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HomeMy WebLinkAbout2963 N 23RD ST LP Public Works Phase 1 MEMORANDUM PROJECT: LA PORTE PUBLIC WORKS PHASE 1 BRW Project No.: 223097.00 COLP Permit No.: SP-2025-0023 RE: PERMIT REVIEW RESPONSES DATE: AUGUST 25, 2025 This is a response to the comments from City of La Porte Planning & Development, Permit #SP-2025-0023. Below are the responses to the comments: MINOR SITE PLAN CHECKLIST Please submit 1 PDF document that includes all pages of the Site Plan showing all requirements are met. - Civil cover sheet and drawings and Architectural & Landscape cover sheet and drawings are attached to this response letter. Please address all comments on the applicable sheets, not on the checklist. - Items on the Minor Site Plan Checklist have been addressed in the Overall Site Plan on AS0.0 and the Phase 1 Site Plan on AS1.1 The site data table needs to be added to the Site Plan page. - The site data table has been added to sheet AS0.0. City Approving Certificate needs to be added to the site plan page. - The City Approving Certificate has been added to sheet AS0.0 Parking table needs to be added to the site plan page. - The parking table has been moved to AS0.0 and reflects the completed overall site condition. Please place note with performance standards on the site plan page. - Performance standards have been noted on sheet AS0.0. LANDSCAPE PLAN Include the required landscape table from the Minor Site Plan checklist. - Landscape table has been moved to L1.0 and reflects the completed overall site condition. Include percent landscape and area in square feet. - Refer to L1.0 for landscape tabulation. SITE AND DEMOLITION PLANS Please show the parking south of the proposed building included in Phase 1. - Parking is visible beginning in Phase 3 as noted in 3/AS0.1. Final parking layout is also included in the Overall Site Plan on AS0.0. Please feel free to reach out with any questions. SYDNEY FARRIS CLARK, AIA PROJECT ARCHITECT (979) 694-1791 ALIGN VICINITY MAP SITE SPENCER HIGHWAY SENS RdBAY AREA BlvdREFER TO CODE COMPLIANCE SHEETS G1.3 CODE INFORMATION ADD ALTERNATE 1: XXX BID ALTERNATES MOUNTED NOMINAL NOT IN CONTRACT ON CENTER (EACH WAY) OPPOSITE HAND REFERENCE REQUIRED ROUGH OPENING SIMILAR TOP OF TYPICAL WITH WIND BRACE WORKING POINT A.F.F. B.O. C.J. CLR DIA. DN E.J. EQ. F.F. F.V. GA. M.O. MAX. MIN. ABOVE FINISH FLOOR BOTTOM OF CONTROL JOINT CLEAR DIAMETER DOWN EXPANSION JOINT EQUAL FINISH FLOOR FIELD VERIFY GAUGE MASONRY OPENING MAXIMUM MINIMUM MNTD. NOM. N.I.C. O.C.(E.W.) O.H. RE: REQ./REQD R.O. SIM. T.O. TYP. W/ W.B. W.P. ARCHITECTURAL ABBREVIATIONS OWNER CIVIL / STRUCTURAL ENGINEER CITY OF LA PORTE 604 W FAIRMONT PKWY LA PORTE, TX 77571 (281) 471-5020 BROWN REYNOLDS WATFORD ARCHITECTS, INC. 175 CENTURY SQUARE DRIVE, SUITE 350 COLLEGE STATION, TEXAS 77840 979.694.1791 ARCHITECT GESSNER ENGINEERING 401 W 26TH ST, SUITE 3 BRYAN, TX 77803 (979) 680-8840 MECHANICAL / ELECTRICAL / PLUMBING ENGINEER EMA ENGINEERING & CONSULTING, INC. 328 S BROADWAY AVE TYLER, TX 75702 (903) 581-2677 SCALE1TITLE PLAN TRUE NORTH ARROWS SYMBOL LEGEND A1 1" BUILDING SECTION WALL SECTION DETAIL BUBBLE TEMPERED GLASS DOOR NUMBER REVISIONS WINDOW TYPE KEYNOTE WALL TYPE 1 ARTIFICIAL PROPERTY LINE / LIMITS OF CONSTRUCTION BUILDING SETBACK LINE/EASEMENT EXISTING SPOT GRADE REVISED SPOT GRADE FACE OF FINISH DIMENSIONING EXTERIOR ELEVATION INTERIOR ELEVATION ROOM NAME DESIGNATION & NUMBER ALIGN 1A5.12 3111.10 A2.1 1 SHEET NUMBER A 0 1 A1.2 1 A3.1 1 A2.1 1/A1.1 DETAIL NUMBER SHEET TYPE DESIGNATOR A1.1 DISCIPLINE DESIGNATOR SHEET NUMBER REFERENCES: SHEET NUMBERING: MATCH LINE NEW CONSTRUCTION NEW FIRE RATED CONSTRUCTION 100 100 100 100 WORKING POINT, CONTROL OR DATUM POINT COLUMN DESIGNATION REVISED CONTOURS EXISTING CONTOURS VIEW TITLE EXISTING WALL TO REMAIN CEILING FINISH WALL FINISH BASE FINISH FLOOR FINISH C101B ROOM NAME 101 ALL SITE AND BUILDING AREA TABULATIONS SHOWN ARE FOR OWNER AND GOVERNING AUTHORITY REFERENCES ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN QUANTITY AND AREA CALCULATIONS. AREA TABULATION INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERBROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYCOPYRIGHT © 2021LA, RHSFC, CL, GD, AA, CC, JHSEPTEMBER 5, 2025TITLE SHEET AND DRAWING INDEX 223097.00100% DESIGN DEVELOPMENT 2963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE1G1.1 CITY OF LA PORTE BRW PROJECT NO.: 223097.00 PUBLIC WORKS IMPROVEMENTS PHASE 12963 N 23RD ST LA PORTE, TX 77571 SEPTEMBER 5, 2025 INDEX OF DRAWINGS NO. REVISION DATE1 Addendum 01 4/17/25 G1.1 COVER SHEET AS0.0 COMPLETE SITE PLAN AS0.1 ARCHITECTURAL SITE PHASING PLAN AS1.0 ARCHITECTURAL SITE PLAN - PHASING DEMO AS1.1 ARCHITECTURAL SITE PLAN - PHASING 1 AS1.2 ENLARGED SITE PLANS & SITE DETAILS - PHASE 1 AS1.3 ARCHITECTURAL SITE DETAILS L1.0 LANDSCAPE PLAN & DETAILS L1.1 LANDSCAPE PLAN - PHASE 1 L1.2 IRRIGATION PLAN & DETAILS -SELECTIVELY DEMOLISH EXISTING PARKING LOT AND FENCING -CUT NEW DRIVE TO N. C STREET -CONSTRUCT BUILDING A (ADMINISTRATION) -CONSTRUCT NEW ACCESSIBLE AND GUEST PARKING -CONSTRUCT NEW MECHANICAL ENCLOSURE -CONSTRUCT MITIGATION POND AND FENCING BUILDING A EXISTING BUILDING EXISTING BUILDING EXISTING SHED EXISTING SHED EXISTING SHED EXISTING SHED EXISTING CANOPY EXISTING FUEL ISLAND EXISTING FUEL TANKS NEW DRIVE NEW PARKING EXISTING PARKING EXISTING AUCTION AND DOWNLINE NEW MITIGATION POND NEW PARKING MATERIAL YARD -SELECTIVELY DEMOLISH EXISTING PAVING AND FENCING -CUT NEW DRIVE TO N. C STREET -CONSTRUCT BUILDING B (FLEET MAINTENANCE) -CONSTRUCT NEW COURTYARD -CONSTRUCT SHED EXTENTIONS -COMPLETE SITE CIRCULATION DRIVE BUILDING A EXISTING BUILDING EXISTING SHED EXISTING SHED EXISTING SHED EXISTING SHED EXISTING CANOPY EXISTING FUEL ISLAND EXISTING FUEL TANKS NEW DRIVE NEW PARKING EXISTING PARKING BUILDING B NEW MITIGATION POND SHED 3 EXTENSION SHED 4 EXTENSION NEW PARKING NEW DRIVE MATERIAL YARD -DEMOLISH EXISTING PUBLIC WORKS BUILDING -CONSTRUCT NEW PARKING LOTS AND FENCING -CONSTRUCT NEW WASH BAY/ HEAVY EQUIPMENT SHED BUILDING A BUILDING B EXISTING SHED EXISTING SHED EXISTING SHED EXISTING SHED EXISTING CANOPY EXISTING FUEL ISLAND EXISTING FUEL TANKS NEW DRIVE NEW PARKING NEW MITIGATION POND NEW PARKING SHED 3 EXTENSION SHED 4 EXTENSION NEW PARKING NEW AUCTION/ DOWNLINE PARKING NEW WASH BAY/ HEAVY EQUIP. NEW DRIVE MATERIAL YARD -RESURFACE ASPHALT PAVING AROUND SHEDS, DOWN/AUCTION LINE, FUEL TANKS, RECYCLING YARD, GAS PUMPS -PAINT STRIPES FOR DOWN LINE AND AUCTION LINE -CONSTRUCT TIRE CUTTER CANOPY BUILDING A EXISTING SHED EXISTING SHED EXISTING SHED EXISTING SHED EXISTING CANOPY EXISTING FUEL ISLAND EXISTING FUEL TANKS NEW DRIVE NEW PARKING NEW MITIGATION POND SHED 3 EXTENSION SHED 4 EXTENSION NEW PARKING NEW PARKING NEW AUCTION/ DOWNLINE PARKING NEW WASH BAY/ HEAVY EQUIP. BUILDING B NEW DRIVE NEW AUCTION/ DOWNLINE PARKING TIRE CUTTER MATERIAL YARD SITE PHASING PLAN LEGEND NEW STRUCTURE EXISTING TO REMAIN PHASE SCOPE BOUNDARY INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMGD, CL, SFCSEPTEMBER 5, 2025ARCHITECTURAL SITE PHASING PLAN 223097.00100% DESIGN DEVELOPMENT AS0.12963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1KEYNOTES TRUE NORTH 1" = 60'-0"1 MASTER SITE PHASING PLAN - PHASE 1 TRUE NORTH 1" = 60'-0"2 MASTER SITE PHASING PLAN - PHASE 2 (FOR INFORMATION ONLY) TRUE NORTH 1" = 60'-0"3 MASTER SITE PHASING PLAN - PHASE 3 (FOR INFORMATION ONLY) TRUE NORTH 1" = 60'-0"4 MASTER SITE PHASING PLAN - PHASE 4 (FOR INFORMATION ONLY)NO. REVISION DATE NEW STRUCTURE EXISTING TO REMAIN NEW 7" CONCRETE PAVING (RE: CIVIL) NEW 4" CONCRETE SIDEWALK (RE: CIVIL) NEW ASPHALT PAVING (RE: CIVIL) GRAVEL (RE: CIVIL) NOT IN SCOPE PROPERTY LINE EXISTING CHAIN-LINK FENCE FENCE PHASE SCOPE BOUNDARY ARCHITECTURAL SITE PLAN LEGEND X 0240.03 0240.12 0240.12 0240.12 0220.27 0220.26 0240.04 0240.04 0240.04 0240.04 0240.09 0240.02 0220.10 0220.03 0240.09 0220.24 0220.26 0220.16 0220.16 0220.16 TO NEAREST POST TO NEAREST POST NORTH 23RD STREETAVENUE C UNION PACIFIC RAILROADAS1.1 5 SIM AS1.1 1 SIM INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCLSEPTEMBER 5, 2025ARCHITECTURAL SITE PLAN -PHASE 1 DEMO223097.00100% DESIGN DEVELOPMENT AS1.02963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1TRUE NORTH 1" = 30'-0"1 ARCHITECTURAL SITE DEMOLITION PLAN NO. REVISION DATE1 Addendum 01 4/17/25 KEYNOTES 0220.03 EXISTING POWER POLE 0220.10 EXISTING FIRE HYDRANT 0220.16 EXISTING STORM WATER INLET 0220.24 EXISTING POLE MOUNTED SIGNAGE 0220.26 EXISTING FENCE 0220.27 EXISTING GATE 0240.02 REMOVE EXISTING LIGHT POLE AND FIXTURE 0240.03 SAWCUT AND REMOVE EXISTING CONCRETE PAVING 0240.04 SAWCUT AND REMOVE EXISTING ASPHALT PAVING 0240.09 REMOVE EXISTING STORM DRAIN INLET 0240.12 REMOVE EXISTING FENCE TRUE NORTH 1" = 30'-0"3 ARCHITECTURAL SITE DEMOLITION PLAN TRUE NORTH 1" = 100'-0"2 OVERALL SITE PLAN 1 1 X XX X XXX X XX XX X X XX X X X X X X X XXX XXX XX XXXX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXX NEW STRUCTURE EXISTING TO REMAIN NEW 7" CONCRETE PAVING (RE: CIVIL) NEW 4" CONCRETE SIDEWALK (RE: CIVIL) NEW ASPHALT PAVING (RE: CIVIL) GRAVEL (RE: CIVIL) NOT IN SCOPE PROPERTY LINE EXISTING CHAIN-LINK FENCE FENCE PHASE SCOPE BOUNDARY ARCHITECTURAL SITE PLAN LEGEND X NORTH C STREET NORTH 23RD STREET0220.10 30' - 0 15/128" BUILDING A F.F. 22' - 0" EXISTING PUBLIC WORKS BUILDING185' - 0"98' - 0"46' - 0"9' - 0"5 SPACES @ 10'50' - 6" 15' - 0" 30' - 0" 0220.03 3340.04 3340.04 3340.04 3340.04 3340.04 3210.36 R 1 0' - 6"R 4' - 6" AS1.3 5 AS1.2 2 3230.38 0220.15 R 30' - 0"R 3 0 ' - 0 " 3230.06 0220.15 3210.36 AS1.2 1 AS1.1 4 R 30' - 0"3230.43 3230.38 R 10' - 6"59' - 0" 3210.35 3210.35 AS1.3 1 3210.35 0220.03 0220.15 0220.03 0220.03 3370.01 0220.26 1010.47 1010.48 3210.39 3230.64 R 10' - 6" LINE OF FUTURE BUILDING 5' - 0" 3370.04 RE: 11 /AS1.3 EXISTING SHED EXISTING SHED EXISTING SHED 3230.38 10' - 0"3230.53 2630.01 2630.020220.10 3340.04 FUTURE FDC 0760.04 0760.04 3340.01 3210.35 3210.35 3210.05 3210.05 3210.05 2620.07 5' - 0" 3230.39150' - 0"3230.02 0220.26 MITIGATION AREA (RE: CIVIL) 3230.05 3210.09 3210.10 3210.14 3230.38 3230.47 11' - 5" 5' - 0" 5' - 0"CLEAR OPENING20' - 0" 8' - 0" 20' - 0"EQ.12' - 0"EQ.12' - 0"EQ.3' - 0" 16' - 0" AS1.1 9 AS1.1 6 AS1.1 8 AS1.17 6" 9' - 6" 2630.01 4' - 0" 4' - 0" 3230.053210.30 0420.22 0420.27 3210.30 9' - 7" 29' - 11" 6"9' - 6" 3210.17 8' - 0" M.O. 4' - 0" 16' - 0" M.O. 4' - 0" 8' - 0" 40' - 0"28' - 4"R 3' - 0"R 5' - 0" 0220.10 0550.19 3 AS1.1 SIM2 AS1.1 SIMSLOPE (RE: STRUCTURAL)3230.64 2630.02 0890.01 FUTURE 7' - 6"5' - 0"7' - 6"3' - 6"6" 3' - 0" 5' - 0" 25' - 8" 3230.39 RE: 5 /AS1.2 RE: 7 /AS1.2 RE: 7 /AS1.3 3230.38 3230.38 0760.04 3210.35 11' - 8"3210.09 EDGE OF FUTURE BUILDING 7' - 0" 3' - 0" 2630.01 3230.05 3230.02 3230.05 BEYOND 0470.01 3230.02 (TYPE F) 0470.01 (TYPE F) 0420.17 0890.01 3' - 0"3' - 0"0470.01 0420.27 3230.02 (TYPE F)2630.01 (BEYOND) 0470.01 (TYPE F, BEYOND)0470.01 0420.27 (TYPE F) 0470.01 0330.05 0470.01 0420.02 0420.17 RE: STRUCT. 3210.14 RE: STRUCT. 0420.01 0725.04 0420.23 5 3/8" 1 1/2"1 1/2" 0760.01 RE: CIVIL 5 5/8"10' - 0"(TYPE F) 0330.05 0470.01 0420.02 RE: STRUCT. 3210.14 RE: STRUCT. 0725.04 0420.23 5 3/8"5 5/8"10' - 0"2' - 8"4' - 0"3' - 4"0760.01 0470.01 1 1/2"1 1/2" 0550.30 0725.04 3' - 4" (TYPE F) B.O. LOUVER RE: ELEV. FOR LOCATIONS 0420.29 RE: CIVIL 0420.01 0420.01 (TYPE E) 0890.01 INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCLSEPTEMBER 5, 2025ARCHITECTURAL SITE PLAN -PHASE 1 223097.00100% DESIGN DEVELOPMENT AS1.12963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1KEYNOTES 0220.03 EXISTING POWER POLE 0220.10 EXISTING FIRE HYDRANT 0220.15 EXISTING GRATE INLET 0220.26 EXISTING FENCE 0330.05 CONCRETE GRADE BEAM 0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" O.C.E.W. 0420.02 CONCRETE MASONRY UNIT HORIZONTAL REINFORCING 0420.17 8" SPLIT FACE CONCRETE MASONRY UNITS 0420.22 MASONRY SCREEN WALL 0420.23 CONCRETE MASONRY BOND BEAM 0420.27 12" x 24" CHOPPED LIMESTONE 0420.29 16" X 8" OPENING IN MASONRY WALL 0470.01 CAST STONE 0550.19 6" STEEL PIPE BOLLARD. FILL WITH CONCRETE (GALVANIZED AT EXTERIOR LOCATIONS) 0550.30 1/4" STEEL PLATE 0725.04 FLUID-APPLIED MEMBRANE AIR BARRIER SYSTEM 0760.01 THROUGH-WALL FLASHING WITH WEEPS AT 2'-0" O.C. AND MORTAR NET 0760.04 PREFINISHED METAL DOWNSPOUT 0890.01 PREFINISHED FIXED ALUMINUM LOUVER (WITH BIRD SCREEN) 1010.47 POLE MOUNTED SIGNAGE - "DELIVERIES" 1010.48 POLE MOUNTED SIGNAGE - "VISITOR PARKING" 2620.07 ELECTRICAL TRANSFORMER 2630.01 EMERGENCY GENERATOR 2630.02 ELECTRICAL GENERATOR TRANSFER SWITCH 3210.05 ASPHALT PAVING AND SEAL COAT (RE: CIVIL) 3210.09 CONCRETE SIDEWALK (RE: CIVIL) 3210.10 CONCRETE CURB RAMP PER CITY REQUIREMENTS 3210.14 CONCRETE PAVING (RE: CIVIL) 3210.17 CONCRETE GENERATOR PAD 3210.30 6" CONCRETE CURB (WITH GUTTER AS REQUIRED) (RE: CIVIL) 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3210.36 DIRECTIONAL PAVEMENT MARKING 3210.39 "VISITOR" PARKING PAVEMENT MARKING 3230.02 8'-0" HIGH NOM. CHAIN-LINK FENCE 3230.05 CHAIN-LINK GATE 3230.06 MOTORIZED VEHICULAR GATE 3230.38 DECORATIVE METAL FENCE 3230.39 DECORATIVE METAL GATE 3230.43 SLIDING GATE OPERATOR AND CONCRETE PAD 3230.47 MOTORIZED GATE VEHICLE DETECTION LOOP 3230.53 MONUMENT SIGN 3230.64 DOUBLE GOOSENECK GATE OPENER STAND 3340.01 PIPE CULVERT 3340.04 AREA DRAIN INLET (RE: CIVIL) 3370.01 POWER POLE 3370.04 TRANSFORMER (BY POWER COMPANY) WITH CONCRETE PAD PER POWER COMPANY REQUIREMENTS TRUE NORTH 1" = 30'-0"5 ARCHITECTURAL SITE PLAN (PHASE 1) TRUE NORTH 1/8" = 1'-0"4 ENLARGED SITE PLAN NO. REVISION DATE1 Addendum 01 4/17/25 1/8" = 1'-0"9 ENCLOSURE ELEVATION - NORTH 1/8" = 1'-0"6 ENCLOSURE ELEVATION - WEST 1/8" = 1'-0"8 ENCLOSURE ELEVATION - SOUTH 1/8" = 1'-0"7 ENCLOSURE ELEVATION - EAST 1/2" = 1'-0"2 SCREEN WALL - ENCLOSURE 1/2" = 1'-0"3 SCREEN WALL - ENCLOSURE TRUE NORTH 1" = 30'-0"1 ARCHITECTURAL SITE PLAN (PHASE 1) 1 1 1 1 R 10' - 6" 3230.06 3230.05 3210.35 CLEAR OPENING18' - 0"1' - 0"3' - 0"5' - 0" 4' - 0" 15' - 0" 5' - 0" 3230.63 3230.47 3230.02 3230.30 3210.30 3230.39 RE: 6 /AS1.2 3370.01 0550.19 RE: 5 /AS1.2 0550.19 3230.38 3230.38 3210.35 3230.38 3210.14 3230.02 3210.05 5' - 0" 4' - 0" 5' - 0" 4' - 0" 4' - 0" 5' - 0" 3230.47 NORTH C STREET R 30' - 0" R 3 0 ' - 0 "1' - 6"1' - 6"30' - 0" 15' - 0" EXTENT OF RETRACTED GATE 45' - 0" 0220.26 3230.02 0220.26 0550.19 3230.64 0550.19 6' - 6" 2' - 0" 26' - 0" 2' - 0" 6' - 6" 3230.02 3210.35 3210.35 NEW STRUCTURE EXISTING TO REMAIN NEW 7" CONCRETE PAVING (RE: CIVIL) NEW 4" CONCRETE SIDEWALK (RE: CIVIL) NEW ASPHALT PAVING (RE: CIVIL) GRAVEL (RE: CIVIL) NOT IN SCOPE PROPERTY LINE EXISTING CHAIN-LINK FENCE FENCE PHASE SCOPE BOUNDARY ARCHITECTURAL SITE PLAN LEGEND X 3230.08 3230.09 3210.14 3230.05 3230.27 3230.08 3230.35 3230.05 3230.07NOTES: 1. WELD ALL PIPE CONNECTIONS. 2. GATE FABRIC TO MATCH FENCE FABRIC. 3. NOTCH CURBS TO MAINTAIN 4" HEIGHT BETWEEN BOTTOM OF GATE AND PAVING. 4. PROVIDE GATE KEEPERS.8' - 0"20' - 4" 3230.28 3230.44 3210.09 0330.07 2810.035" 7' - 7"4' - 0"4" TYP. 1" TYP. 3 3/4" TYP. 2 " T Y P . 2 1/2" TYP. WROUGHT IRON FENCE WROUGHT IRON FENCE RE: PLAN OVERALL GATE WIDTH RE: PLAN CLEAR OPENING NOTES: 1. WELD ALL PIPE CONNECTIONS. 2. GATE FABRIC TO MATCH FENCE FABRIC. 3. NOTCH CURBS TO MAINTAIN 4" HEIGHT BETWEEN BOTTOM OF GATE AND PAVING. 4. PROVIDE GATE KEEPERS. 3230.05 3230.07 0330.01 3210.14 3230.27 3230.273230.27 9 3/4"8"2"8' - 0"9 3/4"9 3/4"1' - 2"1' - 6"10"2"EGRESS SIDE 1/2" = 1'-0"6 SWINGING VEHICLE GATE INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYCheckerAuthorSEPTEMBER 5, 2025ENLARGED SITE PLANS & SITE DETAILS -PHASE 1223097.00100% DESIGN DEVELOPMENT AS1.22963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1KEYNOTES 0220.26 EXISTING FENCE 0330.01 CONCRETE 0330.07 CONCRETE FOOTING 0550.19 6" STEEL PIPE BOLLARD. FILL WITH CONCRETE (GALVANIZED AT EXTERIOR LOCATIONS) 2810.03 CARD READER 3210.05 ASPHALT PAVING AND SEAL COAT (RE: CIVIL) 3210.09 CONCRETE SIDEWALK (RE: CIVIL) 3210.14 CONCRETE PAVING (RE: CIVIL) 3210.30 6" CONCRETE CURB (WITH GUTTER AS REQUIRED) (RE: CIVIL) 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3230.02 8'-0" HIGH NOM. CHAIN-LINK FENCE 3230.05 CHAIN-LINK GATE 3230.06 MOTORIZED VEHICULAR GATE 3230.07 CHAIN-LINK FABRIC (GALVANIZED) 3230.08 1 5/8" MIN. DIAMETER SCHEDULE 40 STEEL PIPE (GALVANIZED) 3230.09 2" MIN. DIAMETER SCHEDULE 40 STEEL PIPE (GALVANIZED) 3230.27 OFFSET HINGES 3230.28 METAL HINGES 3230.30 1" PLUNGER ROD AND GUIDE 3230.35 POST CAP 3230.38 DECORATIVE METAL FENCE 3230.39 DECORATIVE METAL GATE 3230.44 SWINGING GATE OPERATOR AND CONCRETE PAD 3230.47 MOTORIZED GATE VEHICLE DETECTION LOOP 3230.63 HYDRAULIC PUMP AND CONTROL BOX 3230.64 DOUBLE GOOSENECK GATE OPENER STAND 3370.01 POWER POLE NO. REVISION DATE1 Addendum 01 4/17/25 TRUE NORTH 1/8" = 1'-0"2 ENLARGED SITE PLAN TRUE NORTH 1/8" = 1'-0"1 ENLARGED SITE PLAN 1/2" = 1'-0"7 SLIDING VEHICLE GATE (CANTILEVERED) 1/2" = 1'-0"5 PEDESTRIAN GATE 1 1 1 1 1 1 3210.30 3210.09 3210.09 3210.11 6' - 0" SEE PLAN 6' - 0"MIN.4' - 0"MAX. 1:12 SLOPE 3210.11 3210.30 3210.09 3210.113210.11 MAX. 1:12 SLOPE 3210.30 NOTE: SIZE RECESS FOR PAVERS TO FIT WHOLE AND HALF PAVERS WITH NO SMALL PIECES LANDING 4' - 0" MIN. LANDING 4' - 0" MIN. LANDING WITH 2% MAX SLOPE LANDING WITH 2% MAX SLOPE 1010.33 1010.34 0330.01 NOTE: PROVIDE PER SITE PLAN ONE EACH HC PARKING SPACE 5' - 0"MIN6" 3' - 0"MAX7'-6" .1' - 0" 0550.59 WHITE PAINT SYMBOL AND BORDER BLUE PAINT BACKGROUND 3"1' - 9"3' - 6"2"2"2"7" 6”7”1' - 0”11”1' - 11”3' - 6"3' - 4"R 1' - 0"2"NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING SPACE & AT DRIVE EDGE OF SPACE. