD 700.4 PAD 700.0 PAD 699.5 PAD 698.6 PAD 697.6 PAD 700.1 PAD 699.9 PAD 699.7 PAD 699.5 PAD 699.3 PAD 699.1 PAD 698.1 PAD 698.3 PAD 697.6 PAD 696.8 PAD 696.1 PAD 695.7 PAD 700.1 PAD 700.2 PAD 700.4 PAD 700.6 PAD 700.9 PAD 701.0 PAD 700.5 PAD 700.3 PAD 700.1 PAD 699.9 PAD 699.7 PAD 699.6 PAD 699.9 PAD 700.2 PAD 700.4 PAD 700.6 PAD 700.9 PAD 701.5 PAD 699.4 PAD 699.1 PAD 698.7 PAD 698.4 PAD 698.0 PAD 697.7 PAD 698.7 PAD 697.9 PAD 697.7 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 1 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 What is the intended plan for accessing overhead electric utilities for maintenance? 59 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W PAD 700.4 PAD 702.3PAD701.4 PAD 701.1 PAD 702.0 PAD 701.6 PAD 701.2 PAD 700.8 PAD 700.9 PAD 700.7 PAD 699.4 PAD 700.4 PAD 700.1 PAD 699.9 PAD 699.1 PAD 698.7 PAD 699.6 PAD 698.4 PAD 699.3 PAD 700.4 PAD 700.2 PAD 699.9 PAD 699.6 PAD 699.3 PAD 699.0 PAD 698.0 PAD 697.7 PAD 698.7 PAD 699.4 PAD 699.4PAD698.4 PAD 704.2 PAD 704.0 PAD 703.7 PAD 703.4 PAD 703.2 PAD 702.9 PAD 702.3 PAD 702.1 PAD 701.9 PAD 701.7 PAD 701.5 PAD 701.3 PAD 701.1 PAD 700.9 PAD 702.7 PAD 702.4 PAD 702.1 PAD 701.9 PAD 701.6 PAD 700.7 PAD 700.5 PAD 700.3 PAD 700.0 PAD 699.8 PAD 701.2 PAD 701.4 PAD 699.9 PAD 701.5 PAD 701.4 PAD 700.2 PAD 700.2 PAD 699.9 PAD 700.8 PAD 701.1 PAD 699.6 PAD 699.7 PAD 699.7 PAD 700.0 PAD 699.7 PAD 700.0 PAD 699.8PAD699.5 PAD 699.4 PAD 699.8 PAD 700.0 PAD 700.2 PAD 700.0 PAD 699.7 PAD 700.7 PAD 700.4 PAD 700.6 PAD 701.0 PAD 700.8 PAD 701.3 PAD 701.0 PAD 701.4 PAD 701.2 PAD 701.4PAD701.7 PAD 702.0 PAD 701.6 PAD 701.8 PAD 702.7 PAD 702.4 PAD 702.2PAD703.0 PAD 703.6 PAD 703.0 PAD 702.7 PAD 702.4 PAD 701.8 PAD 701.5 PAD 701.2 PAD 700.9 PAD 700.6 PAD 700.3 PAD 700.1 PAD 698.9PAD699.6PAD700.2PAD700.5PAD700.5PAD700.3PAD700.1PAD699.9PAD699.7PAD699.6PAD699.3PAD699.1PAD698.9PAD698.7PAD698.5PAD698.6PAD698.9PAD698.9PAD698.8PAD698.6PAD698.3PAD698.1PAD697.9 PAD 697.7 PAD 702.0 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0Pleaseverifygrading here and ensure intersection drains seamlessly 60 Item 2. EX-12W EX-12 W EX-12 W EX-12 W EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W PAD 704.0 PAD 703.7 PAD 703.4 PAD 703.2 PAD 702.9 PAD 702.7 PAD 702.4 PAD 702.1 PAD 701.9 PAD 701.6 PAD 701.2 PAD 701.4 PAD 701.5 PAD 701.4 PAD 700.8 PAD 701.1 PAD 704.2 PAD 704.2 PAD 703.9 PAD 703.1 PAD 703.6 PAD 702.0 PAD 703.6 PAD 703.0 PAD 702.7 PAD 702.4 PAD 700.7 PAD 699.4PAD701.8 PAD 701.5 PAD 698.7 PAD 704.3 PAD 704.0 PAD 703.8 PAD 703.5 PAD 702.7 PAD 701.4 PAD 700.0 PAD 698.9 PAD 701.2 PAD 698.3 PAD 698.3 PAD 698.1 PAD 698.2PAD700.9 PAD 700.6 PAD 697.9 PAD 697.9 PAD 697.6 PAD 697.7 PAD 700.3 PAD 700.1 PAD 697.4 PAD 697.4 PAD 697.2 PAD 696.1 PAD 697.5 PAD 698.2PAD698.9PAD699.6PAD700.2PAD700.5PAD700.5PAD700.3 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 61 Item 2. EX W EX W EX W EX W E X W EX W EX W EX W EX W EX W PAD 701.6 PAD 701.9 PAD 701.9 PAD 701.7 PAD 701.4 PAD 701.1 PAD 700.8 PAD 700.5 PAD 700.3 PAD 700.0 PAD 699.7 PAD 699.4 PAD 699.3 PAD 700.9 PAD 701.0 PAD 700.5 PAD 700.3 PAD 702.9 PAD 703.1 PAD 703.6 PAD 703.7 PAD 704.0 PAD 704.3 PAD 704.6 PAD 704.9 PAD 705.2 PAD 705.4 PAD 705.4 PAD 705.2 PAD 704.8 PAD 700.6 PAD 700.9 PAD 701.5 PAD 701.7 PAD 702.0 PAD 702.2 PAD 702.3 PAD 702.5 PAD 702.9 PAD 703.2 PAD 703.4 PAD 703.7 PAD 704.0 PAD 704.3 PAD 704.6 PAD 704.8 PAD 705.1 PAD 705.4 PAD 705.6 PAD 705.6 PAD 705.4 PAD 705.0 PAD 704.7 PAD 704.2 PAD 703.9 PAD 703.6 PAD 703.3 PAD 703.1 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 Please provide drainage easement Verify grading and ensure there is positive drainage at the intersection 62 Item 2. PAD 703.9 PAD 703.6 PAD 703.3 PAD 703.1 PAD 703.6 