Laredo_Street_Sidewalks_100%.pdf
PDF 19 MB Posted
- Attached to
- OCEAN PARK PARKING-PHASE 1 State and local contract opportunity
- Solicitation number
- 26-019
- Issued by
- Santa Rosa County, Florida
About this file
This is a 100% construction design submission document for the Laredo Street Sidewalk project in Navarre, Florida, prepared by Rebol-Battle & Associates Civil Engineers and Surveyors. The project encompasses approximately 4.7 miles of new 5-foot-wide concrete sidewalk construction along Laredo Street, extending from Station 30+00 to Station 77+02.70, along with associated site improvements including driveway reconstruction, stormwater management features, and utility relocations. The design package includes comprehensive plan and profile drawings, cross-sections at regular intervals, erosion control details, site layouts showing existing and proposed conditions, and standard construction details for sidewalks, driveways, and related infrastructure. The project involves demolition of approximately 1,281 square yards of existing pavement, construction of approximately 1,500 square yards of new concrete driveways, installation of multiple mailboxes, creation of swales for stormwater drainage, and construction of a boardwalk section in wetland areas. Multiple utility conflicts are identified throughout the project, particularly with existing 4-inch polyethylene gas mains requiring coordination with Okaloosa Gas, and various buried telecommunications and water infrastructure requiring protection or relocation.
The sealed bid solicitation was issued by the Santa Rosa County Board of County Commissioners through the OpenGov Procurement portal with a question submission deadline of 12:00 p.m. on Monday, February 23, 2026, and a bid submission deadline of 10:15 a.m. on Monday, March 9, 2026, with public opening via Teams. Properly licensed and insured contractors are required to submit bids, with the county encouraging participation from small businesses, minority-owned businesses, women-owned businesses, and disadvantaged business enterprises. The county reserves the right to waive irregularities in bids, reject any or all bids for documented reasons, and award to the bidder deemed most advantageous to Santa Rosa County. No specific contract pricing, funding amounts, or award date information is provided in the design documents; those details are contained in the separate bid solicitation memorandum and procurement portal.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| OCEAN_PARK_PARKING-PHASE_1_(Addendum_#2_Revision).pdf | ||
| OCEAN_PARK_PARKING-PHASE_1.pdf | ||
| DRAFT_Construction_Agreement_052026.pdf | ||
| Civil_and_Landscaping_Plans_(1).pdf | ||
| Survey.pdf | ||
| Ocean_Park_Parking_Technical_Specifications.pdf | ||
| Subsurface_Utility_Report.pdf | ||
| PERFORMANCE_BOND.pdf | ||
| PAYMENT_BOND.pdf | ||
| Laredo_Street_Sidewalks.pdf | ||
| Laredo_Street_Sidewalks.pdf | ||
| Laredo_Street_Sidewalks.pdf | ||
| Laredo_Street_Sidewalks.pdf | ||
| 26-019_Draft_Contract.pdf | ||
| 26-019_Draft_Contract.pdf | ||
| 26-019_Draft_Contract.pdf | ||
| 26-019_Draft_Contract.pdf | ||
| Laredo_Street_Sidewalks_100%.pdf | ||
| Laredo_Street_Sidewalks_100%.pdf | ||
| Laredo_Street_Sidewalks_100%.pdf |
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Text version
VICINITY MAP
INDEX OF DRAWINGS
SCALE: 1"=1000'
RBA PROJECT NO.: 2024.074
REBOL-BATTLE & ASSOCIATES
Civil Engineers and Surveyors
RBA
SITE LOCATION
2301 N. Ninth Avenue, Suite 300 Pensacola, Florida 32503 Telephone 850.438.0400
Fax 850.438.0448
EB 00009657 LB7916
January 26, 2026
PROPOSED CENTERLINE GEOMETRY,
BENCHMARK LOCATION & OVERALL KEY SHEET
SUMMARY OF QUANTITIES
EROSION CONTROL DETAILS
EXISTING SITE, DEMOLITION AND SITE PLAN
SITE DETAILS
PLAN & PROFILE
CROSS SECTIONS
C1.0
C1.1 C1.2 C2.0-C2.7 C2.8-C2.10 C3.0-C3.7 C4.0-C4.10
SITE CONSTRUCTION PLANS
FOR
LAREDO STREET SIDEWALKS
LAREDO STREET
NAVARRE, FLORIDA 32566
100% SUBMITTAL
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING "RELEASED FOR
CONSTRUCTION" DRAWINGS FROM REBOL-BATTLE & ASSOCIATES BEFORE
BEGINNING CONSTRUCTION. REBOL-BATTLE & ASSOCIATES WILL NOT BE
RESPONSIBLE FOR ANY CONSTRUCTION BASED ON PLANS THAT HAVE
NOT BEEN RELEASED FOR CONSTRUCTION.
2. REBOL-BATTLE CAN ONLY GUARANTEE THE ACCURACY OF THE PLAN
SHEETS THAT HAVE BEEN SIGNED AND SEALED AND RELEASED FOR
CONSTRUCTION. AUTOCAD FILES THAT HAVE BEEN OBTAINED BY THE
CONTRACTOR SHALL ONLY BE USED FOR SUPPLEMENTAL INFORMATION
AND SHALL NOT BE USED AS CONSTRUCTION DOCUMENTS.
3. SHOULD THE CONTRACTOR OBTAIN AUTOCAD FILES FOR THIS PROJECT,
THE ONLY POINTS IN THE FILE THAT SHALL BE USED FOR VERTICAL
INFORMATION ARE THOSE SPECIFICALLY DESIGNATED AS “BENCHMARK”,
WHICH DOES NOT INCLUDE A TEMPORARY BENCH MARK (TBM), AND IS
SHOWN ON THE SIGNED AND SEALED RELEASED FOR CONSTRUCTION
PLANS. THE ONLY POINTS THAT SHALL BE USED FOR HORIZONTAL
CONTROL ARE THOSE DESIGNATED AS MONUMENTED CONTROL POINTS
AND ARE SHOWN ON THE SIGNED AND SEALED RELEASED FOR
CONSTRUCTION PLANS. ANY OTHER POINTS CONTAINED WITHIN THE
AUTOCAD FILE SHALL NOT BE USED AS A REFERENCE POINT.
