2025 CDBG _ Sanjo Street _ Bid Drawings 11_21.pdf
PDF 41 MB Posted
- Solicitation number
- PE-66760-NONST-2026-000000008
- Issued by
- Gwinnett County, Georgia
About this file
2025 CDBG Sanjo Street Widening Project - Bid Drawings Summary
This document comprises bid drawings and technical specifications for the City of Dacula's 2025 Community Development Block Grant (CDBG) funded Sanjo Street Widening, Paving, Drainage, and Sidewalk Improvements project located in Gwinnett County, Georgia. The project encompasses demolition of existing asphalt, curb and gutter, structures, and hardscape; clearing and grubbing of existing trees within the right-of-way; and construction of city street widening improvements. The project site covers 1.79 acres total with 0.99 acres of disturbed area. The drawings, prepared by Bowman Consulting Group Ltd. and dated November 21, 2025 as the bid set, include a comprehensive set of 23 sheets covering existing conditions, demolition plans, road and utility plans, grading and drainage details, erosion control measures across three construction phases, and standard construction details for pavement, curbing, sidewalks, drainage structures, and traffic control elements. The project involves coordination with Gwinnett County Department of Water Resources, Gwinnett County Fire Department, Gwinnett County DOT, Georgia Power, and multiple utility providers including gas, electrical, telecommunications, and cable services.
The project requires strict adherence to Gwinnett County standard specifications and details, Georgia Department of Transportation standards, and applicable state and federal codes. Critical requirements include 48-hour advance notification to water and sewer departments prior to utility work, daily inspection and maintenance of erosion control devices, submittal of as-built record drawings by a licensed Georgia surveyor, and compliance with NPDES permit requirements for stormwater discharge. The contractor bears full responsibility for utility location verification, protection, and repair of any damages; coordination with utility relocations; removal of asbestos and lead-based products per pre-demolition survey; and provision of all temporary erosion control measures including sediment basins, silt fencing, inlet protection, and stabilization practices. Project design professional certification confirms site visit compliance and appropriate best management practice selection. Funding is provided through the 2025 CDBG program, with project number 24-204(200577-01-001), administered by the City of Dacula contact Brittni Nix at 770-963-7451.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sanjo C702 Add_1.pdf | ||
| 2025 CDBG Sanjo Street Bid Package 11_24_2025.pdf | ||
| Sanjo C000 Add_1.pdf | ||
| 2025 CDBG Sanjo Street Widening Project _ Pre.pdf |
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2025 CDBG FOR CITY OF DACULA
SANJO STREET WIDENING, PAVING,
DRAINAGE, AND SIDEWALK
IMPROVEMENT project
VICINITY MAP
SCALE : 1" = 2000'
SITE
SITE
GWINNETT
COUNTY
ENGINEER/SURVEYOR:
"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS
DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY SUPERVISION."
VICTOR DANG, P.E. - GSWCC LEVEL II CERTIFICATION #90012 EXP: 12/19/2028 DATE
SITE VISIT CERTIFICATION:
BOWMAN
4174 SILVER PEAK PARKWAY
SUWANEE, GEORGIA 30024
PH: 770-932-6550 FX: 770-932-6551
ENGINEER CONTACT: VICTOR DANG, P.E. EMAIL: victor.dang@bowman.com
STATE WATERS ARE NOT ON THIS SITE REQUIRING A 25' STATE
UNDISTURBED BUFFER, 50' COUNTY UNDISTURBED BUFFER AND 75'
IMPERVIOUS SETBACK MEASURED FROM THE TOP OF BANK.
RECEIVING WATERS UNNAMED TRIBUTARY
TO HOPKINS CREEK
THE PROJECT CONSISTS OF DEMOLITION OF ALL EXISTING ASPHALT, CURB
& GUTTER, STRUCTURES AND HARDSCAPE, CLEARING AND GRUBBING
EXISTING TREES WITHIN THE LIMITS OF THE RIGHT OF WAY OF SANJO
STREET. CONSTRUCTION CITY STREET WIDENING.
STATE WATERS
PROJECT DESCRIPTION:
PART OF THIS PROPERTY DOES NOT LIE WITHIN A SPECIAL
FLOOD HAZARD AREA (SFHA) PER FEMA FIRM PANEL
13135C0076F DATED 9/29/2006.
FLOODPLAIN:
THE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN IS FROM A
SURVEY PERFORMED BY BOWMAN DATED 08/09/2024. DATUM, MEAN
SEA LEVEL, NAD83 GA WEST FOOT
SURVEY:
THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON,
CERTIFIES THE FOLLOWING: 1)THE NATIONAL WETLAND INVENTORY
MAPS HAVE BEEN CONSULTED; AND, 2) THE APPROPRIATE PLAN
SHEET ( ) DOES / (X) DOES NOT INDICATE AREAS OF UNITED STATES
ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN
ON THE MAPS; AND, 3) IF WETLANDS ARE INDICATED, THE LAND
OWNER OR DEVELOPER HAS BEEN ADVISED THAT LAND
DISTURBANCE OF PROTECTED WETLANDS SHALL NOT OCCUR
UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION
("SECTION 404") PERMIT HAS BEEN OBTAINED.
WETLANDS
GENERAL NOTES:
1. SITE AREA: 1.79 ACRES, DISTURBED AREA: 0.99 ACRES
2. EXISTING ZONING: RIGHT OF WAY
3. LOCATION: LAND LOTS 301 - 5th DISTRICT
CITY OF DACULA
GWINNETT COUNTY, GEORGIA
4. EXISTING USE: RESIDENTIAL AND UNDEVELOPED LAND.
5. PROPOSED USE: CITY RESIDENTIAL TWO-WAY STREET.
6. OWNER/DEVELOPER: CITY OF DACULA
CONTACT PERSON: BRITTNI NIX (770) 963-7451
P.O. BOX 400
DACULA, GEORGIA, 30019
7. DESIGNER/ENGINEER: BOWMAN.
CONTACT PERSON: STEVE DUREN (770)932-6550
4174 SILVER PEAK PARKWAY
SUWANEE, GEORGIA 30024
8. DO NOT SCALE DRAWINGS.
DRAWING INDEX
Sheet Number Sheet Title
C000 COVER SHEET
C001 GENERAL NOTES
C002 EXISTING CONDITIONS
C100 DEMOLITION PLAN
C200 SANJO STREET ROAD PLAN
C201 SANJO & TANNER INTERSECTION PLAN
C300 GRADING AND DRAINAGE PLAN
C310 ROAD PROFILE
C320 STORM PROFILE
C321 STORM PROFILE
C400 UTILITY PLAN
C500 EROSION CONTROL NOTES
C510 EROSION CONTROL PLAN PHASE I
C520 EROSION CONTROL PLAN PHASE II
C530 EROSION CONTROL PLAN PHASE III
C540 EROSION CONTROL PLAN DETAILS
C541 EROSION CONTROL PLAN DETAILS
C542 EROSION CONTROL PLAN DETAILS
C700 CONSTRUCTION DETAILS
C701 CONSTRUCTION DETAILS
C702 CONSTRUCTION DETAILS
C703 CONSTRUCTION DETAILS
UTILITIES CONTACT INFORMATION
UTILITY CONTACT
GWINNETT COUNTY WATER AND SEWER SHAWNA DOBSON, EMAIL: shawna.dobson@gwinnettcounty.com
GWINNETT COUNTY DOT MICHELLE ARNOLD. PHONE: 770-822-7443
GAS DARREN PERKINS, EMAIL: dperkins@cityofbuford.com ELECTRICAL TRISTAN PAYNE, EMAIL: tripayne@southernco.com
AT&T ANTHONY STANCIL, EMAIL: as925n@att.com AT&T BILL SZYMANSKI, EMAIL: bs0368@att.com
CHARTER JIMMY PRICE, EMAIL: Jimmy.Price@charter.com MCI / VERIZON ASH BELAVADI, EMAIL: ash.belavadi@verizon.com
ZAYO COBB FINDLEY, EMAIL: ZayoGeorgiaRelocations@cobbfendley.com
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GWINNETT COUNTY DEPARTMENT OF WATER RESOURCES NOTES:
1. ALL WATER AND SEWER FACILITIES SHALL BE INSTALLED BY A LICENSED UTILITY CONTRACTOR IN THE STATE OF GEORGIA.
2. 12 GAUGE, SOLID STRAND DETECTION WIRE IS REQUIRED TO BE INSTALLED ABOVE ALL WATER LINES WITH WATERPROOF CONNECTORS AND CONNECTIONS AT EVERY
VALVE AND HYDRANTS.
3. MARKING TAPE SHOWING "CAUTION BURIED WATERLINE" SHALL BE INSTALLED APPROXIMATELY 18-INCHES ABOVE ALL WATERLINES.
4. AS-BUILTS RECORD DRAWINGS (HARD COPIES AND DIGITAL FORMAT) FOR THIS PROJECT MUST BE SUBMITTED AND APPROVED BY GWINNETT COUNTY PRIOR TO FINAL
ACCEPTANCE BY THE OWNER.
5. THE GWINNETT COUNTY WATER DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (MONDAY THROUGH FRIDAY) PRIOR TO COMMENCING ANY WORK, TESTING, AND PRIOR TO MAKING ANY CONNECTIONS TO EXISTING WATERLINES.