PAD 702.8 PAD 702.4 PAD 704.9 PAD 704.4 PAD 704.0 PAD 702.2 PAD 703.5 PAD 703.1 PAD 701.9 PAD 702.7 PAD 701.6 PAD 702.3PAD701.4 PAD 701.1 PAD 702.0 PAD 704.4 PAD 703.6 PAD 702.9 PAD 702.7 PAD 703.1 PAD 703.5 PAD 703.9 PAD 704.5 PAD 704.9 PAD 705.3 PAD 705.4 PAD 705.7 PAD 704.6 PAD 704.6 PAD 704.4 PAD 704.2 PAD 704.0 PAD 703.7 PAD 703.0 PAD 702.9 PAD 702.7 PAD 702.5 PAD 702.3 PAD 702.1 PAD 701.9 PAD 701.8 PAD 702.7 PAD 702.4 PAD 702.2 PAD 702.4 PAD 702.6 PAD 703.0 PAD 703.3 PAD 703.7 PAD 702.0 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 63 Item 2. EX-12 W EX-12 W EX-12 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX-6'' W EX-6'' W EX-6'' W E X 1 2 W E X 1 2 W PAD 703.9 PAD 704.5 PAD 704.9 PAD 705.3 PAD 705.4 PAD 705.7 PAD 705.3 PAD 705.0 PAD 704.5 PAD 704.3 PAD 704.0 PAD 704.6 PAD 704.6 PAD 704.4 PAD 704.2 PAD 704.0 PAD 703.7 PAD 703.4 PAD 703.2 PAD 702.9 PAD 702.7 PAD 704.2 PAD 704.2 PAD 703.9 PAD 703.6 PAD 703.6 PAD 704.3 PAD 704.0 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 64 Item 2. PAD 698.1PAD699.1 EX- 12 W EX- 12 W PAD 696.1 PAD 697.2 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 2 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g PAD 630.0 2 DETAIL B 1"=20' 1 DETAIL A 1"=10' 3 DETAIL C 1"=5' What is the intended plan for accessing overhead electric utilities for maintenance? Please confirm there is not an existing utility easement here. 65 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 3 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s G R A D I N G P L A N d w g 2 SECTION B-B NOT TO SCALE 3 SECTION C-C NOT TO SCALE 1 SECTION A-A NOT TOSCALE4SECTIOND-D NOT TO SCALE 5 SECTION E-E NOT TO SCALE 6 SECTION F-F NOT TO SCALE 7 FLUME A NOT TO SCALE 8 FLUME B NOT TO SCALE 11 FLUME E NOT TO SCALE 12 FLUME F NOT TO SCALE Please verify that channels meet a 1 ft freeboard requirement per § 10.106(d)(9)(B)(ii) there is not a retaining wall on section B-B. Please verify Retaining wall? 66 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S UG T UG T UG T UG T UG T UG T UG T UG T EX W EX W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W SFSFSFSFSFSF PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 4 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s E R O S I O N C O N T R O L P L A N d w g SF Turn on paving and storm drain layout files. Per detail 4. Install silt fence here 67 Item 2. 8'' SS8'' SS8'' SS 8' S S 8' S S 8' S S 8' S S 8'' SS 8' S S 8' S S 8' S S 8'' SS 8'' SS 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8'' SS 8'' SS 8'' SS 8 S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS 8 S S 8 S S 8 S S 8' S S EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W EX W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 4 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s O V E R A L L W A T E R P L A N d w g W W W SS EX-W W W SS SS 68 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX-8'' W EX-8'' W EX-8'' W EX-8'' W 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8'' SS 8'' SS 8'' SS 8'' SS 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8'' SS 8' S S 8' S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8' S S 8'' SS 8'' SS PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s W A T E R P L A N d w g SS EX-W Spacing between fire hydrants shall not exceed a maximum of 500 feet along fire apparatus access roadways/fire lane per ordinance § 5.701(b)Bend? Spacing between fire hydrants shall not exceed a maximum of 500 feet along fire apparatus access roadways/fire lane per ordinance § 5.701(b) 69 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W 8 S S 8 S S 8 S S 8' S S 8 S S 8 S S 8' S S 8 S S 8' S S 8 S S 8 S S 8 S S 8' S S 8' S S 8' S S 8 S S 8 S