HWY 98 - NAVARRE PKWY
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M:\RBA TITLE BLOCKS\RBA 2006\TITLE BLOCKS\24X36\RBA-SHT-2436.DWG
30+00.00 N:520469.3572 E:1221369.7201
77+02.70 N:520295.8703
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C:\P\2024.074 LAREDO SIDEWALK IMPROVEMENTS\DRAWINGS\C1.0 EXISTING SITE.DWG
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( IN FEET )
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- TOP ELEVATION - INVERT ELEVATION - ELEVATION - TEMPORARY BENCHMARK - RIGHT-OF-WAY - TEMPORARY BENCHMARK - PAGE - PLAT BOOK - DRIVEWAY - POINT OF INTERSECTION - CORRUGATED METAL PIPE - REINFORCED CONCRETE PIPE - CORRUGATED PLASTIC PIPE - PLAT - BENCHMARK - CENTERLINE OF RIGHT-OF-WAY - SIDEWALK - FOUND CAPPED IRON ROD - FOUND 4" SQUARE CONCRETE MONUMENT - FOUND IRON PIPE - FOUND IRON ROD - FOUND NAIL & DISK - FOUND ALLOY FDOT CAPPED ROD - STREET NAME SIGN - WATER METER - MAIL BOX - TELEPHONE PEDESTAL - AT&T PEDESTAL - WATER VALVE - GUY ANCHOR - ELECTRICAL PEDESTAL - WATER STUB-OUT - FIBER OPTIC VAULT - JUNCTION BOX (1.0' x 1.0')
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- SET 1/2" CIR SRCE - REF. PT. - OVERHEAD UTILITY - BURIED CABLE TV - BURIED GAS - BURIED WATERMAIN - BURIED SANITARY SEWER - UTILITY POLE - EXISTING SPOT ELEVATION - ASPHALT - CONCRETE - EXISTING CONTOUR - SIGN (SINGLE SUPPORT) - AT&T BOLLARD - LIGHT POLE - TRAFFIC CONTROL BOX - PEDESTRIAN CROSSING SWITH - TRAFFIC SIGNAL POLE - DRAINAGE MANHOLE - AT&T CONTROL BOX - CABLE TV BOLLARD - SEWER METER - SEWER VALVE - EXISTING FIRE HYDRANT - CABLE TV PEDESTAL - BURIED GAS LINE BOLLARD
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P:\2024\2024.074 LAREDO SIDEWALK IMPROVEMENTS\DRAWINGS\C1.0 EXISTING SITE.DWG
GENERAL NOTES FOR SOIL EROSION AND SEDIMENT CONTROL: DUST CONTROL:
PROPOSED SEQUENCE OF CONSTRUCTION:
TEMPORARY SEEDING DETAILS:
PERMANENT SEEDING DETAILS:
STABILIZED CONSTRUCTION
ENTRANCE DETAIL
TREE BARRICADE DETAIL
FILTER BAG DETAIL FOR
TRENCH DEWATERING OPERATIONS PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
BARRIER FOR PAVED DITCH
MATERIAL STOCKPILE DETAIL
BARRIER FOR UNPAVED DITCH
STRAW BALES BACKED BY FENCE
SILT FENCE APPLICATIONS
SILT FENCE DETAIL
STRAW BALE DETAIL
BARRIERS FOR FILL SLOPES
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No.76144
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SILT FLOW
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1. ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. 3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. 4. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, SECTIONS 104, 570, 981, 982, 983, 985, & 987. *5. A BITUMINOUS CONCRETE BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE BITUMINOUS CONCRETE BASE SHALL BE INSTALLED WITHIN 15 DAYS OF THE PRELIMINARY GRADING. *6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A THICKNESS OF TWO (2) TO FOUR (4) INCHES MIXED WITH THE TOP TWO (2) INCHES OF SOIL, ACCORDING TO STATE STANDARDS. *7. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E. SLOPES GREATER THAN 3:1). *8. A CRUSHED LIMEROCK, VEHICLE WHEEL-CLEANING BLANKET SHALL BE INSTALLED AT THE CONTRACTOR'S STAGING YARD AND/OR STOCKPILE AREAS TO PREVENT OFF-SITE TRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES ONTO PUBLIC ROADS. BLANKET SHALL BE 15FT. X 50FT. X 6IN. (MINIMUM), CRUSHED LIMEROCK 2 1/2 INCHES IN DIAMETER. SAID BLANKET SHALL BE UNDERLAIN WITH A FDOT CLASS 3 SYNTHETIC FILTER FABRIC AND MAINTAINED IN GOOD ORDER. 9. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. *10. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL. 11. UNFILTERED DEWATERING IS NOT PERMITTED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. 12. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATION COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL. 13. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT. 15. ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE NUMBER 2 (ABOVE). 16. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 17. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED REGULARLY. 18. ALL CATCH BASIN INLETS SHALL BE PROTECTED WITH HAY BALES AS SHOWN ON DETAIL. 19. THE CONTRACTOR SHALL PREPARE A PLAN FOR THE PROPER DEWATERING AND DOWNSTREAM SILTATION PROTECTION OF EACH STREAM CROSSING PRIOR TO EXCAVATING THE STREAM BED. PLAN SHALL BE FORWARDED TO THE ENGINEER FOR APPROVAL. THE ENGINEER SHALL BE NOTIFIED FOR INSPECTION PRIOR TO EACH STREAM CROSSING CONSTRUCTION. 20. ANY AREAS USED FOR THE CONTRACTOR'S STAGING, INCLUDING BUT NOT LIMITED TO, TEMPORARY STORAGE OF STOCKPILED MATERIALS (E.G. CRUSHED STONE, QUARRY PROCESS STONE, SELECT FILL, EXCAVATED MATERIALS, ETC.), SHALL BE ENTIRELY PROTECTED BY A SILT FENCE ALONG THE LOW ELEVATION SIDE TO CONTROL SEDIMENT RUNOFF. * WHERE APPLICABLE
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1. ALL AREAS OF CLEARING AND EMBANKMENT AS WELL AS CONSTRUCTION HAUL ROADS SHALL BE TREATED AND MAINTAINED IN SUCH A MANNER AS TO MINIMIZE ANY DUST GENERATION. 2. DISTURBED AREAS SHALL BE MAINTAINED IN A ROUGH GRADED CONDITION AND TEMPORARILY SEEDED AND/OR MULCHED UNTIL PROPER WEATHER CONDITIONS EXIST FOR THE ESTABLISHMENT OF PERMANENT VEGETATION COVER. 3. IN EVENT OF EMERGENCY CONDITIONS, TILLAGE WILL BE SATISFACTORY FREE BEFORE SOIL BLOWING STARTS. 4. CALCIUM CHLORIDE MAY BE APPLIED TO UNPAVED ROADWAY AREAS, ONLY, SUBJECT TO THE ENGINEER'S APPROVAL AND CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS, SECTION 104, LATEST EDITION.