6. THE GWINNETT COUNTY SEWER DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (MONDAY THROUGH FRIDAY) PRIOR TO COMMENCING ANY WORK, TESTING, AND PRIOR TO MAKING ANY CONNECTIONS TO EXISTING SEWER LINES OR MANHOLES.
7. ALL WATER AND SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH GWINNETT COUNTY STANDARD SPECIFICATIONS AND DETAILS, LATEST EDITION.
8. FOR D.I.P. SEWER LINES, THE MINIMUM WALL THICKNESS SHALL BE CLASS 350 AND THE INTERIOR LINING
9. SHALL BE CEMENT. WALL THICKNESS GREATER THAN THE MINIMUM CALLED FOR ABOVE MAY BE REQUIRED
10. DUE TO GREATER DEPTHS OR VARYING BEDDING REQUIREMENTS. CLASS C BEDDING IS THE MINIMUM ALLOWED.
11. USE OF PRE-CAST INVERTS IS ACCEPTABLE PROVIDED INVERTS ARE NOT MODIFIED
12. ALL NEW PIPE TIE-INS REQUIRE NEW INVERTS IN MANHOLES (3.5.12F)
13. IN THE FIRST NEWLY INSTALLED MANHOLE UPSTREAM OF THE EXISTING TIE-IN MANHOLE, CONTRACTOR SHALL INSTALL TEMPORARY MECHANICAL PLUGS ON THE
INFLOW AND OUTFLOW INVERTS. SAID MECHANICAL PLUGS SHALL BE TIED TO THE MANHOLE STEP WITH STEEL CABLE AND PADLOCKED TO PREVENT TAMPERING AND
GCDWR SHALL INSTALL A LOCKING COVER. (SEE DETAIL S15).
14. PER THE FEE RESOLUTION THERE IS A "PENALTY FEE" OF 100% OF THE PERMIT FEE FOR SITE ACTIVITY PRIOR TO ISSUANCE OF APPROPRIATE PERMITS ( LAND
DISTURBANCE, DEVELOPMENT, OR UTILITY CONSTRUCTION)
15. INFORMATION REGARDING UNDERGROUND UTILITIES ON THESE PLANS IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL REQUEST A FIELD LOCATION THROUGH THE UTILITIES PROTECTION CENTER AND ANY UTILITY OWNERS THOUGHT TO HAVE FACILITIES IN THE AREA. THE CONTRACTOR SHALL PROMPTLY COMPARE THESE FIELD-MARKED LOCATIONS WITH THE PROJECT PLANS AND THEN NOTIFY THE DESIGNER OF ANY ANTICIPATED PROBLEMS OR NEED FOR DESIGN CHANGES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXCAVATE OR CAUSE THE UTILITY OWNER TO EXCAVATE FOR THE PURPOSE OF DETERMINING EXACT ELEVATIONS OR LOCATIONS AT UTILITY CROSSINGS AND OTHER CRITICAL LOCATIONS WELL IN ADVANCE OF THE WORK UNDER
THIS CONTRACT.
16. DAMAGE TO EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE DEVELOPER AND/OR THE DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, AND MATERIAL OF ANY EXISTING WATER OR SANITARY SEWER FACILITY
PROPOSED FOR CONNECTION OR USE BY THIS PROJECT.
17. ALL CUT AND FILL SLOPES MUST BE ROUGHENED AND VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
18. BORE WITHIN THE VICINITY OF THE MANHOLE AND CORE FROM THE INSIDE OF THE MANHOLE IN THE PRESENCE OF AN INSPECTOR
19. TAP TO BE PERFORMED ONLY BY GCDWR TO SCHEDULE CALL 678-376-7029 72 HOURS IN ADVANCE. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION AND
BACKFILL MATERIAL. EXCAVATION AREA MUST MEET OR EXCEED OSHA STANDARDS AND BE READY PRIOR TO SCHEDULED TIME FOR COUNTY FORCES TO ARRIVE AND
PERFORM TAP.
20. A CONSTRUCTION PERMIT IS TO BE ACQUIRED BY A GCDWR APPROVED CONTRACTOR PRIOR TO INSTALLATION. CALL 678-518-6000 FOR INFORMATION AND COPY OF APPROVED CONTRACTOR'S LIST. A MANDATORY PRE-CONSTRUCTION CONFERENCE WITH INSPECTOR, BY APPOINTMENT ONLY, IS REQUIRED 48 HOURS PRIOR TO ANY UTILITY CONSTRUCTION. ANY UTILITY DESIGN CHANGES MUST BE APPROVED BY THE WATER AND SEWER REVIEW SECTION OF P&d PRIOR TO INSTALLATION.
21. AS-BUILT/RECORD DRAWINGS FOR SEWER SYSTEM REQUIRED PRIOR TO REQUESTING FINAL PLAT APPROVAL, TEMPORARY CERTIFICATE OF OCCUPANCY OR ISSUANCE OF CERTIFICATE OF OCCUPANCY. ALLOW MINIMUM 10 BUSINESS DAYS FOR INITIAL REVIEW AND ADDITIONAL TIME FOR RE-REVIEW(S). DRAWINGS TO BE SUBMITTED
TO, REVIEWED AND APPROVED BY DEPARTMENT OF WATER RESOURCES.
22. ALL WORK TO BE PERFORMED ACCORDING TO GWINNETT COUNTY DEPARTMENT OF WATER RESOURCES - WATER MAIN AND SANITARY SEWER DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS (APRIL 5, 2016). ACTUAL FIELD CONDITIONS COULD DICTATE MORE STRINGENT REQUIREMENTS, IF DEEMED
NECESSARY BY INSPECTOR.
23. GCDWR DOES NOT AUTHORIZE ANY PAVEMENT CUTS - IF CUT IS NECESSARY PERMISSION MUST BE OBTAINED FORM THE OWNER OF STREET.
24. MAINTAIN 10' SEPARATION BETWEEN WATER AND SEWER LINES.
25. TREATMENT OF REMAINING GROUND SHALL BE SOD, SEEDED OR HYDRO SEEDED WITH GRASS, AND/OR PLANTED WITH GROUND COVER SPECIES AND/OR PROVIDED
WITH OTHER LANDSCAPING MATERIAL, OR ANY COMBINATION THEREOF.
GWINNETT COUNTY FIRE NOTES:
1. PLACEMENT OF FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. AND A MAXIMUM OF 15 FT. FROM THE BACK OF CURB OR ROAD EDGE WITH THE LARGE FIRE DEPARTMENT CONNECTION FACING THE NEAREST FIRE DEPARTMENT ACCESS POINT AND SET A MINIMUM OF 18" AND A MAXIMUM OF 36" ABOVE FINISHED GRADE T TO THE CENTER OF THE LARGE FIRE DEPARTMENT CONNECTION. AUTHORITY HAVING JURISDICTION.
2. (GROUND AND FLOOR SURFACES) ALONG ACCESSIBLE ROUTES AND WALKS, RAMPS, STAIRS AND CURBS RAMPS, SHALL BE STABLE, FIRM, SLIP-RESISTANT AND SHALL
COMPLY WITH RULE 120-3-20-.16&19.
3. (FIRE HYDRANTS AND WATER MAINS) ARE TO BE INSTALLED, FLUSHED, AND UNDER PRESSURE BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED. GWINNETT COUNTY ORDINANCE FOR FIRE PROTECTION AND LIFE SAFETY, SECTION 46-38(a).
4. FIRE HYDRANT SPACING IN INDUSTRIAL & COMMERCIAL DEVELOPMENTS. ADDITIONAL HYDRANTS MAY BE REQUIRED TO PERMIT ALL PORTIONS, OF ALL BUILDINGS, TO BE REACHED BY HOSE LAYS NOT TO EXCEED 400 FT BY ROAD TRAVEL. GWINNETT COUNTY ORDINANCE FOR FIRE PROTECTION AND LIFE SAFETY, SECTION 46-37 (C).
5. DURING CONSTRUCTION AND FOR PERMANENT ACCESS, ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED PER INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 503.2.3, 2006 EDITION.
GCDOT NOTE:
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY RELOCATION OR DAMAGE TO GWINNETT COUNTY DOT (GCDOT) TRAFFIC SIGNAL OR ATMS INFRASTRUCTURE (LOOP, LEAD-IN, FIBER OPTICS, CONDUIT, PULL BOX, ETC.) DUE TO CONSRUCTION ACTIVITIES AND MUST USE A GCDOT APPROVED CONTRACTOR TO PERFORM ANY WORK ON SAID INFRASTRUCTIRE. NOTIFY GCDOT AT 678-639-8800 OF ANY ACTIVITY.
TRAFFIC SIGNAGE NOTE:
ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGES SHALL BE REINSTALLED OR REPLACED. SIGNS MUST BE REINSTALLED TO THE STANDARDS IN THE MANUAL
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
GENERAL NOTES:
1. CONTRACTOR SHALL VISIT THE SITE AND ACQUAINT HIMSELF WITH SITE CONDITIONS AND MAKE AN INSPECTION OF EXISTING CONDITIONS IN ORDER TO INFORM
HIMSELF OF ALL THE EXISTING CONDITIONS ON THE PROJECT SITE.