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND WHITE ON BLUE (COLOR NO. 105090 IN FEDERAL STD. 5952) DOUBLE COAT (TYP.)2"0330.01 0790.01 0550.19 FIELD TOOL CONCRETE DOMES TO CONSISTENT SHAPE FOR ALL BOLLARDS 6" 3' - 0" 4' - 0" 1' - 4" EXPANSION JOINTS IN PAVING TO ALLOW REPLACEMENT OF ADJACENT PAVING IF BOLLARD IS DAMAGED BASE EXTENDS UP THROUGH PAVING WITH SEALANT JOINT AND SLOPED TO DRAIN. CAN BE IN EITHER AVING OR ADJACENT TO GRADE6"FIRE LANE - TOW AWAY ZONE REFLECTIVE WHITE PAINTED TEXT (REPEAT EVERY 35 FT.) NON REFLECTIVE RED PAINT4"TRAFFIC ARROW WHITE PAINT U.N.O. (TYPE AS SPECIFIED)3' - 0"5' - 0" 1' - 5"10" 1' - 5" 3210.36 3210.33 20.00° BACKGROUND WHITE PAINT U.N.O. (TYPE AS SPECIFIED) WHITE PAINT U.N.O. (TYPE AS SPECIFIED) BLACK PAINT U.N.O. (TYPE AS SPECIFIED) 3' - 0"10"6"2' - 4" NOTE: PAINT AT PARKING SPACE FRONT CENTERLINES U.N.O. (TYPE AS SPECIFIED)RE: SITE PLANTYPICAL PAVEMENT MARKING (6" MAX.) 4" MIN EQ.EQ. 8' - 0" LA PORTE PUBLIC WORKS: PHASE X 2 1/2"MAYOR 1"RICK HELTON 3/4"COUNCIL AT-LARGE A: BRANDON LUNSFORD AT-LARGE B: BRENT MCCAULLEY District 1: MANDI WILLIAMS District 2: CHUCK ENGELKEN District 3: BILL BENTLEY District 4: ROBERT GUERRA District 5: JAY MARTIN District 6: ROBBIE MCLARRINCITY MANAGER DIRECTOR OF PUBLIC WORKS 1/2"1 3/4"1"GENERAL CONTRACTOR1 1/2"CONSTRUCTION MASTERS 1 1/4"3908 3rd Street Pearland, TX 77581 Ph: (281) 960-4491 1"6" 4"x4"x8' TREATED WOOD POSTS BACKGROUND - WHITE NOTE: SIGN BASE TO BE MADE OF PLYWOOD 2' - 0" 4' - 0"6' - 0" MAX.6" CORBY ALEXANDER RAY MAYO AUTHORIZED ONLY ONE WAY BLACK BLACK WHITE RED WHITE 30" X 30" 30" X 30" 36" X 12" 12" X 18" 0550.640550.640550.640550.64 GENERAL NOTES: 1. MOUNT ON 2" X 2" TUBE POST: USE NON-CORROSIVE 3/8" MACHINE BOLTS W/ WASHERS, 2 PER SIGN. 2. RE: X/ASX.X FOR TYPICAL POST FOOTING. 12" X 18" BLACK WHITE 15SPEED LIMITVEHICLES FIRE RISER ROOM 12" X 8" FDC 8" X 8" ADDRESS FACP 12" X 6" WHITE WHITERED RED BLACK STREET NUMBER 6" X 7"7"6" WHITE BLUEWHITE STOP DO NOT ENTER ONE WAY AUTHORIZED VEHICLES ONLY SPEED LIMIT HC-ACCESSIBLE PATH TO ENTRANCE RESERVED PARKING HC-ACCESSIBLE PARKING VAN ACCESSIBLE 12" X 18" BLACKWHITE DELIVERIES WAYFINDING VISITOR PARKING 3210.37 3210.14 3120.02 MIN1' - 6"1070.03 1070.05 0790.01 0550.20 E C6"1' - 6"F D A B FLAGPOLE EXPOSED HT A B C D E F 5"8"24"24"30"12"20' 5/6"8/10"36"24/30"34"12"25' 5/6"8/10"36"30"36"12"30' 6/7"10"42"30"36"14"35' 7/8"10/12"48"36"42"14/16"40' 8/10"12/15"48"36"42"16/18"45' 8/10"12/15"60"42"48"16/18"50' 0330.01 0790.01 0310.01 6" 0610.19 0550.54 0550.55 SLOPESLOPE 1070.03 3210.30 3210.09 3210.14 19' - 0"2' - 0"1' - 0"8' - 6"20' - 6"5' - 6"MIN. 5' - 0"10' - 0"10' - 0" MIN. 5' - 0" MIN. 11' - 0" 3210.37 1010.33 EQ EQ 1010.34 EQ EQ EQ 3' - 6"2' - 0"3210.37 3210.34 3210.33 3210.33 5' - 6"6' - 0"31' - 0"1070.03R 1 0' - 6 " R 10' - 6"3210.35 10' - 6"6' - 6" 17' - 0"5' - 0"25' - 0" 3210.10 3210.30 3210.35 1070.03 R 10' - 6"5' - 0"7' - 6"6"6' - 0"5' - 0"3210.33 3210.14 3210.10 3210.09 3210.30 10' - 0"MIN.5' - 0"10' - 0"R 4 ' - 6"3210.33 3210.33 6" 20' - 0" 1010.33 1010.33 3210.37 3210.37 3210.39 EQEQ3' - 6" 2' - 0"3210.35 3210.344' - 0"LA PORTE I.J. KIBODEAUX MEMORIAL PUBLIC WORKS SERVICE CENTER INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCL, GD, SFCSEPTEMBER 5, 2025ARCHITECTURAL SITE DETAILS 223097.00100% DESIGN DEVELOPMENT AS1.32963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1KEYNOTES 0310.01 TAMPED, SCREEDED DRY SAND 0330.01 CONCRETE 0550.19 6" STEEL PIPE BOLLARD. FILL WITH CONCRETE (GALVANIZED AT EXTERIOR LOCATIONS) 0550.20 1/2" STEEL PLATE WITH 3/4" DIAMETER LIGHTNING ARRESTOR SPIKE. EXTEND 2'-0" BELOW CONCRETE 0550.54 CORRUGATED PIPE SLEEVE, 16GA GALVANIZED 0550.55 STEEL WEDGES (4) WELDED TO PIPE SLEEVE AT 90 DEGREES TO CENTER POLE 0550.59 HOT-DIPPED GALVANIZED STEEL PIPE U-BRACKET CLAMP 0550.64 2 3/8" DIAMETER HOT-DIPPED GALVANIZED STEEL SIGN POST 0610.19 WOOD WEDGE 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 1010.33 POLE MOUNTED SIGNAGE - "RESERVED PARKING VIOLATORS ARE SUBJECT TO FINE AND/OR TOWING" 1010.34 POLE MOUNTED SIGNAGE - "VAN-ACCESSIBLE" 1070.03 GROUND-SET FLAGPOLE 1070.05 FLAGPOLE COLLAR 3120.02 COMPACTED SELECT FILL 3210.09 CONCRETE SIDEWALK (RE: CIVIL) 3210.10 CONCRETE CURB RAMP PER CITY REQUIREMENTS 3210.11 ACCESSIBLE CONCRETE CURB RAMP WITH INTEGRAL COLOR CONCRETE AND TACTILE WARNING SURFACE 3210.14 CONCRETE PAVING (RE: CIVIL) 3210.30 6" CONCRETE CURB (WITH GUTTER AS REQUIRED) (RE: CIVIL) 3210.33 4" PAVEMENT MARKING (DIAGONAL STRIPING AT 2'-0" O.C. TYPICAL) 3210.34 ACCESSIBLE PARKING SYMBOL PAVEMENT MARKING 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3210.36 DIRECTIONAL PAVEMENT MARKING 3210.37 WHEEL STOP (6'-0" LONG). DRILL AND DOWEL INTO PAVING 3210.39 "VISITOR" PARKING PAVEMENT MARKING 1/8" = 1'-0"7 ACCESSIBLE CURB RAMP 1/2" = 1'-0"10 ACCESSIBLE PARKING SIGNAGE 1/2" = 1'-0"6 ACCESSIBLE PAVEMENT SYMBOL 1/2" = 1'-0"9 BOLLARD DETAIL 1/2" = 1'-0"3 FIRE LANE STRIPING 1/2" = 1'-0"11 PAVEMENT MARKINGS 3/4" = 1'-0"13 CONSTRUCTION SIGN DETAIL 1 1/2" = 1'-0"12 EXTERIOR SIGNAGE 1 1/2" = 1'-0"4 WHEEL STOP DETAIL NO.REVISIONDATE1Addendum 014/17/251/8" = 1'-0"1 ENLARGED SITE PLAN N.T.S.8 FLAG POLE BASE 1/8" = 1'-0"5 ENLARGED SITE PLAN 1/4" = 1'-0"2 MONUMENT SIGN ELEVATION 1 X XXNORTH 23RD STREETBUILDING A F.F. 22' - 0" FUTURE BUILDING B 3290.23 3290.18 3290.14 QTY. 9 3290.15 QTY. 5 QTY. 6 QTY. 6 3290.18 QTY. 40 3290.24 3290.18 3290.15 3290.14 QTY. 15 QTY. 6 QTY. 42 3290.18 3290.23 QTY. 6 QTY. 36 3290.24 QTY. 2 3290.24 QTY. 2 3290.24 QTY. 2 3290.243290.243290.24 3290.14 3290.15 3290.18 QTY. 20 QTY. 10 QTY. 9 DO NOT CUT CENTRAL LEADER. DO NOT PRUNE MORE THAN 20% OF CANOPY. RE: PLAN FOR TREE SPECIES 3" LAYER MULCH 4" HIGH WATERING RING FINISH GRADE ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1.5" ABOVE EXISTING GRADE SCARIFY SIDES BACKFILL WITH SELECT TOPSOIL MATERIAL, AS SPECIFIED CRUSHED ROCK 0' - 6" . 0' - 6" .0' - 6".4" DIAMETER PERFORATED PVC PIPE W/ CAP. USE ONLY IF TREE FAILS PERK TEST. OF ROOTBALL DOUBLE DIAMETER DO NOT BREAK ROOTBALL. IF ROOTBALL IS DAMAGED, PLANT WILL BE REJECTED. RE: PLAN FOR SPECIES 2" LAYER OF CEDAR BARK MULCH FINISH GRADE ROOTBALL-REMOVE ONLY TWISTED AND CIRCLING ROOTS PREPARED SOIL MIX, RE: SPECIFICATIONS NATIVE SOIL 6" PER PLAN SPACING STEEL EDGING 6" CURB DOWNSPOUT BLACK PLASTIC TRANSITION TO MATCH DOWNSPOUT AND PIPE SLEAVE DRAIN PIPE TO 4" ABOVE GRADE. SELF CATCH BASIN 1" ABOVE GRADE MULCH MIN.1' - 0"1/8" X 4" GREEN STEEL EDGING WITH STAKES 3/4" MAX. SPACE LAWN RIVER ROCK FILTER FABRIC 2% MAX. CROSS SLOPE 4"RE: PLAN 97MYRICA CERIFERA DWARF WAX MYRTLE LAGERSTROEMIA INDICA CRAPE MYRTLE 12 * 2"-4" RIVER ROCK X NASSELLA TENUISSIMA GRASS SOD XHYDROSEED STEEL BED EDGE MULCH * CONTRACTOR TO VERIFY QUANTITIES AS INDICIATED BY LANDSCAPE PLAN. 1. RIVER ROCK SHALL BE 6" DEEP U.N.O. LINEAR FRONTAGE AS DESCRIBED IN SEC. 106-801: TOTAL DISTANCE 312'-2.5", AFTER REMOVAL OF REQUIRED DRIVE AISLE AND VISIBILITY TRIANGLE REQUIREMENTS, REMAINING AVALIABLE SPACE FOR PLANTING EQUAL TO 234'-7.5". DUE TO THE OVERHEAD UTILITY LINES, ORNAMENTAL TREES PROVIDED AT EVERY 20'. 234'-7.5" / 20' O.C. = 12 TREES REQUIRED IN FRONTAGE, THIS NUMBER IS PROVIDED. SHRUBS REQUIRED FOR EVERY 3' OF FRONTAGE. 234'-7.5" / 3' O.C. = 79 SHRUBS REQUIRED IN FRONTAGE, THE NUMBER PROVIDED EXCEEDS THIS REQUIREMENT. LANDSCAPE PERCENTAGE REQUIRED FOR INDUSTRIAL ZONING. AREA OF WORK PROPOSED: 205,967 SF (4.73 AC.) FOR ALL PHASES LANDSCAPE AREA AS DEFINED BY SEC. 106-1. PLANT BEDS: 5,598.66 SF STONE: 1,708.51 SF GRASS: 10,998.06 SF TOTAL: 18,305.23 SF 18,305.23 SF / 205,967 SF = 8.88% INDUSTRIAL REQUIREMENT FOR 1-10 ACRES: 7.5% LANDSCAPED AREA OF 8.88% MEETS REQUIREMENT PENNISETUM ALOPECUROIDES PERENNIAL FOUNTAIN GRASS 212 3GALLIRIOPE MUSCARI GIANT LIRIOPE 51 2" CAL. 3GAL 5GAL LANDSCAPE TABLE (OVERALL) Planting strip requirements per Section 106-800(c.1.b&c) SYMBOL:COMMON NAME: SPECIFIC NAME: SIZE (min. 5 gal shrubs, 2" caliper trees) # REQUIRED: # PROPOSED: * * * * * X X X Planting strip requirements per Section 106-800(c.1.b&c) NUMBER OF PARKING SPACES PROVIDED: NUMBER OF TREES REQUIRED (RATIO OF 1 TREE PER 10 PARKING SPACES): SPECIES OF SHADE TREES PROVIDED AS PARKING LOT LANDSCAPING: PLANTERS REQUIRED (RATIO OF 135 SQ.FT. PER 10 PARKING SPACES): 102 10 CEDAR ELM 10 ULMUS CRASSIFOLIA CEDAR ELM 102" CAL. 10 9 60 N/A N/A INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCLSEPTEMBER 5, 2025LANDSCAPE PLAN & DETAILS 223097.00100% DESIGN DEVELOPMENT L1.0 2963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1TRUE NORTH 1" = 20'-0"1 MASTER LANDSCAPE PLAN (FOR REFERENCE ONLY) 1/4" = 1'-0"4 TREE PLANTING 1/2" = 1'-0"3 SHRUB PLANTING 3/4" = 1'-0"5 DOWNSPOUT BOOT TRANSITION 3/4" = 1'-0"2 MOW STRIP - RIVER ROCK NO. REVISION DATE NOTE: MASTER LANDSCAPE PLAN FOR PERMITTING PURPOSES ONLY. PROJECT LANDSCAPE SCOPE DEFINED ON DETAIL 1/L1.1 KEYNOTES 3290.14 GIANT LIRIOPE 3290.15 PERENIAL FOUNTAIN GRASS 3290.18 DWARF WAX MYRTLE 3290.23 CRAPE MYRTLE 3290.24 CEDAR ELM BUILDING A F.F. 22' - 0" QTY. 9 QTY. 5 QTY. 6 QTY. 6 QTY. 40 QTY. 1 3290.18 3290.14 3290.15 3290.18 3290.23 3290.18 3290.15 3290.14 3290.18 QTY. 6 3290.24 INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCL, GDSEPTEMBER 5, 2025LANDSCAPE PLAN - PHASE 1 223097.00100% DESIGN DEVELOPMENT L1.1 2963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1TRUE NORTH 1/8" = 1'-0"1 LANDSCAPE PLAN NO. REVISION DATE KEYNOTES 3290.14 GIANT LIRIOPE 3290.15 PERENIAL FOUNTAIN GRASS 3290.18 DWARF WAX MYRTLE 3290.23 CRAPE MYRTLE 3290.24 CEDAR ELM NORTH 23RD STREETBUILDING A FUTURE BUILDING B RS 3280.013280.03 3280.02 L1.2 10 SIM C M INSULATED ENCLOSURE (PER LOCAL CODE) RP2 BACKFLOW PREVENTER CLASS 200 PVC, 45-DEGREE ELL TO REQUIRED DEPTH FINISH GRADE CONCRETE PAD RE: CIVIL TYPE "K" COPPER FROM WATER METER, 45-DEGREE ELL TO REQUIRED DEPTH 6'' ROUND VALVE BOX FINISH GRADE MAINLINE GATE VALVE 6'' VALVE BOX EXTENSIONS AS REQ'D NOTE: ALL IRRIGATION SHALL BE SLEEVED WHICH PASSES UNDER SITE PAVING PVC SLEEVE (SIZE VARIES)1' - 6''.O 3'' .O 3/8'' X 3'' BRASS STOVE BOLT IN CONCRETE @ EACH END OF THE SLEEVE 1" 3'' MIN. ID TAG: RAIN BIRD VID SERIES REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC LATERAL PIPE PVC SCH 40 MALE ADAPTER WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) 30-INCH LINEAR LENGTH OF WIRE, COILED ROOF LINE MOUNTING BRACKET: INSTALLED WITH CURVED END POINTED UP SENSOR TRANSMITTER: RAIN BIRD WIRELESS RAIN SENSOR ROTAR POP-UP SPRINKLER, SET 1/4'' ABOVE FINISH GRADE TAMP SOIL FIRMLY AROUND BODY PRE-FABRICATED SWING JOINT: RAIN BIRD TSJ-075-PRS WITH 45 PSI PRESSURE REGULATOR PVC LATERAL PIPE (SIZE NOTED ON PLAN) PVC SCH 40 TEE OR ELLLATERAL PIPE FINISH GRADE LAWN POP-UP SPRINKLER, SET 1/4'' ABOVE FINISH GRADE FINISH GRADE TAMP SOIL FIRMLY AROUND BODY PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL LATERAL PIPE PVC SCH 40 TEE OR ELL REF. SPEC MAINLINE, LATERAL, & WIRING 12''.O 18'' OR 24''.O LATERAL MAINLINE WIRING TAPE & BUNDLE WIRING AT 10 INTERVALS IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER PLANTING BEDS AND TREES TO BE DRIP IRRIGATED AREAS TO BE IRRIGATED WITH SPRAY/ROTARY HEADS RE: SPECIFICATION RE: SPECIFICATION RS C CONTROLLER RAIN SENSOR RE: SPECIFICATION RE: SPECIFICATION M IRRIGATION METER IRRIGATION SLEEVE RE: SPECIFICATION RE: SPECIFICATION NORTH 23RD STREETBUILDING A RS 3280.013280.03 3280.02 3280.04 3280.02 12" = 1'-0"2 BACKFLOW PREVENTER 12" = 1'-0"3 GATE VALVE DETAIL N.T.S.4 PVC SLEEVE DETAIL 12" = 1'-0"5 PEB VALVE DETAIL 12" = 1'-0"6 RAIN SENSOR 12" = 1'-0"7 ROTOR 5000 SERIES HEAD 12" = 1'-0"8 SPRAY 1800 SERIES HEAD 12" = 1'-0"9 TRENCHING DETAIL TRUE NORTH 1" = 30'-0"1 OVERALL IRRIGATION PLAN INTERIM REVIEW DOCUMENTSNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONRAY W. HOLLIDAYTX REG. NO. 18834BRW PROJECT NUMBERCOPYRIGHT © 2021BROWN REYNOLDS WATFORD ARCHITECTS, INC.DRAWN BYDATECHECKED BYLA, EMCLSEPTEMBER 5, 2025IRRIGATION PLAN & DETAILS 223097.00100% DESIGN DEVELOPMENT L1.2 2963 N 23RD STLA PORTE, TX 77571CITY OF LA PORTEPUBLIC WORKSIMPROVEMENTS PHASE 1NO. REVISION DATE KEYNOTES 3280.01 IRRIGATION CONTROLLER 3280.02 IRRIGATION FREEZE / RAIN SENSOR 3280.03 IRRIGATION VALVE BOX 3280.04 IRRIGATION STUB OUT FOR FUTURE DEVELOPMENT TRUE NORTH 1" = 20'-0"10 IRRIGATION PLAN - PHASE 1 GESSNER PROJECT #24-01312963 N. 23RD ST.LA PORTE, TX 77571CIVIL ENGINEERING PLANS FORPREPARED BY:LA PORTE PUBLIC WORKS BUILDING - PHASE 1GESSNER ENGINEERINGSuite 3Corporate Office401 W 26th St.Bryan, Texas 77843www.gessnerengineering.comFIRM REGISTRATION NUMBER:TBPE F-7451, TBPLS F-10193910COLLEGE STATION979.680.8840979.836.6855817.405.0774210.556.4124BRENHAMFORT WORTHSAN ANTONIO512.930.5832GEORGETOWN23-0131 CITY OF LA PORTE PUBLIC WORKS VICINITY MAPNTSN. C STREETN. 23RD STREET PROJECTLOCATIONSENS ROAD N48 HOUR NOTICE: CONTRACTOR SHALL NOTIFY HARRIS COUNTY PRIOR TO COMMENCINGCONSTRUCTION AND/OR BACKFILLING ANY UTILITIES. CONTRACTOR(S) TO CONTACT PUBLICREVIEW DEPARTMENT @ 713-274-3931 OR PUBLIC.REVIEW@HCPID.ORGSIGNED/SEALED AS-BUILT DRAWINGS FOR ALL WORK IN THE HARRIS COUNTY ROAD RIGHT OF WAYMUST BE SUBMITTED TO HARRIS COUNTY PER CURRENT REGULATION, PRIOR TO REQUESTING THEINSPECTION AND POWER RELEASE. SUBMIT THE DRAWINGS TO:ROWASBUILT@HARRISCOUNTYTX.GOVFEMA MAP 48201C0945M DATED 01/06/2017F216-00-00HCFD REFERENCE MARK: 060040HCFD REFERENCE MARK: 060035HCFD REFERENCE MARK: 060030PROJECT SITENKEY MAP: 540WBLOCK: 2999 BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025GENERAL NOTES:1.PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE SUBMITTALS OF PROPOSED CONSTRUCTIONMATERIALS FOR REVIEW BY THE DESIGN ENGINEER A MINIMUM OF 14 DAYS PRIOR TO REQUIRED AQUISITION.2.A PRE-CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TIME ANDLOCATION TO BE DETERMINED BY CITY OF LA PORTE.3.ALL BOUNDARY, TOPOGRAPHIC INFORMATION, AND SURVEY CONTROL WAS COMPLETED IN JUNE, 2024 BY KCITECHNOLOGIES INC. CHANGES IN SITE OR FIELD CONDITIONS MAY HAVE OCCURRED. IF CHANGES HAVE OCCURRED,NOTIFY ENGINEER.4.THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURINGCONSTRUCTION.5.THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED INTHE PLANS.6.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION ACTIVITIES WITH FACILITY/PROPERTYOWNERS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES, PAVEMENT, ETC. AS ARESULT OF CONSTRUCTION ACTIVITIES. ALL DAMAGES ARE TO BE RESTORED TO EXISTING CONDITIONS WITHSIMILAR MATERIALS.7.ALL ITEMS SHOWN ON THESE PLANS ARE ASSUMED NEW/PROPOSED UNLESS DESIGNATED OR SHOWN AS EXISTINGAND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR INCLUSIVE OF ANY MATERIALS, LABOR,EQUIPMENT, AND OTHER REQUIREMENTS FOR A COMPLETE AND FUNCTIONING SITE ELEMENT. ALL ITEMSNECESSARY FOR PROPER COMPLETION OF THE WORK NOT SPECIFICALLY CALLED FOR OR SPECIFIED ON THE PLANSARE THE RESPONSIBILITY OF THE CONTRACTOR AND CONSIDERED SUBSIDIARY TO THE WORK.8.ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD INFORMATION SUPPLIED BY THE UTILITYOWNER OR HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS. CONTRACTOR IS RESPONSIBLE TO REPORT ANYCONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. OWNER, SURVEYOR, ANDENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIEDON TO DEPICT UNDERGROUND FACILITIES. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICALPOSITIONING OF ALL PIPELINES, COMMUNICATION LINES, ELECTRICAL LINES, EXISTING UTILITIES, AND SERVICE LINESWITHIN THE PROJECT AREA, WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TOCONSTRUCTION. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECTAREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION.9.CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES ANDLINES, PERMANENT AND TEMPORARY UTILITIES, AND UTILITY SERVICES.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINESDURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THECONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL ANDCONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE.11.CONTRACTOR SHALL NOTIFY TEXAS811 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY AT811 OR HTTP://WWW.TEXAS811.ORG. TEXAS811 MAY NOT CONTACT ALL RELEVANT UTILITIES, SO THE CONTRACTORSHALL ALSO NOTIFY APPLICABLE UTILITY COMPANIES THAT HAVE UTILITY LINES ON OR IN THE GENERAL VICINITY OFTHIS PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS, SPECIFICATIONS, ANDREGULATIONS. WHERE CONSTRUCTION DOCUMENTS CONFLICT WITH THOSE GUIDELINES, THE MORE STRINGENTREQUIREMENTS SHALL GOVERN.12.