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1. THE INSTALLATION OF ALL SEDIMENT AND EROSION CONTROL DEVICES THAT CAN BE PLACED PRIOR TO ANY MAJOR SOIL DISTURBANCES. 2. CLEAR AND REMOVE ALL EXISTING VEGETATION IN THOSE AREAS WHERE NECESSARY. ALL REMAINING VEGETATION IS TO BE PROPERLY PROTECTED AND IS TO REMAIN IN ITS NATURAL STATE. TOPSOIL IN AREAS TO BE DISTURBED IS TO BE STRIPPED TO A MINIMUM DEPTH OF SIX (6) INCHES AND STOCKPILED SEPARATELY FROM FROM OTHER EXCAVATED SOIL(S) 3. THE IMMEDIATE INSTALLATION OF ALL REMAINING SEDIMENT AND EROSION CONTROL DEVICES. 4. PERFORM ALL DEMOLITION WORK. 5. CONSTRUCT ALL UNDERGROUND UTILITIES AND STORM DRAIN SYSTEMS. 6. CONSTRUCT ROADS (SUBGRADE, CURB & GUTTER, BASE, PAVEMENT, SIDEWALKS AND LANDSCAPING). 7. COMPLETE STORMWATER PONDS. 8. UPON THE COMPLETION OF THE CONSTRUCTION ACTIVITIES, PROVIDE RESTORATION, FINE GRADE REMAINDER OF SITE, RESPREAD STOCKPILED TOPSOIL AND STABILIZE WITH PERMANENT VEGETATIVE COVER AND LANDSCAPING. 9. THE REMOVAL OF APPROPRIATE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.
AutoCAD SHX Text SEED BED PREPARATION: SOIL TO BE THOROUGHLY PULVERIZED BY DISK-HARROWING AND BE LOOSE AND REASONABLY SMOOTH. APPLY FERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS./ACRE TO PROVIDE A SOIL pH OF 5.5 TO 6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4". ADD SANDY LOAM TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE REQUIRED. SEED MIXTURE CONSISTING OF ANNUAL RYE (LOLIUM MULTIFLORUM) AT A RATE OF 174 LBS/ACRE. SEED BED PREPARATION: : SOIL TO BE THOROUGHLY PULVERIZED BY DISK-HARROWING AND BE LOOSE AND REASONABLY SMOOTH. APPLY FERTILIZER AT A RATE OF 260 LBS/ACRE OF 16-16-16 OR EQUIVALENT, APPLY DOLOMITIC LIMESTONE AT A RATE OF 800 TO 1000 LBS./ACRE TO PROVIDE A SOIL pH OF 5.5 TO 6.5, LIME & FERTILIZER TO BE WORKED INTO THE TOPSOIL TO A DEPTH OF 4". ADD SANDY LOAM TOPSOIL TO A MINIMUM OF TWO (2) INCHES WHERE REQUIRED. SEED MIXTURE CONSISTING OF RATE PURITY GERMINATION RATE PURITY GERMINATION RATE PURITY GERMINATION PURITY GERMINATION PURITY GERMINATION GERMINATION GERMINATION ARGENTINE BAHIA 260 LBS/AC. 95% 80% PENSACOLA BAHIA 260 LBS/AC. 95% 40%(MIN.)-80%(TOTAL) SODDING: SOD SHALL BE WELL ROOT MATTED CENTIPEDE OR BAHIA GRASS COMMERCIALLY CUT TO A MINIMUM DIMENSION OF 12" x 24" A MAXIMUM OF 72 HOURS PRIOR TO PLACEMENT. SOD SHALL BE LIVE, FRESH AND UNINJURED, REASONABLY FREE OF WEEDS AND OTHER GRASSES, WITH A HEAVY SOIL MAT ADHERING TO THE ROOT SYSTEM. SOD SHALL BE GROWN, CUT, AND SUPPLIED BY A STATE CERTIFIED GROWER. TRAFFIC CONTROL STANDARDS: 1. CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO ONSITE ACCESS BY MEANS SO DESIGNATED BY THE ENGINEER, POLICE/SHERIFF DEPARTMENT, COUNTY HIGHWAY DEPARTMENT, AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION. 2. TRAFFIC DURING WET WEATHER SHALL BE MINIMIZED AND APPROPRIATE ROADWAY AND SITE CLEAN-UP SHALL BE PROVIDED BY THE CONTRACTOR AS SOON AS WEATHER CONDITIONS PERMIT. TREE PROTECTION: 1. DAMAGED TRUNKS OR EXPOSED ROOTS WILL BE PAINTED IMMEDIATELY WITH A GOOD GRADE OF "TREE PAINT". 2. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE FLUSH TO TRUNK OR MAIN BRANCH AND THAT AREA PAINTED IMMEDIATELY WITH A GOOD GRADE OF TREE PAINT.
AutoCAD SHX Text DESCRIPTION: FILTER BAGS WILL BE USED AS AN EFFECTIVE FILTER MEDIUM TO CONTAIN SAND, SILT AND FINES WHEN TRENCH DEWATERING. THE WETLAND FILTER BAG CONTAINS THESE MATERIALS WHILE ALLOWING THE WATER TO FLOW THROUGH THE FABRIC. INSTALLATION: WETLAND FILTER BAGS MAY REPLACE HAY BALE CORRALS DURING TRENCH DEWATERING, AT THE DISCRETION OF THE ENGINEER INSPECTOR. TO INSURE PROPER INSTALLATION, FILTER BAGS WILL BE PLACED ON RELATIVELY FLAT TERRAIN FREE OF BRUSH AND STUMPS TO AVOID RUPTURES AND PUNCTURES. PROPER INSTALLATION REQUIRES CUTTING A SMALL HOLE IN THE CORNER OF THE BAG, INSERTING THE PUMP DISCHARGE HOSE, AND THEN SECURING THE DISCHARGE HOSE TO THE BAG WITH A HOSE CLAMP. FILTER BAGS WILL BE PLACED AS FAR AWAY FROM FLOWING STREAMS AND WETLANDS AS POSSIBLE. MAINTENANCE: PRIOR TO REMOVING A BAG FROM THE HOSE, THE BAG WILL BE TIED OFF BELOW THE END OF THE HOSE ALLOWING THE BAG TO DRAIN. DRAINAGE WILL NOT BE ALLOWED THROUGH THE INLET HOLE. TO AVOID RUPTURE, THE BAGS WILL BE ATTENDED AND PUMPING RATES MONITORED. ONCE THE BAG IS INFLATED TO A HEIGHT OF 4 FEET, PUMPING WILL STOP TO AVOID RUPTURE. FILTER BAGS USED DURING CONSTRUCTION WILL BE BUNDLED AND REMOVED FOR PROPER DISPOSAL. SPECIFICATION: FILTER BAGS ARE CONSTRUCTED OF NON-WOVEN GEOTEXTILE FABRIC. A MAXIMUM OF ONE SIX INCH DISCHARGE HOSE WILL BE ALLOWED PER FILTER BAG. BAG CAPACITY WILL BE EXCEEDED BEYOND 2,000 GALLONS PER MINUTE. TYPICAL BAG DIMENSIONS ARE 15 FEET BY 13.25 FEET. TO HELP PREVENT PUNCTURES, GEOTEXTILE FABRIC WILL BE PLACED BENEATH THE FILTER BAG WHEN USED IN WOODED LOCATIONS. UNATTENDED FILTER BAGS WILL BE ENCIRCLED WITH A HAY BALE OR SILT FENCE CORRAL. HOSE CLAMPS WILL BE USED TO SECURE THE DISCHARGE HOSE, WIRE OR STRING WILL NOT BE USED.