S 8 S S 8 S S 8 S S 8' S S 8 S S 8 S S 8 S S 8' S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8' S S 8' S S EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W 8 S S 8 S S 8 S S 8 S S 8' S S 8 S S 8 S S 8' S S 8 S S 8 S S 8 S S 8' S S 8 S S 8 S S 8 S S 8' S S 8' S S 8' S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8'' S S 8'' SS 8' S S 8 S S 8 S S 8 S S 8' S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8' S S 8' S S PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s W A T E R P L A N d w g SS EX-W Please include gate valves on all segments at tees 70 Item 2. 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8 S S 8' S S 8' S S PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s W A T E R P L A N d w g SS EX-W 71 Item 2. 8'' SS8'' SS 8'' SS 8'' SS 8' S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8'' SS 8'' SS 8'' SS 8 S S 8 S S 8 S S 8 S S 8' S S 8 S S 8' S S 8' S S PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s W A T E R P L A N d w g SS EX-W 72 Item 2. EX-12 W EX-12 W EX-12 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W EX-6'' W EX-6'' W EX-6'' W E X 1 2 W E X 1 2 W E X 1 2 W 8 S S 8 S S 8 S S 8 S S 8 S S 8'' SS 8'' SS 8'' S S 8'' S S 8'' S S 8'' S S 8'' S S 8' S S 8 S S PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 5 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s W A T E R P L A N d w g SS EX-W 73 Item 2. EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W EX W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 6 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s O V E R A L L S E W E R P L A N d w g W W SS SS EX-SS SS SS W W 74 Item 2. EX-12'' SSEX-12'' SS EX 8 W EX-8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 75 Item 2. 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8'' W8'' W8'' W8'' W8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 76 Item 2. 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 77 Item 2. EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 8 W EX 8 W EX 8 W EX 8 W 8 W 8 W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 7 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g check station label missing 78 Item 2. 8' W 8 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 79 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W 8' W 8' W 8' W 8' W 8' W 8' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8 W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 80 Item 2. 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g missing label 81 Item 2. 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g end service at ROW line 82 Item 2. 8'' W8'' W8'' W8'' W8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8 W 8 W 8 W 8' W 8 W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 83 Item 2. 8' W 8' W 8' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g EX-SS SS SS W W 84 Item 2. E X 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 8 W EX 8 W EX 8 W EX 8 W EX-12'' W EX-12'' W EX-12'' W EX-12'' W EX-12'' W 8' W 8' W 8'' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 8 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g show storm drain crossing on SS-C around STA 8+80.00 85 Item 2. 8'' W 8'' W 8'' W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8' W 8'' W8'' W8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 86 Item 2. EX 1 2 W EX 1 2 W EX 1 2 W EX 1 2 W 8' W 8' W 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g 87 Item 2. 