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELDCONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES. CONTRACTOR IS RESPONSIBLE TO REPORT ANYCONFLICTS WITHIN PLANS OR SPECIFICATIONS AND AWAIT WRITTEN INSTRUCTION FROM ENGINEER OR ARCHITECTPRIOR TO STARTING CONSTRUCTION.13.THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS.14.A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION.THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS-BUILT CONDITIONS.15.DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALLCLEAN, REMOVE, AND PROPERLY DISPOSE OF ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES,AND DEBRIS FROM THE PROJECT SITE.16.THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE-GUARDING OF ALL MATERIALS AND EQUIPMENT AT THEPROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT.17.THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE PROPERTY OWNER.18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID ANDSOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENTTHE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. THE SITE IS REQUIRED TO PROVIDECONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION. SOLID WASTE ROLL OFF BOXES AND/OR METALDUMPSTER SHALL BE SUPPLIED BY THE CONTRACTOR.19.CONTRACTOR IS TO CONFINE ALL WORK TO OWNER'S PROPERTY AND PREVIOUSLY APPROVED ADJACENTPROPERTIES AND/OR RIGHT-OF-WAY (R.O.W.). NO CONSTRUCTION ACTIVITY IS ALLOWED ON OR THROUGH PRIVATEPROPERTY UNLESS COVERED BY A PUBLIC UTILITY EASEMENT OR OTHER DOCUMENTED AGREEMENT. ANYADJACENT R.O.W. OR PROPERTY AFFECTED DURING CONSTRUCTION SHALL BE RETURNED TO PRE-CONSTRUCTIONCONDITION AT THE CONTRACTOR'S EXPENSE.20.ALL EXISTING UTILITY APPURTENANCES (VALVE BOXES, FIRE HYDRANTS, MANHOLE RING AND COVER, JUNCTION BOXRING AND COVER, ETC) SHALL BE ADJUSTED TO FINAL GRADES.21.ALL CONSTRUCTION OPERATIONS FOR THIS PROJECT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLEREGULATIONS OF THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).22.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDINGCONSTRUCTION ACTIVITIES INCLUDING REGULATIONS REGARDING CONSTRUCTION NEAR UTILITIES (I. E.OVERHEAD/UNDERGROUND ELECTRIC LINES, ETC.).23.THESE PLANS, PREPARED BY GESSNER ENGINEERING, DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMSPERTAINING TO THE SAFETY OF THE CONTRACTOR OR HIS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THEPERFORMANCE OF THE WORK. THE SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAYNOW OR HEREAFTER BE INCORPORATED IN THE WORK.24.CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SITE SAFETY, FOR MANAGEMENT OF JOB SITEPERSONNEL, FOR SUPERVISION OF THE USE OF JOB SITE EQUIPMENT, AND FOR DIRECTION OF ALL CONSTRUCTIONPROCEDURES, METHODS, AND ELEMENTS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROPOSEDIMPROVEMENTS.DEMOLITION NOTES:1.AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL AND WATER.2.UNDER ALL IMPROVEMENTS, ALL ITEMS ARE TO BE REMOVED UNLESS OTHERWISE INDICATED. REMOVE NOT ONLYTHE ABOVE GROUND ELEMENTS BUT ALL UNDERGROUND ELEMENTS FOR UTILITIES UNLESS OTHERWISE INDICATED.3.DURING CLEARING AND GRUBBING ACTIVITIES WHERE TREES AND BRUSH ARE TO BE REMOVED, REMOVE THE TOTALEXTENT OF THEIR ROOT SYSTEMS.4.UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS DEMOLISHED AND/OR REMOVED SHALLBECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALMANNER. ON-SITE BURNING WILL NOT BE PERMITTED.5.ALL EXCESS CUT MATERIAL IS TO BE HAULED OFF AND DISPOSED OF OFF-SITE.6.CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC OR PRIVATERIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR IS TO ENSURE NOCONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS OR LAND ANDIS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO MAKE USE OF BESTMANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING EXISTING STORM SEWEROR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUTCONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED.7.CONTRACTOR IS TO PROTECT ALL EXISTING TREES INDICATED TO REMAIN DURING DEMOLITION ANDCONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED IN THE PLANS.DIMENSION CONTROL NOTES:1.THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF PROJECT PLANS FOR CONSTRUCTION PURPOSES, WITHTHE PERMISSION OF THE OWNER. THE ELECTRONIC FILE AND INFORMATION GENERATED BY GESSNER ENGINEERINGFOR THIS PROJECT IS CONSIDERED BY GESSNER ENGINEERING TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE ISINTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THE MATERIAL IS INTENDED FORUSE BY THE RECIPIENT NAMED ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OFTHIS DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS"WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTSGENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT GESSNERENGINEERING, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THEUSER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANYCONSEQUENCES ARISING OUT OF THEIR USE.2.ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THE PLANS FOR LOCATING ALL IMPROVEMENTSAND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF THEIMPROVEMENTS.3.REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS.4.REFER TO STRUCTURAL PLANS FOR DETAILED FOUNDATION DIMENSIONS.GRADING NOTES:1.ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISENOTED, SO THAT NO PONDING OCCURS.2.WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED.3.CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THEACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONSAND STRUCTURES. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY MODIFICATIONS.4.ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH ORSTRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.5.THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELDCONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTYOWNER(S). ANY ADJACENT PROPERTY OR RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION SHALL BE RETURNEDTO EXISTING CONDITIONS OR BETTER.6.REFERENCE GEOTECHNICAL REPORT: GEOTECHNICAL ENGINEERING STUDY - NEW PUBLIC WORKS ADMINISTRATIONBUILDING & RENOVATION OF COMPLEX BY GESSNER ENGINEERING, DATED JANUARY 29, 2025.7.FILL MATERIAL FOR NON-STRUCTURAL AREAS (5 FOOT OUTSIDE OF EDGE OF PAVEMENT, BACK OF CURB, ORIMPROVED AREAS) SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO A UNIFORM DENSITY OF ATLEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH AMOISTURE CONTENT OF +/- 2% OF OPTIMUM.8.COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT, 1 TEST PER4,000 SF OF FILL PLACED, WITH A MINIMUM OF 1 TEST PER LIFT.9.PRIOR TO REVEGETATION OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO ADEPTH OF 6" MINIMUM.10.ALL DISRUPTED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED PER THE LANDSCAPE PLAN11.ALL DISTURBED AREAS NOT TO BE PAVED OR NOT INCLUDED IN THE LANDSCAPE SCOPE ARE TO BE PREPARED ANDHYDROMULCHED OR SEEDED FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO OPERATIONS,CONTRACTOR IS TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6" MINIMUM. TOPSOIL TO BE HARLEYRAKED/TILLED TO A DEPTH OF 4" PRIOR TO SEEDING OR INSTALLATION OF SOD. FINAL GRADES WITH ESTABLISHEDVEGETATION SHALL PROVIDE POSITIVE DRAINAGE.12.CONTRACTOR SHALL MAINTAIN EROSION CONTROL UNTIL ALL LANDSCAPE AREAS ARE ESTABLISHED FOR AMINIMUM OF 90 DAYS. CONTRACTOR IS RESPONSIBLE FOR CLEANUP FROM LANDSCAPING MATERIALS SUCH ASMULCH OR LANDSCAPE SEDIMENT.13.CONTRACTOR IS RESPONSIBLE FOR SUBMITTING N.O.I./N.O.T. TO T.C.E.Q & PROVIDING DOCUMENTATION OFSUBMISSION TO THE AUTHORITY HAVING JURISDICTION.14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES,FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER GRADE BY THECONTRACTOR PRIOR TO AND AFTER THE PLACING OF PAVEMENT AND GRADING.15.SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, UNLESSOTHERWISE NOTED.16.HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALLDIRECTIONS PER TAS REQUIRMENTS.17.CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS.18.EXISTING TOPSOIL TO BE STOCKPILED ON SITE AND REPLACED AFTER GRADING OPERATIONS ARE COMPLETE, ANDHAULED OFF EXCESS.PAVEMENT NOTES:1.SUBGRADE:1.A.EXISTING VEGETATION, TREES, STUMPS, AND ROOTS SHALL BE GRUBBED AND REMOVED AND ALL TOPSOIL ANDORGANIC MATERIAL STRIPPED FROM THE AREAS TO BE COVERED BY PAVEMENT.1.B.PAVING AREAS SHALL BE PROOF-ROLLED WITH A 20 TON COMPACTOR AND, IF REQUIRED AT THE TIME OFCONSTRUCTION , THE CONTRACTOR SHALL STABILIZE WEAK AREAS BY OVER EXCAVATING AND BACKFILLINGWITH SPECIFIED MATERIALS.1.C.FILL MATERIAL FOR AREAS UNDER PAVEMENT AND EXTENDING 2 FOOT BEYOND EDGE OF PAVEMENT OR BACK OFCURB, SHALL MEET THE THE MATERIALS AS OUTLINED IN THE GEOTECHNICAL REPORT: GEOTECHNICALENGINEERING STUDY - NEW PUBLIC WORKS ADMINISTRATION BUILDING & RENOVATION OF COMPLEX BYGESSNER ENGINEERING, DATED JANUARY 29, 2025.1.D.SPECIFIED MATERIALS SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS, AND COMPACTED TO A UNIFORM DENSITYOF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698)WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM.1.E.COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT FOREVERY 200 LINEAR FEET OF PAVEMENT OR EVERY 4,000 SF OF FILL PLACED, WHICH EVER WOULD PRODUCE THEGREATER TESTING FREQUENCY, WITH A MINIMUM OF ONE TEST PER LIFT.1.F.SOILS SHALL BE STABILIZED WITH LIME TREATMENT IF PAVEMENT SUBGRADE SOILS CONSIST OF CLAYS ORCLAYEY SANDS OF HIGH PLASTICITY (PI>20).1.G.SOILS SHALL BE STABILIZED WITH CEMENT TREATMENT IF PAVEMENT SUBGRADE SOILS CONSIST OF SANDS ORSILTS WITH LOW PLASTICITY (PI <= 15).1.H.STABILIZATION SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS OBTAINED AND SHALLEXTEND TO 2 FOOT BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT. PRIOR TO THE APPLICATION OF LIMEOR CEMENT TO THE SUBGRADE, THE OPTIMUM PERCENTAGE TO BE ADDED SHALL BE DETERMINED BASED ONTEX-121-E LABORATORY TESTS (LIME) AND TEX-120-E LABORATORY TESTS (CEMENT) CONDUCTED ON MIXTURESOF THE SUBGRADE SOILS WITH VARYING PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROMTHE PAVEMENT AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME OR CEMENT SHOULD INITIALLYBE BLENDED WITH A MIXING DEVICE SUCH AS PULVERIZER OR MIXER AND SUFFICIENT WATER ADDED.1.I.THE AMOUNT OF LIME REQUIRED FOR STABILIZATION SHOULD BE THE PERCENT REQUIRED BY WEIGHT TOPRODUCE A PH NOT LESS THAN 12.4 AND TO PROVIDE A PI VALUE OF LESS THAN OR EQUAL TO 18.1.J.THE AMOUNT OF CEMENT REQUIRED FOR STABILIZATION SHOULD BE THE PERCENT REQUIRED BY WEIGHT TOPRODUCE A MINIMUM COMPRESSIVE STRENGTH OF 50 PSI PRIOR TO BEING OPEN TO LOCAL OR CONSTRUCTIONTRAFFIC.1.K.A STABILIZATION DEPTH CHECK SHALL BE PERFORMED WITH EACH DENSITY TEST FOR THE STABILIZED LIFT.2.CRUSHED LIMESTONE BASE:2.A.CRUSHED LIMESTONE BASE SHALL CONFORM TO STANDARDS SPECIFIED IN TXDOT ITEM 247, 2004SPECIFICATION, TYPE A, GRADES 1 OR 2.2.B.CRUSHED LIMESTONE BASE SHALL BE COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D1557, METHOD C, WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM.2.C.COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EVERY 4,000 SF OFCRUSHED LIMESTONE BASE MATERIAL WITH A MINIMUM OF THREE (3) TESTS BEING PERFORMED.2.D.THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING.3.HOT- MIX ASPHALTIC CONCRETE:3.A.HMAC SHALL CONFORM TO STANDARDS SPECIFIED IN TXDOT ITEM 340, TYPE D AND ASPHALT CEMENT SHALL BEGRADE AC-20, PG 64-22, OR PER SPECIFICATIONS.3.B.ASPHALT SHALL BE APPLIED ONLY WHEN THE TEMPERATURE IS ABOVE 55° F AND RISING.3.C.COMPACTION SHALL BE TESTED IN ACCORDANCE WITH TXDOT TEST METHOD TEX-227-F FOR DENSITY ANDTEX-208-F FOR STABILITY. THE HMAC SHALL HAVE A LABORATORY DENSITY BETWEEN 94% AND 98% AND ASTABILITY RANGE BETWEEN 35-56 AND 42-56 FOR THE BASE/ BINDER COURSE AND SURFACE COURSERESPECTIVELY.3.D.THE THICKNESS AND COMPACTION TEST FOR HMAC SHALL BE VERIFIED BY CORING AND IN-PLACE DENSITY TESTFOR EACH LIFT (1 TEST PER 5,000 SF OF AREA) WITH A MINIMUM OF THREE (3) TESTS BEING MADE.4.CONCRETE PAVEMENT:4.A.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI UNLESS OTHERWISE NOTED.4.B.ALL CONCRETE SHALL BE VIBRATED WHEN PLACED.4.C.PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER PLAN AND DETAIL SHEET, WITH A MAXIMUM SPACINGOF 24 TIMES THE THICKNESS OF THE PAVEMENT (I.E. 12' FOR 6" PAVEMENT). CONTRACTION JOINTS SHALL BEINSTALLED AS SOON AS CONCRETE CURING ALLOWS AND SHALL BE CUT 1/4 OF THE THICKNESS OF THEPAVEMENT. AN EARLY ENTRY SAW IS PREFERRED. TOOLED OR FORMED JOINTS ARE NOT ALLOWED.4.D.PAVEMENT EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON THE PLANS AND INSTALLED PER DETAIL SHEET.CONSTRUCTION SHALL BE STOPPED AT EXPANSION JOINTS. IF CONDITIONS REQUIRE, CONSTRUCTION TO BESTOPPED AT OTHER LOCATIONS, A COLD JOINT SHALL BE CONSTRUCTED.4.E.ISOLATION JOINTS SHALL BE PLACED AT ALL IN-PAVEMENT OBJECTS INCLUDING INLETS, LIGHT POLE FOOTINGS,CLEANOUTS, ETC.4.F.ALL JOINTS SHALL BE SEALED. PROVIDE EXPANSION JOINT WATER STOP CAPS AT NEW CONCRETE. PROVIDEEXPANSION JOINT SEALANT AT NEW TO EXISTING PAVEMENT.4.G.REFERENCE DETAIL SHEET FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS.4.H.TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. A TEST SETCONSISTING OF 4 CYLINDERS SHALL BE TAKEN FOR EVERY 75 CUBIC YARDS OF CONCRETE.5.REINFORCING STEEL:5.A.ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE PAVEMENT REINFORCEMENT SHALL BE PER DETAILS.5.B.LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF 30 BAR DIAMETERS IN LENGTH. BARS SHALLBE SECURED AT EVERY OTHER INTERSECTION.6.CURB AND GUTTER SECTION:6.A.EXPANSION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' AND AT ALL RADIUS POINTS, PT'S AND PC'SAND SHALL BE SEALED.6.B.CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM OF 10' AND SHALL BE SEALED. TOOLED OR FORMEDJOINTS ARE NOT ALLOWED.7.PAINTING AND STRIPING:7.A.CONTRACTOR SHALL PAINT STRIPING FOR THE PARKING AREA AS INDICATED ON THE PLAN. THE SOLID LINEREPRESENTS A 4" WIDE SOLID WHITE LINE TO BE PAINTED. CONTRACTOR IS RESPONSIBLE TO PAINT HANDICAPMARKINGS AND LOADING ZONES IN CONFORMANCE WITH CURRENT ADA/TAS STANDARDS AND ALL FIRE LANEMARKINGS IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION REQUIREMENTS.7.B.MATERIAL AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT ITEM 666 TYPE 1 OR 2 ANDDMS-8200 OF THE TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, ANDBRIDGES.7.C.FURNISH DROP ON GLASS BEADS IN ACCORDANCE WITH DMS-8290.GENERAL UTILITY NOTES:1.THE CONTRACTOR SHALL NOTIFY TEXAS 811 AND THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TOEXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS.2.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDINGCONSTRUCTION ACTIVITIES NEAR ALL ENERGIZED ELECTRIC LINES.3.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL FRANCHISE & PRIVATEUTILITIES WITH EARTHWORK & PAVEMENT CONSTRUCTION.4.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING ANY NECESSARY UTILITY CONDUITPRIOR TO SUBGRADE PREPARATION & PAVING OPERATION.5.GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY INSTALLATION ORDER.6.ALL PIPES AND APPURTENANCES SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS. STORE ALL MATERIALS PERMANUFACTURERS RECOMMENDATIONS. ANY DAMAGED MATERIALS SHALL BE REMOVED FROM THE SITE ANDREPLACED.7.TRENCH BACKFILL FOR ALL UTILITIES SHALL MEET THE DETAILS, SPECIFIED MATERIALS, AND BE FREE OF DEBRIS,TRASH, VEGETATION, AND ROCKS LARGER THAN 2" IN DIAMETER OR MATERIAL AS OUTLINED IN THE GEOTECHNICALREPORT. FOR UNDER AREAS TO BE PAVED & WITHIN 5' OF EDGE OF PAVING, THE BACKFILL SHALL BE PLACED IN 8"MAXIMUM LOOSE LIFTS AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITYAS DETERMINED BY THE STANDARD PROCTOR(D698) OR BE CEMENT STABILIZED SAND COMPACTED TO A UNIFORMDENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D558 WITH A MOISTURECONTENT OF +/- 2% OF OPTIMUM. ALL OTHER AREAS SHALL BE COMPACTED TO A UNIFORM DENSITY OF AT LEAST95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR(D698).8.COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT FOR EVERY100 LINEAR FEET OF TRENCH PLACED, WITH A MINIMUM OF ONE TEST PER LIFT.9.ALL SLEEVES TO BE INSTALLED WITH PULL STRING AND END CAPS, WITH ENDS EXTENDING 2' BEYOND PAVEMENTEDGE. CONTRACTOR TO MAKE ENDS OF SLEEVES WITH PVC EXTENDING 3' ABOVE GROUND AS FOLLOWS: ELECTRIC-4" PAINTED RED; COMMUNICATIONS- 3" PAINTED ORANGE; IRRIGATION- 3" PAINTED BROWN; WATER- 4" PAINTEDBLUE.STORM NOTES:1.ALL STORM SEWER IS PROPOSED RCP, UNLESS OTHERWISE NOTED.2.TRENCH BACKFILL SHALL BE PER DETAILS.3.STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWING INSTALLATIONS:3.A.REINFORCED CONCRETE PIPE AND ELLIPTICAL PIPE (RCP), ASTM C76, WALL B, CLASS IV, RUBBER GASKETED JOINTMEETING ASTM C4433.B.HIGH DENSITY POLYETHYLENE CORRUGATED PIPE (HDPE), AASHTO M252 (4"-10"), AASHTO M294 (12"-60"), ANDASTN F2306 (12"-60"), TYPE S, WITH A WATER TIGHT REINFORCED INTEGRAL BELL AND SPIGOT FOR RUBBERGASKETED JOINTS MEETING ASTM D3212 (ADS N-12, WT WATER TIGHT)4.CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ETC.)4.A.MIN 4000 PSI-28 DAY STRENGTH FOR ITEMS UP TO 10' DIMENSION4.B.MIN 5000 PSI-28 DAY STRENGTH FOR ITEMS WITH GREATER THAN 10' DIMENSION5.CONTRACTOR IS TO USE SILT FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL FILLED PERMEABLE BAGSAROUND INLET BOXES (AS NECESSARY) TO PREVENT SEDIMENT FROM ENTERING STORM SEWER SYSTEM.CONTRACTOR TO USE EROSION CONTROL LOGS AROUND CULVERT INLETS AND OUTLETS TO PREVENT SEDIMENTFROM ENTERING THE CULVERTS. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION,CONTRACTOR IS TO CLEAN ALL CULVERTS AND STORM FACILITIES OF SEDIMENT.6.CONTRACTOR SHALL PROVIDE A MINIMUM OF 12 INCH CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGSAND A MINIMUM OF 6 INCH CLEARANCE AT STORM AND SANITARY SEWER CROSSINGS.7.ALL PERMANENT ROCK RIP-RAP TO BE LIMESTONE USING GENERALLY 50LB - 250LB PIECES, FOLLOWING TXDOT ITEM#432, WITH SMALLER ROCK FILLING VOIDS. ROCK TO BE INSTALLED TO 1.5 TIMES AVERAGE ROCK DIAMETER MIN.THICKNESS. INSTALL FILTER FABRIC BENEATH ROCK PER TXDOT MATERIAL SPEC. DMS-6200, TYPE 2 (SUCH AS 205NWNON-WOVEN FILTER FABRIC AS MFD. BY US FABRICS). RIP-RAP TO BE HAND PLACED PROVIDING A NEAT, UNIFORM,TIGHT SURFACE IN ACCORDANCE WITH TXDOT SPECIFICATIONS ITEM #432, STONE RIP-RAP (TYPE R). BROKENCONCRETE MAY NOT BE USED FOR PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE THROUGH RIP-RAP.SANITARY SEWER NOTES:1.ALL SANITARY SEWER LINES TO BE POLYVINYL CHLORIDE (PVC), ASTM D3034, SDR 26, TYPE PSM SEWER PIPE WITHBELL AND SPIGOT END FOR RUBBER GASKETED JOINTS MEETING ASTM F477SDR-26 PVC UNLESS OTHERWISE NOTEDON THE PLANS2.SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT TCEQ REGULATIONS, CHAPTER217, LOCAL JURISDICTIONAL REGULATIONS, AND IN ACCORDANCE WITH THE 2024 INTERNATIONAL PLUMBING CODE.3.ALL SECTIONS OF THE SANITARY COLLECTION SYSTEM SHALL BE INSTALLED NO CLOSER THAN NINE FEET IN ALLDIRECTIONS TO THE POTABLE WATER DISTRIBUTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE MEASUREDFROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. IF NINE FEET OF SEPARATION CANNOT BE MET,FOLLOW CURRENT TCEQ CHAPTER 217.53 (D) AND 290.44(E) REGULATIONS. IF CONFLICTS OCCUR, CONTACTENGINEER.4.ALL SANITARY SEWER LINES SHALL BE THOROUGHLY CLEANED, TESTED, AND APPROVED PRIOR TO ANYCONNECTIONS BEING MADE TO THE EXISTING SANITARY SEWER SYSTEM.5.ALL SANITARY SEWER LINE AND MANHOLE TESTING SHALL BE IN ACCORDANCE WITH CURRENT TCEQ REGULATIONSAND SPECIFICATIONS. A LOW PRESSURE AIR TEST OR AN INFILTRATION/EXFILTRATION TEST SHALL BE COMPLETED INACCORDANCE WITH 217.57 (A). DEFLECTION TESTING BY MANDREL SHALL BE COMPLETED ON ALL FLEXIBLE PIPES.MANDREL SIZING AND TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH 217.57 (B). A VACUUM TEST SHALL BEPERFORMED ON ALL MANHOLES IN ACCORDANCE WITH 217.58 (B)(2).6.ALL ASPECTS OF THE SEWER LINE, INCLUDING PIPE JOINTS AND MANHOLES, SHALL HAVE A DESIGN LIFE CYCLE OF NOLESS THAN FIFTY YEARS. IF A PIPE OR AN INTEGRAL STRUCTURAL COMPONENT OF A PIPE WILL DETERIORATE WHENSUBJECTED TO CORROSIVE INTERNAL CONDITIONS OR IF A PIPE OR COMPONENT DOES NOT HAVE A CORROSIVERESISTANT LINER INSTALLED BY THE MANUFACTURER, THE CONTRACTOR MUST DEMONSTRATE THE STRUCTURALINTEGRITY OF THE PIPE DURING THE MINIMUM 50-YEAR DESIGN LIFE CYCLE.7.CLEAN-OUT INSTALLATIONS MUST PASS ALL APPLICABLE TESTING REQUIREMENTS OUTLINED FOR GRAVITYCOLLECTION PIPES IN 217.57 (RELATING TO TESTING REQUIREMENTS FOR INSTALLATION OF GRAVITY COLLECTIONSYSTEM PIPES).8.A MANHOLE MUST BE MADE OF MONOLITHIC, CAST IN-PLACE CONCRETE, FIBERGLASS, PRE-CAST CONCRETEMEETING ASTM C478, HIGH-DENSITY POLYETHYLENE, OR EQUIVALENT MATERIAL THAT PROVIDES ADEQUATESTRUCTURAL INTEGRITY. THE USE OF BRICKS TO ADJUST A MANHOLE COVER TO GRADE OR CONSTRUCT A MANHOLEIS PROHIBITED.9.THE INSIDE DIAMETER OF A MANHOLE MUST BE NO LESS THAN 48 INCHES.10.THE BOTTOM OF A MANHOLE MUST CONTAIN A U-SHAPED CHANNEL THAT IS A SMOOTH CONTINUATION OF THEINLET AND OUTLET PIPES.11.A MANHOLE CONNECTION MUST USE WATERTIGHT, SIZE-ON-SIZE RESILIENT CONNECTORS THAT ALLOW FORDIFFERENTIAL SETTLEMENT AND MUST CONFORM TO ASTM C923.WATER NOTES:1.ALL WATER LINES TO BE TYPE K COPPER OR POLYVINYL CHLORIDE (PVC), AWWA C-900, DR 14.2.POTABLE WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT TCEQ REGULATIONS, CHAPTER290, LOCAL JURISDICTIONAL REGULATIONS, AND IN ACCORDANCE WITH THE 2018 INTERNATIONAL PLUMBING CODE.3.SEPARATION OF PUBLIC WATER AND WASTEWATER MAINS SHALL BE CONSISTENT WITH THE CURRENT RULES &REGULATIONS FOR PUBLIC WATER SYSTEMS OF THE TCEQ.4.ALL PRIVATE WATER SERVICE LINES SHALL BE TYPE K SEAMLESS COPPER TUBING, MEETING THE REQUIREMENTS OFASTM B-885.WATER SERVICE LINES SHALL MAINTAIN A MINIMUM COVER OF THREE (3) FEET AND A MAXIMUM COVER OF FIVE (5)FEET UNLESS OTHERWISE SPECIFIED ON PLANS AND/ OR REQUIRED FOR UTILITY CROSSINGS.6.ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDSINSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY ANORGANIZATION ACCREDITED BY ANSI.7.ALL PLASTIC PIPE FOR USE IN PUBLIC WATER SYSTEMS MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATIONSEAL OF APPROVAL (NSF-PW) AND HAVE AN ASTM DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARDDIMENSION RATIO OF 26 OR LESS.8.ONLY NEW PIPE MATERIAL IS ALLOWED IN ANY PUBLIC DRINKING WATER SUPPLY.9.LEAD BAN SHALL BE FOLLOWED PER CURRENT TCEQ 290.44 (B) REGULATIONS.10.POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINESSHALL BE INSTALLED IN SEPARATE TRENCHES.11.NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANYAPPURTENANCES SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGEENTERING THE DRINKING WATER SYSTEM.12.ALL SECTIONS OF THE POTABLE WATER DISTRIBUTION SYSTEM SHALL BE INSTALLED NO CLOSER THAN NINE FEET INALL DIRECTIONS TO THE SANITARY SEWER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BEMEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. IF THE NINE FOOT SEPARATION CANNOT BE MET, FOLLOW CURRENT TCEQ CHAPTER 217.53 (D) AND 290.44 (E) REGULATIONS. IF CONFLICTS OCCUR,CONTACT ENGINEER.13.WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO A SEPTIC TANK OR DRAIN FIELD.14.FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATERMAIN, LATERAL, OR SERVICE.15.AFTER THE PIPE HAS BEEN LAID AND BACKFILLED, BUT PRIOR TO THE REPLACEMENT OF PAVEMENT, EACH VALVEDSECTION OF NEWLY LAID PIPE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST. TESTING PROCEDURESSHALL BE PER SPECIFICATION OR LOCAL JURISDICTION REQUIREMENTS WITH A MINIMUM PRESSURE OF 150 PSI,WHICHEVER IS MORE STRINGENT. ADJUSTMENT SHALL BE MADE FOR DIFFERENTIAL IN ELEVATION BETWEEN THELOW POINT OF THE SECTION BEING TESTED AND THE CENTERLINE OF THE PRESSURE TEST GAUGE.16.EACH VALVED SECTION OF PIPE SHALL BE SLOWLY FILLED WITH WATER TO THE SPECIFIED TEST PRESSURE,MEASURED TO THE POINT OF LOWEST ELEVATION. WATER SHALL BE SUPPLIED BY MEANS OF A PUMP CONNECTEDTO THE PIPE IN A SATISFACTORY AND SANITARY MANNER. PRESSURE SHALL BE HELD FOR A MINIMUM OF 2 HOURSWITHOUT PRESSURE LOSS OR PER LOCAL JURISDICTION. THE PUMP, PIPE CONNECTION, AND ALL NECESSARYAPPARATUS, INCLUDING GAUGES AND METERS SHALL BE FURNISHED BY THE CONTRACTOR.17.NO PIPE INSTALLATION WILL BE ACCEPTED UNTIL THE LEAKAGE OR PRESSURE LOSS IS LESS THAN REQUIRED.18.THE WATER LINES SHALL BE FLUSHED AND THOROUGHLY STERILIZED. STERILIZATION SHALL FOLLOW THEPROCEDURES AS OUTLINED IN CURRENT AWWA C651, OR PER LOCAL JURISDICTION, WHICHEVER IS MORESTRINGENT. A MINIMUM OF ONE SAMPLE FOR MICROBIAL TESTING SHALL BE COMPLETED PER 1,000 FEET OFCOMPLETE WATERLINE.DRAINAGE AREA MAP NOTES:1.THIS SHEET IS FOR SITE PLANNING PURPOSES ONLY. IT IS NOT TO BE USED AS A DOCUMENT FOR CONSTRUCTION.2.DRAINAGE CALCULATIONS WERE PERFORMED UTILIZING RATIONAL METHODOLOGIES.NOTESC0.0NOTESC0.0 BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025SURVEY CONTROLC0.1SURVEY CONTROLC0.1 PROP. BUILDING A~10472 SF.22.00' FFEFDCFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRE LAN E FIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRELANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEUEUEUEUEUEUEUEUEUEPPPPOEOEFIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEGGG G G G G GGGGGGGGFHFHCOVEREDSHEDONGRAVELOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE STST 6SA6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8WGGGGGGGGGGGGGGGGGGGGGGGG COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N C STN 23RD STRET 80' ROWFH8W8W8W8W2 1/2W2 1/2W6W8W8W18ST24ST 24ST 24ST24ST24ST24ST24ST24ST12ST 12ST24ST 42ST24ST24STSA6SA8W24ST24ST8W18ST18ST20.0'26.0'10.0'20.0'6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SASA30.0'EX. FIRE HYDRANTPROP. FIRE HYDRANTPROP. WALL MOUNTED FDCEX. WATER VALVEEX. SHEDEX. 24" STORM LINEEX. CHAIN LINK FENCEEX. CHAIN LINK FENCEEX. GRATE INLETEX. 24'' STORM LINEEX. DITCH FLOWLINEEX. DITCH FLOWLINEEX. 6'' SANITARY LINEEX. DITCH FLOWLINEPROP. CONCRETE DRIVEPROP. CONCRETE DRIVEEX. 24'' STORM LINECAUTION! EX. OVERHEAD ELECTRICCAUTION! EX. OVERHEAD ELECTRICPROP. CROSSWALKEX. ASPHALT ROADEX. PROPERTY LINEEX. PROPERTY LINEPROP. ADA RAMPPROP. SANITARY MANHOLEEX. GRATE INLETCONNECT TO EX. 8" WATER LINECONNECT TO EX. SANITARYMANHOLEEX. SANITARY MANHOLEEX. SANITARY MANHOLEEX. WATER METEREX. RECYCLING BIN COVEREX. SANITARY MANHOLEEX. POWER POLEPROP.2 1/2" DOMESTIC WATER LINECONNECT TO EX. GRATE INLETPROP. 6" SANITARY LINEEX. 10" SANITARY LINEPROP.2 1/2" WATER METERPROP.6" WATERLINEPROP. 6" TRAFFIC RATED SANITARY CLEANOUTFOR FUTURE PHASE CONNECTIONEX. 15" SANITARY LINEPROP. 2-24" STORM LINEEX. 8'' WATER LINEEX. 8'' WATER LINEPROP. 18" STORM LINECAUTION! EX. GAS LINEPROP. GRATE INLETPROP. ADA RAMPPROP. STORM JUNCTION BOXPROP. STORM GRATE INLETPROP. STORM GRATE INLETEX. AREA DRAINPROP. ADA PARKING WITH SIGNAGEPROP. 2 12 " GAS LINE, REF. MEPPROP. 24" STORM LINEPROP. STORM JUNCTION BOXPROP. 2-24" STORM LINEPROP. GRATE INLETPROP. 24" (H) x 38" (W) ARCH RCPPROP. 3'X3' STORM JUNCTION BOXEX. GRATE INLET, TYP.PROP. FENCEPROP. STORM JUNCTION BOXPROP. 19" (H) x 30" (W) ARCH RCPPROP. 14" (H) X 23" (W) ARCH RCPPROP. 8" WATER STUB OUTFOR FUTURE PHASE CONNECTIONPROP. 24" (H) x 38" (W) ARCH RCP STORM STUB OUTFOR FUTURE PHASE CONNECTIONPROP. FIRE WATERBUILDING CONNECTIONPROP. DOMESTIC WATERBUILDING CONNECTIONPROP. SANITARY SEWERBUILDING CONNECTIONPROP. GASBUILDING CONNECTIONPROP. STORM GRATE INLETPROP. 24" STORM LINEPROP. 19" (H) x 30" (W) ARCH RCP STORM STUB OUTFOR FUTURE PHASE CONNECTIONPROP.8" FIRE WATER LINEPROP. 12" STORM LINEPROP. CRUSHED LIMESTONEFOR TEMPORARY USEPROP. 2" IRRIGATION METERW/ BACKFLOW PREVENTERPROP. BOLLARD (2), TYP.PROP.2' CURB CUTPROP. CONCRETE FLUMEEX. 18" STORM LINEPROP.2' CURB CUTEX. FLOODPLAIN500 YEAR FLOODPLAINPROP. FIRE LANEPROP. JUNCTION BOXPROP. TRANSFORMERREF. MEPPROP. OVERHEAD ELECTRIC LINEREF. MEPPROP. POWERPOLEREF. MEPCONNECT EX. 18" STORM LINETO PROP. GRATE INLET FOR PHASE 1 TEMPORARYDRAINAGEPROP. FLAG POLEREF. ARCHPROP. ADA PARKINGW/ SIGNAGEPROP. GENERATORREF. MEPPROP. GENERATOR PADREF. STRCPROP. BUILDING COLUMN, TYPREF. ARCHPROP. 2 - 24" CONCRETE S.E.TPROP. STORM GRATE INLETPROP. GRATE INLET FORPHASE 1 TEMPORARYDRAINAGEPROP. ASPHALT FOR PHASE 1 TEMPORARYCONNECTION TO EXISTING GRADEPROP. ELEC. SERVICE0.2 PCT ANNUAL CHANCE FLOOD HAZARD ZONEAREA OF M IN IMAL FLOOD HAZARDZONE XPROP. S.E.T.PROP. S.E.T.30.0'PROP. MITIGATION AREA~13,800 SFGGGGGGGGG20181921202018181919ZONE AE0.2 PCT ANNUAL CHANCEFLOOD HAZARD ZONEPROP. SIDE OPENINGAT BOTTOM OF DITCHELEVATIONREF GRADING PLAN SHEET C500PROP. GATEREF. ARCHBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png SAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSPROPOSED FENCEEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYFDCPIVwwSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED 6" CRUSHED LIMESTONEEXISTING FLOODPLAIN100% CONSTRUCTION DOCUMENTS08/04/2025CIVIL SITE PLAN PHASE 1C1.0N C STN 23RDST VICINITY MAPSCALE: 1" = 250'CIVIL SITE PLAN PHASE 1C1.0MATCHLINE 1PROP. MITIGATION PONDPROJECT BOUNDARYPHASE 1 BUILDINGMITIGATION AREASCALE: 1" = 40' PROP. BUILDING A~10472 SF.22.00' FFEFDCFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRELANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEFHFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WCOVEREDSHEDONGRAVELOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE STST 6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGGGGG COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N 23RD STRET 80' ROWEX. FIRE HYDRANTFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W20.0'8W20.0'24.0'PROP. FIRE HYDRANTPROP. FIRE LANER 3 0 . 0 'R30.0'152.61' HAND LAY OF HOSE142.87' HAND LAY OF HOSE170.95' HAND LAY OF HOSE 89.85' HAND LAY OF HOSE HOSELAYHOSELAY68.30' HOSE LAY21.72' HOSE LAY EX. FIRE HYDRANTBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png PROPOSED BUILDINGHOSELAYHOSE LAY PATHLEGENDHAND LAY PATHFIRELANEREQUIREMENTS REFERENCE ARCHITECTPROP. FIRE LANE, FOR STENCILING100% CONSTRUCTION DOCUMENTS08/04/2025FIRE SITE PLAN PHASE 1C1.1FIRE SITE PLAN PHASE 1C1.1 COVEREDSHEDONGRAVELOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE STST 6SA6SA6SA6SA15SA 15SA 15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTUEUEUEUEUEUEUEUEUEUEUEUEBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGGGGGGG COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET EX.BUILDINGN 23RD STRET 80' ROWEX. PAVEMENT TO BE REMOVEDEX. PAVEMENT TO BE REMOVEDEX. CHAIN LINK FENCE TO REMAINEX. CHAIN LINK FENCE TO REMAINEX. CONCRETE PAD TO REMAINEX. CONCRETE PAVEMENT TO REMAINEX. BUILDING TO REMAINEX. CONCRETE PAD TO REMAINEX. STORM TO BE REMOVEDEX. STORM INLETTO BE REMOVEDEX. STORM INLET TO BE REMOVEDEX. STORM INLET TO REMAINEX. STORM INLETS TO REMAINEX. STORM TO BE REMOVEDEX. 24" STORM LINE TO REMAINEX. 24" STORM LINE TO REMAINEX. PAVEMENT TO BE REMOVEDEX. SHED TO REMAINEX. SHED TO REMAINEX. SHED TO REMAINEX. SHED TO REMAINEX. FIRE HYDRANTTO REMAINEX. STORM INLET TO BE REMOVEDRECCONECT EX. PIPES WITH A NEW PIPE JOINTAND WATER TIGHT CONNECTIONCAUTION! EX. UNDEGROUND ELEC SERVICETO SHED TO BE REROUTED, REF ELECTRICALEX. CHAIN LINK FENCE TO BE REMOVEDEX. STORM INLETS TO REMAINEX. FIRE HYDRANTTO REMAINEX. CHAIN LINK FENCE TO REMAINEX. DITCH TO REMAINEX. STORM INLET TO REMAINEX. LIGHT POLE TO REMAINEX. DOUBLE 24" STORMLINE TO BE REMOVEDEX. SIGN TO BE REMOVEDEX. 18" STORM TO REMAIN(ABANDONED)EX. 8" WATER LINE TO REMAINEX. 10" SANITARYSEWER TO REMAINEX. SANITARY MANHOLETO REMAIN, TYP.CAUTION! EX. GAS TO REMAINEX. POWER POLE TO REMAINEX. STORM TO BE REMOVEDEX. LIGHT POLE & FUNDATIONTO BE REMOVEDEX. POWER POLE TO REMAINEX. 8" WATER LINE TO REMAINEX. CHAIN LINK TO BE REMOVEDEX. 24" STORM LINE TO REMAINEX. OVERHEAD ELECTRIC TO REMAINCAUTION! EX. UNDERGROUND ELEC.TO REMAINEX. 18" STORM TO BE RECONNECTEDTO PROP. GRATE INLETEX. ASPHALT ROAD TO BE REMOVEDAND REPLACED FOR SANITARYCONNECTIONCAUTION! EX. GAS LINE TO REMAINEX. PAVEMENT & BASE TO BE REMOVEDEX. PIPE PENETRATION ON SIDEWALL TOBE REPAIRED AND CLOSED AFTER STORMDEMOEX. 8" WATER LINETO REMAINEX. GAS LINETO REMAINPROVIDE NEAT SAWCUTALONG PAVEMENT EDGEEX. BUILDINGTO REMAINEND OF CHAIN LINK DEMOLITIONPROVIDE NEATSAWCUT AT ALLPAVEMENT EDGESPROVIDE NEATSAWCUT AT ALLPAVEMENT EDGESEND OF CHAIN LINK DEMOLITIONEX. OVERHEAD ELECTRIC TO REMAINEX. FENCE TO BE REMOVED FOR NEW DRIVEWAYEX. CONCRETE PAD TO BE REMOVED500 YEAR FLOODPLAINBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png LEGENDEX PAVEMENT AND BASE TO BECOMPLETELY REMOVED(DEMOLITION AREA)100% CONSTRUCTION DOCUMENTS08/04/2025CIVIL DEMOLITION PLANPHASE 1C2.0CIVIL DEMOLITION PLAN PHASE 1C2.0 PROP. BUILDING A~10472 SF.22.00' FFE8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W4W 4W 8WCOVEREDSHEDONGRAVEL6SA6SA6SA15SA 15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SAFHFH SAwSALPBM 2BM 1wwCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET EX.BUILDINGN 23RD STRET 80' ROWSA25.0'2.0'90.5'2.0'59.4'19.5'30.0'R4.0'R30.0'R10.0'R4.0'R4.5'R4.5'48.5'R10.0'R10.0'R10.0'R15.0'R15.0 ' 29.9' R3 0 . 0 'R30.0'15.5'R4.5'R30.0'7.9'5.2'7.5'46.0'107.3'13.5'15.5'43.5'6.0'22.3'5.0'20.0',TYP.6.0'15.5'67.8'21.5'7.8' 189.5' 20.0' 5.0'41.4'10.0',TYP.20.0',TYP.1.5'15.7'8.0'43.2'64.0'218.1'77.5'89.7'1.5'16.0'30.0'20.0'224.0'191.8'30.0'4.5'30.7'5.0'99.1'12.9'9.9'25.2'13.8'4.5'5.5'16.2'2.0'2.0'10.0',TYP.26.0'0.2'7.7'7.0'5.0'7.5'65.0'24.4'42.9 '10.0',TYP.20.0', TYP.5.0'25.4'52.1'51.0'25.0'4.5'7.0'5.0'23.5' 20.0'5.0'2.3'33.2'64.7'5.4'79.2'9.8'27.1'R4.5'8.0'19.1'87.2'49.9'29.9'38.7'40.5'500 YEAR FLOODPLAIN2.0'96.1'27.3'R13.0'4.0'7.5'2.0'6.2'5.0'10.0'11.0'10.0'9.1'1.5'9.3'28.5'3.3'3.3'R30.5'R30.0'R10.0'12.0'3.0'R4. 5 '1.4'R10.0'5.0'20.0'6.0'7.7'1.4'7.0'4.0'4.3' BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png SAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSPROPOSED FENCEEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYFDCPIVwwSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED 6" CRUSHED LIMESTONEEXISTING FLOODPLAIN100% CONSTRUCTION DOCUMENTS08/04/2025C3.0C3.0CIVIL DIMENSION CONTROL PLAN PHASE 1C3.0CIVIL DIMENSION CONTROLPLAN PHASE 1 PROP. BUILDING A~10472 SF.22.00' FFEPPPPOEOE8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W4W 8WCOVEREDSHEDONGRAVELSTSTSTSTSTSTSTSTBM 2BM 1COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N C STEX.BUILDINGN 23RD STRET 80' ROWEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ EJ EJEJEJEJEJEJEJEJPROP.7" CONCRETE PAVEMENTPROP.7" CONCRETE PAVEMENTPROP.7" CONCRETE PAVEMENTPROP.4" CONCRETE PAVEMENTPROP. 