AutoCAD SHX Text NOTE: ALL PROTECTED TREES AS SHOWN ON THE PLANS TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING AT THE DRIP LINE OF EACH PROTECTED TREE BEFORE WORKING IN THE VICINITY OF THE TREE.
AutoCAD SHX Text PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.
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FLOW
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SWALE
AutoCAD SHX Text TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
AutoCAD SHX Text TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
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FLOW
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PLAN
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ELEVATION
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ELEVATION
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PLAN
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CROSS SECTION
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PLAN VIEW
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PARTIAL INLET
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COMPLETED INLET
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DITCH BOTTOM INLET
AutoCAD SHX Text ANCHOR BALES WITH (2)-2"x2"x4' STAKES PER BALE.
AutoCAD SHX Text DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
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NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER.
AutoCAD SHX Text SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED IN ACCORDANCE WITH CHART I, SHEET 1 OF 3, INDEX NO. 102
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FLOW
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ELEVATION
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PLAN
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1' MIN. RECOMMENDED
AutoCAD SHX Text APPLICATION AND SPACING: THE USE OF TYPES I & THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TO THE CONDITIONS OUTLINED IN CHART I, SHEET 1 OF 3, INDEX NO. 102
AutoCAD SHX Text ANCHOR LOWER BALES WITH 2 - 2"X2"X4' STAKES PER BALE. ANCHOR TOP BALES TO LOWER BALES WITH 2 - 2"X2"X4' STAKES PER BALE.
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ANCHOR BALES WITH 2 - 2"X2"X4' STAKES PER BALE
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FLOW
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FLOW
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TYPE III SILT FENCE
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PROTECTION AROUND DITCH BOTTOM INLETS.
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TYPE III SILT FENCE
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TYPE III SILT FENCE
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SILT FLOW
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PLAN
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PLAN
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ELEVATION
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ELEVATION
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TYPE II
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TYPE I
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5' TYP.
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1' MIN. RECOMMENDED
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1' MIN. RECOMMENDED
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5' TYP.
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50' ON CENTER (TYP.)
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PUBLIC ROADWAY
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6" MIN.
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50' MIN.
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FIBERTEX (OR APPROVED EQUAL). MATERIAL ATTACHED TO WIRE FENCE
AutoCAD SHX Text 2"x4" OR 3" TREATEDTIMBER POST @ 6' O.C. (TYPICAL)
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WIRE FENCE
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TOE OF FABRIC
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COMPACTED SOIL
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FLOW
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STAKED & ENTRENCHED STRAW BALE
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COMPACTED SOIL TO PREVENT PIPING TOE OF FABRIC
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SEDIMENT LADEN RUNOFF
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BINDING WIRE OR TWINE
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FILTERED RUNOFF
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FILTER FABRIC (SEE GENERAL NOTE 8)
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EXISTING GROUND
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FILTER BAG
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GROUND SURFACE
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HOSE CLAMP
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WOODEN STAKES
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PUMP DISCHARGE HOSE
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FILTER BAG
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SET ON FILTER BAG
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HOSE CLAMP
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WOODEN STAKES
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PUMP DISCHARGE HOSE
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APRON
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CURB & GUTTER
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OPEN RISER
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CURB & GUTTER
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SIDEWALK
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STOCKPILE OF ERODIBLE MATERIAL
AutoCAD SHX Text ANCHOR PINS No. 5 STEEL BARS TWO PER STRAW BALE
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STRAW BALES
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POST
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RAIL
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ANCHOR BALES WITH (2)-2"X2"X4' STAKES PER BALE.
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LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM EDGE OF BALES.
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SOD
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SOD
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RAIL
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POST
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
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5' MIN.
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SAND BAGS
AutoCAD SHX Text WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS (APPROX. 12' X 12'). SECURE EDGES BY ENTRENCHING AND EXTEND UNDER BAGS AND BALES. FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD SPECIFICATIONS. COST OF FABRIC TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, TN.
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FILL SLOPE
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
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ANCHOR BALES WITH (2)-2"X2"X4' STAKES PER BALE.
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BALES TO BUTT
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6" MIN
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FILL SLOPE
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OVERLAP ENDS
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ANCHOR BALES WITH (2)-2"X2"X4' STAKES PER BALE.
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AS REQUIRED
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TYPE A OR B
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LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES.
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FILTER FABRIC
C:\P\2024.074 LAREDO SIDEWALK IMPROVEMENTS\DRAWINGS\C1.1 NPDES.DWG
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LAREDO STREET (60' R/W)
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30+75.4 27.5
30+68.8 27.5
30+84.4 40.9
31+06.7 40.8
31+15.7 27.5
31+76.7 18.0
32+65.7 27.3
32+83.0 22.7
34+55.5 27.1
34+85.7
27.1 34+99.2
27.0
35+15.6 22.7
35+54.6 10.233+15.2
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33+06.7 22.7
33+30.6 27.233+06.7
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35+34.8 22.7
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2024.074 1/26/2026
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LEGEND
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TOM THUMB STORE
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CONCRETE
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GRASS
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GRASS
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GRAVEL LOT
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CONC. S/W
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CONC. PAD
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GRASS
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GRASS
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DRAINAGE INLET W/ SLOT ON WEST SIDE. TE= 30.94' SLOT EL.= 30.39'
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DRAINAGE INLET W/ SLOT ON EAST SIDE. TE= 30.36' SLOT EL.= 29.77'
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NORTH R/W LINE
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SOUTH R/W LINE
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CONC. S/W
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NORTH R/W LINE
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3.0' HIGH WOOD SPLIT RAIL FENCE
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4.0' HIGH WIRE FENCE
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BICYCLE SIGN
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25 MPH & NO TRUCKS THRU
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GRASS
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DIRT DWY.
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DIRT DWY.
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EAST R/W LINE
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WEST R/W LINE
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DIRT DWY.
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CONCRETE DWY.
