Bid No 25001_Attachment A_Construction Drawin.pdf

PDF 18 MB Posted Nov 25, 2024

Attached to: Bid No 25001_Invitation to Bid_Site Work & Infrastructure
Solicitation number: PE-66950-NONST-2025-000000002
Issued by: Hall County, Georgia

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Written by GovTribe AI · Dec 2, 2024

This file contains construction drawings and specifications from the City of Gainesville for Bid No. 25001 regarding site work and infrastructure improvements for the Summit Street Cottages project. The project includes site preparation, grading, roadway construction, storm sewer installation, sanitary sewer installation, water distribution, pond construction, and erosion control measures for a 1.7-acre site that will contain 4 residential units. The project requires coordination with both the Public Works Department and Department of Water Resources Stormwater Inspector prior to beginning work. The construction drawings include 21 detailed sheets covering all aspects of the development including existing conditions, site plans, grading, utilities, erosion control, and landscaping.

The earthwork estimate includes 3,637 cubic yards of cut and 3,362 cubic yards of fill, with an estimated 275 cubic yards of waste material. The project includes installation of various erosion control measures, storm drainage infrastructure, water and sewer utilities, and extensive landscaping including Japanese Maples, Southern Magnolias, and other ornamental plantings. The site is zoned R-II with a density of 2.35 units per acre and includes 8 parking spaces. The project has received land disturbance approval (GDEV23-0049) valid through December 4, 2023 for work performed in accordance with the approved plans.

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Other files

File	Type	Posted
Bid No 25001_Attachment C_Wage Determination .pdf	PDF	Nov 25, 2024
Bid No 25001_Invitation to Bid_Site Work _ In.pdf	PDF	Nov 25, 2024
Bid No 25001_Attachment B_HUD Special Terms _.pdf	PDF	Nov 25, 2024

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ATTACHMENT A

CONSTRUCTION DRAWINGS FOR

SUMMIT STREET COTTAGES

CITY OF GAINESVILLE

INVITATION TO BID

Bid No. 25001 Site Work & Infrastructure Improvements for Summit Street Cottages

THE CONTRACTOR WILL ARRANGE A PRE-CONSTRUCTION MEETING WITH

THE PUBLIC WORKS DEPARTMENT (770-535-6882) PRIOR TO FINAL

SIGN-OFF.

THE CONTRACTOR WILL ARRANGE A PRE-CONSTRUCTION MEETING WITH

THE DEPARTMENT OF WATER RESOURCES STORMWATER INSPECTOR AT

470-248-8370 PRIOR TO BEGINNING WORK.

www.Georgia811.com 770.718.0600 p | 770.718.9090 f rochester-assoc.com

425 Oak St NW, Gainesville, GA 30501

OWNER & DEVELOPER: ENGINEERING CONTACT:

SURVEY CONTACT:24 HOUR CONTACT:

Sheet List Table Sheet Number Sheet Title

1 COVER SHEET

2 GENERAL NOTES

3 EXISTING CONDITIONS & DEMOLITION PLAN

4 SITE PLAN

5 GRADING PLAN

6 ROADWAY PLAN & PROFILES

7 SIGNAGE & STRIPING PLAN

8 STORM SEWER PLAN

9 SANITARY SEWER PLAN

10 WATER DISTRIBUTION PLAN

11 POND PLAN

12 EROSION CONTROL PHASE I - INITIAL

13 EROSION CONTROL PHASE II - INTERMEDIATE

14 EROSION CONTROL PHASE III - FINAL

15 EROSION CONTROL NOTES & DETAILS

16 EROSION CONTROL NOTES & DETAILS

17 EROSION CONTROL NOTES & DETAILS

18 EROSION CONTROL NOTES & DETAILS

19 CONSTRUCTION DETAILS

20 CONSTRUCTION DETAILS

21 LANDSCAPE PLAN

APPROVED

FOR

LAND DISTURBANCE

GAi NESVI LLE COMMUNnY a ECONOMIC DEVELO NT

SIGNATURE _______ _

DATE _________ _

DEV# _________ _

App,owl 11 vdd far1l month■ •d/or whO• work Is ti.ing pHformed In accordance wlh apprvv.d plana, UI.DC1 and condition■ of zoning.