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W 8 W 8 W 8 W 8' W 8' W 8' W 8' W 8' W 8' W EX-SS SS SS W W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E W E R P L A N d w g Overlapping text 88 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E R V I C E T A B L E S d w g 89 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 5 9 A M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S E R V I C E T A B L E S d w g 90 Item 2. EX-12 W EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX 8 W EX-8'' W EX 8 W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W 2 3 4 1 PL O T T E D B Y DA E L A N D A N G L E D A T E 1/ 1 5 2 0 2 5 3 3 0 P M P A T H P: 3 8 8 3 0 0 0 1 7 0 0 L a n d D e v e l o p m e n t 7 0 3 C o n s t r u c t i o n D o c u m e n t s D e s i g n P l o t S h e e t s D R A I N A G E A R E A M A P d w g Provide existing drainage area map and calculations to determine pond discharge flows 91 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 0 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D R A I N A G E A R E A M A P d w g Use 0.4 for developed park sites per §10.106(d)(2)(D)(i) Use 0.4 for developed park sites per §10.106(d)(2)(D)(i) Please match intensities from Appendix A. Intensity Duration - Frequency Curve of the City of Sanger Ordinances 92 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 0 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D R A I N A G E A R E A M A P d w g For inlets within the street, the depth of flow in the streets shall not exceed the top of curb for the 100-year storm per § 10.106(d)(4)(A). Review and revise Please match intensities from Appendix A. Intensity Duration - Frequency Curve of the City of Sanger Ordinances 93 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 0 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D R A I N A G E A R E A M A P d w g The minimum velocities in conduit shall be 2.5 feet per second per Ordinance § 10.106(d)(6)(B)(i) 94 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 0 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D R A I N A G E A R E A M A P d w g The minimum velocities in conduit shall be 2.5 feet per second per Ordinance § 10.106(d)(6)(B)(i) 95 Item 2. EX 1 2 S S EX 1 2 S S EX 1 2 S S EX 1 2 S S EX-12'' SS EX-12'' SS EX 8 W EX 8 W EX 8 W EX 8 W EX-8'' W EX-8'' W PAD 697.7PAD698.0 PAD 698.4 PAD 698.7 PAD 699.1 PAD 699.4 PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 1 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P O N D P L A N A N D C A L C S d w g PAD 630.0 MFF 630.0 1 SECTION A-A NOT TO SCALE 3 SECTION C-C NOT TOSCALE2SECTIONB-B NOT TO SCALE Revise sections B-B and C-C to match pond plan 96 Item 2. EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX 1 2 S S EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 8 W EX 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 1 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s P O N D P L A N A N D C A L C S d w g PAD 630.0 MFF 630.0 missing stations for level spreader 97 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 1 7 P M P A T H P: 3 8 8 3 0 0 0 1 7 0 0 L a n d D e v e l o p m e n t 7 0 3 C o n s t r u c t i o n D o c u m e n t s D e s i g n P l o t S h e e t s P O N D P L A N A N D C A L C S d w g WSEL does not match 100 yr WSEL from sheet C11.0 Verify flow lines of outlet structures 98 Item 2. 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8'' W8'' W EX W EX W EX W EX W EX W EX W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 2 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. 42 inch RCP? 99 Item 2. 8' S S 8' S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8' S S 8' S S 8' W 8' W 8' W 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 2 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Provide drainage easement on final plat Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. Please provide storm access/manholes every 500ft to facilitate maintenance Provide partial flow velocities 100 Item 2. 