4" WIDE WHITESTRIPINGCONNECT TO EX.ASPHALT PAVEMENTPROP.ADA RAMPPROP.ADA RAMPCONNECT TO EX. ASPHALT PAVEMENTCONNECT TO EX. ASPHALT PAVEMENTCONNECT TO EX. ASPHALT PAVEMENTPROP. 6" CURB,TYP.CONNECT TO EX. ASPHALT PAVEMENTPROP.ASPHALT PAVEMENTPROP. SOD AREAFOR TEMPORARY USEPROP. 6" CURBPROP. ADA STRIPINGPROP. ADA CROSSWALKPROP. ADA CROSSWALKEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJPROP. 7" CONCRETE SIDEWALKPROP. 6" CURBPROP.6" CURBPROP. 2" CURB CUTPROP. 2" CURB CUTPROP. CONCRETE FLUMEEJPROP. FLUSH CURBPROP. 2 BOLLARDSPROP. 6" CURBEJEJEJPROP. 6" CURBEJPROP. ASPHALT PAVEMENT TO TRANSITION TO EX ASPHALTPROP. ASPHALT PAVEMENT TOTRANSITION TO EX ASPHALTPROP. ASPHALT PAVEMENT TO TRANSITION TO EX ASPHALTEJ EJPROP. WHEELSTOPSEJTRANSITION TO 6" CURB OVER 28" LFPROP. FLUSH CURBTRANSITION TO FLUSH CURB OVER 33.5 LFPROP. FLUSH CURBTRANSITION TO FLUSH CURB OVER 33.5 LFBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png LEGENDEJEJEJEXISTING PAVEMENT EDGECONTROL JOINTEXPANSION JOINTPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED TEMPORARY SOD100% CONSTRUCTION DOCUMENTS08/04/2025PAVING PLAN PHASE 1C4.0PAVING PLAN PHASE 1C4.0 PROP. BUILDING A~10472 SF.22.00' FFE8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WCOVEREDSHEDONGRAVELOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE STST 6SA6SA6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTFHFHPPPPLPBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8Www8W GGGGGGGGGGGGGGGGGGGGGGGGCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N C STN 23RD STRET 80' ROW202018181919 21212121 212021 -0.35%-1.27%-1.20%500 YEAR FLOODPLAIN2% MAXCROSS SLOPESW 21.98TC 21.88TR 21.76SW 21.67TC 21.49SW 21.98SW 21.98TC 21.54TR 21.59SW 21.96SW 21.98TC 21.59TP 21.35TP 21.21TP 20.73TP 21.08TP 21.07TC 21.32ME @ TP20.57ME @ TP20.29SW 21.98SW 21.67TC 21.60ME @ TP20.30ME @ TP???SW 21.52TP 21.02TC 20.98SW 21.82TG 20.52SW 21.91TR 21.63BR 21.14BR 21.10TC 21.04TC 20.85TC 21.41TC 21.56TC 21.04TC 20.53TC 21.46TR 21.63BR 21.26BR 21.13TC 21.73TC 21.19TC 21.59TC 21.22SW 21.82TC 21.49TC 21.03TG 20.86TG 20.55ME @ TP20.86TP 21.50SW 21.95SW 21.88SW 21.87TC 21.72TG 21.75ME @ TP21.15TC 21.51TC 21.89SW 20.96TP 21.13TG 21.75TP 21.34TP 20.96TP 21.34TP 20.70TC 21.94SW 21.35TC 21.75TP 21.48TP 20.99TC 21.52TC 21.64TP 21.40TP 21.50TP 20.54TP 20.97TP 21.02TC 21.42TC 21.94ME @ TP20.87TG 19.95TG 19.66TG 19.92TG 19.61TC 21.30TC 21.10TC 20.87TC 20.55TC 20.79TC 21.60ME @ TP21.09TP 21.39TP 21.98TP 21.24TP 21.26TP 21.17FL 20.93TP 20.74FL 20.74FL 20.35FL 21.41FL 20.18FL 19.97FL 20.10TP 20.92TC 21.68SW 21.79SW 21.84SW 21.83SW 21.91SW 21.98TC 21.98TG 20.35TP 20.18TP 20.99TC 21.06TP 20.33ME @ TP20.90TP 20.89TP 20.83TC 22.19TP 20.83TG 20.70TC 21.28TC 21.53TC 21.48TC 21.48TC 21.51TC 21.53TC 21.43TC 21.54TC 21.54TC 21.90TC 21.65TC 21.59TP 21.03TP 21.48TC 21.35TC 21.46TC 21.68SW 21.46SW 21.67TC 21.54SW 21.86TP 21.25TP 21.32TC 21.03TP 20.06TP 20.81TP 20.77TP 19.97TP 20.26SW 21.52SW 21.92SW 21.98TP 21.10SW 21.67TC 21.68TC 21.60TP 21.72TP 21.69TP 21.71TP 21.75TG 21.21TG 21.22TC 21.84TC 21.31FL 21.07TC 21.10TC 20.94TC 21.51TC 21.76TC 21.46FG 21.56SW 21.76TP 19.36TP 19.35TP 20.58TP 20.48TC 21.52SW 21.62SW 22.00SW 21.92TC 21.65TP 21.36TP 21.19TC 21.79TP 20.33TP 20.49TP 20.25SW 21.98SW 21.98SW 21.98SW 21.97SW 21.92TP 21.24FL 21.07FL 21.09TP 20.85TP 20.72TP 20.68TP 20.59FL 21.04FL 20.62TC 21.95TC 22.08TP 20.82TP 20.85TP 20.96TG 20.76TC 21.30TC 21.30FL 20.58TP 20.89TP 20.89212121 2120192120192121 2121202119181920212121 21212% MAXCROSS SLOPETP 21.29SW 21.87TP 21.00TC 21.52TC 21.44TRANSITION TO FLUSHCURB OVER 28 LFFG 21.39FG 21.30FG 21.34FG 21.28TP 20.86SW 21.98SW 21.98SW 21.91SW 21.60TC 20.84TC 20.54PROP. MITIGATION AREA~13,800 SF6SA6SA6SA6SA6SA6SA6SA6SA 6SA 6SA 6SA SASAGGGGGGGGG1818191921ME @ TP21.68ME @ TP21.66FG 20.82FG 18.58FG 20.74FG 18.04FG 20.67FG 17.49FG 17.25FG 20.25FG 20.25FG 18.34FG 17.79FG 20.31EX FL 17.2520.0' WIDE SIDEOPENINGPROP. FENCE1920181920192018 19 20181920 BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png EXISTING CONTOURSPROPOSED CONTOURSPROPERTY LINEPROPOSED SWALE WITHDIRECTION OF FLOW ARROWSPROPOSED RETAINING WALL340340 BRPROPOSED FINISHED GRADE AT BOTTOM OF RAMP BSPROPOSED FINISHED GRADE AT BOTTOM OF STAIR BWPROPOSED FINISHED GRADE AT BASE OF WALL FGPROPOSED FINISHED GRADE ELEVATION FLPROPOSED FLOWLINE ELEVATION GPROPOSED GUTTER FLOWLINE ELEVATION GBPROPOSED GRADE BREAK JBPROPOSED TOP OF JUNCTION BOX ELEVATIONME @ SWMATCH EXISTING SIDEWALK ELEVATION***ME @ TCMATCH EXISTING TOP OF CURB ELEVATION***ME @ TPMATCH EXISTING AT TOP OF PAVEMENT ELEVATION*** SWPROPOSED TOP OF PAVEMENT AT SIDEWALKELEVATION TCPROPOSED TOP OF CURB ELEVATION TGPROPOSED TOP OF GRATE ELEVATION TPPROPOSED TOP OF PAVEMENT ELEVATION TRPROPOSED TOP OF RAMP ELEVATION TWPROPOSED TOP OF WALL ELEVATION***CONTACT GESSNER ENGINEERING WITH ANY DISCREPANCIESBETWEEN THE ME ELEVATION CALLED OUT ON THE PLANS ANDFIELD CONDITIONSLEGEND100% CONSTRUCTION DOCUMENTS08/04/2025GRADING PLAN PHASE 1C5.0GRADING PLAN PHASE 1C5.0PROPOSED MITIGATION POND GRADING PLANSCALE: 1" = 30' PROP. BUILDING B~22820 SF.22.00' FFEPROP. SHEDADDITION~1016 SF.PROP. SHEDADDITION ~758 SF.FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEPROP. BUILDING A~10472 SF.22.00' FFEPROP.MITIGATIONAREA~13,800 SFFDCPPPPCOVEREDSHEDONGRAVELCOVEREDFUEL ISLANDFOOE OE OE OE OE OE OE OEOEOEOE OEOEFOOE6SA6SA6SA6SA6SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA 6SA 6SA 6SA 6SA 15SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST8W6W6W6W6W 6W6WcoBM 2BM 18W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGGGGGGGGGCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N C STJOE SWINBANK FAMILY LIMITED PARTNERSHIPF.C.NO. RP-2017-321602O.P.R.H.C.T.CITY OF LA PORTEF.C.NO. K867743O.P.R.H.C.T.LAVACA PIPELINE COF.C.NO. U5 I 4237O.P.R.H.C.T.LA PORTE SELF STORAGEF.C.NO. 569278H.C.M.R.N 23RD STRET 80' ROWPROP. SHEDADDITION~2000 SF.PROP. EQUIPMENTSTORAGE AND WASHBAY~4250 SF.BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'NCAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png 0SCALE: 1"= 70'70140210SAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSPROPOSED FENCEEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYPIVSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED TEMPORARY SOD340340PROPERTY LINEPROJECT BOUNDARYEXISTING CONTOURSPROPOSED CONTOURSLEGENDGRASS/LANDSCAPED COVER>>>>>FLOW PATH100% CONSTRUCTION DOCUMENTS08/04/2025EXISTING CONDITIONS: 2005PROPOSED CONDITIONS FULL BUILD OUTIMPERVIOUS COVEREXHIBITC6.0AERIAL PHOTO FROM 1989 (IMPERVIOUS COVER) DRAINAGE AREA B STUDY POINTDRAINAGE AREA A STUDY POINTFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE 8W2 1/2W8W8W8W8W4W DRAINAGE AREA A STUDY POINTPERVIOUS COVER, TYP.FOFOOE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEFOFOOEOE6SA6SA6SA6SA6SA6SA6SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA 15SA 6SA 6SA 6SA 6SA 6SA 6SA 15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24STSTSTSTSTST STUEUEUEUE8W8W6W6W6W6W6W6W6W6WFHFHFHFHFHSASASASASASASASAwwSAPPPPPPPPPPPPPPPPPPLPLPcoTGBM 2BM 18W8W8W8W8W8W8W8W8WwwwwSA15SA15SA8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W FHwwGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPPCALLED 60.865 ACRESJOE SWINBANK FAMILY LIMITED PARTNERSHIPF.C.NO. RP-2017-321602O.P.R.H.C.T.CALLED 8.022 ACRESCITY OF LA PORTEF.C.NO. K867743O.P.R.H.C.T.LAVACA PIPELINE COF.C.NO. U5 I 4237O.P.R.H.C.T.LA PORTE SELF STORAGEF.C.NO. 569278H.C.M.R.MAJOE LA PORTESUBDIVISIONF.C.NO. 656090H.C.M.R.EX. BUILDINGPPEX. PROPERTY LINESADRAINAGE AREA ASTART OF SHEET FLOWDRAINAGE AREA ASTART OF SHALLOW CONCENTRATED FLOWDRAINAGE AREA BSTART OF SHEET FLOWDRAINAGE AREA BSTART OF PIPE FLOWEX. 18" RCPDRAINAGE AREA BSTART OF SHALLOW CONCENTRATED FLOWDRAINAGE AREA BSTART OF PIPE FLOWEX. 24" RCP212120202020222221 212222 2022 22 2121222324252627282222242426262819 20 21 22 18 20 20 22 2021202218181919201818202022 222020 21 20 20 22B APROP. FLOODPLAINAREA OF MINIMAL FLOOD HAZARDZONE X0.2 PCT ANNUAL CHANCE FLOOD HAZARDZONE XZONE AEBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'NCAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png DRAINAGE AREA BOUNDARYDRAINAGE AREA LABEL ANDFLOW DIRECTIONPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100-YEAR PIPE FLOW PATHLANDSCAPED AREA(PREVIOUS AREA)A1LEGEND3403400SCALE: 1"= 70'70140210100% CONSTRUCTION DOCUMENTS08/04/2025100-YEAR SHEET FLOW PATHPRE-DEVELOPED DRAINAGEAREA MAPC6.1PRE-DEVELOPED DRAINAGE AREA MAPC6.1 PROP. SHEDADDITION~2000 SF.PROP. EQUIPMENT STORAGE ANDWASHBAY~4250 SF.WPROP. BUILDING B~22820 SF.22.00' FFEPROP. SHED ADDITION~1016 SF.PROP. SHED ADDITION~758 SF.FIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEDRAINAGE AREA A STUDY POINTPROP. BUILDING A~10472 SF.22.00' FFEPROP. MITIGATION AREA~13,800 SFFDCFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE GGGGGGFH FH8W2 1/2W8W8W8W8W4W COVEREDSHEDONGRAVELCOVEREDFUEL ISLANDOE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOE6SA6SA6SA6SA6SA6SA6SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA 15SA 6SA 6SA 6SA 6SA 6SA 6SA 15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST8W8W6W6W6W6W6W6W 6W6WFHFHFHFHFHSASASASASASASASASAPPPPPPPPPPPPPPPPLPcoTGBM 2BM 18W8W8W8W8W8W8W8W8WwwwwSA15SA15SA8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W FHwwGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELPPN 23RD STREET N C STCALLED 60.865 ACRESJOE SWINBANK FAMILY LIMITED PARTNERSHIPF.C.NO. RP-2017-321602O.P.R.H.C.T.CALLED 8.022 ACRESCITY OF LA PORTEF.C.NO. K867743O.P.R.H.C.T.LAVACA PIPELINE COF.C.NO. U5 I 4237O.P.R.H.C.T.LA PORTE SELF STORAGEF.C.NO. 569278H.C.M.R.MAJOE LA PORTESUBDIVISIONF.C.NO. 656090H.C.M.R.EX. PROPERTY LINEN 23RD STRET 80' ROWSA24ST212120202020222221 212222 2022 22 2121222324252627282222242426262819 20 21 22 18 20 20 22 2021202218181919201818202022 222020 21 20 20 22 DRAINAGE AREA ASTART OF SHALLOW CONCENTRATED FLOWDRAINAGE AREA ASTART OF SHEET FLOWDRAINAGE AREA BSTART OF SHEET FLOWDRAINAGE AREA B STUDY POINTDRAINAGE AREA BSTART OF PIPE FLOWPROP. 24" RCPDRAINAGE AREA BSTART OF PIPE FLOWPROP. 21" RCPDRAINAGE AREA BSTART OF SHALLOW CONCENTRATED FLOWBAAREA OF MINIMAL FLOOD HAZARDZONE X0.2 PCT ANNUAL CHANCE FLOOD HAZARDZONE XZONE AEDRAINAGE AREA B100-YEAR SHEET FLOWBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'NCAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png DRAINAGE AREA BOUNDARYDRAINAGE AREA LABEL ANDFLOW DIRECTIONPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100-YEAR PIPE FLOW PATHLANDSCAPED AREA(PREVIOUS AREA)A1LEGEND3403400SCALE: 1"= 70'70140210100% CONSTRUCTION DOCUMENTS08/04/2025100-YEAR SHEET FLOW PATHPOST-DEVELOPED - FULLBUILD OUT DRAINAGE AREAMAPC6.2POST DEVELOPED - FULL BUILD OUT DRAINAGE AREA MAPC6.2NOTE: PLAN SHOWS FULL BUILD OUT FOR PHASE 1-4 PROP. BUILDING B~22820 SF.22.00' FFEPROP. SHED ADDITION~1016 SF.PROP. SHED ADDITION ~758 SF.FIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEPROP. EQUIPMENT STORAGE ANDWASHBAY~4250 SF.PROP. BUILDING A~10472 SF.22.00' FFEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEFOFOFOOEOEOEOEOEOE15SA15SA15SA15SA15SA15SA15SA15SA 15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA15SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST8W8W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6WFHFHFHSAPPPPPPLPcoTG8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGPP6ST12ST 12ST 18ST18ST24ST24ST 24ST 24ST24ST24ST24ST24ST24ST24ST24ST24ST24STGRATE INLET 1DRAINAGE AREA = 0.29 acGRATE INLET 2DRAINAGE AREA = 0.18 acGRATE INLET 3DRAINAGE AREA = 0.06 acGRATE INLET 4DRAINAGE AREA = 0.21 acGRATE INLET 5DRAINAGE AREA = 0.01 acGRATE INLET 6DRAINAGE AREA = 0.27 acGRATE INLET 7DRAINAGE AREA = 0.28 acGRATE INLET 8DRAINAGE AREA = 0.83 acGRATE INLET 9DRAINAGE AREA = 0.10 acPROP. JUNCTION BOX 1PROP. JUNCTION BOX 2PROP. JUNCTION BOX 3PROP. JUNCTION BOX 4EX. INLETS 1EX. INLETS 2EX. INLETS 3PROP. S.E.T OUTFALL181920212222 2222181820202020222222212121 2121 21 212120202020 222222 21 21212121 21212121 2222BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025POST-DEVELOPED STORM INLET DRAINAGE AREA MAPC6.3C6.3 BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025POST-DEVELOPED 5-YEAR STORM MODEL RESULTSC6.4C6.4PIPESJUNCTIONS BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025POST-DEVELOPED 100-YEAR STORM MODEL RESULTSC6.5C6.5PIPESJUNCTIONS 0+001+002+003+003+45SECTION 1COVEREDSHEDONGRAVELCOVEREDFUEL ISLANDFO LPTGBM 2BM 1COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RD STREET N C STN 23RD STRET 80' ROWPOND INSTALLEDWITH PHASE 1PROP. BUILDING B~22820 SF.22.00' FFEPROP. SHED ADDITION~1016 SF.PROP. SHED ADDITION~758 SF.PROP. SHED ADDITION~2000 SF.PROP. EQUIPMENTSTORAGE AND WASHBAY~4250 SF.PROP. BUILDING A~10472 SF.22.00' FFEPROP. MITIGATION AREA~13,800 SF8W2 1/2W8W8W8W8W8W8W4W AREA OF MINIMAL FLOOD HAZARDZONE X0.2 PCT ANNUAL CHANCE FLOOD HAZARDZONE XZONE AEFLOODPLAIN MITIGATION SECTION 1SCALE: 1"=20' H, 1"=2' V152025152025-0+200+000+501+001+502+002+503+003+504+00500 BFE=21.50'FGFFE=22.00'EGEG 20.99EG 21.1FG 20.85FG 20.49FG 20.14FG 20.24FG 20.49FG 20.69FG 20.89FG 21.11FG 21.79FG 22.00FG 22.00FG 22.00FG 22.00FG 22.00FG 22.00FG 21.89FG 21.82 FG 21.84 FG 21.88 FG 21.90 FG 21.88 FG 21.89 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FG 22.00 FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 FL 21.50 500 YEAR FLOODPLAINAREA OF FILLBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'NCAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png 0SCALE: 1"= 40'4080120100% CONSTRUCTION DOCUMENTS08/04/2025FLOODPLAIN MITIGATION CALCULATIONS:NOTE: FULL BUILDOUT IS CONSIDERED IN THESE MITIGATION CALCULATIONS500-YR BFE = 21.5'HIGEST CROWN ELEVATION OF THE ROAD = 21.0'FFE MUST BE 1 HIGHER THAN CROWN OF ROAD = 22.0'TOTAL VOLUME OF MATERIAL PLACED BELOW 500-YR BFE = 1635.15 CYTOTAL VOLUME OF MATERIAL REMOVED FROM 500-YR BFE = 1739.33 CYTOTAL MITIGATION VOLUME REQUIRED = 900.06 CYTOTAL MITIGATION VOLUME PROVIDED = 1004.24 CYFLOODPLAIN MITIGATION PLANC6.5C6.5FEMA FLOODPLAIN LIMITLEGENDPROPOSED AREAS OF CUTPROPOSED AREAS OF FILL PROP. BUILDING A~10472 SF.22.00' FFEFDCUEUEUEUEUEUEUEUEUEPPPPOEOEFHFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WCOVEREDSHEDONGRAVELSTST 6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGGGGG COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N 23RD STRET 80' ROW0+00 0+76SA6SA6SA6SA6SA6SA6SA6SA6SA 6SA6SA6SA6SA6SA6SAFH8W8W8W8W2 1/2W2 1/2W6W8W8W0+001+002+000+001+001+190+001+002+0024ST 24ST 2020 2020 18181919 1919212121 212124ST24ST24ST24STSA24ST24ST24ST24ST24ST8W0+000+9124ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST18ST12ST 12ST0+00 0+7624ST24ST8W118'40'21212121 20 2021212121216SA6SA6SA6SA 212120 20202020 2020202121212020EXISTING DOUBLE 24" RCP21202022 202020 2020 2121 20212118ST18ST 0+00 0+38 STA 1+74.19, ST-6INSTALL:1 - 3'X3' GRATE INLETTOP=20.86'INV 22" IN (E) = 17.83INV 24" OUT (W) = 17.64STA 0+01.38, ST-6INSTALL:1 - CAST IN PLACE 7'X4' JUNCTION BOXCONNECT TO EX. 24" STORM(TWO BARRELS W/ MH ACCESS)EX. INV OUT (N)=17.3EX. INV OUT (S)=17.3FIELD VERIFY LOCATION AND ELEVATIONTOP=21.24'INV 24" IN (E) = 17.30STA 0+89.36, ST-3INSTALL:1- 2.5'X2.5' GRATE INLETCONNECT TO EX. 18" RCP EX. INV IN (E) = 17.5' FIELD VERIFY LOCATION AND ELEVATIONTOP=21.75'INV 18" IN (W) = 17.75INV 18" OUT (S) = 17.75STA 1+19.06, ST-3INSTALL:1 - 2.5'X2.5' GRATE INLETTOP=21.75'INV 6" IN (SW) = 18.00INV 18" IN (N) = 18.01INV 18" OUT (E) = 17.91STA 0+26.53, ST-2INSTALL:1 - 3'X3' GRATE INLETTOP=20.52'INV 36" IN (E) = 16.99INV 36" OUT (W) = 16.99STA 0+55.89, ST-4INSTALL:1 - 3'X3' GRATE INLETW/ 4'X4' JUNCTION BOXTOP=20.76'INV 24" OUT (N) = 17.43STA 0+28.98, ST-6INSTALL:1 - 3'X3' GRATE INLETTOP=20.55'INV 24" IN (E) = 17.35INV 24" OUT (W) = 17.35STA 2+15.69, ST-2STORM STUB OUT FOR FUTURE PHASESTOP=21.02'INV 36" IN (E) = 17.39INV 36" OUT (W) = 17.39STA 0+00.00, ST-1INSTALL:1 - 24" SETTOP=20.79'INV 24" IN (N) = 16.70STA 1+82.72, ST-2=STA 0+00.00, ST-3 AND ST-4INSTALL:1 - 4'X4' JUNCTION BOXTOP=20.86'INV 24" IN (N) = 17.30INV 36" IN (E) = 17.30INV 36" OUT (W) = 17.30STA 1+51.69, ST-2INSTALL:1 - 3'X3' GRATE INLETTOP=20.70'INV 36" IN (E) = 17.26INV 24" IN (S) = 17.26INV 36" OUT (W) = 17.26STA 1+25.53, ST-6=STA 0+00.00, ST-7INSTALL:1 - 3'X3' JUNCTION BOXTOP=21.10'INV 24" IN (E) = 17.54INV 12" IN (S) = 17.54INV 24" OUT (W) = 17.55STA 2+83.63, ST-6STORM STUB OUT FOR FUTURE PHASESTOP=21.40'INV 22" IN (E) = 18.04INV 22" OUT (W) = 18.04STA 0+00.00, ST-8INSTALL:1 - SET HEADWALLTOP=20.90'INV 22" IN (W) = 18.99STA 1+10.16, ST-3INSTALL:1 - 6" 45° BEND1 - 6"X18" WYETOP=21.80'INV 18" IN (W) = 17.87INV 6" IN (S) = 18.36INV 18" OUT (E) = 17.87STA 0+51.66, ST-3INSTALL:1 - 6" 45° BEND1 - 18"X6" WYETOP=21.94'INV 18" IN (N) = 17.56INV 6" IN (W) = 18.06INV 18" OUT (S) = 17.56STA 0+21.00, ST-3INSTALL:1 - 6"X18" WYE1- 24"X18" REDUCERTOP=21.59'INV 18" IN (N) = 17.41INV 6" IN (W) = 