12/4/2023

GDEV23-0049

Heather Deweese

AutoCAD SHX Text THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE AS PER F.E.M.A. FLOOD INSURANCE RATE MAP OF HALL COUNTY, GEORGIA. COMMUNITY PANEL NO. 13139C018TG REVISED 04/04/18

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CONSTRUCTION DRAWINGS

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SUMMIT STREET COTTAGES

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

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CITY OF GAINESVILLE

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AutoCAD SHX Text PARCEL ID: 01020 001005 & 01020 001004 & 01020 001004 ZONING: R-II G222045.SSC 11/29/23

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CITY OF GAINESVILLE PO BOX 2496 GAINESVILLE, GA 30503 (770) 531-6574

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JESSICA TULLAR (770) 531-6574

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JEREMY FRYDRYCH, P.E. (770) 718-0600

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RICK MILLARD, P.L.S. (770) 718-0600

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PROPOSED DEVELOPMENT BY:

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AutoCAD SHX Text GAINESVILLE PUBLIC WORKS NOTES: MAINTENANCE STATEMENT: "EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL "EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE." REVISIONS: "AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL." OWNER MAINTENANCE: "MAINTENANCE OF ALL EROSION CONTROL MEASURES, WHETHER TEMPORARY OR PERMANENT, SHALL AT ALL TIMES BE THE RESPONSIBILITY OF THE OWNER." INSTALLATION STATEMENT: "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES." MULCH: "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING." FILL SLOPES: "ALL FILL SLOPES WILL HAVE SILT FENCE AT THE TOE OF SLOPE." SLOPES: "NO CUT OR FILL SLOPES STEEPER THAN 2:1 ARE ALLOWED." PRE-CONSTRUCTION MEETING: "THE CONTRACTOR WILL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE PUBLIC WORKS DEPARTMENT PRIOR TO FINAL SIGN-OFF." STATE WATERS BUFFER: "THIS SITE IS NOT WITHIN 200' OF STATE WATERS." STATE WATERS BUFFER: "A 50' UNDISTURBED VEGETATIVE BUFFER AND A 75' IMPERVIOUS BUFFER ADJACENT TO ALL RUNNING STREAMS AND CREEKS WILL BE LEFT MAINTAINED. NO NON-EXEMPT ACTIVITIES SHALL TAKE PLACE IN THE BUFFER AREAS WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS." WETLANDS: "THIS SITE DOES NOT CONTAIN WETLANDS." FLOOD HAZARD STATEMENT: "THIS PROPERTY IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN PER FIRM PANEL NO.13139C0187G, HALL COUNTY, GEORGIA, DATED APRIL 4, 2018. SURFACE ROUGHENING: "ALL CUT AND FILL SLOPES SHALL BE SURFACED ROUGHENED AND VEGETATED WITHIN THREE (3) DAYS AFTER GRADING IS COMPLETED." WASTES: "WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT." DISPOSAL: "STUMPS AND CONSTRUCTION DEBRIS SHALL BE DEPOSITED IN A PROPERLY PERMITTED LANDFILL." TYPE "C" SILT FENCE: "A DOUBLE ROW OF TYPE "C" SILT FENCE SHALL BE REQUIRED WHEN PLACED WITHIN 200' OF STATE WATERS AND AT THE TOE OF SLOPES GREATER THAN 10' IN HEIGHT." PIPE: "STORM DRAIN PIPES WILL BE CLASS III REINFORCED CONCRETE PIPE (RCP), TYPE II ALUMINIZED CORRUGATED METAL PIPE (CMP) OR HDPE . ALL STORM DRAIN STREET CROSSINGS SHALL BE CLASS III RCP." STORM DRAIN DESIGN: "THE PIPED STORM WATER SYSTEMS WERE DESIGNED FOR A 25-YEAR STORM. CROSS DRAINS WERE DESIGNED FOR A 100-YEAR STORM." CENTERLINE STAKING: "CENTERLINE MUST BE SURVEYED AND STAKED FOR GRADING INSPECTION." DETENTION: "ALL DETENTION FACILITIES WHETHER A POND OR UNDERGROUND WILL BE PRIVATELY OWNED AND MAINTAINED." CLEARING LIMITS: "THE CLEARING LIMITS WILL BE CLEARLY LOCATED IN THE FIELD. NO CONSTRUCTION ACTIVITY WILL TAKE PLACE OUTSIDE OF THE CLEARING LIMITS." CEMETERIES: "THIS SITE DOES NOT CONTAIN ANY KNOWN CEMETERIES." SIGHT TRIANGLE: "NO VEGETATION OR STRUCTURES EXCEEDING 30" IN HEIGHT SHALL BE LOCATED WITHIN THE SIGHT TRIANGLE EASEMENT. THE EASEMENT SHALL PROVIDE RIGHT OF ENTRY TO THE CITY OF GAINESVILLE FOR THE PURPOSE OF REMOVING ANY OBJECT OR VEGETATION THAT RESTRICTS THE CLEAR SIGHT."