2. CONTRACTOR IS RESPONSIBLE AS PART OF HIS CONTRACT FOR THE COMPLETION, SUBMITTAL AND ACQUISITION OF ANY CITY OF DACULA CERTIFICATION OF DEVELOPMENT COMPLIANCE OR EQUIVALENT DOCUMENTATION IN CONNECTION WITH ALL DOMESTIC WATER AND FIRE SERVICE SYSTEMS AS MAY BE REQUIRED BY GWINNETT COUNTY DEPARTMENT OF WATER RESOURCES OR THE GEORGIA STATE FIRE MARSHALL.
3. CONTRACTOR MAY, AT HIS OWN EXPENSE AND PRIOR TO BIDDING, MAKE SOILS SURVEYS AND INVESTIGATIONS HE CONSIDERS NECESSARY.
4. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF DACULA AND GWINNETT COUNTY DEVELOPMENT REGULATIONS AND ALL APPLICABLE GWINNETT COUNTY, STATE
AND FEDERAL CODES, STANDARDS AND REGULATIONS.
5. ALL MATERIALS, METHODS OF CONSTRUCTION, AND WORKMANSHIP SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ASTM AND AASHTO STANDARDS, UNLESS
OTHERWISE SPECIFIED.
6. ALL SPECIFIED PRODUCTS ARE TO BE PROVIDED AS SPECIFIED OR “APPROVED EQUAL.”
7. THE UTILITIES SHOWN HAVE BEEN LOCATED IN AN APPROXIMATE WAY. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UTILITIES MARKED AND SHALL CONTACT
THE UTILITY PROTECTION CENTER AT (1-800-282-7411) AND SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, PROTECT ALL UTILITIES FROM DAMAGE OR INTERRUPTION, AND SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES OCCASIONED DUE TO HIS FAILURE TO VERIFY THE LOCATION OR PROTECT
UTILITIES.
8. LOCATE EXISTING UNDERGROUND UTILITIES BY CAREFUL HAND EXCAVATION. PROTECT FROM DAMAGE OR INTERRUPTION ALL EXISTING SANITARY SEWER, WATER SERVICE, NATURAL GAS, POWER, ETC. DURING ALL PHASES OF CONSTRUCTION. DAMAGE TO EXISTING UTILITIES AND THE COST OF REPAIRS TO THOSE DAMAGED
EXISTING UTILITY SERVICES ARE THE CONTRACTOR'S RESPONSIBILITY.
9. COST RELATED TO THE REMOVAL, RELOCATION , REPLACEMENT AND/OR REROUTING OF ANY, AND ALL EXISTING UTILITIES OR OTHER BUILT, STORED, STOCKPILED ITEMS OF ANY KIND, SURFACE OR SUBSURFACE IS THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE INCLUDED IN THE CONTRACT SUM.
10. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGE TO ANY PART OF THE SITE, BUILDING STRUCTURES OR OTHER INSTALLATIONS, CAUSED DURING
CONSTRUCTION.
11. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF
CONSTRUCTION UNTIL PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISH.
12. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION.
13. SUBMITTALS ARE TO BE TRANSMITTED IN ELECTRONIC FORMAT, AS APPROPRIATE TO THE DOCUMENT, AND TRANSMITTED VIA THE COUNTY'S INTERNET-BASED
SUBMITTAL SERVICE.
13.1.IN ADDITION TO SUBMITTALS FOR REVIEW, AND CLOSEOUT, THIS PROCEDURE APPLIES TO REQUESTS FOR INFORMATION (RFI'S), PROGRESS DOCUMENTATION, CONTRACT MODIFICATION DOCUMENTS (E.G., SUPPLEMENTARY INSTRUCTIONS, CHANGE PROPOSALS, CHANGE ORDERS), APPLICATIONS FOR PAYMENT, FIELD REPORTS AND MEETING MINUTES, CONTRACTOR'S CORRECTION PUNCH-LIST, AND ANY OTHER DOCUMENT ANY PARTICIPANT WISHES TO MAKE PART OF THE
PROJECT RECORD.
14. BY MAKING HIS SUBMITTAL THE CONTRACTOR REPRESENTS THAT HE HAS SELECTED THE PRODUCTS CONSISTENT WITH THE DRAWINGS AND SPECIFICATIONS; AND HAS DETERMINED AND CONFIRMED THE FITNESS OF THE SELECTED PRODUCTS WITH ALL DETAILS AND DIMENSIONS CAN BE INTEGRATED TO COMPLETE THE WORK.
15. THE CONTRACTOR'S APPROVAL AND SUBMITTAL REPRESENTS THAT THE CONTRACTOR HAS DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO, AND HAS CHECKED AND COORDINATED THE INFORMATION WITHIN SUCH SUBMITTALS WITH THE
REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS.
16. SUBMITTALS NOT DATED, STAMPED, AND SIGNED BY THE CONTRACTOR WILL BE RETURNED AS “INCOMPLETE”.
17. FOR EACH SUBMITTAL, ALLOW 14 DAYS FOR REVIEW, EXCLUDING DELIVERY TIME TO AND FROM CONTRACTOR.
18. CONTRACTOR WILL BE BACK CHARGED FOR COST OF ADDITIONAL SUBMITTAL REVIEWS.
19. SHOP DRAWINGS SHALL BE SUBMITED IN ELECTRONIC FORMAT THROUGH SELECTED SUBMITTAL SERVICE. OWNER WILL RETURN TO CONTRACTOR THROUGH
SUBMITTAL SERVICE FOR PRINTING AND DISTRIBUTION.
19.1.PRESENT INFORMATION IN CLEAR AND THOROUGH MANNER.
19.2.IDENTIFY DETAILS BY REFERENCE TO SHEET AND DETAIL NUMBERS SHOWN ON DRAWINGS.
19.3.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO PURCHASE, CONSTRUCTION OR PLACEMENT OF PRODUCTS/MATERIALS REQUIRING SHOP
DRAWING REVIEW.
19.4.CONTRACTOR SHALL ASSUME TOTAL RESPONSIBILITY FOR STEEL REINFORCING COVERED WITH CONCRETE FOR WHICH SHOP DRAWINGS HAVE NOT BEEN
REVIEWED.
19.5.SHOP DRAWINGS SUBMITTED AFTER MATERIAL IS INSTALLED SHALL NOT BE REVIEWED BY THE LANDSCAPE ARCHITECT/ENGINEER.
19.6.CONTRACTOR WILL BE BACK CHARGED FOR COST OF ADDITIONAL SHOP DRAWING REVIEWS.
20. PRIOR TO INITIATION OF AN RFI, CAREFULLY STUDY ALL CONTRACT DOCUMENTS TO CONFIRM THAT THE INFORMATION SUFFICIENT FOR INTERPRETATION OR CLARIFICATION IS DEFINITELY NOT INCLUDED. INCLUDE IN EACH REQUEST CONTRACTOR'S SIGNATURE ATTESTING TO GOOD FAITH EFFORT TO DETERMINE FROM
CONTRACT DOCUMENTS INFORMATION REQUIRING INTERPRETATION OR CLARIFICATION.
21. ANY IMPROPER OR FRIVOLOUS RFI'S WILL BE RETURNED WITHOUT A RESPONSE, WITH AN EXPLANATORY NOTATION.
21.1.THE OWNER RESERVES THE RIGHT TO ASSESS THE CONTRACTOR FOR THE COSTS INCURRED BY THE ARCHITECT/ENGINEER, AND ANY OF ITS CONSULTANTS, DUE
TO PROCESSING OF SUCH RFI'S.
22. WHERE ONE CONDITION IS SHOWN FOR A PLAN DETAIL, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.
23. MATERIALS STORAGE: STORE MATERIALS IN A MANNER TO ENSURE PROPER VENTILATION AND DRAINAGE. PROTECT AGAINST DAMAGE, WEATHER, VANDALISM, AND
THEFT.
24. SHORING: PROVIDE ALL NECESSARY SHORING, SHEETING, AND BRACING FOR THE PROTECTION OF WORK AND SAFETY OF PERSONNEL. ENGAGE A GEORGIA REGISTERED
PROFESSIONAL ENGINEER HIGHLY EXPERIENCED IN THE DESIGN OF SUCH SHORING AND BRACING SYSTEMS TO PERFORM THE DESIGN ENGINEERING FOR SAID SHORING AND BRACING. DO NOT BACKFILL OR LOAD WALLS AND STRUCTURAL SYSTEMS UNTIL SAID WALLS OR SYSTEMS ARE COMPLETELY DEVELOPED AND STRUCTURALLY
SOUND.
24.1.SUBMIT DETAILED SHOP DRAWINGS AND SCHEMATIC DIAGRAMS AS NECESSARY TO GRAPHICALLY DESCRIBE ALL SHORING AND BRACING PROCEDURES. INCLUDE
CALCULATIONS AND SCHEDULES. ILLUSTRATE SEQUENCING OF ALL SHORING AND BRACING.
25. ALL THE RECORD DOCUMENT INFORMATION REQUIRED BY THE DEVELOPMENT INSPECTIONS PROJECT CLOSEOUT CHECKLIST FOR CITY OF DACULA PROJECTS SHALL BE
INCLUDED IN THE CONTRACT WITH NO ADDITIONAL COST TO OWNER.