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GRASS
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GRASS
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GRASS
AutoCAD SHX Text PARCEL ID: 20-2S-26-0000-00520-0000 OBSIDIAN MI 1 LLC 11995 EL CAMINO REAL SAN DIEGO, CA 92130-2539 O.R. 4396 PG. 1893
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0420 WELLS JACK T. & KIM J. P.O. BOX 1092 HILLSBOROUGH, NH 03244-1092 O.R. 3935 PG. 901
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0410 GATTIS DIANE MORRIS 2315 COUNTY ROAD 283 HARWOOD, TX 78632-4179 O.R. 4184 PG. 914
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01200-0010 WETZSTEIN JAMES V. & ANN M. 8441 LAREDO STREET NAVARRE, FL 32566-1094 O.R. 1365 PG. 894
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0013 PELITER JOSHUA M. 12201 WOODCHASE CIR. ANCHORAGE, AK 99516-2052 O.R. 3908 PG. 1334
AutoCAD SHX Text PARCEL ID: 20-2S-26-0000-00514-0000 BRYANT RACING EQUIPMENT INC. 1900 HIGHWAY 87 SUITE N NAVARRE, FL 32566-1064 O.R. 1757 PG. 280
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LOT 1, BLOCK 12 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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LOT 1, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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WEST LINE OF FIRST ADDITION TO NAVARRE
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WEST LINE OF FIRST ADDITION TO NAVARRE
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LOT 43, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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LOT 42, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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"NOT INCLUDED" IN PLAT OF FIRST ADDITION TO NAVARRE
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"NOT INCLUDED" IN PLAT OF FIRST ADDITION TO NAVARRE
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LOT 41, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0420 WELLS JACK T. & KIM J. P.O. BOX 1092 HILLSBOROUGH, NH 03244-1092 O.R. 3935 PG. 901
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0012 DUPORTE JAHMAL J. 8467 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 128
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STA. 30+75.00 30.51' RT.
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ASPHALT
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CONCRETE DWY.
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GV
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GV
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SAWCUT & REMOVE 48 SY OF ASPHALT DRIVEWAY
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RELOCATE SIGN
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RELOCATE BURIED GAS LINE MARKER
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REMOVE 54 SY OF GRAVEL DRIVEWAY
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SAW-CUT & REMOVE 77SY CONCRETE DRIVEWAY
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FIBER OPTIC CABLE PULL-BOX (TYP)
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RE-LOCATE WATER METER
AutoCAD SHX Text EXISTING 4" PE GAS MAIN POTENTIAL CONFLICT W/ SAWCUT & REMOVAL OF EXISTING DRIVE LOCATE & PROTECT
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EXISTING 4" PE GAS MAIN NO CONFLICT
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EXISTING 2" PE GAS MAIN
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TOM THUMB STORE
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CONCRETE
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GRASS
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GRASS
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GRAVEL LOT
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CONC. S/W
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CONC. PAD
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DRAINAGE INLET W/ SLOT ON WEST SIDE. TE= 30.94' SLOT EL.= 30.39'
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DRAINAGE INLET W/ SLOT ON EAST SIDE. TE= 30.36' SLOT EL.= 29.77'
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NORTH R/W LINE
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SOUTH R/W LINE
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CONC. S/W
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NORTH R/W LINE
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3.0' HIGH WOOD SPLIT RAIL FENCE
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4.0' HIGH WIRE FENCE
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BICYCLE SIGN
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DIRT DWY.
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EAST R/W LINE
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WEST R/W LINE
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DIRT DWY.
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CONCRETE DWY.
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GRASS
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GRASS
AutoCAD SHX Text PARCEL ID: 20-2S-26-0000-00520-0000 OBSIDIAN MI 1 LLC 11995 EL CAMINO REAL SAN DIEGO, CA 92130-2539 O.R. 4396 PG. 1893
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0420 WELLS JACK T. & KIM J. P.O. BOX 1092 HILLSBOROUGH, NH 03244-1092 O.R. 3935 PG. 901
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0410 GATTIS DIANE MORRIS 2315 COUNTY ROAD 283 HARWOOD, TX 78632-4179 O.R. 4184 PG. 914
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01200-0010 WETZSTEIN JAMES V. & ANN M. 8441 LAREDO STREET NAVARRE, FL 32566-1094 O.R. 1365 PG. 894
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0013 PELITER JOSHUA M. 12201 WOODCHASE CIR. ANCHORAGE, AK 99516-2052 O.R. 3908 PG. 1334
AutoCAD SHX Text PARCEL ID: 20-2S-26-0000-00514-0000 BRYANT RACING EQUIPMENT INC. 1900 HIGHWAY 87 SUITE N NAVARRE, FL 32566-1064 O.R. 1757 PG. 280
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LOT 1, BLOCK 12 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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LOT 1, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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WEST LINE OF FIRST ADDITION TO NAVARRE
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WEST LINE OF FIRST ADDITION TO NAVARRE
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"NOT INCLUDED" IN PLAT OF FIRST ADDITION TO NAVARRE
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LOT 41, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0420 WELLS JACK T. & KIM J. P.O. BOX 1092 HILLSBOROUGH, NH 03244-1092 O.R. 3935 PG. 901
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0012 DUPORTE JAHMAL J. 8467 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 128
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STA. 30+75.00 30.51' RT.
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ASPHALT
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CONCRETE DWY.
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GV
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GV
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CONSTRUCT 5' CONCRETE SIDEWALK
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INSTALL DETECTABLE WARNING (TYPICAL AT CROSSWALKS)
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INSTALL WHITE THERMOPLASTIC STOP BAR
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INSTALL WHITE THERMOPLASTIC CROSSWALK
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CONSTRUCT 5' CONCRETE SIDEWALK
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CONSTRUCT 96SY 6" CONCRETE DRIVEWAY
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CONSTRUCT 77SY 6" CONCRETE DRIVEWAY
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EXISTING STORMWATER PIPE
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EXISTING STORMWATER STRUCTURE
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ROUTE SIDEWALK AROUND EXISTING STORM STRUCTURE AND EXISTING POWER POLE
AutoCAD SHX Text PROPOSED 10'x40' SIDEWALK EASEMENT
AutoCAD SHX Text
RELOCATED SIGN
AutoCAD SHX Text
INSTALL STOP SIGN ASSEMBLY
AutoCAD SHX Text EXISTING 4" PE GAS MAIN POTENTIAL CONFLICT W/ SIDEWALK & DRIVEWAY CONSTRUCTION LOCATE & PROTECT
AutoCAD SHX Text EXISTING 2" PE GAS MAIN POTENTIAL CONFLICT W/ SIDEWALK CONSTRUCTION LOCATE & PROTECT
AutoCAD SHX Text
CONSTRUCT 43SY 6" CONCRETE DRIVEWAY
AutoCAD SHX Text
C:\P\2024.074 LAREDO SIDEWALK IMPROVEMENTS\DRAWINGS\C2.0 SITE LAYOUT.DWG
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AutoCAD SHX Text E
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1 INCH = FT.