17.91INV 24" OUT (S) = 17.41STA 0+00.00, ST-9INSTALL:1 - 24" SETTOP=20.79'INV 24" IN (N) = 16.70STA 0+76.07, ST-9CONNECT TO EX. GRATE INLETEX. INV 24" OUT (S)=16.9'FIELD VERIFY LOCATION AND ELEVATIONTOP=19.98'INV 24" OUT (S) = 16.91STA 0+75.82, ST-1CONNECT TO EX. GRATE INLETEX. INV 24" OUT (S)=16.9'FIELD VERIFY LOCATION AND ELEVATIONTOP=20.01'INV 24" OUT (S) = 16.90STA 0+44.20, ST-1=STA 0+00.00, ST-2INSTALL:1 - CAST IN PLACE 7'X4' JUNCTION BOXW/ MH ACCESSTOP=21.05'INV 36" IN (E) = 16.93INV 24" IN (N) = 16.82INV 24" IN (N) = 16.82INV 24" OUT (S) = 16.82INV 24" OUT (S) = 16.82CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.87'INV 6" OUT (E) = 17.95CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.97'INV 6" OUT (E) = 18.17STA 0+58.30, ST-7INSTALL:1- 2'X2' JUNCTION BOXTOP=21.93'INV 6" IN (W) = 18.13INV 12" IN (S) = 17.84INV 12" OUT (N) = 17.84STA 0+84.76, ST-7INSTALL:1 - 6" 45° BEND1- CLEANOUTTOP=21.96'INV 12" IN (SW) = 17.97INV 12" OUT (N) = 17.97STA 0+88.35, ST-7INSTALL:1 - 6" 45° BENDTOP=21.97'INV 12" IN (W) = 17.99INV 12" OUT (NE) = 17.99STA 0+89.81, ST-7CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.98'INV 12" OUT (E) = 17.99STA 0+22.80, ST-7INSTALL:1 - 6" 45° BEND1 - 6"X12" WYETOP=21.86'INV 6" IN (W) = 17.91INV 12" IN (S) = 17.66INV 12" OUT (N) = 17.66CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.96'INV 6" OUT (N) = 18.48CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.96'INV 6" OUT (E) = 18.08CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.60'INV 6" OUT (E) = 17.93INSTALL:1 - 6" 45° BENDTOP=21.90'INV 6" IN (S) = 18.11INV 6" OUT (NE) = 18.11CONNECT TO BUILDING DOWNSPOUTREF. MEP FOR CONTINUATIONTOP=21.97'INV 6" OUT (N) = 18.16STA 0+37.63, ST-10INSTALL:1- 2.5'X2.5' GRATE INLETTOP=20.66'INV 18" OUT (S) = 18.1331.03 LF 24" (H) X 38" (W) ARCH RCP @ 0.13%37.69 LF 18" HDPE @ 0.50%20.80 LF 18" HDPE @ 0.55%96.56 LF 24" RCP @ 0.20%55.89 LF 24" RCP @ 0.30%27.60 LF 24" RCP @ 0.19%32.97 LF 24" (H) X 38" (W) ARCH RCP @ 0.25%125.16 LF 24" (H) X 38" (W) ARCH RCP @ 0.22%48.66 LF 24" RCP @ 0.20%109.43 LF 19" (H) X 30" (W) ARCH RCP @ 0.20%5.47 LF 18" HDPE @ 0.50%21.00 LF 24" HDPE @ 0.51%31.79 LF 24" RCP @ 0.25%8.90 LF 18" HDPE @ 0.50%26.53 LF 24" (H) X 38" (W) ARCH RCP @ 0.21%31.77 LF 24" RCP @ 0.27%44.04 LF 24" RCP @ 0.27%44.31 LF 24" RCP @ 0.27%4.00 LF 6" HDPE @ 1.00%1.46 LF 12" HDPE @ 0.50%35.50 LF 12" HDPE @ 0.50%4.00 LF 6" HDPE @ 1.00%11.69 LF 6" HDPE @ 1.00%1.81 LF 6" HDPE @ 1.00%1.81 LF 6" HDPE @ 1.00%10.65 LF 6" HDPE @ 1.00%4.77 LF 6" HDPE @ 1.00%22.80 LF 12" HDPE @ 0.50%25.19 LF 18" HDPE @ 0.50%37.54 LF 18" HDPE @ 0.31%STORM STUB OUTFOR FUTURE PHASE CONNECTIONTOP=21.88'INV 6" IN (N) = 21.02INV 8" OUT (SW) = 21.013.59 LF 8" HDPE @ 0.50%INSTALL:1 - 8" 45° HORIZONTAL BENDTOP=21.88'INV 8" IN (NE) = 21.00INV 8" OUT (SW) = 21.003.03 LF 8" HDPE @ 100.50%90.63 LF 14" (H) X 23" (W) ARCH RCP @ 0.13%INSTALL:1 - SET HEADWALLTOP=20.48'INV 22" OUT (E) = 19.11EX. GRATE INLETS TO BE REMOVEDRECONNECT PIPES ACROSS EXISTINGINLETS TO NEAREST JOINT OF PIPE3.59 LF 12" HDPE @ 0.50%26.46 LF 12" HDPE @ 0.50%BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png SAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSPROPOSED FENCEEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYFDCPIVwwSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED TEMPORARY SOD100% CONSTRUCTION DOCUMENTS08/04/2025STORM PLAN PHASE 1C7.0STORM PLAN PHASE 1C7.0 ST-1SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025-0+200+000+501+00FGEGST-2SCALE: 1"=20' H, 1"=5' V051015202530051015202530STA 0+00.00, ST-1INSTALL:1 - 24" SETTOP=20.79'INV 24" IN (N) = 16.70 31.03 LF 24" (H) X 38" (W) ARCH RCP @ 0.13%STA 1+82.72, ST-2 =STA 0+00.00, ST-3 AND ST-4 INSTALL: 1 - 4'X4' JUNCTION BOX TOP=20.86' INV 24" IN (N) = 17.30 INV 36" IN (E) = 17.30 INV 36" OUT (W) = 17.30 26.53 LF 24" (H) X 38" (W) ARCH RCP @ 0.21%STA 0+90.376" SASTA 1+57.046" WAFG 20.79FG 21.15FG 20.70FG 20.84FG 20.94FG 21.00FG 21.37FG 20.70 STA 2+15.69, ST-2 STORM STUB OUT FOR FUTURE PHASES TOP=21.02' INV 36" IN (E) = 17.39 INV 36" OUT (W) = 17.39 125.16 LF 24" (H) X 38" (W) ARCH RCP @ 0.22%FG 21.05 FG 20.76 FG 21.26 FG 20.73 FG 20.94 FG 21.02 FG 20.72 FG 20.56 FG 20.66 FG 20.86 FG 20.96 FG 21.06 FG 21.16 FG 21.31 FG 21.16 FG 21.02 FG 20.87 FG 20.74 FG 20.79 FG 20.84 FG 20.89 FG 20.99 FG 21.04 FG 21.09 FL 16.93 FL 17.04 FL 17.15 FL 17.26 FL 17.33 FL 16.96 FL 16.98 FL 17.00 FL 17.02 FL 17.06 FL 17.08 FL 17.11 FL 17.13 FL 17.17 FL 17.19 FL 17.22 FL 17.24 FL 17.27 FL 17.29 FL 17.30 FL 17.31 FL 17.35 FL 17.37 FL 17.39-0+500+000+501+001+502+002+50FGEGSTA 0+30.596" SASTA 0+75.82, ST-1CONNECT TO EX. GRATE INLETEX. INV 24" OUT (S)=16.9'FIELD VERIFY LOCATION ANDELEVATIONTOP=20.01'INV 24" OUT (S) = 16.90 STA 1+51.69, ST-2 INSTALL: 1 - 3'X3' GRATE INLET TOP=20.70' INV 36" IN (E) = 17.26 INV 24" IN (S) = 17.26 INV 36" OUT (W) = 17.26 32.97 LF 24" (H) X 38" (W) ARCH RCP @ 0.25%0.75' 3.4'STA 0+67.572" WASTA 0+73.168" WASTA 0+44.20, ST-1=STA 0+00.00, ST-2INSTALL:1 - CAST IN PLACE 7'X4'JUNCTION BOXW/ MH ACCESSTOP=21.05'INV 36" IN (E) = 16.93INV 24" IN (N) = 16.82INV 24" IN (N) = 16.82INV 24" OUT (S) = 16.82INV 24" OUT (S) = 16.82FL 16.70FL 16.83FL 16.73FL 16.75FL 16.78FL 16.81FL 16.86FL 16.88 STA 0+44.20, ST-1=STA 0+00.00, ST-2INSTALL:1 - CAST IN PLACE 7'X4'JUNCTION BOXW/ MH ACCESS TOP=21.05' INV 36" IN (E) = 16.93 INV 24" IN (N) = 16.82 INV 24" IN (N) = 16.82 INV 24" OUT (S) = 16.82 INV 24" OUT (S) = 16.82 2.2'1.7'4.9' STA 0+26.53, ST-2 INSTALL: 1 - 3'X3' GRATE INLET TOP=20.52' INV 36" IN (E) = 16.99 INV 36" OUT (W) = 16.99 STA 1+68.722" GAS2.5'ST-3SCALE: 1"=20' H, 1"=5' V05101520253005101520253020.80 LF 18" HDPE @ 0.55%FGEGFG 20.86 FG 21.93 FG 21.80 FG 20.96 FG 21.58 FG 21.70 FG 21.81 FG 21.94 FG 21.94 FG 21.89 FG 21.75 FG 21.80-0+300+000+501+001+502+00FL 17.31 FL 17.55 FL 17.81 FL 17.35 FL 17.40 FL 17.45 FL 17.50 FL 17.60 FL 17.65 FL 17.70 FL 17.76 FL 17.86 5.47 LF 18" HDPE @ 0.50%21.00 LF 24" HDPE @ 0.51%8.90 LF 18" HDPE @ 0.50%STA 1+19.06, ST-3 INSTALL: 1 - 2.5'X2.5' GRATE INLET TOP=21.75' INV 6" IN (SW) = 18.00 INV 18" IN (N) = 18.01 INV 18" OUT (E) = 17.91 STA 1+10.16, ST-3 INSTALL: 1 - 6" 45° BEND 1 - 6"X18" WYE TOP=21.80' INV 18" IN (W) = 17.87 INV 6" IN (S) = 18.36 INV 18" OUT (E) = 17.87 STA 0+89.36, ST-3 INSTALL: 1- 2.5'X2.5' GRATE INLET CONNECT TO EX. 18" RCP EX. INV IN (E) = 17.5' FIELD VERIFY LOCATION AND ELEVATION TOP=21.75' INV 18" IN (W) = 17.75 INV 18" OUT (S) = 17.75 37.69 LF 18" HDPE @ 0.50%STA 0+51.66, ST-3 INSTALL: 1 - 6" 45° BEND 1 - 18"X6" WYE TOP=21.94' INV 18" IN (N) = 17.56 INV 6" IN (W) = 18.06 INV 18" OUT (S) = 17.56 STA 0+21.00, ST-3 INSTALL: 1 - 6"X18" WYE 1- 24"X18" REDUCER TOP=21.59' INV 18" IN (N) = 17.41 INV 6" IN (W) = 17.91 INV 24" OUT (S) = 17.41 STA 1+82.72, ST-2 =STA 0+00.00, ST-3 AND ST-4 INSTALL: 1 - 4'X4' JUNCTION BOX TOP=20.86' INV 24" IN (N) = 17.30 INV 36" IN (E) = 17.30 INV 36" OUT (W) = 17.30 25.19 LF HDPE @ 0.50%STA 0+46.19, ST-3 INSTALL: 1 - 8" 45° VERTICAL BEND 1 - 8"X18" WYE TOP=21.88' INV 18" IN (N) = 17.53 INV 8" IN (NE) = 17.95 INV 18" OUT (S) = 17.53 STA 0+13.992" GAS2.8'STA 0+63.662" GAS1.7'ST-6SCALE: 1"=20' H, 1"=5' V05101520250510152025-0+200+000+501+001+502+002+503+00STA 1+74.19, ST-6 INSTALL: 1 - 3'X3' GRATE INLET TOP=20.86' INV 22" IN (E) = 17.83 INV 24" OUT (W) = 17.64 STA 0+01.38, ST-6INSTALL:1 - CAST IN PLACE 7'X4'JUNCTION BOXCONNECT TO EX. 24" STORM(TWO BARRELS W/ MHACCESS)EX. INV OUT (N)=17.3 EX. INV OUT (S)=17.3 FIELD VERIFY LOCATION AND ELEVATION TOP=21.24' INV 24" IN (E) = 17.30 96.56 LF 24" RCP @ 0.20%FGEGSTA 0+28.98, ST-6 INSTALL: 1 - 3'X3' GRATE INLET TOP=20.55' INV 24" IN (E) = 17.35 INV 24" OUT (W) = 17.35 27.60 LF 24" RCP @ 0.19%48.66 LF 24" RCP @ 0.20%STA 2+83.63, ST-6 STORM STUB OUT FOR FUTURE PHASES TOP=21.40' INV 22" IN (E) = 18.04 INV 22" OUT (W) = 18.04 109.43 LF 19" (H) X 30" (W) ARCH RCP @ 0.20%FG 21.24FG 21.24 FG 20.89 FG 20.56 FG 20.67 FG 20.78 FG 20.90 FG 20.99 FG 21.09 FG 21.18 FG 21.24 FG 21.19 FG 21.13 FG 21.08 FG 21.03 FG 20.98 FG 20.93 FG 20.88 FG 20.89 FG 20.94 FG 20.99 FG 21.04 FG 21.09 FG 21.14 FG 21.19 FG 21.24 FG 21.29 FG 21.34 FG 21.39 FL 17.30 FL 17.39 FL 17.49 FL 17.59 FL 17.69 FL 17.79 FL 17.32 FL 17.34 FL 17.36 FL 17.37 FL 17.41 FL 17.43 FL 17.45 FL 17.47 FL 17.51 FL 17.53 FL 17.55 FL 17.57 FL 17.61 FL 17.63 FL 17.65 FL 17.67 FL 17.71 FL 17.73 FL 17.75 FL 17.77 FL 17.81 FL 17.83 FL 17.85 STA 1+25.53, ST-6 =STA 0+00.00, ST-7 INSTALL: 1 - 3'X3' JUNCTION BOX TOP=21.10' INV 24" IN (E) = 17.54 INV 12" IN (S) = 17.54 INV 24" OUT (W) = 17.55ST-8SCALE: 1"=20' H, 1"=5' V5101520253051015202530-0+500+000+501+001+5090.63 LF 14" (H) X 23" (W) ARCH RCP @ 0.13%STA 0+00.00, ST-8INSTALL:1 - SET HEADWALLTOP=20.90'INV 22" IN (W) = 18.99 FGEGST-9SCALE: 1"=20' H, 1"=5' V05101520250510152025FG 20.79 FG 21.13 FG 20.76 FG 20.89 FG 20.99 FG 20.98 FG 21.43 FG 20.78 FL 16.70 FL 16.84 FL 16.73 FL 16.75 FL 16.78 FL 16.81 FL 16.86 FL 16.89-0+500+000+501+001+50STA 0+76.07, ST-9 CONNECT TO EX. GRATE INLET EX. INV 24" OUT (S)=16.9' FIELD VERIFY LOCATION AND ELEVATION TOP=19.98' INV 24" OUT (S) = 16.91 31.77 LF RCP @ 0.27%STA 0+44.20, ST-1 =STA 0+00.00, ST-2 INSTALL: 1 - CAST IN PLACE 7'X4' JUNCTION BOX W/ MH ACCESS TOP=21.05' INV 36" IN (E) = 16.93 INV 24" IN (N) = 16.82 INV 24" IN (N) = 16.82 INV 24" OUT (S) = 16.82 INV 24" OUT (S) = 16.82 44.31 LF RCP @ 0.27%STA 0+00.00, ST-9 INSTALL: 1 - 24" SET TOP=20.79' INV 24" IN (N) = 16.70 FGEGSTA 0+90.63, ST-8INSTALL:1 - SET HEADWALLTOP=20.48'INV 22" OUT (E) = 19.11FL 18.99FL 19.00FL 19.01FL 19.03FL 19.04FL 19.05FL 19.07FL 19.08FL 19.09FL 19.11FG 20.90FG 21.24FG 21.04FG 20.86FG 20.88FG 20.90FG 20.91FG 20.89FG 21.36FG 20.88 ST-7SCALE: 1"=20' H, 1"=5' V051015202530051015202530FG 21.10 FG 21.94 FG 21.22 FG 21.82 FG 21.97 FG 21.96 FG 21.93 FG 21.94 FG 21.95 FG-0+500+000+501+001+50STA 0+89.81, ST-7 CONNECT TO BUILDING DOWNSPOUT REF. MEP FOR CONTINUATION TOP=21.98' INV 12" OUT (E) = 17.99 1.46 LF 12" HDPE @ 0.50%STA 0+88.35, ST-7 INSTALL: 1 - 6" 45° BEND TOP=21.97' INV 12" IN (W) = 17.99 INV 12" OUT (NE) = 17.99 3.59 LF 12" HDPE @ 0.50%STA 0+84.76, ST-7 INSTALL: 1 - 6" 45° BEND 1- CLEANOUT TOP=21.96' INV 12" IN (SW) = 17.97 INV 12" OUT (N) = 17.97 26.46 LF 12" HDPE @ 0.50%35.50 LF 12" HDPE @ 0.50%STA 0+22.80, ST-7 INSTALL: 1 - 6" 45° BEND 1 - 6"X12" WYE TOP=21.86' INV 6" IN (W) = 17.91 INV 12" IN (S) = 17.66 INV 12" OUT (N) = 17.66 STA 0+58.30, ST-7 INSTALL: 1- 2'X2' JUNCTION BOX TOP=21.93' INV 6" IN (W) = 18.13 INV 12" IN (S) = 17.84 INV 12" OUT (N) = 17.84 22.80 LF 12" HDPE @ 0.50%STA 1+25.53, ST-6 =STA 0+00.00, ST-7 INSTALL: 1 - 3'X3' JUNCTION BOX TOP=21.10' INV 24" IN (E) = 17.54 INV 12" IN (S) = 17.54 INV 24" OUT (W) = 17.55 FGEGFL 17.55 FL 17.59 FL 17.64 FL 17.69 FL 17.74 FL 17.80 FL 17.85 FL 17.90 FL 17.95 FLST-4SCALE: 1"=20' H, 1"=5' V05101520250510152025-0+500+000+501+00FGEGFG 20.70FG 20.82FG 20.80FG 21.52FG 21.49FG 20.92 STA 1+51.69, ST-2INSTALL:1 - 3'X3' GRATE INLETTOP=20.70'INV 36" IN (E) = 17.26INV 24" IN (S) = 17.26INV 36" OUT (W) = 17.26STA 0+55.89, ST-4INSTALL:1 - 3'X3' GRATE INLETW/ 4'X4' JUNCTION BOXTOP=20.76'INV 24" OUT (N) = 17.43FLFL 17.41FL 17.29FL 17.32FL 17.35FL 17.38 55.89 LF RCP @ 0.30%STA 0+28.002" GAS2.625' BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025STORM PROFILES PHASE 1C7.1STORM PROFILES PHASE 1C7.1 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIR E L A N E FIRE LANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRELANE FIRE FI R E LAN E FIRE LANEFIRE LANEFIRE LANEFIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRELANE8W8W8W8W8W8W2 1/2W2 1/2W2 1/2W8W8W8W8W8W2 1/2W2 1/2WOE OE OE OE OE OE OE OE OE OE24ST24ST8W8W8W8W8W8W8W8W8W8WGGGGGGGGGG0+000+008W6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA8W8W8W8W8W2 1/2W2 1/2W2 1/2W24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST0+00 0+058W8W8W8W8W2 1/2W2 1/2WPROP. 8.67'X5' VAULTPROP. 4'X3' VAULT5.21 LF 8" PVCSTA 0+05.21, WA-1= STA 0+00.00, WA-2INSTALL:1 - 8"X2.5" TEETOP=20.38'INV=14.21'16.12 LF 8" PVC6.09 LF 8" PVCSTA 0+21.33, WA-1INSTALL:1 - 8" BACKFLOW PREVENTER W/ POST INDICATOR VALVE IN A VAULTREF. DETAILSTOP=21.24'INV=14.23'STA 0+27.41, WA-1INSTALL:1 - 8" 45° BENDTOP=21.20'INV=14.23'28.25 LF 8" PVCSTA 0+55.67, WA-1INSTALL:1 - 8" 45° BENDTOP=20.70'INV=14.23'5.59 LF 2.5" PVCSTA 0+05.59, WA-2INSTALL:2 - 2.5" 45° BENDTOP=21.07'INV=14.22'6.61 LF 2.5" PVCSTA 0+03.12, WA-IRRIGATIONINSTALL:2 - 2" 45° BENDTOP=21.48'INV=14.75'3.12 LF 2.5" PVCSTA 0+12.20, WA-2= STA 0+00.00, WA-IRRIGATIONINSTALL:1 - 2.5"X2.5" TEETOP=21.26'INV=14.23'STA 0+13.99, WA-2INSTALL:1 - 2.5" WATER METER1 - 2.5" VERTICAL BENDTOP=14.56'INV=14.23'STA 0+04.91, WA-IRRIGATIONINSTALL:1 - 2" IRRIGATION METERW/ BACKFLOW PREVENTERREF. LANDSCAPE FOR CONTINUATIONTOP=21.51'INV=15.07'1.79 LF 2.5" PVCSTA 0+15.54, WA-2INSTALL:1 - 2.5" VERTICAL BENDTOP=21.51'INV=14.23'2.46 LF 2.5" PVCSTA 0+21.70, WA-2INSTALL:1 - 2.5" DOUBLE CHECK VALVE BACKFLOWPREVENTER IN A VAULTREF. DETAILSTOP=21.67'INV=17.38'3.70 LF 2.5" PVC6.10 LF 2.5" PVC7.52 LF 2.5" PVCSTA 0+35.32, WA-2INSTALL:1 - 22.5° BENDTOP=20.93'INV=17.38'STA 0+27.80, WA-2INSTALL:1 - 2.5'' 45° BENDTOP=21.49'INV=17.38'STA 0+50.98, WA-2INSTALL:1 - 2.5" 45° BENDTOP=20.64'INV=17.37'15.67 LF 2.5" PVC1.79 LF 2.5" PVC1.55 LF 2.5" PVCSTA 0+00.00, WA-1INSTALL:1 - 8"X8" CUT IN TEE1 - 8" GATE VALVE & BOX (EAST)1 - 8" GATE VALVE & BOX (SOUTH)CONNECT TO EX. WATERFIELD VERIFY LOCATION AND ELEVATIONTOP=20.87'INV=14.23'STA 0+19.24, WA-2INSTALL:1 - 2.5" VERTICAL BENDTOP=21.72'INV=17.38'CAUTION! EX. GAS CROSSING ELEV UKNOWNFIELD VERIFYPROP. BUILDING A~10472 SF.22.00' FFEFDCFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRE LANEFIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRELANE FIRE LANE FIRELANE FIRE LANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEUEUEUEUEUEUEUEUEUEPPPPOEOEFIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRE LANEFIRELANEFIRELANEFIRELANEFHFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WCOVEREDSHEDONGRAVELOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE STST 6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTFHFHSASASAPPPPLPBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8Www8WGGGGGGGGGGGGGGGGGGGGGGG COVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N 23RD STRET 80' ROWSA1+310+001+000+001+002+00SA6SA6SA6SA6SA6SA6SA6SAFH8W8W8W8W2 1/2W2 1/2W8W8W6SA6SA6SA6SA6SA6SA0+000+2324ST18ST24ST 24ST 24ST24ST24ST24STGGGGGG24ST24STSA24ST24ST12ST 12ST 8W24ST24ST75.06 LF 8" PVC73.11 LF 2.5" PVC22.53 LF 6" PVC26.48 LF 8" PVC6.47 LF 2.5" PVC4.47 LF 6" PVC43.50 LF 8" PVC6W0+000+05STA 0+22.53, WA-4INSTALL:1 - STANDARD FIRE HYDRANT ASSEMBLYW/ 2 CONCRETE BOLLARDSTOP=21.45'INV=15.86'STA 1+74.23, WA-1= STA 0+00.00, WA-4INSTALL:1 - 8"X6" TEETOP=20.78'INV=15.59'STA 1+24.09, WA-2INSTALL:1 - 2.5"X2.5" TEETOP=21.37'INV=17.37'STA 1+30.73, WA-1= STA 0+00.00, WA-3INSTALL:1- 8"X6" TEETOP=21.31'INV=15.59'STA 0+04.47, WA-3END 5' FROM BUILDINGREF. MEP FOR CONTINUATIONTOP=21.35'INV=15.59'STA 1+30.57, WA-2END 5' FROM BUILDINGREF. MEP FOR CONTINUATIONTOP=21.43'INV=17.37'STA 2+32.88, WA-1INSTALL:GATE VALVE AND BLIND FLANGEFOR FUTURE CONNECTIONTOP=21.08'INV=16.29'EX. 8" WATER LINEEX. 