26. PROJECT RECORD DOCUMENTS REQUIRED INCLUDE THE FOLLOWING:
26.1.MARKED-UP COPIES OF CONTRACT DRAWINGS.
26.2.MARKED-UP COPIES OF SPECIFICATIONS, ADDENDA, AND CHANGE ORDERS.
26.3.MARKED-UP COPIES OF SHOP DRAWINGS OF PRODUCT DATA SUBMITTALS AND RECORD SAMPLES.
26.4.FIELD RECORDS FOR VARIABLE AND CONCEALED CONDITIONS.
26.5.RECORDED INFORMATION ON WORK THAT IS DEPICTED ONLY SCHEMATICALLY ON DRAWINGS.
26.6.RECORDED DRAWING SUB-SURFACE WATER QUALITY FACILITIES, I.E., “AS-BUILT” DRAWING.
26.7.MARK THESE DRAWINGS TO SHOW THE ACTUAL INSTALLATION, WHERE THE INSTALLATION VARIES FROM THE INSTALLATION SHOWN ORIGINALLY. GIVE
PARTICULAR ATTENTION TO INFORMATION ON CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO IDENTIFY OR MEASURE AND RECORD LATER.
26.8."AS-BUILT” HYDROLOGY ANALYSIS/REPORT.
27. CONTRACTOR SHALL EMPLOY THE SERVICES OF AN INDEPENDENT REGISTERED LAND SURVEYOR (R.L.S.) FOR THE “AS-BUILT” RECORD DRAWINGS. THE R.L.S. WILL HOLD
ACTIVE LICENSURE AND REGISTRATION IN THE STATE OF GEORGIA.
28. TESTS AND INSPECTIONS NOT EXPLICITLY ASSIGNED TO OWNER ARE CONTRACTOR'S RESPONSIBILITY. PERFORM ADDITIONAL QUALITY-CONTROL ACTIVITIES REQUIRED
TO VERIFY THAT THE WORK COMPLIES WITH REQUIREMENTS, WHETHER SPECIFIED OR NOT.
29. THE OWNER & OWNER'S REPRESENTATIVE WILL PERFORM ONE INSPECTION FOR SUBSTANTIAL COMPLETION, UPON THE REQUEST OF THE CONTRACTOR. ONLY ONE CERTIFICATE OF SUBSTANTIAL COMPLETION WILL BE ISSUED; THIS CERTIFICATE WILL INCLUDE ALL OF THE WORK AND NOT A PORTION OR PORTIONS.
30. PRIOR TO REQUESTING LANDSCAPE ARCHITECT/ENGINEER'S INSPECTION FOR CERTIFICATE OF SUBSTANTIAL COMPLETION:
30.1.OBTAIN AND SUBMIT THE CERTIFICATE OF OCCUPANCY AND /OR CERTIFICATE OF COMPLETION AND ANY APPLICABLE OPERATING PERMITS FROM AUTHORITIES
HAVING JURISDICTION.
30.2.SUBMIT ALL SUBMITTALS SPECIFIED IN THE CONTRACT DOCUMENTS TO BE COMPLETED BEFORE SUBSTANTIAL COMPLETION.
31. PRIOR TO REQUESTING OWNER & OWNER'S REPRESENTATIVE 'S FINAL INSPECTION FOR CERTIFICATE OF FINAL COMPLETION AND FINAL PAYMENT, SUBMIT SPECIAL WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE AGREEMENTS, FINAL CERTIFICATIONS AND SIMILAR DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS OR
RELATED TO INSTALLED EQUIPMENT AND MATERIALS.
32. THE OWNER & OWNER'S REPRESENTATIVE WILL PERFORM ONLY ONE INSPECTION FOR FINAL COMPLETION, UPON THE REQUEST OF THE CONTRACTOR. THE CONTRACTOR SHOULD TAKE CARE THAT ALL REQUIREMENTS FOR FINAL COMPLETION AS INDICATED IN THE SPECIFICATIONS HAVE BEEN COMPLETED PRIOR TO SUBMITTING HIS REQUEST. IF THE OWNER & OWNER'S REPRESENTATIVE IS UNABLE TO ISSUE THE CERTIFICATE FOR FINAL PAYMENT BECAUSE THE WORK IS NOT
COMPLETE, THE CONTRACTOR SHALL PAY ALL SUBSEQUENT INSPECTION COSTS.
PLANTS AND LANDSCAPING NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, LABOR, MATERIALS, AND EQUIPMENT REQUIRED BY OR INDICATED BY THE DRAWINGS AND SPECIFICATIONS TO SATISFACTORILY COMPLETE THE CONSTRUCTION OF THE PROJECT INCLUDING ALL LANDSCAPE AND PLANTING WORK.
2. BEFORE COMMENCING ANY WORK, THE CONTRACTOR SHALL LOCATE ALL UTILITIES, SUBSURFACE DRAINAGE, AND UNDERGROUND CONSTRUCTION SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DISTURB OR DAMAGE ANY SUBSURFACE IMPROVEMENTS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR MAKING ALL
REPAIRS, AT HIS OWN EXPENSE TO DAMAGED UTILITIES RESULTING FROM THE WORK.
3. SELECTION OF ALL MATERIALS AND THE EXECUTION OF ALL OPERATIONS REQUIRED SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT, WHO SHALL HAVE THE RIGHT TO REJECT ANY AND ALL MATERIALS AND ANY AND ALL WORK WHICH, IN THEIR OPINION, DOES NOT MEET THE REQUIREMENTS OF THE DRAWINGS
AND SPECIFICATIONS.
4. ANY DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS MUST BE SUBMITTED IN WRITING BY CONTRACTOR TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
ANY WORK TAKING PLACE.
5. CONTRACTOR MUST PROVIDE PLANTS THAT MEET ALL REQUIREMENTS INCLUDING HEIGHT AND SPREAD, REGARDLESS OF SPECIFIED CALIPER OR CONTAINER SIZE.
SUBSTITUTIONS MUST BE APPROVED BY ADDENDUM PRIOR TO BID AND APPROVED BY ARBORIST PRIOR TO PLANTING. TREE CALIPER TO BE VERIFIED PRIOR TO PLANTING. UNDERSIZED PLANTS MAY BE REJECTED BY THE OWNER, THE OWNER'S REPRESENTATIVE AND / OR THE LOCAL ISSUING AUTHORITY.
6. TOPPING TREES IS NOT ALLOWED. TREES REMOVED OR HAVING THEIR TOPS CUT AFTER COMPLIANCE WITH THIS ORDINANCE SHALL BE REPLACED WITH THE
EQUIVALENT INCHES OF REMOVED TREES.
7. ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIED WITH PROTECTIVE FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
33" PINE
36" PECAN
28" OAK
D
D
GV
G
G G G G G G G G G G G
G G G G G G G G G G
G G G
G G G
G G
G
W W W W W W W W W W W W W W W W W W W
W
W W W W W W W W W
W
W
W
FE
N
C E
FE
N
C E
4'C
LF
4'C
LF
GV
18" H D
PE
18" H D
PE
18" C M
P
SIDEWALK
MB 2245
MB 2535
MB 2525
MB 2555
12" RCPINV=1089.45
12" CMPINV=1084.01
12" CMPINV=1083.71
POSSIBLE
BLIND JB
12" CMP
INV=1083.52
FH
WM
WM
WM
WM
WM
FH
WV
WV
18" RCPINV=1083.62
12" CMPINV=1085.14
12" CMPINV=1085.57
LP
C O
N C
R E
TEGLM
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
WV
WV(2)O
H E
O H
E O
H E
12" HDPE
INV=1082.82
18" CMPINV=1082.51
X X
X X
X
X
W
W
W
EM
FH
GM
GM
GM
24"PECAN
33" OAK 46"OAK
26" OAK
10" FIG
33"OAK
WM WM
WV
WV
IPF
X
C O
N C
R E
TE
C O
N C
R E
TE
C O
N C
R E
TE
SHED
FFE=
1089.11
PP
PP / LP
PP / LP
28" OAK
GV
RD
C C C C C C C C C C C C C C C C
G
G G G G G G G G G G G G G G
G G
G G G G
G G G G G G G G G G
X
X
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
MB 2462
MB 2461
MB 2481
12" RCPINV=1090.42
12" RCPINV=1089.45
GATE
BUILDING
WM
WM
OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SIGN(TYP.)