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AutoCAD SHX Text NOTE: CITY OF GAINESVILLE TRASH SERVICE WILL ONLY PICK UP TRASH FROM SUMMIT STREET. ALL TRASH CANS WILL BE REQUIRED TO BE PLACED AT SUMMIT STREET ON TRASH SERVICE DAYS.

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PARCEL ADDRESSES: 238 SE SUMMIT ST & 226 SE SUMMIT ST

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304 LF 6" DIP WATER LINE 142 LF 8" DIP SEWER LINE

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SUBMITTAL HISTORY CHARTREVISION HISTORY CHART

NO MATERIAL IS TO BE BURNED ON SITE. ALL WASTE MATERIAL

SHALL BE DISPOSED OF AT A PERMITTED OFFSITE LANDFILL

THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE

PLACE PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES

ALL IMPROVEMENTS TO CONFORM WITH CITY OF GAINESVILLE

CONSTRUCTION STANDARDS

NOTIFY CITY OF GAINESVILLE 24 HOURS BEFORE STARTING EACH

PHASE OF CONSTRUCTION

MAXIMUM CUT OR FILL SLOPES ARE 2 HORIZONTAL TO 1 VERTICAL

ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE

INSPECTED DAILY AND ANY DEFICENCIES NOTED WILL BE CORRECTED

BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES

WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTOR.

GENERAL SITE NOTES: EROSION CONTROL NOTES: GRADING NOTES:

CONSTRUCTION NOTES:

ADDITIONAL EROSION CONTROL NOTES:

G.D.W.R. NOTES:

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO

INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE

REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS AFTER

INSTALLATION.

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR

50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT

OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY

VARIANCES AND PERMITS.

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT

EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY

THE DESIGN PROFESSIONAL.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE

STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF

FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR

EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT

THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14

DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

DETENTION POND OR SEDIMENT BASIN / STORAGE WILL BE INSTALLED AND

FUNCTIONING BEFORE ANY MAJOR GRADING OR IMPERVIOUS SURFACES

ARE CONSTRUCTED.

GAINESVILLE DEPARTMENT OF WATER RESOURCES NOTE:

MAINTENANCE OF ALL EROSION CONTROL MEASURES, WHETHER

TEMPORARY OR PERMANENT, SHALL AT ALL TIMES BE THE

RESPONSIBILITY OF THE OWNER.

DISPOSAL: STUMPS AND CONSTRUCTION DEBRIS SHALL BE DEPOSITED IN A PROPERLY

PERMITTED LANDFILL.

PIPE: STORM DRAIN PIPES WILL BE CLASS III REINFORCED CONCRETE PIPE (RCP), TYPE II

ALUMINIZED CORRUGATED STEEL PIPE (A2CSP) OR HDPE.

THE HORIZONTAL DATUM FOR THIS SURVEY IS STATE PLANE WEST ZONE GEORGIA

(NAD83).

ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET.

(39.37 INCHES = 1 METER)

NOTES:

THE CONTRACTOR WILL ARRANGE A PRE-CONSTRUCTION MEETING WITH

THE PUBLIC WORKS DEPARTMENT (770-535-6882) PRIOR TO FINAL

SIGN-OFF.

THE CONTRACTOR WILL ARRANGE A PRE-CONSTRUCTION MEETING WITH

THE DEPARTMENT OF WATER RESOURCES STORMWATER INSPECTOR AT

470-248-8370 PRIOR TO BEGINNING WORK.

SITE AREA: 1.7 AC

DISTURBED AREA: 1.47 AC

EARTHWORK ESTIMATE:

CUT: 3,637 CY

FILL: 3,362 CY

DIFFERENCE: 275 CY WASTE *

*EARTHWORK CALCULATIONS ARE BASED ON FINISHED GRADE

**DUE TO THE AMOUNT OF SUBGRADE NECESSARY FOR INFILTRATION BMPS,

ADDITIONAL WASTE OR RAISING OF SITE MAY BE REQUIRED.