8" WATER LINE8W6SA6SA6SA6SA18ST6ST32.17 LF 8" PVC18STPROP. WALL-MOUNTED FDCGG G G G BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png FDCFDCSAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSPROPOSED FENCEEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYFDCPIVwwSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED 6" CRUSHED LIMESTONE100% CONSTRUCTION DOCUMENTS08/04/2025C8.0WATER PLAN PHASE 1C8.0INSET ASCALE: 1":5'WATER PLAN PHASE 1INSET A WA-3SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025FG 21.31FL 15.590+000+50STA 1+30.73, WA-1= STA 0+00.00, WA-3INSTALL:1- 8"X6" TEETOP=21.31'INV=15.59'FGEG4.47 LF 6" PVCSTA 0+04.47, WA-3END 5' FROM BUILDINGREF. MEP FOR CONTINUATIONTOP=21.35'INV=15.59'WA-2SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025FGEG5.59 LF 2" PVC6.61 LF 2" PVC73.11 LF 2" PVCSTA 1+06.466" SASTA 1+26.098" WA7.52 LF 2" PVC6.47 LF 2" PVC1.55 LF 2" PVC-0+500+000+501+001+502+00STA 0+05.21, WA-1 = STA 0+00.00, WA-2 INSTALL: 1 - 8"X2.5" TEE TOP=20.38' INV=14.21' STA 0+05.59, WA-2 INSTALL: 2 - 2.5" 45° BEND TOP=21.07' INV=14.22' STA 0+12.20, WA-2 = STA 0+00.00, WA-IRRIGATION INSTALL: 1 - 2.5"X2.5" TEE TOP=21.26' INV=14.23' STA 0+27.80, WA-2 INSTALL: 1 - 2.5'' 45° BEND TOP=21.49' INV=17.38' STA 0+21.70, WA-2 INSTALL: 1 - 2.5" DOUBLE CHECK VALVE BACKFLOW PREVENTER IN A VAULT REF. DETAILS TOP=21.67' INV=17.38' STA 0+50.98, WA-2 INSTALL: 1 - 2.5" 45° BEND TOP=20.64' INV=17.37'6.10 LF 2" PVCSTA 1+24.09, WA-2 INSTALL: 1 - 2.5"X2.5" TEE TOP=21.37' INV=17.37' STA 1+30.57, WA-2 END 5' FROM BUILDING REF. MEP FOR CONTINUATION TOP=21.43' INV=17.37' 1.2' 3.6'STA 0+07.5424" ST2.1' STA 0+35.32, WA-2 INSTALL: 1 - 22.5° BEND TOP=20.93' INV=17.38' STA 0+13.99, WA-2 INSTALL: 1 - 2.5" WATER METER 1 - 2.5" VERTICAL BEND TOP=14.56' INV=14.23' STA 0+15.54, WA-2 INSTALL: 1 - 2.5" VERTICAL BEND TOP=21.51' INV=14.23'STA 0+10.5124" STFG 20.38 FG 20.64 FG 21.13 FG 21.03 FG 21.72 FG 21.51 FG 20.64 FG 20.73 FG 20.83 FG 20.93 FG 21.03 FG 21.23 FG 21.33 FG 21.43 FL 20.03 FL 20.59 FL 20.52 FL 20.60 FL 20.68 FL 20.72 FL 20.77 FL 20.85 FL 20.95 FL 21.05 FL 21.15 FL 21.18 FL 21.15 FL 21.22WA-1SCALE: 1"=20' H, 1"=5' V-50510152025-505101520255.21 LF 8" PVCFGEGFG 20.87FG 20.70FG 21.14FG 21.03 FG 20.91 FG 20.33FG 21.24FG 21.23FG 20.70FG 20.74FG 20.84FG 20.94FG 21.04FG 21.24FG 21.34FG 21.32FG 21.18 FG 20.89 FG 20.76 FG 20.81 FG 20.86 FG 20.96 FG 21.01 FG 21.06 FG 21.11 FL 14.23FL 14.23FL 15.03FL 15.59 FL 15.59 FL 14.23FL 14.23FL 14.23FL 14.23FL 14.31FL 14.49FL 14.67FL 14.85FL 15.21FL 15.39FL 15.57FL 15.59 FL 15.59 FL 15.59 FL 15.59 FL 15.59 FL 15.79 FL 16.01 FL 16.23 FL 16.290+000+501+001+502+002+502+8075.06 LF 8" PVC26.48 LF 8" PVCSTA 1+74.23, WA-1 = STA 0+00.00, WA-4 INSTALL: 1 - 8"X6" TEE TOP=20.78' INV=15.59'6.09 LF 8" PVCSTA 1+30.73, WA-1= STA 0+00.00, WA-3INSTALL:1- 8"X6" TEETOP=21.31'INV=15.59'16.12 LF 8" PVCSTA 0+07.1824" ST1.6'STA 1+07.566" SA32.17 LF 8" PVCSTA 1+99.9124" STSTA 0+10.1124" STSTA 1+25.192" WA1.3'STA 0+00.00, WA-1INSTALL:1 - 8"X8" CUT IN TEE1 - 8" GATE VALVE & BOX (EAST)1 - 8" GATE VALVE & BOX(SOUTH)CONNECT TO EX. WATERFIELD VERIFY LOCATION ANDELEVATIONTOP=20.87'INV=14.23'STA 0+05.21, WA-1= STA 0+00.00, WA-2INSTALL:1 - 8"X2.5" TEETOP=20.38'INV=14.21'STA 0+21.33, WA-1INSTALL:1 - 8" BACKFLOW PREVENTERW/ POST INDICATOR VALVE INA VAULTREF. DETAILSTOP=21.24'INV=14.23'STA 0+27.41, WA-1INSTALL:1 - 8" 45° BENDTOP=21.20'INV=14.23'28.25 LF 8" PVCSTA 0+55.67, WA-1INSTALL:1 - 8" 45° BENDTOP=20.70'INV=14.23'43.50 LF 8" PVC1.0' STA 2+32.88, WA-1 INSTALL: GATE VALVE AND BLIND FLANGE FOR FUTURE CONNECTION TOP=21.08' INV=16.29' 1.2'1.5'STA 1+91.442" GAS1.1'WA-4SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025FG 20.78 FG 20.77 FL 15.57 FL 15.700+000+50STA 1+74.23, WA-1 = STA 0+00.00, WA-4 INSTALL: 1 - 8"X6" TEE TOP=20.78' INV=15.59'22.53 LF 6" PVCSTA 0+22.53, WA-4 INSTALL: 1 - STANDARD FIRE HYDRANT ASSEMBLY W/ 2 CONCRETE BOLLARDS TOP=21.45' INV=15.86'FGEGSTA 0+05.5336" STSTA 0+13.536" SA0.8'2.4'WA-IRRIGATIONSCALE: 1"=20' H, 1"=5' V051015202530051015202530FG 21.26 FGEGSTA 0+12.20, WA-2 = STA 0+00.00, WA-IRRIGATION INSTALL: 1 - 2.5"X2.5" TEE TOP=21.26' INV=14.23' STA 0+04.91, WA-IRRIGATION INSTALL: 1 - 2" IRRIGATION METER W/ BACKFLOW PREVENTER REF. LANDSCAPE FOR CONTINUATION TOP=21.51' INV=15.07'3.12 LF 2" PVC1.79 LF 2" PVCFL 14.23 STA 0+03.12, WA-IRRIGATION INSTALL: 2 - 2" 45° BEND TOP=21.48' INV=14.75' BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025C8.1WATER PROFILES PHASE 1WATER PROFILES PHASE 1C8.1 PROP. BUILDING A~10472 SF.22.00' FFEFDCUEUEUEUEUEUEUEUEUEPPPPOEOEFHFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE15SA15SA10SA10SA10SA10SA10SA10SA10SA10SA10SA10SA10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTFHSAPPLPBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8WwwGGGGGGGGGGGGGGGGN 23RDSTREET N 23RD STRET 80' ROWSA0+000+24SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA6SA24ST18ST24ST24ST24ST24STFH8W8W8W8W2 1/2W2 1/2W6W8W8WGGGGGG24ST24STSA24ST24ST12ST 12ST 8W24ST24ST24" ST18" ST8" WA6SA6SA6SA6SA18ST6ST8W18ST24.38 LF 6" PVC @ 8.31%STA 1+55.81, SA - 1= STA 0+00.00, SA-2INSTALL:1 - 4' I.D. SANITARY SEWER MANHOLETOP=21.24'INV 6" IN (E) = 12.15INV 6" IN (N) = 12.22INV 6" OUT (W) = 12.05STA 0+24.38, SA - 2END 5' FROM BUILDINGREF. MEP FOR CONTINUATIONTOP=21.78'INV 6" OUT (S) = 14.24STA 0+00.00, SA - 1CONNECT TO EX. SANITARY MANHOLEFIELD VERIFY LOCATION AND ELEVATIONEX. INV OUT (W) = 10.10'TOP=19.38'INV 6" IN (E) = 10.50155.81 LF 6" PVC @ 1.00%STA 2+81.14, SA - 1INSTALL:1 - 6" TRAFFIC RATED CLEANOUTTOP=21.10'INV 6" OUT (E) = 13.50INV 6" OUT (W) = 13.50INSTALL CEMENT STABILIZED SAND PER DETAILTO MEET TCEQ CROSSING REQUIREMENTSREF. SANITARY SEWER NOTE 2GG G G G 125.32 LF 6" PVC @ 1.08%SA - 1SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025STA 1+55.81, SA - 1= STA 0+00.00, SA-2INSTALL:1 - 4' I.D. SANITARY SEWERMANHOLETOP=21.24'INV 6" IN (E) = 12.15 INV 6" IN (N) = 12.22 INV 6" OUT (W) = 12.05 EGSTA 0+62.7124" STSTA 0+00.00, SA - 1CONNECT TO EX. SANITARYMANHOLEFIELD VERIFY LOCATION ANDELEVATIONEX. INV OUT (W) = 10.10'TOP=19.38'INV 6" IN (E) = 10.50 155.81 LF 6" PVC @ 1.00%125.32 LF 6" PVC @ 1.08%STA 2+22.486" WASTA 0+65.8324" STSTA 2+81.14, SA - 1 INSTALL: 1 - 6" TRAFFIC RATED CLEANOUT TOP=21.10' INV 6" OUT (E) = 13.50 INV 6" OUT (W) = 13.50 FG 20.72FG 20.74FG 21.19 FG 21.03 FG 20.95 FG 20.90FG 21.28FG 21.32FG 20.75FG 20.83FG 20.94FG 21.49FG 21.10FG 21.28FG 21.38 FG 21.32 FG 21.17 FG 20.89 FG 20.80 FG 20.85 FG 20.90 FG 21.00 FG 21.05 FG 21.10 FG 21.15 FL 10.31FL 11.00FL 11.50FL 12.00 FL 12.63 FL 13.17 FL 10.60FL 10.70FL 10.80FL 10.90FL 11.10FL 11.20FL 11.30FL 11.40FL 11.60FL 11.70FL 11.80FL 11.90FL 12.20FL 12.31 FL 12.41 FL 12.52 FL 12.74 FL 12.84 FL 12.95 FL 13.06 FL 13.27 FL 13.38 FL 13.49 FL-0+500+000+501+001+502+002+503+003+50EG 19.38EG 20.44EG 21.30EG 21.45EG 21.17 FGINSTALL CEMENT STABILIZED SAND PER DETAILTO MEET TCEQ CROSSING REQUIREMENTS2.4' 4.9'4.4'18' MIN SEGMENT OF NEWSEWER PIPE CENTERED ONWATER LINESTA 2+29.922" GAS0.8'SA - 2SCALE: 1"=20' H, 1"=5' V-50510152025-50510152025STA 1+55.81, SA - 1 = STA 0+00.00, SA-2 INSTALL: 1 - 4' I.D. SANITARY SEWER MANHOLE TOP=21.24' INV 6" IN (E) = 12.15 INV 6" IN (N) = 12.22 INV 6" OUT (W) = 12.05 FGEGSTA 0+13.538" WASTA 0+11.532" WASTA 0+24.38, SA - 2 END 5' FROM BUILDING REF. MEP FOR CONTINUATION TOP=21.78' INV 6" OUT (S) = 14.24 STA 0+07.9936" STFG 21.24 FG 21.18 FG 21.73 FL 12.43 FL 13.05 FL 13.88-0+400+000+500+8024.38 LF 6" PVC @ 8.31%INSTALL CEMENT STABILIZED SAND PER DETAILTO MEET TCEQ CROSSING REQUIREMENTS1.3' 3.4'18' MIN SEGMENT OF NEWSEWER PIPE CENTERED ONWATER LINESAWGSTTUEFHSALPFOSTLPFHOE340340WSACWRCWSHWRHWSPAEPUEEXISTING PAVEMENT EDGEPROPERTY LINEEXISTING EASEMENTPROPOSED EASEMENTEXISTING CONTOURSPROPOSED CONTOURSEX. | PROP. STORM LINEEX. | PROP. WATER LINEEX. | PROP. SANITARY SEWER LINEEXISTING THERMALSPROPOSED THERMALSEX. | PROP. GAS LINEEX. | PROP. DATA/TELECOMEX. | PROP. UNDERGROUND ELECTRICEX. | PROP. FIBER OPTICEX. | PROP. OVERHEAD ELECTRICEX. | PROP. FIRE HYDRANTEX. | PROP. WATER METEREX. | PROP. GATE VALVEEX. IRRIGATION CONTROL VALVEPROP. FIRE DEPARTMENT CONNECTIONPROP. POST INDICATOR VALVEPROP. HOSE LAYEX. | PROP. SANITARY SEWER MANHOLEEX. | PROP. SANITARY SEWER CLEANOUTEX. STORM SEWER MANHOLEPROP. STORM SEWER CURB INLETEX. | PROP. LIGHT POLEPROPOSED PUBLIC ACCESS EASEMENTPROPOSED UTILITY EASEMENTCWRCWSHWRHWSGTUEFOOEHOSELAYFDCPIVwwSAcoSTSTLEGENDPROPOSED STRUCTURAL CONCRETEPROPOSED 7" CONCRETE PAVEMENTPROPOSED 4" CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENTPROPOSED BUILDINGPROPOSED 6" CRUSHED LIMESTONEBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS BMPROJECT BENCHMARK:TBM 1 ELEVATION = 21.35'N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025SANITARY PLAN PHASE 1C9.0SANITARY PLAN PHASE 1C9.0 PROP. BUILDING A~10472 SF.22.00' FFEFDCUEUEUEUEUEUEUEUEUEPPPPOEOEFHFH8W8W8W8W2 1/2W2 1/2W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8WCOVEREDSHEDONGRAVELSTST 6SA6SA6SA6SA6SA15SA 15SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA 10SA24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST STSTSTSTSTSTSTSTFHFHSASASASALPBM 2BM 18W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8Www8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELCOVEREDSHEDONGRAVELN 23RDSTREET N C STN 23RD STRET 80' ROWSALOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCSFSFSF24ST24ST18ST24ST 24ST 24ST24ST24ST24STSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF24ST24ST20212020191921212121 CL-DCL-D24ST24ST12ST12ST24ST24ST24ST24ST24ST24STSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF24ST24ST24ST24ST24ST24ST24STSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCL-D18ST6STCL-D 18ST CL-DCL-D21212222CL-DLIMIT OF CONSTRUCTIONPROP. TEMPORARY SILT FENCEPROP. TEMPORARY SILT FENCEPROP. TEMPORARY SILT FENCEPROP. TEMPORARYCONSTRUCTION ENTRANCE2121202121 21PROP. TEMPORARYCONSTRUCTION ENTRANCECL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GI CL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GI CL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GI CL-GICL-GICL-GICL-GI CL-GICL-GICL-GICL-GICL-GICL-GICL-GICL-GI 2121PROP.TEMPORARYCONCRETE WASHOUT AREAPROP.TEMPORARYCONCRETE WASHOUT AREASTREET SWEEPING TO BE CONDUCTED DAILYPROP. MITIGATION AREA~13,800 SF6SA6SA6SA6SA6SA6SA6SA6SA 6SA 6SA 6SA SASAGGGGGGGGGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC2018181921LIMIT OF CONSTRUCTIONPROP. TEMPORARY SILT FENCEPROP. TEMPORARYROCK BERM18PROP. POND TO BE STABILIZED W/EROSION CONTROL BLANKETS ON ALL SIDESBOTTOM OF POND TO BE HYDROSEEDED ANDMAINTAINED FOR VEGETATIVE COVER, FULL COVERAGEBRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS N0SCALE: 1"= 20'204060CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITYPROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.CONTACT GESSNER ENGINEERINGIF CONFLICTS OCCUR.CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png CONSTRUCTION ENTRANCE,INSTALLED PER DETAILPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURSEXISTING FLOW PATHPROPOSED FLOW PATHSILT FENCE,INSTALLED PER DETAILPROPOSED DAM EROSIONCONTROL, LOG- 18"PROPOSED GRATE INLETEROSION CONTROL, LOG-18"LEGENDSFSFSF340340CL-GICL-D100% CONSTRUCTION DOCUMENTS08/04/2025CONCRETE WASHOUT,INSTALLED PER DETAILPROPOSED CONCRETEWASHOUT AREA, REF DETAILEROSION CONTROL PLAN & NOTES PHASE 1C10.0C10.0EROSION CONTROL PLAN &NOTES PHASE 1EROSION CONTROL FOR MITIGATION AREANOTE:ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW STORMWATER POLLUTION PREVENTION REQUIREMENTS.STRUCTURAL BMPS WILL BE INSPECTED AND MAINTAINED ATLEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION ORRUNOFF EVENT THAT CAUSES SURFACE EROSION, SEDIMENTTRANSPORT OR VEHICULAR TRACKING.REGULAR SCRAPING AND SWEEPING OF STREETS, SIDEWALKSAND FLOW LINES MUST BE CONDUCTED.EARTH MATERIALS AND LANDSCAPE MATERIALS SUCH AS SOD,ROCK AND MULCH SHALL NOT BE STOCKPILED, PLACED ORSTORED ON DRIVEWAYS, STREETS, SIDEWALKS OR IN STORMWATER FLOW LINES.CONSTRUCTION SUPPLIES(E.G. TRUSSES AND LUMBER), ROLLOFF CONTAINERS, DUMPSTERS, PORTABLE TOILETS, TRAILERS,ETC. SHALL NOT BE STORED ON STREETS OR SIDEWALKS OROTHER IMPERVIOUS SURFACES. THESE ITEMS SHALL BE STOREDON THE CONSTRUCTION SITE OR STAGING AREAS.SANITARY FACILITIES SHALL BE LOCATED ON NATURAL GROUNDAND AT LEAST 25 FEET FROM ANY STORM SEWER INLET ORWATER BODY AND SHALL BE SERVICED REGULARLY BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025EROSION DETAILS PHASE 1C10.1EROSION DETAILS PHASE 1C10.1EROSION CONTROL NOTES:OWNER INFORMATION: CITY OF LA PORTE604 W. FAIRMONT PKWY.LA PORTE, TX 77571PROJECT NAME: LA PORTE PUBLIC WORKSPROJECT LOCATION:2963 N 23RD ST.LA PORTE, TX 77571LATITUDE: 29°40'6.53"NLONGITUDE: 95° 2'33.45"WTOTAL SITE AREA IS: 18.38 ACRESTOTAL AREA OF SITE EXPECTED TO BE DISTURBED: APPROXIMATELY 5.69 ACRESEXISTING SITE CONDITIONSLAND USE: LIGHT INDUSTRIALLAND COVER: CONCRETE AND ASPHALT, LOW GRASS COVERAVERAGE GROUND SLOPE PARKING LOT: 0.5%RECEIVING WATERS: LITTLE CEDAR BAYOUBASIN NAME: GALVESTON BAYSOIL INFORMATION0.5% - 2.0% SLOPESHYDROLOGIC SOIL GROUP: DPOST DEVELOPED SITE CONDITIONSLAND USE: LIGHT INDUSTRIALPRIMARY STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC): 1542SECONDARY STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC): 1794AVERAGE GROUND SLOPE PARKING LOT: 0.5%NATURE OF ACTIVITIESSTRIPPING OF TOPSOIL; SITE CUT/FILL OPERATIONS, CONSTRUCTION OF A CONCRETE PARKING LOT AND SIDEWALKS,REPAVING OF ASPHAT PARKING LOT AND DRIVE, CONSTRUCTION OF TWO BUILDINGS, UTILITY INSTALLATION,REPLACEMENT OF TOPSOIL & REVEGETATION.SEQUENCE OF MAJOR ACTIVITIES1.INSTALL SILT FENCE AT LIMITS OF CONSTRUCTION & STOCK PILE AREAS2.INSTALL ROCK CONSTRUCTION ENTRANCE3.INSTALL GRAVEL FILTER BAGS AROUND EXISTING INLETS4.CLEAR SITE5.INSTALL SITE IMPROVEMENTS6.AFTER ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL (SILT-FENCE)7.SEED ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE AS DEFINED.GENERAL EROSION CONTROL NOTES1.ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD INFORMATION SUPPLIED BY THE UTILITYOWNER OR HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS. CONTRACTOR IS RESPONSIBLE TO REPORT ANYCONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. OWNER AND ENGINEER SHALL NOTBE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICTUNDERGROUND FACILITIES.2.CONTRACTOR IS TO CONTACT TEXAS 811 AND OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECTAREA PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS.CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES,AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIORTO CONSTRUCTION.3.CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES ANDLINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTINGUTILITY FACILITIES, PAVEMENT, ETC. AS A RESULT OF CLEARING/DIRTWORK ACTIVITIES.4.CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR.5.ALL DISTURBED AREAS NOT TO BE PAVED ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED IN THE DESCRIPTIONOF CONTROLS, STABILIZATION PRACTICES NOTES.6.ALL SWALE AREAS (BOTTOM WIDTHS & SIDE SLOPES) ARE TO BE PREPARED AND HYDROMULCHED FOR PERMANENTESTABLISHMENT OF VEGETATION. PRIOR TO HYDROMULCHING OPERATIONS, CONTRACTOR TO REPLACE TOPSOIL TOA DEPTH OF 6". TOPSOIL IS TO BE DISKED TO A DEPTH OF AT LEAST 4" AND LIGHTLY COMPACTED. FINAL GRADES WITHESTABLISHED VEGETATION SHALL BE AS CALLED OUT ON THE GRADING PLAN.7.CONTRACTOR IS TO MAINTAIN EROSION CONTROL AT ALL LOCATIONS OF CONSTRUCTION, THROUGHOUT DURATIONOF THE PROJECT AND UNTIL VEGETATION IS ESTABLISHED. INSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAMFROM PROJECT VIA GRAVEL FILTER BAGS AND SILT FENCE INSTALLATIONS. IF EXCESSIVE EROSION IS OBSERVED INTHE FIELD, ADDITIONAL EROSION CONTROLS SHALL BE INSTALLED.8.CONTRACTOR SHALL NOT ALLOW SEDIMENT TO ENTER THE DOWNSTREAM CHANNEL. CONTRACTOR SHALL BERESPONSIBLE FOR CLEANING OF THE DOWNSTREAM CHANNEL AREAS AND RESTORING TO ORIGINAL CONDITION,INCLUDING ESTABLISHMENT OF REVEGETATION SHOULD CONSTRUCTION SEDIMENT BE FOUND OUTSIDE THE LIMITSOF CONSTRUCTION.9.THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE.10.THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE.11.THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS ANDEROSION CONTROL.12.A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION PERIOD.13.ALL FINISHED GRADES ARE TO BE HYDRO-MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH ISESTABLISHED.MIN. 12' (SEE NOTE 1)50'-100'DITCHEXISTING PAVED ROADWAY AAMATCH EXISTING GRADENOTES:1.SHALL BE FULL WIDTH OF SITE ENTRANCE OR FOUR TIMES THE CIRCUMFERENCE OF THELARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER.2.CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE.3.DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENTCONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.6" MIN. DEPTH STONE(ASTM D448. 4" TO 5"DIAMETER) OVERGEOTEXTILE FABRICWITH SAME SQUAREFOOTAGETEMPORARY PIPE CULVERTAS NEEDED6" MIN.SUBGRADEGEOTEXTILE FABRICCRUSHED AGGREGATE GREATERTHAN 3" BUT SMALLER THAN 6"CONSTRUCTION ENTRANCE/EXITNTSSECTION A-A4"4"20"4"X4" MIN. TRENCHALLOW 2.5' TO 5' AT TOE OFSLOPE FOR SEDIMENT TOACCUMULATE. ALIGN FENCEALONG SLOPE CONTOURS8" OF FILTER FABRIC TO EXTEND INTO ATRENCH AND BE ANCHORED W/COMPACTED BACKFILLSEDIMENT CONTROL FABRICFASTENED SECURELY TOT-POST & WIRE MESH2"X4" WIRE MESHFASTENED TO T-POSTMETAL T-POST ASREQ'D TO MAINTAIN.SPACED 6' APARTNATURAL GROUNDSILT FENCE AND/OR HAYBALES TO BE USED IN AREASOF DRAINAGE FLOWDIRECTION OFFLOWSILT CONTROL FENCENTSAPPROX. 1 ' TYP .NOTE:TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTERSEDIMENT-LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TODISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANTAND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BEREPLACED UPON FIRST SIGN OF DETERIORATION.STORM DRAIN INLET PROTECTIONNTSSAND BAGFILTER FABRIC NOT TOCOVER DRAIN INLETCINDER BLOCKFILTER FABRICROCK SIZE34" TO 112"NOTE:TEMPORARY DEVICES AT DITCHES ARE USED TO DETAINAND/OR FILTER SEDIMENT-LADEN RUNOFF. THEPROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TODISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN.//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////HAY BALESMETAL T-POST ASREQ'D TO MAINTAINHAY BAIL DETAILNTSNOTE:TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTERSEDIMENT-LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TODISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UVRESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGSSHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION.SAND BAG BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025SEE PLANNOTES:1.SEE PLAN FOR JOINT SPACING, COMPRESSIVE STRENGTH, PAVEMENT THICKNESS, ANDREINFORCING.2.DEPTH OF STABILIZATION SHALL BE A MINIMUM OF 6 INCHES OR BASED ONGEOTECHNICAL RECOMMENDATIONS SUBGRADE CONDITIONS.3.SUBGRADE STABILIZATION SHALL BE PER GEOTECHNICAL RECOMMENDATIONS ANDLIME/CEMENT SERIES BASED ON ACTUAL SUBGRADE CONDITIONS.