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( IN FEET )
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HORIZONTAL SCALE
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EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING DIRT PROPOSED CONCRETE DEMO HATCH BOTTOM OF DITCH STORMWATER FLOW ARROW
CATV
CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV CATV CATV CATV CATV CATV CATV
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LAREDO STREET (60' R/W)
PRESIDIO
STREET
(60' R/W)
(6 0.
2' R
/W
P R
E S
ID
IO
S T.
Reference Bearing: S 87°53'30" E Along North Line Of Block 9
CATV
CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV CATV CATV CATV CATV CATV CATV
XX XX XX XX XX XX XX XX XX XX
LAREDO STREET (60' R/W)
PRESIDIO
STREET
(60' R/W)
(6 0.
2' R
/W
P R
E S
ID
IO
S T.
Reference Bearing: S 87°53'30" E Along North Line Of Block 9
STORM
36+54.3 9.9
36+86.5 22.6
36+91.4 17.7
39+11.1 17.6
41+83.2 11.0
39+54.6 17.6
36+33.7
22.7 36+73.9
22.6
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SEAL
DRAWING No.
Dr. By:
Ck By:
Job No.:
Date:
Th is d ra w in g is th e pr op er ty o f R eb ol
-B at tle
A ss oc ia te s, a nd m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on
JEREMY R. KING, P.E.
No.76144
JCS
JRK
2024.074 1/26/2026
N o.
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E R
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IS
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100% SUBMITTAL
EXISTING CONDITIONS
PROPOSED CONDITIONS
MA
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NORTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
GRAVEL DWY.
AutoCAD SHX Text
EAST R/W LINE
AutoCAD SHX Text
WEST R/W LINE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
EAST R/W LINE
AutoCAD SHX Text
WEST R/W LINE
AutoCAD SHX Text
DUAL FACE SIGN PUBLIC LIBRARY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
MASONRY WALL - PLANTED AREA
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
PER P.B. 'B', PG. 169 EAST LINE SEC. 20, T.-2-S., R.-26-W.
AutoCAD SHX Text
WEST LINE SEC. 21, T.-2-S., R.-26-W.
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
LOT 1, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0200 KLOSS KIMBERLY A. 2071 PRESIDIO STREET NAVARRE, FL 32566-1095 O.R. 1897 PG. 131
AutoCAD SHX Text
LOT 20, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0140 HARTLE FRANK X. & CARL LYNN 3042 EAST HARDIES ROAD GIBSONIA, PA 15044-8416 O.R. 4059 PG. 756
AutoCAD SHX Text
LOT 14, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0130 LILES DEBRA K. & SCANION KATHERINE A. 8671 OLIVERA STREET NAVARRE, FL 32566-2146 O.R. 4291 PG. 1596
AutoCAD SHX Text
LOT 13, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0120 HARPER TAMMY L. & PETERSON CARLA 8513 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 2218 PG. 1261
AutoCAD SHX Text
LOT 12, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0390 8480 LAREDO LLC 320 GOLD AVE. SW STE 620 PMB 1184 ALBUQUERQUE, NM 87102-3210 O.R. 3865 PG. 150
AutoCAD SHX Text
LOT 39, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0381 VERHONICH LINDA ARNELL 8490 LAREDO STREET NAVARRE, FL 32566-1026 O.R. 1605 PG. 650
AutoCAD SHX Text
LOT 38, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text
LOT 36, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0350 ROXLEE ADMINSERVICES, INC. 8600 OLIVERA STREET NAVARRE, FL 32566-2145 O.R. 4228 PG. 512
AutoCAD SHX Text
LOT 35, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0401 OWSIAK SHELIA R. & OWSIAK DANIEL R. 8468 LAREDO ST. NAVARRE, FL 32566-1026 O.R. 4398 PG. 779
AutoCAD SHX Text
LOT 40, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text
LOT 37, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0400 HUNT BRIDGET 67 MARKER ROAD ROTONDA WEST, FL 33947-1803 O.R. 3906 PG. 1593
AutoCAD SHX Text
PARCEL ID: 21-2S-26-2740-00800-0371 SANTA ROSA COUNTY O.R. 858 PG. 220
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0361 WOODLEY LINDA & WOODLEY ISAAC J. 8204 LAWSON LN. BAKER, FL 32531-7268 O.R. 4386 PG. 1153
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0011 BREWER KIRK P. & LONG BRITTANY M. 8473 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 1863
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0010 CARDWELL SHARON ANN 8479 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 2003
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CONCRETE DWY.
AutoCAD SHX Text
GRAVEL DWY.
AutoCAD SHX Text
GV
AutoCAD SHX Text
WM
AutoCAD SHX Text
RELOCATE WATER METER
AutoCAD SHX Text
FIBER OPTIC CABLE PULL-BOX (TYP)
AutoCAD SHX Text
SAW-CUT & REMOVE 78SY CONCRETE DRIVEWAY
AutoCAD SHX Text
REMOVE GRAVEL DRIVEWAY
AutoCAD SHX Text
SOUTH EDGE
AutoCAD SHX Text
REMOVE CMP & MES
AutoCAD SHX Text
REMOVE RCP
AutoCAD SHX Text
PROTECT COMM VAULT
AutoCAD SHX Text
RELOCATE UTILITY POLE
AutoCAD SHX Text
RELOCATE WATER METER & BT MARKER
AutoCAD SHX Text
PROTECT COMM VAULT
AutoCAD SHX Text
RELOCATE BT MARKER
AutoCAD SHX Text
PROTECT UTILITY POLE
AutoCAD SHX Text
RELOCATE WATER METER TO R/W LINE
AutoCAD SHX Text
SAWCUT & REMOVE 130 SY OF ASPHALT ROADWAY
AutoCAD SHX Text
ADJUST SEWER VALVES TO PROPOSED GRADE
AutoCAD SHX Text EXISTING 2" PE GAS MAIN POTENTIAL CONFLICT W/ SAWCUT & REMOVAL OF EXISTING DRIVE LOCATE & PROTECT
AutoCAD SHX Text
NORTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
CONC. DWY.
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CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
CONC. DWY.
AutoCAD SHX Text
GRAVEL DWY.
AutoCAD SHX Text
EAST R/W LINE
AutoCAD SHX Text
WEST R/W LINE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
EAST R/W LINE
AutoCAD SHX Text
WEST R/W LINE
AutoCAD SHX Text
DUAL FACE SIGN PUBLIC LIBRARY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
MASONRY WALL - PLANTED AREA
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PER P.B. 'B', PG. 169 EAST LINE SEC. 20, T.-2-S., R.-26-W.