WV
WV(2)
WV(2)
O H
E O
H E
O H
E
OHE OHE OHE
O H
E O
H E
O H
E O
H E
XXXX
X X X
X
X X
C
CCC
CCCCCCC
C
CC
C
C C
C
C C
C
G
G
G G
G G
W W
W
W W
W
W
FH
FH
GMGM
HW-RCP
22"
DEAD PINE STUMP
31"OAK
21" OAK
32" OAK
24" PINE
25"PINE 26" OAK
33"OAK
WM
WM
WV
2-WV
WV
PORCH
2-WV
FFE
1097.64
O H
E
O H
E
O H
E
O H
E
O H
E
S
PP / LP
PP
PB 130, PG 298
SS
SGM
40" OAK
D
D
D
RD
RD
RD
C
C
C
C
C
C C
C C
C
C C C C C C C C
C C
C C
C
C C
C
C
C
C C
C
C
G G
G G G G G G G G G
G G
G
G G
G G
X
X
X X
X
X
X
X
X
X
X
FENCE
FE
N C
E
FENCE
(A)
(B)
24" RCP
W W W W
W
W W W W W W W W W
W
W
W W
(A)
(B)
24" RCP
30" R C
P
4'CLF
30" RCP
(B)
18" RCPEM
MB 2462
(A) 18" R
C P
S S
S S
S S S
S S
S S
S S
S S
SWCBTOP=1119.29
IN(A)=1109.36
IN(B)=1109.42
OUT=1109.06
SWCBTOP=1117.50
IN(A)=1108.10
IN(B)=1108.30
OUT=1107.88
DI
TOP=1119.31
IN(A)=1110.74
IN(B)=1110.77
OUT=1110.61
GATE
SHED
BUILDING
FH
WM
WM
WM
WV(2)
WV
WV
SIDEWALK
O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E
O H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
15" HDPE EXPOSED
24" RCP
X X
X X X X X X X X
CCC
C
CC
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C C C
C C
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WV
WV WV
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FH
O H
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C er tif ic at e of A ut ho riz at io n
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11/14/2025
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36" PECAN
28" OAK
D
D
GV
G
G G G G G G G G G G G
G G G G G G G G G G
G G G
G G G
G G
G
W W W W W W W W W W W W W W W W W W W
W
W W W W W W W W W
W
W
W
FE
N
C E
FE
N
C E
4'C
LF
4'C
LF
GV
SIDEWALK
MB 2245
MB 2535
MB 2525
MB 2555
12" CMPINV=1084.01
12" CMPINV=1083.71
FH
WM
WM
WM
WM
WM
FH
WV
WV
12" CMPINV=1085.57
LP
C O
N C
R E
TEGLM
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
WV
WV(2)O
H E
O H
E O
H E
X X
X X
X
X
W
W
W
EM
FH
GM
GM
GM
24"PECAN
33" OAK 46"OAK
26" OAK
10" FIG
33"OAK
WM WM
WV
WV
IPF
X
C O
N C
R E
TE
C O
N C
R E
TE
C O
N C
R E
TE
SHED
FFE=
1089.11
PP
PP / LP
PP / LP
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LODLOD
D
D
DD
I
I
II
B
B
J
J
C
C
ALL WORK TO BE PERFORMED
WITHIN RIGHT OF WAY
TREES REMOVED BY CITY CORE PROJECT.
(TYP.)
TREES REMOVED BY CITY CORE PROJECT.
(TYP.)
PROTECT ALL WATER VALVES AND
RAISE TO PROPOSED FINISH GRADE
(TYP.)
PROTECT FIRE HYDRANT. RELOCATE AS REQUIRED, PROTECT AND
RAISE WATER VALVE TO PROPOSED FINISH GRADE.
GA POWER TO RELOCATE
EXISTING POLE/LINE TO
OTHER SIDE OF STREET
C
C
C
EXISTING CURB &
GUTTER TO REMAIN
SHALL BE PROTECTED, IF
DAMAGED, REPLACE IN
KIND.
K K K
REMOVE AND PLUG
EXISTING STORM PIPES TO
BE REMOVED
ALL WORK TO BE PERFORMED
WITHIN RIGHT OF WAY
28" OAK
GV
C C C C C C C C C C C C C C C C
G
G G G G G G G G G G G G G G
G G
G G G G
G G G G G G G G G G
X
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
MB 2462
MB 2461
MB 2481
WM
WM
OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SIGN(TYP.)
WV
WV(2)
WV(2)
O H
E O
H E
O H
E
OHE OHE OHE
O H
E O
H E
O H
E O
H E
XXXX
X X X
X
X X
C
CCC
CCCCCCC
C
CC
C
C C
C
C C
C
G
G
G G
G G
W W
W
W W
W
W
FH
FH
GMGM
22"
DEAD PINE STUMP
31"OAK
21" OAK
32" OAK
24" PINE
25"PINE 26" OAK
33"OAK
WM
WM
WV
2-WV
WV
PORCH
2-WV
FFE
1097.64
O H
E
O H
E
O H
E
O H
E
O H
E
S
PP / LP
PP
PB 130, PG 298
LOD LOD
LOD
LO
D LOD LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
F
D
D
I I
I
B
J
J
J
PRODUCTS AS REQUIRED BY THE STATE AS PART OF THEIR SCOPE OF
WORK FOR DEMOLITION OF THE HOUSE. REFER TO GEOHYDRO ENGINEERS
REPORT OF PRE-DEMOLITION ASBESTOS SURVEY AND LEAD PAINT SCREEN
FOR ALL ITEMS TO BE REMOVED AND INCLUDED IN CONTRACTOR'S BID.10' TEMPORARY
CONSTRUCTION EASEMENT
(TYP.)
CONTRACTOR SHALL PERFORM SITE VISIT TO
DOCUMENT NUMBER AND SIZE OF TREES TO TO
BE REMOVED. (TYP.), COORDINATE WITH
PROPERTY OWNER BEFORE REMOVAL
TREES REMOVED BY CITY CORE PROJECT.
(TYP.)
PROTECT EXISTING CHAIN LINK
FENCE
(DO NOT DISTURB)
PROTECT ALL WATER VALVES AND
RAISE TO PROPOSED FINISH GRADE
(TYP.)
L L
PROTECT ALL WATER VALVES AND RAISE TO
PROPOSED FINISH GRADE (TYP.)
GA POWER TO RELOCATE
EXISTING POLE/LINE TO
OTHER SIDE OF STREET
GA POWER TO RELOCATE
EXISTING POLE/LINE FOR
UNDERGROUND
SERVICES
CONTRACTOR SHALL PERFORM SITE VISIT TO
DOCUMENT NUMBER AND SIZE OF TREES TO
TO BE REMOVED. (TYP.)
DEAD PINE TREE HAS BEEN REMOVED BY THE
CITY, LEAVING A HIGH STUMP. CONTRACTOR
SHALL GRIND DEAD TREE STUMP.
ALL WORK TO BE PERFORMED
WITHIN RIGHT OF WAY
SS
S
D
D
D
C
C
C
C
C
C C
C C
C
C C C C C C C C
C C
C C
C
C C
C
C
C
C C
C
C
G G
G G G G G G G G G
G G
G
G G
G G
X
X
FE
N
C E
W W W W
W
W W W W W W W W W W
W
W
4'CLF
EM
MB 2462
MB 2461
S S
S S
S S
S
S S
S S
S S
S S
WM
WM
WV(2)
WV
WV
SIDEWALK
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
15" HDPE EXPOSED
X X
X X X X X X X X
CCC
CC
CC
C C C C
C C C
C C
C C
C
GMGMWM
WM
WV
WV WV
WV
FH
O H
E
O H
E
O H
E
O H
E
O H
E
TSB
CWP
TSP
TSB
PP
CEDAR
CEDAR
LOD LOD LOD
LO
D
LO
D
LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
DLO
D
LODLODLODLODLODLODLODLOD
F
C
C
E
E
D
D
I
B
J
J
EXISTING HOUSE, CONCRETE DRIVEWAY, CONCRETE SIDEWALKS, ASPHALT
PAVEMENT, ETC. ON PARCEL OTHER THAN EXISTING UTILITIES AND TRAFFIC
SIGNALIZATION SHALL BE REMOVED TO EARTH SUB-GRADE. CONTRACTOR
SHALL REMOVE ALL ASBESTOS RELATED PRODUCTS AND LEAD BASED
PRODUCTS AS REQUIRED BY THE STATE AS PART OF THEIR SCOPE OF
WORK FOR DEMOLITION OF THE HOUSE. REFER TO GEOHYDRO ENGINEERS
REPORT OF PRE-DEMOLITION ASBESTOS SURVEY AND LEAD PAINT SCREEN
FOR ALL ITEMS TO BE REMOVED AND INCLUDED IN CONTRACTOR'S BID.
CONTRACTOR SHALL PERFORM SITE VISIT TO
DOCUMENT NUMBER AND SIZE OF TREES TO TO
GA POWER TO RELOCATE
EXISTING POLE/LINE FOR
UNDERGROUND
SERVICES
CONTRACTOR SHALL PERFORM SITE VISIT TO
DOCUMENT NUMBER AND SIZE OF TREES TO
TO BE REMOVED. (TYP.)