8' S S 8' S S 8' S S 8' S S 8' S S 8 S S 8 S S 8' S S 8' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8 W 8 W 8 W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 3 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. missing label Bend not so efficient. Explore wye-ing the15 ft inlet in and keeping SD-B following the alignment of SD-B1 101 Item 2. 8' S S 8' S S 8 S S 8 S S 8' S S8' S S 8' S S 8' S S 8' S S 8 S S 8 S S 8' W 8' W 8' W 8 W 8 W 8 W 8' W 8' W 8' W 8 W 8 W 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 3 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g lateral missing SD-C5 102 Item 2. 8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' S S 8' S S 8'' W 8' W 8' W 8'' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 3 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g 103 Item 2. 8'' SS 8'' SS 8'' SS 8'' SS 8' S S 8'' SS8'' SS8'' SS 8'' SS 8' S S 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' W8'' W 8 W 8' W 8' W 8'' W8'' W8'' W8'' W 8'' W 8 W 8 W 8' W 8' S S PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 4 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. 104 Item 2. 8 S S 8' S S 8 S S 8 S S 8' S S 8' S S 8 S S 8 S S 8 S S 8' S S 8' S S 8' S S 8 S S 8 S S 8 S S 8 W 8' W 8 W 8 W 8' W 8' W 8' W 8' W 8' W 8 W 8 W 8' W 8' W 8' W 8 W 8 W 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 4 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Label missing Increase slope to increase velocity to the minimum 2.5 fps required 105 Item 2. 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' S S 8' S S 8'' S S 8' S S 8 S S 8 S S 8' W 8 W 8 W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8 W 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 4 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g 106 Item 2. 8 S S 8 S S 8'' SS 8'' S S 8 S S 8 S S 8 S S 8 S S 8'' W 8'' W 8'' W 8'' W 8 W 8'' W 8'' W 8 W 8 W 8 W 8 W 8'' W EX 12 W EX 12 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W E X 1 2 W EX- 12 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 5 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Provide rip rap/ energy dissipation alternative to prevent erosion and scour at outfall 107 Item 2. 8'' SS 8'' SS 8'' SS 8'' SS 8' S S 8' S S 8' S S 8' S S 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8' W 8' W E X 1 2 S S E X 1 2 S S E X 1 2 S S E X 1 2 S S E X 8 W E X 8 W E X 8 W E X 8 W EX- 1 2 W EX- 1 2 W EX- 1 2 W EX- 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 5 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Verify that pipes will fit from side of junction box 108 Item 2. 8' S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8' S S 8 S S 8 S S 8' W 8' W 8' W 8' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8 W 8' W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 5 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g Not common practice to have pipe change at wye. Please move pipe size change 5 ft past wye. 109 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 5 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g show partial flow velocities for all systems in partial flow overlapping text The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) 110 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 6 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g 111 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 6 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per 10.106(d)(6)(D)(ii) 112 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 6 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T O R M P L A N P R O F I L E d w g 113 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 