EARTHWORK ESTIMATE PROVIDED FOR CONVENIENCE TO CONTRACTOR ONLY.

CONTRACTOR IS TO VERIFY QUANTITIES.

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SUMMIT STREET COTTAGES

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CITY OF GAINESVILLE

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

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1. DESCRIPTION: THE PROPOSED DEVELOPMENT IS A 4 SINGLE FAMILY COTTAGES PROJECT. 4 SINGLE FAMILY COTTAGES PROJECT. 2. EXISTING CONDITIONS: PARTIALLY WOODED LOT. 3. ADJACENT AREAS: THE SITE IS BOUNDED TO THE NORTH & EAST BY OFFICE, SOUTH BY A CHURCH, TO THE WEST BY A POWER SUB-STATION. 4. SOIL CLEAN UP AND CONTROL PRACTICES: (A) LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL. (B) MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIAL AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS. (C) SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED AS NECESSARY TO FUTURE SPILLS. (D) ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS. (E) FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675. (F) FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-425-2675. (G) FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. (H) FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED. (I) THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 560 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTER MEASURES PLAN BY THAT LICENSED PROFESSIONAL. 5. INSPECTIONS & RECORD KEEPING: a. Permittee requirements. (1). Each day when any type of construction activity has taken place at a primary permittee 's site, certified personnel provided by the primary permittee shall inspect: (a) all areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment and (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off-site sediment tracking .. These inspections must be conducted until a Notice of Termination is submitted. (2). Measure rainfall once every 24 hours except any non-working Saturday, non-working Sunday and non-working Federal holiday until a Notice of Termination is submitted. Measurement of rainfall may be suspended if all areas of the site have undergone final stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region. (3). Certified personnel (provided by the primary permittee) shall inspect the following at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches rainfall or greater (unless such storm ends after 5:00 PM on any Friday or on any non-working Saturday, non-working Sunday or any non-working Federal holiday in which case the inspection shall be completed by the end of the next business day and/or working day, whichever occurs first): (a) disturbed areas of the primary permittee's construction site ; (b) areas used by the primary permittee for storage of materials that are exposed to precipitation ; and (c) structural control measures. Erosion and sediment control measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region, the permittee must comply with Part IV.D.4.a.(4). These inspections must be conducted until a Notice of Termination is submitted. (4). Certified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e., until a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). (5). Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion, Sedimentation and Pollution Control Plan, the Plan shall be revised as appropriate not later than seven (7) calendar days following each inspection. Implementation of such changes shall be made as soon as practical but in no case later than seven (7) calendar days following each inspection. (6). A report of each inspection that includes the name(s) of certified personnel making each inspection, the date(s) of each inspection, construction phase (i.e., initial, intermediate or final), major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan, and actions taken in accordance with Part IV.D.4.a.(5). of the permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or that portion of a construction project that has been phased has undergone final stabilization and a Notice of Termination is submitted to EPD. Such reports shall be readily available by end of the second business day and/or working day and shall identify all incidents of best management practices that have not been properly installed and/or maintained as described in the Plan. Where the report does not identify any incidents, the inspection report shall contain a certification that the best management practices are in compliance with the Erosion, Sedimentation and Pollution Control Plan. The report shall be signed in accordance with Part V.G.2. of this permit.

AutoCAD SHX Text SURFACE ROUGHENING: ALL CUT AND FILL SLOPES SHALL BE SURFACED ROUGHENED AND VEGETATED WITHIN THREE (3) DAYS AFTER GRADING. DISPOSAL: STUMPS AND CONSTRUCTION DEBRIS SHALL BE DEPOSITED IN A PROPERLY PERMITTED LANDFILL. TYPE "S" SILT FENCE: A DOUBLE ROW OF TYPE "S" SILT FENCE SHALL BE REQUIRED WHEN PLACED WITHIN 200' OF STATE WATERS AND AT THE TOE OF SLOPES GREATER THAN 10' IN HEIGHT.