L
L
COORDINATE WITH GWCO DOT FOR
RELOCATION OF SIGNAL MAST AND OTHER
SIGNAL ITEMS. (MICHELLE ARNOLD 770-822-7443)
K K
COORDINATE WITH GWCO DOT FOR
RELOCATION OF SIGNAL MAST AND OTHER
SIGNAL ITEMS. (MICHELLE ARNOLD 770-822-7443)
DEAD PINE TREE HAS BEEN REMOVED BY THE
CITY, LEAVING A HIGH STUMP. CONTRACTOR
B ow m an
C on su lti ng G ro up
L td
S ilv er P ea k
P ar kw ay
S uw an ee
, G A
P ho ne
0)
-6 w w w .b ow m an .c om
B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
O R
CI
TY
O F
DA
CU
LA
SA
NJ
O
S
TR
EE
T
W
ID
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IN
G , P
AV
IN
G , D
RA
IN
AG
E, AN
D
SI
DE
W
AL
K
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PR
O
VE
M
EN
TS
P
RO
JE
CT
C
IT
Y O
F D
AC
U
LA
, G
A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
IS
D
O C
U M
E N
T, T
O G
E
TH
E R
W
IT
H T
H E
C O
N C
E P
TS
A
N D
D E
S
IG
N S
P R
E S
E N
TE
D
H E
R E
IN
, A
S A
N
IN
S
TR
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T O
F S
E R
V
IC
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D E
D O
N
LY
F O
R T
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S P
E C
IF
IC
P U
R P
O S
E A
N D
C
LI
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T
FO
R W
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H
IT
W A
S P
R E
P A
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U S
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F A
N D
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P
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P E
R R
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D
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IT
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T W
R
IT
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TH
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R
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A
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O N
A N
D A
D A
P
TA
TI
O
N B
Y B
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M A
N C
O N
S U
LT
IN
G S
H A
LL
B
E W
IT
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A B
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M A
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B ui ld in g\ E ng in ee rin g\ E ng in ee rin g P la ns
\S A
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S H
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7-
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O .d w g
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D E
M O
LI
TI
O N
P
LA
N
GRAPHIC SCALE
SITE NOTES:
1. BECOME THOROUGHLY FAMILIAR WITH ALL EXISTING CONDITIONS AT THE PROJECT SITE BY ON-SITE VISITATION AND INSPECTION, REVIEW ALL PLANS, SPECIFICATIONS, FEDERAL, STATE
AND COUNTY REGULATIONS AND ORDINANCES TO FULLY ASCERTAIN THE SCOPE OF THE
WORK ILLUSTRATED AND/OR IMPLIED WITHIN THESE PLANS.
2. COMPLY WITH ALL UTILITIES PROTECTION CENTER REQUIREMENTS. (SEE #4 BELOW)
3. SURVEY AND ESTABLISH ALL TOPOGRAPHIC BENCHMARKS, BOUNDARY MONUMENTATION,
BUILT ITEMS AND EXISTING UTILITIES PERTAINING TO THE WORK SHOWN OR IMPLIED WITHIN
THESE PLANS AND MAINTAIN SAID LOCATIONS THROUGHOUT THE DURATION OF THE
PROJECT.
4. THE PROJECT EXISTING UTILITIES SHOWN HERE HAVE BEEN LOCATED IN AN APPROXIMATE
WAY.
·MARK ALL UTILITIES SHALL CONTACT THE UTILITY PROTECTION CENTER AT
(1-800-282-7411);
·VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES;
·PROTECT ALL UTILITIES FROM DAMAGE OR INTERRUPTION;
·REPAIR ANY AND ALL DAMAGES THAT OCCUR DUE TO FAILURE TO VERIFY THE LOCATION
OR PROTECT UTILITIES.
5. THE OWNER & DESIGN PROFESSIONAL / LAND SURVEYOR DO NOT GUARANTEE THAT ALL
EXISTING UTILITIES ARE ILLUSTRATED ON THESE PLANS. THE CONTRACTOR SHALL LOCATE
AND VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES.
6. PROTECT ALL UTILITIES FROM DAMAGE THROUGHOUT THE DURATION OF THE PROJECT AND
REPAIR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION
OPERATIONS. REROUTE, RELOCATE AND/OR MODIFY ANY EXISTING UTILITIES THAT APPEAR
ON THE REFERENCE SURVEY (ROADS, ACCESSWAYS, DRAINAGE WAYS, ETC.) IN ORDER TO
MAINTAIN THE FUNCTION OF SAID FACILITIES.
7. PROVIDE ALL TEMPORARY TRAFFIC SAFETY DEVICES INCLUDING BUT NOT LIMITED TO
BARRICADES, SIGNAGE, SIGNAL LIGHTS OR FLAGMEN TO PROTECT THE PUBLIC AT LARGE,
AND CONSTRUCTION PERSONNEL WHILE OPERATING WITHIN PUBLIC STREETS AND / OR
RIGHTS-OF-WAY.
8. ERECT AND MAINTAIN ALL SOIL EROSION CONTROL MEASURES PRIOR TO DEMOLITION
OPERATIONS AND PROTECT ALL ADJACENT PROPERTIES REGARDLESS OF OWNERSHIP.
9. ALL EXISTING PIPING THAT IS TO BE DEMOLISHED WILL BE DEMOLISHED AND REMOVED TO
EARTH SUB-GRADE. MATERIAL IS TO BE DISPOSED OF LEGALLY OFF-SITE.
10.ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIED WITH FLAGGING AND /
OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
11.REMOVE ALL MISCELLANEOUS DEBRIS FROM THE SITE. THAT ARE DESIGNATED TO BE
REMOVED BY THE CITY OF DACULA AND THE DESIGN ENGINEER OR AS DIRECTED IN THE
CONSTRUCTION DOCUMENTS.
12.SAW-CUT SMOOTH LINE BETWEEN PORTIONS OF CURB AND GUTTER TO BE DEMOLISHED
AND REMOVED AND REMAINING PORTIONS.
13.DO NOT PUT ANY EQUIPMENT, MATERIALS, OR DEBRIS ON ANY ADJACENT PROPERTY.
14.CLEAR AND GRUB EXISTING VEGETATION WITHIN THE LIMITS OF DISTURBANCE EXCEPT THE
AREAS WITHIN A DESIGNATED TREE SAVE AREA. SEE SHEET C1.0 DEMOLITION PLAN FOR TREE
FENCE LOCATION.
15.DO NOT BURY ANY CLEARING AND GRUBBING DEBRIS AND / OR DEMOLITION DEBRIS
ON-SITE.
16.BURNING ON-SITE IS NOT PERMITTED.
17.CONTRACTOR TO COORDINATE WITH CITY CORE CONTRACTOR FOR RELOCATION OF
CONSTRUCTION FENCING ADJACENT TO SANJO STREET WIDENING PROJECT.
18.CONTRACTOR IS RESPONSIBLE FOR RELOCATING CITY CORE SILT FENCE ADJACENT TO SANJO
STREET WIDENING PROJECT AS PART OF THE SCOPE OF WORK. CONTRACTOR SHALL
COORDINATE WITH CIT CORE CONTRACTOR ON SUITABLE LOCATION.
LEGEND
SYMBOL DESCRIPTION
CLEAR & GRUB EXISTING TREES & PLANTING WITHIN
THE LIMITS SHOWN
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING STRUCTURES
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING ASPHALT PAVEMENT
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING CONCRETE CURB & GUTTER
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING DRIVEWAY APRON
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING CONCRETE SIDEWALK
DEMOLISH AND REMOVE EXISTING FENCE & GATE
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING WALLS
DEMOLISH AND REMOVE TO EARTH SUB-GRADE
EXISTING DRIVEWAY
REMOVE AND RELOCATE EXISTING MAILBOX TO THE
SIDE OF THE STREET WHERE THE PROPERTY
RESIDES, CONTRACTOR TO COORDINATE WITH
POST OFFICE
EXISTING POWER POLE / LIGHT POLE TO BE
RELOCATED BY GEORGIA POWER, CONTRACTOR TO
COORDINATE WITH UTILITY OWNER
REMOVE EXISTING STORM STRUCTURE & STORM
PIPE
CLEAR & GRUB EXISTING TREE, GRIND STUMP.