AutoCAD SHX Text
WEST LINE SEC. 21, T.-2-S., R.-26-W.
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
6.0' HIGH WOOD FENCE
AutoCAD SHX Text
LOT 1, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0200 KLOSS KIMBERLY A. 2071 PRESIDIO STREET NAVARRE, FL 32566-1095 O.R. 1897 PG. 131
AutoCAD SHX Text
LOT 20, BLOCK 10 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0140 HARTLE FRANK X. & CARL LYNN 3042 EAST HARDIES ROAD GIBSONIA, PA 15044-8416 O.R. 4059 PG. 756
AutoCAD SHX Text
LOT 14, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0130 LILES DEBRA K. & SCANION KATHERINE A. 8671 OLIVERA STREET NAVARRE, FL 32566-2146 O.R. 4291 PG. 1596
AutoCAD SHX Text
LOT 13, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0120 HARPER TAMMY L. & PETERSON CARLA 8513 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 2218 PG. 1261
AutoCAD SHX Text
LOT 12, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0390 8480 LAREDO LLC 320 GOLD AVE. SW STE 620 PMB 1184 ALBUQUERQUE, NM 87102-3210 O.R. 3865 PG. 150
AutoCAD SHX Text
LOT 39, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0381 VERHONICH LINDA ARNELL 8490 LAREDO STREET NAVARRE, FL 32566-1026 O.R. 1605 PG. 650
AutoCAD SHX Text
LOT 38, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text
LOT 36, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0350 ROXLEE ADMINSERVICES, INC. 8600 OLIVERA STREET NAVARRE, FL 32566-2145 O.R. 4228 PG. 512
AutoCAD SHX Text
LOT 35, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0401 OWSIAK SHELIA R. & OWSIAK DANIEL R. 8468 LAREDO ST. NAVARRE, FL 32566-1026 O.R. 4398 PG. 779
AutoCAD SHX Text
LOT 40, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text
LOT 37, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0400 HUNT BRIDGET 67 MARKER ROAD ROTONDA WEST, FL 33947-1803 O.R. 3906 PG. 1593
AutoCAD SHX Text
PARCEL ID: 21-2S-26-2740-00800-0371 SANTA ROSA COUNTY O.R. 858 PG. 220
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0361 WOODLEY LINDA & WOODLEY ISAAC J. 8204 LAWSON LN. BAKER, FL 32531-7268 O.R. 4386 PG. 1153
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0011 BREWER KIRK P. & LONG BRITTANY M. 8473 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 1863
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-01000-0010 CARDWELL SHARON ANN 8479 LAREDO STREET NAVARRE, FL 32566-1025 O.R. 3839 PG. 2003
AutoCAD SHX Text
CONCRETE DWY.
AutoCAD SHX Text
GRAVEL DWY.
AutoCAD SHX Text
GV
AutoCAD SHX Text
WM
AutoCAD SHX Text
INSTALL DETECTABLE WARNING (TYPICAL ALL CROSSWALKS)
AutoCAD SHX Text
INSTALL WHITE THERMOPLASTIC STOP BAR
AutoCAD SHX Text
INSTALL WHITE THERMOPLASTIC CROSSWALK
AutoCAD SHX Text
CONSTRUCT 78SY 6" CONCRETE DRIVEWAY
AutoCAD SHX Text
CONSTRUCT 5' CONCRETE SIDEWALK
AutoCAD SHX Text
CONSTRUCT 40SY 6" CONCRETE DRIVEWAY
AutoCAD SHX Text
CONSTRUCT 5' CONCRETE SIDEWALK
AutoCAD SHX Text
SOUTH EDGE
AutoCAD SHX Text
INSTALL STOP SIGN ASSEMBLY
AutoCAD SHX Text
CONSTRUCT SWALE
AutoCAD SHX Text 3'
AutoCAD SHX Text
CONSTRUCT SWALE
AutoCAD SHX Text
CONSTRUCT 130 SY ASPHALT TURNOUT
AutoCAD SHX Text EXISTING 2" PE GAS MAIN POTENTIAL CONFLICT W/ TURNOUT, STORMWATER & SIDEWALK CONSTRUCTION LOCATE & PROTECT
AutoCAD SHX Text
CONFLICT RESOLUTION PENDING ADDITIONAL SURVEY BY OKALOOSA GAS
AutoCAD SHX Text
C:\P\2024.074 LAREDO SIDEWALK IMPROVEMENTS\DRAWINGS\C2.0 SITE LAYOUT.DWG
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text
1 INCH = FT.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
HORIZONTAL SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX
XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX
XXXXXXXXXXXXXX
LAREDO STREET (60' R/W)
XX
XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX
XXXXXXXXXXXXXX
LAREDO STREET (60' R/W)
STORM
ST
O
RM
42+82.4 10.4
43+37.4 10.9
44+62.5 11.0
45+94.1 11.2
47+64.0 10.6
C2.2
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DRAWING No.
Dr. By:
Ck By:
Job No.:
Date:
Th is d ra w in g is th e pr op er ty o f R eb ol
-B at tle
A ss oc ia te s, a nd m ay n ot b e re pr od uc ed w ith ou t w rit te n pe rm is si on
JEREMY R. KING, P.E.
No.76144
JCS
JRK
2024.074 1/26/2026
N o.
D
AT
E R
EV
IS
IO
N
100% SUBMITTAL
EXISTING CONDITIONS
PROPOSED CONDITIONS
EX
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LEGEND
AutoCAD SHX Text
GRAVEL DWY.
AutoCAD SHX Text 12"x16" CMP
AutoCAD SHX Text
CONCRETE DWY.
AutoCAD SHX Text
COMMERCIAL CONCRETE DWY.