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1. THE GAINESVILLE DEPARTMENT OF WATER RESOURCES SHALL BE NOTIFIED GAINESVILLE DEPARTMENT OF WATER RESOURCES SHALL BE NOTIFIED SHALL BE NOTIFIED 24 HOURS PRIOR TO ANY WATER OR SANITARY SEWER LINE CONSTRUCTION OR REPAIRS. ONLY CONTRACTORS APPROVED BY GDWR WILL BE ALLOWED TO PERFORM CONSTRUCTION OR REPAIRS TO SAID WATER OR SANITARY SEWER MAINS. CALL ENGINEERING INSPECTOR'S OFFICE AT 770.538.2407 PRIOR TO BEGINNING CONSTRUCTION OR TO BE AN APPROVED CONTRACTOR. 2. ALL WATER MAIN AND SANITARY SEWER MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITHE CITY OF GAINESVILLE "STANDARD SPECIFICATION FOR CONSTRUCTION OF WATER MAINS AND SANITARY SEWERS, LATEST EDITION." 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF DESIGN DRAWINGS SHOWING "AS-BUILT" CONDITIONS. THESE RECORD DRAWINGS SHALL BE MADE AVAILABLE TO THE DESIGNER AND/OR THE CITY INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD DRAWINGS. FINAL ACCEPTANCE OF WATER AND/OR SEWER MAIN CONSTRUCTION WILL NOT BE GRANTED UNTIL AS-BUILT DRAWINGS HAVE BEEN RECEIVED BY GAINESVILLE GAINESVILLE DEPARTMENT OF WATER RESOURCES ENGINEERING AND CONSTRUCTION OFFICE. ENGINEERING AND CONSTRUCTION OFFICE. 4. PRIOR TO BACKFLOW PREVENTER INSTALLATION, CONTACT BACKFLOW INSPECTION AT 770.297.5443 5. BACKFLOW PREVENTION DEVICE INSTALLATION REQUIRES A PLUMBING PERMIT TO BE OBTAINED FROM CITY OF GAINESVILLE BUILDING INSPECTIONS DEPARTMENT AT 770.531.6570 BY A MASTER PLUMBER.

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CITY OF GAINESVILLE

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1. "PRIOR TO STARTING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES." 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 3. THE RIGHT OF WAY INFORMATION, TOPOGRAPHY, UTILITIES, AND PHYSICAL FEATURES WERE TAKEN FROM A TOPOGRAPHIC SURVEY AND BOUNDARY PLAT CONDUCTED BY ROCHESTER & ASSOCIATES, INC. FIELD DATA WAS COLLECTED IN MAY OF 2018. 4. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 7. ANY CHANGES OR ALTERATIONS MADE TO THESE CONSTRUCTION DRAWINGS WITHOUT THE WRITTEN APPROVAL OF ROCHESTER AND ASSOCIATES, INC. VOIDS THE SEAL SHOWN HEREON AND ANY LIABILITY ASSOCIATED WITH THIS PROJECT. THE ORIGINAL DRAWINGS ARE KEPT ON FILE FOR VERIFICATION OF ANY CHANGES. 8. ALL CONSTRUCTION SHALL CONFORM TO CURRENT APPLICABLE CITY OF CITY OF GAINESVILLE STANDARDS AND SPECIFICATIONS. STANDARDS AND SPECIFICATIONS. 9. SITE IS LOCATED IN CITY OF GAINESVILLE, HALL COUNTY, GEORGIA. CITY OF GAINESVILLE, HALL COUNTY, GEORGIA. , HALL COUNTY, GEORGIA. HALL COUNTY, GEORGIA. . 10. PROPOSED USE: 4 SINGLE FAMILY COTTAGES. 11. DEVELOPER: CITY OF GAINESVILLE CITY OF GAINESVILLE 12. CONTRACTOR SHALL NOTIFY CITY OF GAINESVILLE 24 HOURS BEFORE CITY OF GAINESVILLE 24 HOURS BEFORE 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. 13. UTILITY SERVICE: GAS - ATLANTA GAS LIGHT - ATLANTA GAS LIGHT ATLANTA GAS LIGHT WATER - CITY OF GAINESVILLE - CITY OF GAINESVILLE CITY OF GAINESVILLE COMM. - CHARTER / AT&T - CHARTER / AT&T CHARTER / AT&T POWER - GEORGIA POWER - GEORGIA POWER GEORGIA POWER SEWER - CITY OF GAINESVILLE - CITY OF GAINESVILLE CITY OF GAINESVILLE 14. 24 HOUR CONTACT: JESSICA TULLAR JESSICA TULLAR MOBILE: (770) 531-6574 EMAIL: JTULLAR@GAINESVILLEGA.GOV (770) 531-6574 EMAIL: JTULLAR@GAINESVILLEGA.GOV EMAIL: JTULLAR@GAINESVILLEGA.GOV JTULLAR@GAINESVILLEGA.GOV 15. ENGINEERING CONTACT: JEREMY FRYDRYCH, PE, (678) 450-5203 JEREMY FRYDRYCH, PE, (678) 450-5203 , (678) 450-5203 (678) 450-5203 16. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA AS THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP 13139C0187G, HALL COUNTY, GEORGIA, DATED APRIL 4, 2018 17. THERE ARE NO STREAMS OR WETLANDS ON OR WITHIN 200' OF THE THERE ARE NO STREAMS OR WETLANDS ON OR WITHIN 200' OF THE PROJECT SITE. 18. THERE ARE NO STREAMS REQUIRING STATE OR LOCAL BUFFERS ON THERE ARE NO STREAMS REQUIRING STATE OR LOCAL BUFFERS ON OR WITHIN 200' OF THE PROJECT SITE. 19. THIS SITE DOES NOT CONTAIN ANY KNOWN CEMETERIES. THIS SITE DOES NOT CONTAIN ANY KNOWN CEMETERIES. DOES NOT CONTAIN ANY KNOWN CEMETERIES. CONTAIN ANY KNOWN CEMETERIES. 20. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. 21. ALL RETAINING WALLS WILL BE PERMITTED SEPARATELY. ALL RETAINING WALLS WILL BE PERMITTED SEPARATELY. 22. ALL LIGHTING WILL BE LOW LEVEL AND NON-SPILL. ALL LIGHTING WILL BE LOW LEVEL AND NON-SPILL. 23. ALL PLANT MATERIAL CONFORMING TO AMERICAN STANDARD FOR ALL PLANT MATERIAL CONFORMING TO AMERICAN STANDARD FOR NURSERY STOCK.