A
B
C
D
E
F
G
H
I
J
K
L
D
D
GV
G
G G G G G G G G G G G
G G G G G G G G G G
G G G
G G
G G
G G
W W W W W W W W W W W W W W W W W W
W
W W W W W W W W W
W
W
W
FE
N
C E
FE
N
C E
4'C
LF
4'C
LF
GV
SIDEWALK
CONCRETEAPRON
C O
N C
R E
TEGLM
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
X X
X X
X X
X
W
W
EM
EM
GMGM
GM
GM
GM
GM
IPF
X
LEANTO
C O
N C
R E
TE
C O
N C
R E
TE
C O
N C
R E
TE
CARPORTSHED
FFE=
1083.60
FFE=
1093.54
FFE=
1089.11
FFE=
1084.57 SHED
PP
PP / LP
LP OHE
OHE
OHE
OHE
OHE
40.0' P
R O
P O
S E
D R
IG
H
T O F W
A Y
26.5' E
X
IS
TIN
G
R
IG
H T O
F W A
Y V
A R
IE
S
11.5' 11.5'
26.0'
FC
-FC
R25.0'
A
A A
21.0' 19.0'
A
A
6.0'
±15.8'
MATCH
EXISTING
DRIVEWALK
H
6.0'
±12.4'
MATCH
EXISTING
DRIVEWAY
H
6.0'
±11.1'
MATCH
EXISTING
DRIVEWAY
H
6.0'
±14.8'
MATCH
EXISTING
DRIVEWAY
H A
A A
I I
I I
C B
L
L
LL
26.0'
(FC
-FC
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERSC
C
B
B
F
F
F
B
C 6.0'
±15.8'
MATCH
EXISTING
DRIVEWALK
6.0'
±15.8'
MATCH
EXISTING
DRIVEWALK
O
O
O
PROTECT FIRE HYDRANT &
WATER VALVE MONUMENTS
(TYPICAL)
J
J
J
J
ALL WORK TO
BE PERFORMED
WITHIN THE
RIGHT OF WAY
ALL WORK TO
BE PERFORMED
WITHIN THE
RIGHT OF WAY
REFER TO SHEET C400
FOR FIRE HYDRANT
RELOCATION & UTILITY
MARKER
R
GV
C C C C C C C C C C C C C C
G G G
G G G G G G G G G G G G G G
G G
G G G G
G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
OHE OHE OHE OHE OHE
O H
E O
H E
O H
E
X
XXXX
X X X
X
X X
X
C
C
CCCCCCC
C
CC
C
C C
C
C C
C C
G
G
G G
G
G G
W W
W
W
W W
W
W
W
FH
GMGM
GM
GM
GUARDRAIL
PORCH
FFE
1097.64
S
PP / LP
PP
OHE OHE OHE OHE OHE OHE OHE O
H
E O
H E
O H
E
OHE
O H
E
13.5' 13.5'
40.0' P
R O
P O
S E
D R
IG
H
T O F W
A Y
27.7' E
X
IS
TIN
G
R
IG
H T O
F W A
Y V
A R
IE
S
40.0' P
R O
P O
S E
D R
IG
H
T O F W
A Y
27.7' E
X
IS
TIN
G
R
IG
H T O
F W A
Y V
A R
IE
S
R20.1' R14.3'
ENTRANCE TO CITY HALL
BY OTHERS
ENTRANCE TO CITY HALL
BY OTHERS
26.0'
(FC
-FC
±16.7'
MATCH
EXISTING
DRIVEWALK
A6.4'
±18.1'
MATCH
EXISTING
DRIVEWALK
H
6.3'
±13.6'
MATCH
EXISTING
DRIVEWALK
H
A
A
A A
A
C
B
P
C
A
A
6.2'
±12.0'
MATCH
EXISTING
DRIVEWALK
H
A A
A
I I
I
L L L
L
L
L
I
L
26.0'
(FC
-FC
26.0'
(FC
-FC
26.0'
(FC
-FC
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
F F F
F
B
C C
B
C
B
C
B
6.0'
±15.8'
MATCH
EXISTING
DRIVEWALK
6.0'
F
O
O O
O
PROTECT FIRE HYDRANT &
WATER VALVE MONUMENTS
(REFER TO SHEET C400)
PROTECT FIRE HYDRANT &
WATER VALVE MONUMENTS
(TYPICAL)
J
J
J
J
J J
ALL WORK TO
BE PERFORMED
WITHIN THE
RIGHT OF WAY
REFER TO SHEET C400
FOR FIRE HYDRANT
RELOCATION & UTILITY
HAND RAIL ALONG TURN
DOWN SIDEWALK EDGE TO
GRADE
TIE PROPOSED SIDEWALK TO
EXISTING DRIVEWAY
TIE TO EXISTING
SIDEWALK,
MATCH EXISTING
WIDTH
R16.0' R7.7'
R10.5'
O
TURN UP CURB TO GRADE AT
SIDEWALK
TURN UP CURB TO GRADE AT
SIDEWALK
ONE WAY STREET
J
R
S
B ow m an
C on su lti ng G ro up
L td
S ilv er P ea k
P ar kw ay
S uw an ee
, G A
P ho ne
0)
-6 w w w .b ow m an .c om
B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
O R
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TY
O F
DA
CU
LA
SA
NJ
O
S
TR
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W
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G , P
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G , D
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IN
AG
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W
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PR
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AC
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A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
IS
D
O C
U M
E N
T, T
O G
E
TH
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W
IT
H T
H E
C O
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E P
TS
A
N D
D E
S
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N S
P R
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E N
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D
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IN
, A
S A
N
IN
S
TR
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T O
F S
E R
V
IC
E , I
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IN
TE
N
D E
D O
N
LY
F O
R T
H E
S P
E C
IF
IC
P U
R P
O S
E A
N D
C
LI
E N
T
FO
R W
H
IC
H
IT
W A
S P
R E
P A
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D
R E
U S
E O
F A
N D
IM
P
R O
P E
R R
E
LI
A N
C E
O N
T H
IS
D
O C
U M
E N
T W
IT
H
O U
T W
R
IT
TE
N
A U
TH
O
R
IZ
A
TI
O N
A N
D A
D A
P
TA
TI
O
N B
Y B
O W
M A
N C
O N
S U
LT
IN
G S
H A
LL
B
E W
IT
H
O U
T
LI
A B
IL
IT
Y T
O B
O W
M A
N C
O N
S U
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IN
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V :\2
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B ui ld in g\ E ng in ee rin g\ E ng in ee rin g P la ns
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TS
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7-
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A N
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S
IT
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N ov em be r 2 1, C200
S A
N
JO
S
TR
E E
T R
O A
D P
LA
N
GRAPHIC SCALE
POWER POLE
IMPROVEMENTS BY
OTHERS, COORDINATE
WITH UTILITY COMPANY
POWER POLE
IMPROVEMENTS BY
OTHERS, COORDINATE
WITH UTILITY COMPANY
POWER POLE
IMPROVEMENTS BY
OTHERS, COORDINATE
WITH UTILITY COMPANY
POWER POLE
IMPROVEMENTS BY
OTHERS, COORDINATE
WITH UTILITY COMPANY
LEGEND
LABEL DESCRIPTION DETAIL
A 24" CONCRETE CURB & GUTTER
B STOP SIGN & POST
C 24" STOP BAR
D STOP FOR PEDESTRIAN SIGN & POST
E GA-DOT STANDARD CROSSWALK
TRAFFIC MARKING
F ADA CURB RAMP WITH DET. STRIP
G 30" DOT STANDARD CONCRETE CURB &
GUTTER
H CONCRETE DRIVEWAY APRON
I MAIL BOX, COORDINATE WITH POST
OFFICE FOR RELOCATION.
J HEAVY DUTY ASPHALT PAVEMENT
K CONCRETE SIDEWALK
L GADOT DOUBLE YELLOW CENTERLINE
M GADOT 4" SOLID WHITE LINE
N GADOT 4" SKIP WHITE LINE
O VEHICULAR PAVER CROSSWALK
P STOP SIGN AND POST WITH "DO NOT
ENTER" SIGN ON BACK
R NO LEFT TURN SIGN BELOW STOP SIGN
ON POST
S NO RIGHT TURN SIGN BELOW STOP SIGN
ON POST
SS
S
D
D
D
C
C
C
C
C
C
C
C C
C C
C
C C C C C C C C C C C
C C
C C
C
C C
C
C
C
C
C C
C
C
C
G G
G G G G G G G G G G G G
G G
G
G G
G
G G
X
X
X
FE
N
C E
W W W W
W
W W W W W W W W W W W W
W
W
W
W W
4'CLF
S
S S
S
S S
S
S
S S
S S
S S
S S
FH
WM
WM
WM
WM
WV(2)
WV
WV
O H
E
O H
E
O H
E
CCC
CCCC
CC
C C C
C C C C
C C
C C
C
WM
WM
WV
WV WV
WV
TSB
CWP
TSP
TSB
PP
OHE
O H
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E
O H
E
O H
E
O H
E
O H
EJB
JB
40.0' P
R O
P O
S E
D R
IG
H
T O F W
A Y
27.7' E
X
IS
TIN
G
R
IG
H T O
F W A
Y V
A R
IE
S 81.5'
P R
O P
O S
E D
R
IG
H T O
F W A
Y
14.0' 12.5'
14.3'
R100.0'
R114.3'
R126.5'
R100.0'
R35.4'
R44.8'
94.7°
94.0°
121.4'
18.6' C
E N
TE
R
LIN
E
O
FFS
E T
A
A
C
G
G
E
F
K
26.0'
(FC
-FC
6.4'
±16.7'
MATCH
EXISTING
DRIVEWALK
H
A
A
L
L
L
L
M
N
I
R35.5'
R35.5'
6.5' MATCH EXISTING
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
SEE CITY HALL
PROJECT FOR
SIDEWALK BY
OTHERS
J
J
J
REFER TO SHEET C300
FOR STORM WATER
IMPROVEMENTS
REFER TO SHEET C300
FOR STORM WATER
IMPROVEMENTS
REFER TO SHEET C400
FOR FIRE HYDRANT
RELOCATION & UTILITY
MARKER
B ow m an
C on su lti ng G ro up
L td
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, G A
P ho ne
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B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
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LA
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A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
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D
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N ov em be r 2 1, GRAPHIC SCALE
LEGEND
LABEL DESCRIPTION DETAIL
A 24" CONCRETE CURB & GUTTER
B STOP SIGN & POST
C 24" STOP BAR
D STOP FOR PEDESTRIAN SIGN & POST
E GA-DOT STANDARD CROSSWALK
TRAFFIC MARKING
F ADA CURB RAMP WITH DET. STRIP
G 30" DOT STANDARD CONCRETE CURB &
GUTTER
H CONCRETE DRIVEWAY APRON
I MAIL BOX, COORDINATE WITH POST
OFFICE FOR RELOCATION.