#4 BARS @ 18" OCEWSTABILIZE SUBGRADE PER GEOTECHNICALENGINEER'S RECOMMENDATIONSCONCRETE PAVEMENTNTSNOTES:1.SAW CUT OPERATIONS SHALL BEGIN AS SOON AS POSSIBLEAFTER CONCRETE PLACEMENT.2.SEAL ALL JOINTS WITH SELF LEVELING JOINT SEALANTMATERIAL PER SPECIFICATIONS.SEE PLAN SAW CUT PAVEMENT 1/4 OFPAVEMENT THICKNESSSEAL WITH JOINT MATERIALCONTROL JOINTNTSSEE PLAN 1/2" BITUMINOUS EXPANSION JOINT FILLERSMOOTH DOWEL BAR 1/2"DIA X 18", 18" O.C.EXPANSION JOINTNTSMETAL OR PLASTIC CAP,INSIDE DIAMETER TO BE 1/16" GREATERTHAN DIAMETER OF DOWEL BAR. CAPMUST BE LONG ENOUGH TO COVER1/2" OF DOWEL AND HAVE STOP SOEND OF CAP IS 1" FROM END OF BAR.COMPACTED SUBGRADEPER SPECIFICATIONSPROVIDE EJ WATER STOP CAPEXPANSION JOINT WATER STOPCAP (2 SIDED)NTSNOTE: WATERSTOP SHALL BE G-SEAL BY GREENSTREAK,INC. EARTHSHIELD BY JP SPECIALTIES, INC. EB-CAPWATERSTOP BY WESTEC, OR APPROVED EQUAL1 18"12"34"3 8" 1 3 4"3 4"4" TYP.#4 BARS @ 18" OCEWMANUALLY COMPACTED SUBGRADECOMPACTED TO A MINIMUM OF 98% OFMAXIMUM DENSITY AS DETERMINED BYASTM D698 (STANDARD) AT A MOISTURECONTENT WITHIN OPTIMUM TO +4% OFOPTIMUM.SIDEWALK SECTIONNTS8"8"4"NOTE:SEE PLAN CX.X FOR JOINT LOCATIONS12"8"NEW CONCRETE PAVEMNET TO NEW ASPHALT J-JOINTNTSHMAC24" OVERLAP5"4"12"8"NEW CONCRETE TO EXISTING ASPHALT, THICKENED EDGENTSEXISTING HMAC8" 6"6"VARIES 3"R3"R 1 1 2"2"R14"#4 BAR,CONTINUOUSSEE GRADING PLAN FOR SLOPE#4 BARS @ 18' OCEWINTEGRAL CURB & GUTTERNTS3" TYPE 'D' HMACSTABILIZE SUBGRADE PER GEOTECHNICALENGINEER'S RECOMMENDATIONSCOMPACTED LIMESTONEFLEX BASE MATERIAL3" HMAC PAVEMENT AT PUBLIC ROADWAYNTSDETAILSC11.0GENERAL NOTES:ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVERHAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELYBLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHEREGRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BAREDAREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDARDAYS OF LAST DISTURBANCE.APPROVED EROSION CONTROL MEASURES MUST BE INSTALLEDDURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BYCONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLEVEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTIONIS COMPLETE AND THEN REMOVED BY CONTRACTOR.ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OFSILT AFTER EVERY RAIN.ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM6"D. PAVEMENT BASE ANDSUBGRADE PER STREET DETAILSVARIES PIPEO.D.12" MINUNDISTURBED SOILC. CEMENT STABILIZED SAND6"12" MINPIPEO.D.BEDDING AND TRENCH FOR WATER AND SEWER PVC WITH NON-STRUCTURAL OR NEW PAVED AREASC. CEMENT STABILIZED SAND MATERIALS SHALL BE TYPE I PORTLAND CEMENTCONFORMING TO ASTM C150 AND CLEAN DURABLE SANDMEETING GRADING REQUIREMENTS FOR FINE AGGREGATESOF ASTM C33. THE CEMENT STABILIZED SAND SHALL HAVE AMINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENTSTABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHTVOLUME (AT LEAST 2.5 SACKS OF CEMENT PER CUBIC YARDOF MIXTURE). COMPACT MIX TO 95% OF ASTM D558 WITH AMOISTURE CONTENT BETWEEN -2% TO 2% ABOVE OPTIMUM. REFERENCE PAVEMENT SECTION DETAIL AND SPECIFICATIONA. SATISFACTORY SOILS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OFROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAT TWO (2)INCHES IN THE LARGEST DIMENSION), COMPACTED TO AMINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED BYASTM D698 (STANDARD) AT MOISTURE CONTENT WITHINOPTIMUM TO 2% OF OPTIMUM UNDER NON-STRUCTURALAREAS (IE...YEARDS, PASTURES, EASEMENTS) AND TO AMINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHINOPTIMUM TO 2% OF OPTIMUM UNDER NEW STREET ANDPAVEMENT AREAS.12" MINUNDISTURBED SOILB. BANK RUN SANDEXISTING GRADENOTES:1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILSFOR OPEN CUT STREETS.2. ALL BEDDING & INSTALLATION OF HDPE PIPE SHALL BE INACCORDANCE WITH ANSI/AWWA STANDARDS FOR HDPE PIPE3. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING4. RELATIVE COMPACTION SHALL BE TESTING IN THE PRESENCE OF THEENGINEER5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THEWORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BECONTROLLED BY THE CONTRACTOR6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING ORPLATING PLACED AT THE END OF EACH WORKING DAYPAVEMENT///\\///\\///\\///\\///\\///\\///\\///\\///\\//////\\///\\///\\///\\///\\///\\A. SATISFACTORY SOILSPLACE METAL DETECTOR TAPEAT A MINIMUM OF 24" ABOVETOP OF PIPE12" MIN12"PLACE METAL DETECTOR TAPEAT 12" BELOW PAVEMENTSAND SLABSAREAS TO BE PAVEDNON-STRUCTURAL AREASEXISTING GRADEC. CEMENT STABILIZED SANDUNDISTURBED SOIL12" MINUTILITY CROSSING AREASPIPEO.D.12" MINAS SPECIFIED OR REQUIRED ///\\///\\///\\///\\///\\///\\///\\///A. SELECT MATERIALPLACE METAL DETECTOR TAPEAT A MINIMUM OF 24" ABOVETOP OF EACH PIPE18"CROSSING UTILTIYB. BANK RUN SAND GRANULAR MATERIAL FREE OF DETRIMENTAL QUANTITIESOF CLAY, DEBRIS, OR ORGANIC MATERIAL.REFERENCE SPECIFICATION FOR REQUIREMENTS.7. HDPE LINES WITH WELDED JOINTS MAY BE BACKFILLED PRIOR TO TESTING AT CONTRACTOR'S RISK.B. BANK RUN SAND8. A 6" CEMENT STABILIZED SAND LAYER CAN BE UTILIZED AT THE BOTTOM OF THE SANITARY SEWER LINE FLOWLINE IN ORDER TO ACHIEVE GRADES AT THE CONTRACTORS EXPENSE.DETAILSC11.0MAINLINEPIPEC O N N E C T I O NFLOW28-DAY CONCRETESTRENGTH = 3000 psiAASTORM SEWER JUNCTION BOXNTSPLANSECTION A-A#4 BARS #' O.C.E.W.TOP & BOTTOM SLAB6" SIDE WALLS3" MIN. EACH SIDE#4 BARS 12" O.C.E.W.SIDEWALLS6" TOP & BOTTOM SLABO.D.+ 6"MIN. 3'SQUARESTD. CAST IRONMANHOLE COVER ANDFRAME (30" DIA.)O.D. + 6" MINAA28-DAY CONCRETESTRENGTH = 3000 psiPLANSECTION A-AO.D. + 6" MIN.2'-6" SQUARE6" TOP &BOTTOM SLAB#4 BARS 12" O.C.E.W.SIDE WALLS#4 BARS 6" O.C.E.W.TOP & BOTTOM SLAB6" SIDE WALLSSINGLE GRATE INLETNTSO.D. + 6" MIN.6" COMPACTED LIME STABILIZEDSUBGRADE 98% STANDARD ASTM D-698 ATA MOISTURE CONTENT BETWEEN -2 AND+2% OF OPTIMUM6" CRUSHED LIMESTONE BASEMEETING TXDOT ITEM 247 TYPE A, GRADE 1 OR 2CRUSHED LIMESTONE BASE SECTIONNTS1 12" TYPE 'D' HMACSTABILIZE SUBGRADE PER GEOTECHNICALENGINEER'S RECOMMENDATIONS6" COMPACTED LIMESTONEFLEX BASE MATERIAL1 1/2" SACRIFICIAL HMAC PAVEMENTNTS///\\///\\///\\///\\///\\///\\///\\///\\///\// 6"O.D.4"PIPE O.D. +8" MIN/12" MAXEACH SIDEBEDDING AND TRENCH FOR REINFORCED CONCRETE PIPENTSTHE TRENCH BOTTOM SHALL BE GRADED SO AS TOPROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THEPIPE BARREL BETWEEN BELL HOLES.COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY(PUGMILL ONLY). PLACE IN 8" THICK LIFTS COMPACTEDTO 95% OF ASTM D558 WITH MOISTURE CONTENTBETWEEN 0% AND 2% ABOVE OPTIMUM.SELECT MATERIAL EXCAVATED FROM THE DITCH, (WHICHIS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGERTHAN TWO (2) INCHES IN THE LARGEST DIMENSION),COMPACTED TO A MINIMUM OF 95% OF MAXIMUMDENSITY AS DETERMINED BY ASTM D698 (STANDARD) ATA MOISTURE CONTENT WITHIN OPTIMUM TO +4% OFOPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS,PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OFMAXIMUM DENSITY AS DETERMINED BY ASTM D698(STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUMTO +4% OF OPTIMUM UNDER FUTURE STREET AREAS.DEPTH OF COMPACTED SOIL SHOULD BE ONE (1) FOOT.EXTEND STABILIZE SUB GRADE TOSIDEWALKS FROM PAVEMENTREQUIREMENTSCOMPACTED SUBGRADE PERSPECIFICATIONS24"6'3'6"6" DIA. STANDARDSTEEL PIPE FILLEDWITH CONCRETEPAINT (TRAFFICYELLOW)GRADE6" EMBEDDED BOLLARD DETAILNTSSLOPE TO DRAIN BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025DETAILSC11.1NOT LESS THAN 3"CLEAN OUT STACKDIP OR PVCSANITARY SEWER CLEANOUTNTS45° BENDSEE BEDDING &TRENCH DETAIL2" CUSHION REQ'DFOR ROCK/ CONCRETEMETER BOX OR STANDARDCLEAN-OUT BOOTCEMENT STABILIZEDSAND AS SHOWNGATE VALVE EXTENTIONNTS2" SQUARE X 2" HIGHOPERATING NUT5" DIA X 1/8" MIN THICKNESSSTEEL PLATE W/ 90° CUT-OUT1" DIA STAINLESS STEEL RODTWO 3/8" SET SCREWS ON EITHER SIDE TO LOCKTHE OPERATING NUT. SCREWS ARE TO BE FLUSHWITH OUTSIDE EDGE OF BOTTOM SOCKET.SQUARE SOCKET 2" DIA INSIDE 2 1/4"DEPTH (1/8" MIN WALL THICKNESS)VALVE OPERATING NUT EXTENSION4"90°DETAILSC11.1A///\\//////\\//////\\//////\\//////\\//////\\//////\\///6'COPPERHEAD SNAKEPIT TEST STATION(LIGHT DUTY) OR APPROVED EQUALANOTE:1.VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATEVALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE.2.ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADEOF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2)COATS OF METAL PAINT.3.EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG.4.VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRESUPPRESSION LINES FROM PUBLIC WATER LINES SHALL BEAMPRO USA, LL562 LOCKABLE LID.5.ALL SPLICES MADE USING APPROVED WATER TIGHTCONNECTORSCOPPERHEAD SNAKEPIT TEST STATION(LIGHT DUTY) OR APPROVED EQUAL24" X 24" X 6" 28-DAY CONCRETESTRENGTH 2000 PSI WITH #4 BARAROUND ALL VALVE BOXVALVE BOX PER SPECS WITHBOX EXTENSION AS NEEDED2" SQUARE AWWA NUT EXTENSION WITHCENTERING COLLAR. TERMINATE 4' TO 5'FROM TOP OF BOXAWWA C900 PRESSURE PIPESTD. GATE VALVE W/ STAINLESSSTEEL BOLTS14 GA. INSULATEDCOPPER TRACER WIREPVC OR D.I. PIPEBLOCK AS DIRECTED. MIN. DIMENSIONAPPROX. EQUAL TO ONE BAG OFSACKRETEGATE VALVE BOXNTSAA///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\///\\\///\///\\///\\///\\///\\///\\///\\///\\///\\///\//////\///\///\//////\\//////\\//////\\//////\\///GENERAL NOTES:1.FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BEPLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12"OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN BY ANY MECHANICALEQUIPMENT.2.ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH = 2000psi.3.ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARINGAREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER.4.WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REACHED 7DAY STRENGTH.5.ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL BEARING ON THEFINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL ANDFIRE HYDRANT.6.ALL FITTING SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED.7.HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM THE BACKOF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT.FINISHED GRADE2" SQUARE AWWA NUT EXTENSION WITH CENTERINGCOLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX.VALVE BOXPER SPECS.STANDARD FIRE HYDRANTVARIESBURY LINE6" D.I. OR C909 PIPE 6" MJ ANCHOR COUPLINGPEA GRAVEL - FILL TO 1' ABOVE WEEP HOLETHRUST BLOCKBLOCK USING 12"X12"X4" PRECAST CONCRETE BLOCK6"X12" GRADELOK W/ M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE)24" X 24" X 6" 28-DAY CONCRETESTRENGTH 2000 PSI WITH #4 BARAROUND ALL VALVE BOX.FIRE HYDRANT LOCATION REALIGN AS NEEDEDCONCRETE BLOCKINGTEE OR TAPPING SLEEVE & VALVE AS REQUIREDBLOCK AS DIRECTEDMECHANICAL JOINTSWITH SET SCREWRETAINER GLANDSOR MEGALUGS48" TYP.AS REQ'D6" STD. GATEVALVE WITHSS BOLTSWATER LINETEE OR TAPPING SLEEVE & VALVEAS REQUIREDASREQUIREDGATE VALVE W/ VALVE BOXSTANDARD FIRE HYDRANTRIGHT OF WAY LINESTANDARD FIRE HYDRANTGATE VALVE W/ VALVE BOXANCHOR 90° BENDASREQUIREDASREQUIRED6"OPTIONALVIEW A-ASTANDARD FIRE HYDRANT ASSEMBLYNTSSTANDARD MANHOLE TIE-INNTSNOTE:1.1" DIA. "STARTER HOLES SHALL BE DRILLEDTHROUGH WALL OF EXISTING MANHOLE SPACED3" APART CENTER TO CENTER. AFTER"STARTER" HOLES HAVE BEEN INSTALLED ANDAPPROVED BY A CITY INSPECTOR, THECONTRACTOR SHALL BEGIN REMOVING THECONCRETE INSIDE THE PERIPHERAL "STARTER"HOLES. CONCRETE SHALL BE REMOVED WITHPNEUMATIC HAND TOOLS.2.THE NUMBER OF REBAR DOWELS SHALL VARYWITH SIZE OF OPENING. REBAR SHALL NOT BESPACED MORE THAN 12" CC.3.WATERSTOP SHALL BE INSTALLED IN STRICTACCORDANCE WITH MANUFACTURERSREQUIREMENTS.4.CONCRETE SHALL BE 3,000 P.S.I.NEW INVERTNON SHRINK GROUTWATERTOP-PIPECONXMANHOLE ADAPTER SEAL, ORAPPROVED EQUAL. (2 REQ'D)1'-0"2" CLR., TYP. PIPE O.D. PLUS 18"DIAMETER VARIESMANHOLE CONNECTION DETAILSECTION A-AREMOVE INVERT AS REQUIREDAND NEW INVERT FOR NEW LINE.NEW INVERT SHALL HAVE SMOOTHTRANSITION INTO EXISTINGINVERT. REWORK EXISTINGINVERT AS REQUIRED.NON SHRINK GROUTSYNKO-FLEX PREFORMED PPLASTIC ADHESIVEWATERSTOP, OR APPROVED EQUAL. (SEE NOTE 3.)WATERTOP-PIPECONX MANHOLE ADAPTERSEAL, OR APPROVED EQUAL. (2 REQ'D)PIPE O.D.PLUS 18"1'-0"#3 REBAR (14" LONG) EMBEDDED ANDEPOXYED INTO MANHOLE WALL 3".(SEE NOTE 2).PIPE O.D. PLUS 4"PERIPHERAL "STARTER"HOLES (SEE NOTE 1.)CONCRETE BLOCKAAOPENING CREATION DETAILBBSECTION B-B///\\//////\\//////\\//////\\//////\\//////\\//////\\//////\\//////\\///GROUND LEVELCOPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY)OR APPROVED EQUALMETAL DETECTOR TAPECOAT LID WITH BLUE ENAMEL PAINTMETERBOX (STD.)COPPERHEAD SNAKEPIT TEST STATION (LIGHTDUTY) OR APPROVED EQUALTRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE ANDSHALL BE TAPED TO THE PIPE AT 10' INTERVALS.TRACING WIRE14 GA SOLID COPPERMETAL DETECTOR TAPELOW VOLTAGE DIRECT BURIALELECTRICAL WIRE CONNECTORTRACER WIRE SHALL EXTEND 6'BEYOND END OF PIPE, COILED ANDSECURED FORFUTURE CONNECTIONSDEAD ENDTYPICAL UTILITY PIPEREFER TO TECHNICAL SECTION 09 03 12FOR TRACER WIRE INSTALLATIONTYPICAL UTILITY PIPE48" MIN. 24" MAX.UTILITY LOCATION MATERIALSNTSSTANDARD DROP MANHOLENTS///\\///\\ ///\\///\\///\\///\\///\///\WARNINGUNDERGROUND PIPELINECONTACTCITY OF BRYANBEFORE EXCAVATINGNO.N///\\///\///\\///\MANHOLENOTE:1.A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACHMANHOLE IN NEW OR EXISTING RIGHT-OF-WAY.2.USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER,ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION.3.MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS:MANHOLE DEPTH (FT.)BASE THICKNESS0-12 _______________ 8"12 AND OVER _______ 12"4.MANHOLE LOCATION AND COMPACTION AS FOLLOWS:LOCATIONCOMPACTION REQUIREMENTPAVEMENT98% STANDARD PROCTOR - ASTM D 698LANDSCAPE AREA90% STANDARD PROCTOR - ASTM D 6985.NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY6.IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALLEXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWNWATER-TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED.7.WARNIGHT SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS.MANHOLE DIA.4 FT.5 FT.6 FT.MAIN SIZE<18 IN.>18 IN. <30 IN.> 36 IN.CAST IN PLACE MANHOLEPRE-CAST MANHOLE*INVERT = 34" DIAMETER OF PIPE UPTO 24". 24" AND LARGER SHALL BEFULL DEPTH INVERTS.#4 BARS, 8" O.C.E.W.VARIES(SEE TABLE)VARIES(SEE TABLE)STANDARD DUCTILEIRON MANHOE COVERAND FRAME (30" DIA.OPENING) OR EQUAL.SEE NOTE 1.PRECAST REINFORCED CONC.MANHOLE SECT.BACK FILL AROUND MH SHALL BE AS PER NOTE 4.5" MIN.PLUGWATERSTOP-PIPECONXMANHOLE ADAPTER SEAL ORAPPROVED EQUAL (2 REQ'D)#4 BARS, 8" O.C.E.W..NOTE:DEPTHS GREATER THAN 12' WILLREQUIRE 2 MATS OFREINFORCING STEEL IN THE BASE.SEE NOTE 1CLASS "A" CONC 3000 PSI IN28 DAYSPLUGVARIES 2'-0"VARIES 2'-6"12" MAX 6" MIN*SLOPE 12"/FT.9"MAXWATERSTOP-PIPECONXMANHOLE ADAPTERSEAL OR APPROVEDEQUAL (2 REQ'D)1'-0" MAXNOTE: DEPTHS GREATER THAN12' WILL REQUIRE 2 MATS OFREINFORCING STEEL IN THEBASE.9" MIN.SEE NOTE 7.6'-0"2'-0"8' GREEN, HEAVY DUTY,WING CHANNEL POSTSEWER SIGNMANHOLESIGNE (SEEDETAIL S3-05)12" MAX.2'-6"RUBBER-GASKET JOINTSW/ MORTAR SEALANTINSIDE AT ALL JOINTS6" MINBASE3' MIN.*SLOPE 12"/FT.9"MAX BRW PROJECT NUMBER PR NF, AW 08/04/2025 COPYRIGHT © 2025 BROWN REYNOLDS WATFORD ARCHITECTS, INC. DRAWN BY DATE CHECKED BY NO.REVISION DATE 24-0131 2963 N 23RD LA PORTE, TX 77571 LA PORTE PUBLIC WORKS CORPORATE OFFICE401 W 26TH ST SUITE 3BRYAN, TEXAS 77803(979) 680-8840www.gessnerengineering.comFIRM REGISTRATION NUMBERS:TBPE F-7451, TBPLS F-10193910.\PDF XRefs\Fire and Rescue Title Block.png100% CONSTRUCTION DOCUMENTS08/04/2025DETAILSDETAILSC11.210,120.60.3(C.Y.)VOLUME(FT)A2.53.51.51.5C(FT)11.35.1THRUST(TONS)4,6,8(IN.)IDTEE SCHEDULETHRUST BLOCK NOTES:1.ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR 24" AND SMALLER INNERDIAMETER PIPE.2.ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH ORROCK.3.CONCRETE FOR BLOCKING SHALL BE 2000 PSI.4.DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THEVOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE.5.WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 PSI.NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEENCONCRETE & PLUG TO PREVENT CONCRETEFROM STICKING TO PLUG.C1'BASE OF BLOCK SQUAREPOUR AGAINSTUNDISTURBEDEARTHO.D. I.D.THRUSTTEE THRUST BLOCKNTSTHRUST BLOCK DETAILSNTSSECTION X-XPLAN VIEWPOUR CONCRETE AGAINSTUNDISTURBED EARTHCONCRETE SHALL NOTEXTEND BEYOND JOINTSWATER PIPEXTRENCHWIDTHPIPE JOINTPOUR CONCRETE AGAINSTUNDISTURBED EARTHG A 1' - 0"CTHRUSTHORIZONTAL THRUST BLOCK SCHEDULEB E 1' - 0"COUTERDIAINNERDIATTOUTERDIA INNERDIAT TSIZEA (FT.)B (FT.)C (FT.)E (FT.)G (FT.)VOLUME (C.Y.)6,8"10,12"6,8"10,12"6,8"10,12"6,8"10,12"5.06.52.03.51.52.01.01.51.52.52.02.51.52.51.51.51.51.51.51.51.51.51.51.50.91.20.91.20.91.20.91.22.74.01.52.20.81.10.40.60.41.00.20.50.10.30.10.1W1H118"18"L1 C11.2CHK'DMM/DD/YYREV.DESCRIPTIONBY4640 TRUEMAN BLVDHILLIARD, OHIO 43026NOTE: ALL DIMENSIONSARE ± 1/2 FOOT.DRAWING NUMBER:NTSKSK03.19.041 OF 12FORMATTING UPDATES AND RENAMEDTJR03/07/16© 2016 ADS, INC.NOTE: INJECTION MOLDED FITTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE.CONNECTION TO TRUNK LINEHDPE PIPE (TYP)REF. STORM PLAN FOR SLOPEINJECTIONMOLDED WT90° BENDDOWNSPOUT ADAPTERINSERTED IN RISERPIPEBUILDINGFACEFINISHED GRADEREFER TO GRADING PLANTRUNK LINEREFER TO STORM PLANFOR MATERIAL AND SIZE