AutoCAD SHX Text BEDDING: ALL STORM DRAIN AND SANITARY SEWER PIPES SHALL HAVE A CLASS "C" BEDDING AS A MINIMUM UNLESS NOTED OTHERWISE. EXCAVATE AND SHAPE BOTTOM OF TRENCH TO THE PROPER GRADE AND TO FIT THE LOWER PART OF THE PIPE EXTERIOR FOR A WIDTH OF A LEAST 50 PERCENT OF THE OUTSIDE DIAMETER OF THE PIPE. SIDES AND AREA OVER THE PIPE SHALL THEN BE FILLED WITH COMPACTED BACKFILL. PAVING: PAVING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS PROVIDED IN THESE PLANS. ALL PAVEMENT WITHIN THE GDOT R/W MUST CONFORM TO ALL GDOT PAVING STANDARDS. CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 615 GRADE 60. FIELD CONDITIONS: CONTRACTOR SHALL VERIFY FIELD CONDITIONS AFFECTING CONSTRUCTION, PARTICULARLY UTILITIES, PRIOR TO CONSTRUCTION. CHANGES IN CONSTRUCTION NECESSITATED BY FIELD CONDITIONS SHALL BE APPROVED BY THE OWNER OR OWNER'S ENGINEER PRIOR TO CONSTRUCTION. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL CALL 800-288-7411 AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION FOR LOCATION OF UNDERGROUND UTILITIES. CONSTRUCTION STAKING: CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR.

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1. NO ADDITIONAL CONSTRUCTION OR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO WALLS, FENCES, SIGNS, SPRINKLER SYSTEMS, LIGHTS, TRESS, ETC., WILL BE ALLOWED ON THE ROAD RIGHT-OF-WAY. 2. THE CITY OF GAINESVILLE SHALL BE NOTIFIED 24 HOURS PRIOR TO ANY CITY OF GAINESVILLE SHALL BE NOTIFIED 24 HOURS PRIOR TO ANY SHALL BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 3. ALL WATER MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF GAINESVILLE WATER & SEWER DEPARTMENT. CITY OF GAINESVILLE WATER & SEWER DEPARTMENT. WATER & SEWER DEPARTMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF DESIGN DRAWINGS SHOWING ALL "ASBUILT" CONDITIONS. THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE DESIGNER AND/OR THE CITY INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD DRAWINGS. 5. ANY CHANGES IN THE HORIZONTAL ALIGNMENT SHOWN HEREON SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE CITY OF GAINESVILLE PRIOR TO CITY OF GAINESVILLE PRIOR TO PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATIONS. CONTRACTOR SHOULD NOTIFY THE UTILITIES PROTECTION CENTER, INC. AT (800) 282-7411 THREE WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION & MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL STRUCTURES. 8. ALL DISTURBED AREAS SHALL BE GRASSED IMMEDIATELY UPON COMPLETION OF BACK FILLING TRENCHES. 9. CLEARING LIMITS SHALL BE CLEARLY DELINEATED WITH TREE SAVE FENCE OR OTHER SUITABLE MEANS. 10. CONTRACTOR IS RESPONSIBLE FOR THE ADJUSTMENTS TO ALL EXISTING UTILITIES ON SITE TO FINAL GRADE.