AutoCAD SHX Text
4.0' HIGH CLF
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
3.0' HIGH WOOD FENCE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0120 HARPER TAMMY L. & PETERSON CARLA 8513 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 2218 PG. 1261
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0112 OBSIDIAN MI 1 LLC KISSELEV VALDISLEV & KYSELOVA VIKTORIIA 1620 GOTLAND DRIVE CARMEL, IN 46032-8844 O.R. 4261 PG. 113
AutoCAD SHX Text
LOT 11, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0100 LEE PROPERTIES INC. P.O. BOX 5809 NAVARRE, FL 32566-0809 O.R. 4268 PG. 1327
AutoCAD SHX Text
LOT 10, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0090 LAU KIMBERLY 400 DUTCH NECK ROAD APARTMENT A10 EAST WINDSOR, NJ 08520-1235 O.R. 3914 PG. 699
AutoCAD SHX Text
LOT 9, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0071 BUSCO JOHN FRANK 8853 BROWN PELICAN CIRCLE NAVARRE, FL 32566-3621 O.R. 4079 PG. 1050
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0340 CARRILLO LUIS F. 8518 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 3432 PG. 1169
AutoCAD SHX Text
LOT 34, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0332 COONEY BRIAN RAYMOND & MARIA 9121 E RIVER DRIVE NAVARRE, FL 32566-2537 O.R. 4231 PG. 1650
AutoCAD SHX Text
LOT 33, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text
LOT 32, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0310 ROSE MARYSE HELEN 8536 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 1462 PG. 731
AutoCAD SHX Text
LOT 31, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0320 MORIN CHRISTINE 8534 LAREDO STREET NAVARRE, FL 32566-10227 O.R. 4474 PG. 1907
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0323 SIMMONS STANLEY J. 2734 JEWELL ROAD NAVARRE, FL 32566-7900 O.R. 4474 PG. 1907
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0080 BRENKER ETHAN P. 8537 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 4075 PG. 123
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0111 JOHNSON JOHN ALLEN & ARTINA LATIVES 211 BONNAFIELD DRIVE HERMITAGE, TN 37076-1105 O.R. 4028 PG. 1877
AutoCAD SHX Text
DIRT DWY.
AutoCAD SHX Text
NORTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
NORTH R/W LINE
AutoCAD SHX Text
SOUTH R/W LINE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CONCRETE DWY.
AutoCAD SHX Text
CONCRETE DWY.
AutoCAD SHX Text 12"x16" CMP
AutoCAD SHX Text 12"x16" CMP
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
MULTIPLE
AutoCAD SHX Text
4.0' HIGH CLF
AutoCAD SHX Text
LOT 8, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0301 WILSON KAMALDEEP & IVAN EUGENE LI 8542 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 4026 PG. 1542
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LOT 30, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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LOT 29, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0060 THORNTON TOMMY WAYNE 2720 NW CRABILL ROAD MAYSVILLE, MO 64469-9289 O.R. 4407 PG. 470
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LOT 6, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0070 PALACIO JOE LUIS JR. 1407 STERLING POINT DRIVE GULF BREEZE, FL 32563-3478 O.R. 4123 PG. 2091
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LOT 7, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0300 DIMAS TANIA N. & ORTIZ MICHAEL D. 8544 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 4071 PG. 298
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0290 FRASIER TIFFANIE & ROBLIN RONALD 8548 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 4368 PG. 444
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0291 GONZALES JONATHON ROBERT 8550 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 4049 PG. 918
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CONCRETE DWY.
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GRAVEL DWY.
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CONC. DWY.
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GRAVEL DWY.
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REMOVE GRAVEL DRIVEWAY
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SAWCUT & REMOVE ASPHALT DRIVEWAY
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SAW-CUT & REMOVE 68SY CONCRETE DRIVEWAY
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REMOVE GRAVEL DRIVEWAY
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SAW-CUT & REMOVE 26SY CONCRETE DRIVEWAY
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SAW-CUT & REMOVE 64SY CONCRETE DRIVEWAY
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FIBER OPTIC CABLE PULL-BOX (TYP)
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REMOVE CMP & MES
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REMOVE MAILBOX
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REMOVE MAILBOX
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REMOVE MAILBOX
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REMOVE MAILBOX
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REMOVE MAILBOX
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REMOVE MAILBOX
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REMOVE MAILBOX
AutoCAD SHX Text EXISTING " PE GAS MAIN 58" PE GAS MAIN POTENTIAL CONFLICT W/ SAWCUT & REMOVAL OF EXISTING DRIVE LOCATE & PROTECT
AutoCAD SHX Text EXISTING " PE GAS MAIN 34" PE GAS MAIN POTENTIAL CONFLICT W/ SAWCUT & REMOVAL OF EXISTING DRIVE LOCATE & PROTECT
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EXISTING SEWER LINE
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BRACE SERVICE POLE
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GRAVEL DWY.
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CONCRETE DWY.
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COMMERCIAL CONCRETE DWY.
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4.0' HIGH CLF
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CONCRETE
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GRASS
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GRASS
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GRASS
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3.0' HIGH WOOD FENCE
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MULTIPLE
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MULTIPLE
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MULTIPLE
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0120 HARPER TAMMY L. & PETERSON CARLA 8513 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 2218 PG. 1261
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0112 OBSIDIAN MI 1 LLC KISSELEV VALDISLEV & KYSELOVA VIKTORIIA 1620 GOTLAND DRIVE CARMEL, IN 46032-8844 O.R. 4261 PG. 113
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LOT 11, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0100 LEE PROPERTIES INC. P.O. BOX 5809 NAVARRE, FL 32566-0809 O.R. 4268 PG. 1327
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LOT 10, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0090 LAU KIMBERLY 400 DUTCH NECK ROAD APARTMENT A10 EAST WINDSOR, NJ 08520-1235 O.R. 3914 PG. 699
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LOT 9, BLOCK 9 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0071 BUSCO JOHN FRANK 8853 BROWN PELICAN CIRCLE NAVARRE, FL 32566-3621 O.R. 4079 PG. 1050
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0340 CARRILLO LUIS F. 8518 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 3432 PG. 1169
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LOT 34, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0332 COONEY BRIAN RAYMOND & MARIA 9121 E RIVER DRIVE NAVARRE, FL 32566-2537 O.R. 4231 PG. 1650
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LOT 33, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
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LOT 32, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0310 ROSE MARYSE HELEN 8536 LAREDO STREET NAVARRE, FL 32566-1022 O.R. 1462 PG. 731
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LOT 31, BLOCK 8 FIRST ADDITION TO NAVARRE P.B. 'B' PG. 169
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0320 MORIN CHRISTINE 8534 LAREDO STREET NAVARRE, FL 32566-10227 O.R. 4474 PG. 1907
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00800-0323 SIMMONS STANLEY J. 2734 JEWELL ROAD NAVARRE, FL 32566-7900 O.R. 4474 PG. 1907
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0080 BRENKER ETHAN P. 8537 LAREDO STREET NAVARRE, FL 32566-1021 O.R. 4075 PG. 123
AutoCAD SHX Text PARCEL ID: 21-2S-26-2740-00900-0111 JOHNSON JOHN ALLEN & ARTINA LATIVES 211 BONNAFIELD DRIVE HERMITAGE, TN 37076-1105 O.R. 4028 PG. 1877
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DIRT DWY.
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NORTH R/W LINE
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SOUTH R/W LINE
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NORTH R/W LINE
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SOUTH R/W LINE
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CONCRETE
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GRASS
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18" CMP
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GRASS
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GRASS
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CONCRETE DWY.
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CONCRETE DWY.
AutoCAD SHX Text 12"x16" CMP
Au…
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