6 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T R E E T S I G N A G E P L A N d w g 114 Item 2. EX-12 W EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX 1 2 S S EX W E X W EX W EX W EX W EX W EX W EX 8 W EX-8'' W EX 8 W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX-8'' W EX 1 2 W EX-6'' W EX 1 2 W EX 1 2 W E X 1 2 W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' W 8' W 8' W 8'' W 8' W 8' W 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8' W 8'' W 8'' W 8'' W 8'' W 8 W 8'' W8'' W8'' W8'' W8'' W 8' W 8 W 8 W 8 W PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 7 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s S T R E E T L I G H T P L A N d w g W 115 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 116 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 117 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 118 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 119 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 2 DIAMOND PLATE CROSSING NOT TO SCALE CONCRETE FLUME WITH 3 ASPHALT CONCRETE CONNECTION NOT TO SCALE 1 SIDEWALK DETAILS NOT TO SCALE 120 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 121 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 1 CURB INLET - 5', 10', 15', OR 20' OPENING NOT TOSCALE2CURBINELT - CROSS SECTION & INLET THROAT NOT TO SCALE 1 DRAIN BASIN WITH DOME GRATE NOT TO SCALE Include embeddment details 122 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 8 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 123 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 9 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 1 MANHOLE LID ASSEMBLY WITH CONCRETE COLLAR NOT TO SCALE 124 Item 2. PL O T T E D B Y MA D E L I N E M I L B Y D A T E 1/ 1 5 2 0 2 5 1 2 0 9 P M P A T H p: 3 8 8 3 0 0 0 1 7 0 0 l a n d d e v e l o p m e n t 7 0 3 c o n s t r u c t i o n d o c u m e n t s D e s i g n p l o t s h e e t s D E T A I L S d w g 125 Item 2. 126 Item 2. 8'' SS8'' SS8'' SS 8' S S 8' S S 8' S S 8' S S 8'' SS 8' S S 8' S S 8' S S 8'' SS 8'' SS 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8'' SS 8'' SS 8'' SS 8 S S 8' S S 8'' SS8'' SS8'' SS8'' SS8'' SS 8 S S 8 S S 8 S S 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' W 8' W 8' W 8' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W 8 W 8 W 8 W 8 W 8 W 8' W 8 W 8 W 8 W 8' W 8'' W 8'' W 8'' W 8'' W 8 W 8'' W8'' W8'' W8'' W8'' W 8' W 8 W 8 W 8 W 8'' SS 8' S S EX-12 W UG T UG T UG T UG T UG T UG T UG T UG T EX W E X W EX W EX W EX W EX W EX W EX 1 2 W EX 1 2 W E X 1 2 W 1 127 Item 2. 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8 S S 8 S S 8 S S 8 S S 8' S S 8'' W 8'' W 8'' W 8'' W 8'' W 8 W 8 W 8 W 8 W 8 W 8 S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8 S S 8 S S 8 S S 8'' W 8'' W 8'' W 8' W 8' W 8' W 8' W 8' S S 8' S S 8'' SS 8'' SS 8'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-12'' SS EX-8'' W EX-8'' W EX-8'' W EX-8'' W 8' S S 8' S S 8' S S 8' S S 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8' W 8'' W 8'' W UG T UG T UG T UG T EX W EX W EX W EX W 1 3 2 128 Item 2. 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8' S S 8'' SS 8'' SS 8'' SS 8'' SS8'' SS8'' SS8'' SS 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W 8' W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8' W 8' W 8' W 8' W 8' S S 8 S S 8 S S 8 S S 8'' SS 8'' SS 8'' SS 8'' SS 8 W 8' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 2 1 3 129 Item 2. 8 S S 8 S S 8 S S 8 S S 8'' S S 8'' S S 8'' S S 8'' S S 8'' SS 8' S S 8' S S 8'' W 8'' W 8'' W 8'' W 8'' W 8 W 8 W 8 W 8 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' W 8'' W 8'' W 8'' W EX- 12 W E X 1 2 W E X 1 2 W 1 130 Item 2.