AutoCAD SHX Text COMPACTION: COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST D-698. BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS, AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTURE. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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CITY OF GAINESVILLE

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PLANNING DIVISION

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LDP

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CITY OF GAINESVILLE

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PLANNING DIVISION

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CITY OF GAINESVILLE

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TREE INFO

PT# TYPE SPECIES SIZE (INCHES)

1500 TREE DECIDUOUS WATER OAK 20

1502 TREE DECIDUOUS LIVE OAK 27

1503 TREE DECIDUOUS WATER OAK 23

1504 TREE DECIDUOUS WATER OAK 36

1505 TREE DECIDUOUS HICKORY 18

1506 TREE DECIDUOUS WATER OAK 27

1507 TREE DECIDUOUS WATER OAK 24

1508 TREE DECIDUOUS MAPLE 28

1510 TREE DECIDUOUS WATER OAK 24

1511 TREE DECIDUOUS OTHER 18

1512 TREE DECIDUOUS OTHER 27

1513 TREE DECIDUOUS OTHER 25

1514 TREE DECIDUOUS WATER OAK 72

1515 TREE DECIDUOUS WATER OAK 30

1516 TREE DECIDUOUS WATER OAK 37

1517 TREE DECIDUOUS WATER OAK 47

1501 TREE EVERGREEN MAGNOLIA 37

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CONCRETE STAIRCASE TO BE REMOVED

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N/F AREA REALTY CO. (DB 1956, PG 226) (PS 227, PG 12A)

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JOHN OPAL & ELLA J. SIMPSON SUBDIVSION (PB 29, PG 184)

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N/F BROADWELL, LLC (DB 8321, PG 204)

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N/F GAINESVILLE NON-PROFIT DEVELOPMENT FOUNDATION, INC. (DB 3437, PG 204)

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N/F MARTHA ELAINE RAKESTRAM & ANNA LOIS RAKESTRAM (DB 3260, PG 177)

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N/F GAINESVILLE-HALL COUNTY LAND BANK (DB 8911, PG 705) (PB 29, PG 183)

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N/F GAINESVILLE-HALL COUNTY LAND BANK (DB 8732, PG 25) (PB 700, PG 82A)

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CL (PER PB 700, PG 82A)

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N/F AREA REALTY CO. (DB 6356, PG 261) (PB 29, PG 184)

AutoCAD SHX Text S61°55'55"E 322.05'

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CITY OF GAINESVILLE

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

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CURB AND GUTTER TO BE REPAIRED

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EXISTING WATER METER TO BE REMOVED OR REPLACED PER CLIENTS DIRECTION

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SITE INFO

SIZE 1.704 AC

UNITS 4

DENSITY 2.35

PARKING 8 SPACES

ZONING R-II

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INFILTRATION BASIN

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STORMWATER POND

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12' GRASS ACCESS DRIVE

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1,400 SF

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

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80 SF STORAGE BUILDING

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80 SF STORAGE BUILDING

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SITE AREA: 1.7 AC

DISTURBED AREA: 1.47 AC

EARTHWORK ESTIMATE:

CUT: 3,637 CY

FILL: 3,362 CY

DIFFERENCE: 275 CY WASTE *

*EARTHWORK CALCULATIONS ARE BASED ON FINISHED GRADE.

**DUE TO THE AMOUNT OF SUBGRADE NECESSARY FOR INFILTRATION BMPS,

ADDITIONAL WASTE OR RAISING OF SITE MAY BE REQUIRED.

EARTHWORK ESTIMATE PROVIDED FOR CONVENIENCE TO CONTRACTOR ONLY.

CONTRACTOR IS TO VERIFY QUANTITIES.