J HEAVY DUTY ASPHALT PAVEMENT
K CONCRETE SIDEWALK
L GADOT DOUBLE YELLOW CENTERLINE
M GADOT 4" SOLID WHITE LINE
N GADOT 4" SKIP WHITE LINE
O VEHICULAR PAVER CROSSWALK
P STOP SIGN AND POST WITH "DO NOT
ENTER" SIGN ON BACK
R NO LEFT TURN SIGN BELOW STOP SIGN
ON POST
S NO RIGHT TURN SIGN BELOW STOP SIGN
ON POST
INTERSECTION CONSTRUCTION PLAN
SCALE: 1" = 20'
PROPOSED SANJO STREET
TWO-WAY TRAFFIC
25 MPH
C201
S A
N
JO
T
A N
N E
R
IN
TE
R
S E
C
TI
O N
P
LA
N
SIGNAL MAST ARM RELOCATED BY GWCDOT
CONTRACTOR TO COORDINATE WITH GWCODOT
SIGNAL IMPROVMENTS BY GWCDOT
CONTRACTOR TO COORDINATE WITH GWCODOT
CITY OF DACULA
PROPERTY
G
G G G G G G G G G G G
G G G G G G G G G G
G G G
G G
G G
G
W W W W W W W W W W W W W W W W W W
W
W W W W W W W W W
W
W
SIDEWALK
12" CMPINV=1084.01
12" CMPINV=1083.71
FH
WM
WM
WM
WM
WM
WV
WV
CONCRETEAPRON
C O
N C
R E
TE
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
WV
X X
X X
X X
X X
X
X X X X
XX
X
X
X X
X X
W
W
EM
EM
FH
GM
GM
GM
WM WM
WV
IPF
X
C O
N C
R E
TE
C O
N C
R E
TE
C O
N C
R E
TE
CARPORT
LP 1085.69
LP 1085.69
1086 1086
1-H.1
CI
PIPE #7.1
1-H
CI
PIPE #7
1-G
CI
PIPE #1.6
1-F
CI PIPE #1.5
1-E
DI
PIPE #1.4
1-D
DI
PIPE #1.3
1-C
DI
PIPE #1.2
1-B
DI
PIPE #1.1
1-A
HW
1097.54
1097.44
1097.17
1096.85
.4
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
EXISTING EXISTING PIPE #1.2.1
1-C.1
HW
EXISTING
C C C C C C C C C C C C C C
G G G
G G G G G G G G G G G G G G
G G
G G G G
G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
WM
WM
OHE OHE OHE OHE OHE
WV
WV(2)
WV(2)
O H
E
XXXX
X X X
X
X X
C
C
CCCCCCC
C
CC
C
C C
C C
C
G
G
G G
W
W
W W
FH
FH
GM
2-WV
WV
2-WV
S
HP 1124.42
1-H.1
CI
PIPE #7.1
1-H
CI
1-I
CI
1-I.1
CI
PIPE #8.1
PIPE #9
1-J
CI
1-J.1
CI
PIPE #10
PIPE #9.1
PIPE #111-K
CI
1-L
CI
ENTRANCE TO CITY HALL
BY OTHERS
ENTRANCE TO CITY HALL
BY OTHERS
1092.62
SS
S
D
D
D
C
C
C
C C
C C
C
C C C C C C C
C C
C C
C
C C
C
C
C C
C
C
G G
G G G G G G G G
G G
G G G
G G
X
X
X
W W W W
W
W W W W W W W W
W
W W
S S
S S
S S
S
S S
S S
S
FH
WM
WM
WV(2)
WV
WV
O H
E
CCC
C
CC
C C C C
C C C
C C
C C
C
WM
WM
WV
WV WV
WV
TSB
JB
JB
HP 1124.42
LP 1117.29
JB
HP 1118.02
JB
112411
2-D
DWCB
PIPE #14
PIPE #13
2-C
JB
PIPE #122-B
JB
2-A
EX. JB
B ow m an
C on su lti ng G ro up
L td
S ilv er P ea k
P ar kw ay
S uw an ee
, G A
P ho ne
0)
-6 w w w .b ow m an .c om
B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
O R
CI
TY
O F
DA
CU
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SA
NJ
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S
TR
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W
ID
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G , P
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G , D
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AG
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M
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CT
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AC
U
LA
, G
A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
IS
D
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U M
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T, T
O G
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TH
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D D
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IN
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P
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GRAPHIC SCALE
STORM LINE FROM STRUCTURE 1-A TO 1-G
ARE N.I.C. INSTALLED UNDER ADMINISTRATION
BUILDING COMPLEX PROJECT, TIE PROPOSED
STORM PIPE TO EXISTING STRUCTURE
THERE IS NO TEMPORARY CONSTRUCTION
EASEMENT. ALL WORK TO BE PERFORMED
WITHIN RIGHT OF WAY
THERE IS NO TEMPORARY CONSTRUCTION
EASEMENT. ALL WORK TO BE PERFORMED
WITHIN RIGHT OF WAY
EXISTING STORM STRUCTURE 1-F
CONTRACTOR TO REMOVE TEMPORARY 12"
HDPE DRIVEWAY CULVERT PIPE AND PLUG
STRUCTURE WHERE PIPE WAS REMOVED
REMOVE EXISTING 12" DRIVEWAY
CULVERT TO STRUCTURE 1-F
REMOVE EXISTING 12" DRIVEWAY
CULVERT TO STRUCTURE 1-F
M A
TC
H
LI
N
E S
TA
+0
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C on su lti ng G ro up
L td
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P ar kw ay
S uw an ee
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P ho ne
0)
-6 w w w .b ow m an .c om
B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
O R
CI
TY
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NJ
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PR
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VE
M
EN
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P
RO
JE
CT
C
IT
Y O
F D
AC
U
LA
, G
A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
IS
D
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U M
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T, T
O G
E
TH
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\S A
N
JO
S H
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TS
\2
7-
-D S
A N
JO
C
G R
P .d w g
N ov em be r 2 1, C310
R O
A D
P R
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FI
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1- L
C I
IN
V
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(1 8"
R
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2.
PIPE #11
26 LF 18 '' RCP CLASS III @ 1.2%
1- K
C I
IN
V
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T
.5
(1 8"
IN
V
IN
4.
(1
8"
R
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2.
PIPE #10
122 LF 18 '' RCP CLASS III @ 9.6%
1- J
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V
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T
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(1 8"
IN
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IN
2.
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IN
V
IN
2.
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R
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1.
PIPE #9
102 LF 18 '' RCP CLASS III @ 5.5%
1- I C
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IN
V
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(2 4"
IN
V
IN
7.
(1 8"
IN
V
IN
7.
(1
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R
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5.
PIPIE #8
161 LF 24 '' RCP CLASS III @ 4.1%
1- H
C I
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V
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IN
V
IN
0.
(2 4"
IN
V
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0.
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8"
R
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8.
PIPE #7
198 LF 24 '' RCP CLASS III @ 1.1%
1- G
C I
IN
V
IN
7.
(2 4"
R
IM
6.
Sanitary Sewer
25YR HGL
100YR HGL
EX. 16" DIP WATER
MAIN CROSSING
B ow m an
C on su lti ng G ro up
L td
S ilv er P ea k
P ar kw ay
S uw an ee
, G A
P ho ne
0)
-6 w w w .b ow m an .c om
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L td
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IN
N
ET
T
C O
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TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
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CI
TY
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AC
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LA
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A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L S
F0
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
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D
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T, T
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TH
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N ov em be r 2 1, C320
S
TO
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IN
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R
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7.
PIPE #14
45 LF 18 '' RCP CLASS III @ 0.5%
2- C
J B
IN
V
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T
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IN
V
IN
1.
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8"
R
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8.
PIPE #13
29 LF 18 '' RCP CLASS III @ 0.5%
2- A
E X
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IN
V
O U
T
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IN
V
IN
1.
(1 8"
IN
V
IN
1.
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8"
R
IM
0.
ASM.
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4.0'
ASM.
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4.0'
ASM.
COVER
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COVER
4.0'
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V
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V
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0.
(2 4"
IN
V
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0.
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R
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8.
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V
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8.
PIPE #7.1
26 LF 18 '' RCP CLASS III @ 1.2%
1- I C
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IN
V
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T
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IN
V
IN
7.
(1 8"
IN
V
IN
7.
(1
8"
R
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5.
1- I.1
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V
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R
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5.
PIPE #8.1
26 LF 18 '' RCP CLASS III @ 1.2%
1- J
C I
IN
V
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T
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(1 8"
IN
V
IN
2.
(1 8"
IN
V
IN
2.
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8"
R
IM
1.
1- J.
C
I
IN
V
O U
T
.0
(1 8"
R
IM
1.
PIPE #9.1
26 LF 18 '' RCP CLASS III @ 1.2%
25YR HGL
100YR HGL
25YR HGL
100YR HGL
25YR HGL
100YR HGL
25YR HGL
100YR HGL
EX. 16" DIP WATER
MAIN CROSSING
EX. 16" DIP WATER
MAIN CROSSING
EX. 16" DIP WATER
MAIN CROSSING
EX. 16" DIP WATER
MAIN…
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