NOTE: CONTRACTOR TO COMPLETE INFILTRATION TESTING PER THE GEORGIA STORMWATER MANAGEMENT MANUAL. IF THE RESULTS ARE SUITABLE (>0.5 IN/HR) NO ADDITIONAL ACTION IS NEEDED, IF THE RESULTS ARE INSUFFICIENT (<0.5 IN/HR) BLENDED SOIL MEDIA WITH ADEQUATE INFILTRATION CAPACITY SHALL BE NEEDED.

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TIE INTO EXISTING ROAD GRADE

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STAIRS AS NEEDED

H P:

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: 1

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AutoCAD SHX Text A

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SUMMIT STREET (RIGHT OF WAY VARIES)

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LOT 4

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LOT 3

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LOT 2

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MIDLAND RIDGE CIRCLE

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MIDLAND RIDGE CIRCLE

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MIDLAND RIDGE CIRCLE (16' WIDE)

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ALLEY B (12' WIDE)

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1,400 SF

AutoCAD SHX Text

1,400 SF

AutoCAD SHX Text

1,400 SF

AutoCAD SHX Text

1,400 SF

AutoCAD SHX Text

(PRIVATE ALLEY)

AutoCAD SHX Text

(PRIVATE DRIVE)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

ROADWAY PLAN & PROFILES

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SUMMIT STREET COTTAGES

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CITY OF GAINESVILLE

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

AutoCAD SHX Text

AutoCAD SHX Text 11/29/23

AutoCAD SHX Text

G222045.SSC

AutoCAD SHX Text .CNST.dwg

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CMM

AutoCAD SHX Text 11/29/23

AutoCAD SHX Text

NO.

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DATE

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DESCRIPTION

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REVISIONS

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DATE:

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SHEET

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SCALE:

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JOB NO.

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DRAWN BY:

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FOR:

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PROFESSIONAL

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text No 33630

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

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AutoCAD SHX Text O

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AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

GRID NORTH GEORGIA WEST ZONE

AutoCAD SHX Text 12.2%

AutoCAD SHX Text 12.5%

AutoCAD SHX Text 15.0%

AutoCAD SHX Text

6" GRADED AGGREGATE BASE (GDOT SEC 310)

AutoCAD SHX Text

2.5" TYPE B BINDER

AutoCAD SHX Text

1.5" TYPE E OR F BINDER

AutoCAD SHX Text

TYPICAL PAVEMENT SECTION

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1/4" /FT CROWN

8" SUBGRADE COMPACTED AT 95% STANDARD MODIFIED PROCTOR

STOP

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SUMMIT STREET (RIGHT OF WAY VARIES)

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LOT 4

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LOT 3

AutoCAD SHX Text

LOT 2

AutoCAD SHX Text

LOT 1

AutoCAD SHX Text

MIDLAND RIDGE CIRCLE

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MIDLAND RIDGE CIRCLE

AutoCAD SHX Text

MIDLAND RIDGE CIRCLE (16' WIDE)

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ALLEY B (12' WIDE)

AutoCAD SHX Text

"STOP" SIGN (R1-1)

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"NO RIGHT TURN" SIGN (R3-1)

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1,400 SF

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1,400 SF

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1,400 SF

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1,400 SF

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24" STOP BAR

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WHITE DIRECTIONAL TRAFFIC ARROW (TYP.)

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"DO NOT ENTER" SIGN R5-1

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(PRIVATE ALLEY)

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(PRIVATE DRIVE)

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GRAPHIC SCALE

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AutoCAD SHX Text 10'

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SIGNAGE & STRIPING PLAN

AutoCAD SHX Text

SUMMIT STREET COTTAGES

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CITY OF GAINESVILLE

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LAND LOT 149, 9TH DISTRICT CITY OF GAINESVILLE HALL COUNTY, GEORGIA

AutoCAD SHX Text

AutoCAD SHX Text 11/29/23

AutoCAD SHX Text

G222045.SSC

AutoCAD SHX Text .CNST.dwg

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CMM

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NO.

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DATE

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DESCRIPTION

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REVISIONS

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FOR:

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PROFESSIONAL

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AutoCAD SHX Text N

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AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

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AutoCAD SHX Text D

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GRID NORTH GEORGIA WEST ZONE

6" WHITE PARKING STRIPE (TYP.)

W W

H P:

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.85

X X

X X X

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HORIZ. SCALE: 1"=50'

VERT. SCALE: 1"=10'

HORIZ. SCALE: 1"=50'

VERT. SCALE: 1"=10'

HORIZ. SCALE: 1"=50'

VERT. SCALE: 1"=10'

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 2, 2024.