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Home My WebLink AboutSP2024-000138 Revised Construction Plans (05.27.2025)20 10 0 20 - SCALE IN FEET N/F PAPPU, MADHAV & KAMESHWARI N SOUTHWOOD VALLEY PH 24C, BLOCK 61, LOT 27 (2857/123)(1097/329 PLAT) ZONED: GENERAL - SUBURBAN(GS) DEMOLISH AND REMOVE ±11 LF OF CURB AGGIELAND PREGNANCY OUTREACH 550 FRATERNITY ROW TOTAL DISTURBED AREA = 0.11 ACRES SOUTHWOOD VALLEY, PHASE 28 LOT 1, BLOCK 70 VOLUME 971, PAGE 583 ORBCT TOTAL AREA = 2.018 ACRES CRAWFORD BURNETT SURVEY SECTION 3, ABSTRACT 7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2025 OWNER/DEVELOPER: SURVEYOR: AGGIELAND PREGNANCY OUTREACH, INC DAVID POWELL BRISTER, RPLS NO. 6537 410 HARVEY ROAD, SUITE 300 KERR SURVEYING, LLC COLLEGE STATION, TX 77840 7718 BRIARCREST DR (979) 219-1068 BRYAN, TX 77802 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 MEADOWBROOK CT OAKBROOK CT W Q z O U¢' w Q V IUIN 11 Y DURANGO ST PROJECT LOCATION FRATERNITY ROW WELLBORN ROAD NOT TO SCALE REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION GABRIEL SCHRUM, STAFF PLANNER 05/27/2025 N/F SACCO, ROBIN Sa SOUTHWOOD VALLEY PH 24C, BLOCK 61, LOT 237 (1 3999/279 (1097/329 PLAT) ZONED: L SUBURBAN(GS) REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT R_EnVI�E'^W DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 05/27/2025 BUFFER PLANTING LEGEND 7.5' SIDE SETBACK N/F AGGIE SIGMA CHI HOUSE CORP SOUTHWOOD VALLEY PH 28, BLOCK 70, LOT 2 (1024/224)(971/583 PLAT) ZONED: MULTI-FAMILY(R-4) LEGEND ### PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT OF WAY (ROW) - - LOT LINE -PROPERTY SETBACK - - - PROPOSED PUBLIC UTILITY EASEMENT (PUE) - - EXISTING PUBLIC UTILITY EASEMENT (PUE) PROPOSED PUBLIC ACCESS EASEMENT (PAE) EXISTING PUBLIC ACCESS EASEMENT (PAE) - - PROPOSED PRIVATE ACCESS EASEMENT (PrAE) - - EXISTING PRIVATE ACCESS EASEMENT (PrAE) - - - - - - - - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT (PDE) - - - - - - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT (PDE) - -PROPOSED PRIVATE DRAINAGE EASEMENT (PrDE) - - EXISTING PRIVATE DRAINAGE EASEMENT (PrDE) M LIMITS OF DISTURBANCE LAND FIRE LANE SIRE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER FLOW ARROWS ST ST ST STORM PIPE ST ST ST EXISTING STORM PIPE W-8 PROPOSED WATERLINE, SIZE NOTED PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED PROPOSED SANITARY SEWER SERVICE, SIZE NOTED S-8 EXISTING SANITARY SEWER LINE, SIZE NOTED GAS PROPOSED GAS LINE, SIZE NOTED GAS EXISTING GAS LINE, SIZE NOTED UE UE PROPOSED UNDERGROUND ELECTRIC LINE UE UE EXISTING UNDERGROUND ELECTRIC LINE AE- AE EXISTING OVERHEAD ELECTRIC LINE LINE TABLE LINE # LENGTH DIRECTION L1 20,43' N53' 41' 08"E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 44.62' 25.00' 102"16'02" 31.02' 38.93' NO2"35'03"E C2 206.34' 1025.14' 011°31'57" 103.52' 205.99' N47°55'05"E PARKING ANALYSIS EXISTING PARKING 6 PROPOSED PARKING SPACES 62 EXISTING PARKING SPACES 3 ACCESSIBLE PARKING SPACES 71 SPACES PROVIDED UTILITY DEMAND THERE ARE NO CHANGES TO THE UTILITY SERVICE FOR THIS TRACT UTILITY NOTES: 1. THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT, PRIOR TO CONSTRUCTION ACTIVITIES IN AND AROUND UTILITY EASEMENTS AND EXISTING UTILITIES. 2. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, CONDUITS, METERS, ETC., WITH THE APPROPRIATE UTILITY COMPANY. 3. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL BE PLACED FLUSH WITH THE PAVEMENT ELEVATIONS AND SLOPES. MANHOLES AND CLEAN -OUTS NOT IN PAVEMENT AREAS SHALL BE SET 3 INCHES ABOVE THE FINISH GRADE. 4. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC.) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC.). 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. 6. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES (CSU) OR BRYAN TEXAS UTILITIES (BTU) ELECTRICAL PLAN. 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. 8. PUBLIC WATER & SEWER LINES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2024 EDITION. 9. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 10. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE IN ACCORDANCE WITH PLUMBING CODE. 11. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 12. DEPTH OF THE EXISTING WATER LINES TO BE VERIFIED BY THE CONTRACTOR. 13. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 14. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER AND SHALL HAVE A MIN. 28 DAY STRENGTH = 2000 PSI 15. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 16. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 17. WATER LINE PIPE, FITTING, AND VALVES SHALL COMPLY WITH NFPA "STANDARD FOR THE INSTALLATION OR PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES - 2010 EDITION". 18. PRIVATE WATER, STORM SEWER, AND SANITARY SEWER LINES REQUIRE A PLUMBING PERMIT AND MUST BE INSPECTED BY THE CITY PRIOR TO COVERING WORK. GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 FRONTIER COMMUNICATIONS: (979) 821-4783 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDNANCE. 6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED, AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 11. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY. 13. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 14. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR PAVEMENT DEPTHS. 15. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION 16. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE PLANS, DRAWINGS AND SPECIFICATIONS. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 19. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 21. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER. 22. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR DRIVEWAY. 23. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 24. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 25. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 26. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY SCHULTZ ENGINEERING, LLC (SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS AGGIELAND PREGNANCY OUTREACH. THE SUBJECT PROPERTY IS SOUTHWOOD VALLEY PH 28, BLOCK 70, LOT 1. PROPERTY IS ZONED MF. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.122 ACRES (5,300 SF). 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0305F, MAP NO. 48041CO305F, EFFECTIVE DATE: 04-02-2014. 4. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 5. CONTOURS SHOWN ARE FROM AERIAL SURVEY DATA. 6. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 979-764-8314 7. A KNOX BOX WILL BE PROVIDED ON THE BUILDING PER FIRE MARSHALL'S REQUIREMENTS AND SPECIFICATIONS. THE SEAL APPEARING ON THIS .0,F "O'Am 911 Southwest Pkwy E. DOCUMENT WAS AUTHORIZED BY o 75� jE.�F•.rf, � . SCALE S H E E T LEngineering, LTZ DEVEN L. DOYEN P.E., •• College Station, Texas 77840 ,,�*.� *- AGGIELAND PREGNANCY N/A LLC 979.764.3900 LICENSE NO. 109835 ..; •VERTICAL MAY 23, 2025 DEVEN.L. �DOYEN�� TBPE FIRM NO. 12327 �..�•• �,••�, OUTREACH MINOR SITE PLAN 1"= 20' RELEASED FOR CONSTRUCTION � � 109835 ;�' HORIZONTAL 10i•� F � I, COLLEGE STATION, TX PLOTTING SCALE: 1:1 SURVEYED DESIGNED DRAWN APPROVED JOB N0. DATE cr .�.�- 1 WATERLINE UPDATE DLD 05-23-2025 �,� p 3�p MARK REVISION BY DATE KERB DLD DLD JPS 24 253 MAY 2025 D,��233yLVn FILE NAME: 24 253 FIRE LANE MARKING NOTES: 1. SIGN SHALL COMPLY WITH THE CITY FIRE SERVICE STANDARDS. TYPICAL FIRE LANE STREET STRIPING: 12"� 2. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 3. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT 18" DAD EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND PARKM EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE —FIRE LANE NO PARKING TOW AWAY ZONE FIRE LANE NO INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING ONLY TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 4. FROM THE POINT THE FIRE LANE BEGINS TO THE POINT THE FIRE 6,' TOW -AWAY LANE ENDS, INCLUDING BEHIND ALL PARKING SPACES, SHALL BE ZONE MARKED WITH ONE CONTINUOUS EIGHT INCH (8") RED STRIPE PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING SPACES. ON-3NVl 3211d3NOZ IbMV MOlONIN21Vd ON3Nbl 3211d— ALL CURBING ADJOINING A FIRE LANE MUST BE PAINTED RED. RED STRIPES AND CURBS WILL CONTAIN THE WORDING "FIRE LANE -NO PARKING -TOW AWAY ZONE", PAINTED IN FOUR INCH (4") WHITE LETTERS. ("FIGURE A" IN ORDINANCE NO. 1630 ILLUSTRATES STRIPING ON DRIVE SURFACE BEHIND PARKING SPACES.) 5. TOW -AWAY ZONE SIGN SHALL BE 12" WIDE X 6" TALL PER TMUTCD R7-201oP SIGNAGE. 1 1 WATERLINE UPDATE MARK REVISION FIRE LANE STRIPING AND SIGNAGE DETAIL N.T.S. DLD 05-23-2025 BY DATE SCHULTZ Engineering, LLC SURVEYED K E R R DESIGNED D L D TYPICAL ACCESSIBLE PARKING SIGN 6' TRANSITION RAMP TO TOP OF SIDEWALK 6' REFER TO PLANS 1. ALL FENCE ENCLOSURE SHALL MEET CITY & PROPERTY OWNER ASSOCIATION STANDARDS. 2. PICKETS SHALL BE 1 x 6 DOG EARED, STAINED LEADER 6. ATTACHED WITH GALVANIZED SCREWS. 3. RAILS SHALL BE PRESSURE TREATED 2 x 4. 4. POST SHALL BE METAL POST SET IN 3,000 PSI CONCRETE. 5. GATE SHALL HAVE METAL FRAMES :• AND HAVE 12' MIN. OPENING. CONCRETE --1 1' F— DUMPSTER ENCLOSURE DETAIL -SINGLE N.T.S. TWO -STACKED 2X1 ROUGH WOOD FRAM B VARIES 10 MIL PLASTIC LINING Rv WOOD FRAMED SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES CFC'TTn1.T D D PLAN TYPE - "ABOVE GRADE" N.T.S. (TYP) PLASTIC LINING NOTE POST A SIGN READING "CONCRETE WASH OUT PIT" NEXT TO THE PIT. VERBALLY INSTRUCT THE CONCRETE TRUCK DRIVERS WHERE THE PIT IS AND TO WASH OUT THEIR TRUCKS IN THE PIT AND NO WHERE ELSE NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON -SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. ON -SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTED GENERATED BY WASHOUT OPERATIONS. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF. BELOW GRADE PITS SHALL BE FILLED WITH CLEAN FILL MATERIAL AND COMPACTED TO IN -SITU CONDITIONS, OR AS DIRECTED BY THE PROJECT SPECIFICATIONS. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AREA TO SUPPORT EXPECTED LOADINGS FROM TRUCK EQUIPMENT. TYPICAL CONCRETE WASHOUT DETAIL N.T.S. CONCRETE 6'-0" RAMP 6'-0" RAMP SIDEWALK 6" 6" TRANSITION 6" RAISED CURB TO TOP CURB OF PAVEMENT 1' RESERVED PARKING 12"08" REFLECTIVE 1' 6" � FINISH METAL SIGN ACCESSIBILITY 3" 12"x9" REFLECTIVE 18, SYMBOL FINISH METAL SIGN 9" Fl�row:nwnr (MIN) 12" TALL 2" 12"x9" REFLECTIVE STROKE WIDTH 3" FINISH METAL SIGN 6" AccEvieLE 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED 5'Ell STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. N 3 PARKING B VAN BAY ACCESSIBILITY SYMBOL NOTES: 3" MIN. 1. ALL CHARACTERS MUST 8'-0" 5' 8'-0'• BE 60" MINIMUM ABOVE TYPICAL TYPICAL~ TYPICAL �8 GRADE OR SIDEWALK. ADA PARKING DETAIL N.T.S. ADA SIGN DETAIL N.T.S. THE SEAL APPEARING ON THIS I��iii�••• 911 Southwest Pkwy E. DOCUMENT WAS AUTHORIZED BY f/��cPjE. �F•.TF� : S C A L E S H E E T DEVEN L. DOYEN P.E., College Station, Texas77840 ,��*:� • .. . .1* AGGIELAND PREGNANCY MINOR SITE PLAN VERTICAL N/A LICENSE NO. 109835 979.764.3900 MAY 23, 2025 '"' .................. DEVEN L. DOYEN HORIZONTAL R I Z O N T A L TBPE FIRM NO. 12327 ♦............................... ••. ...••••••8 �•••�, OUTREACH 1 20' RELEASED FOR CONSTRUCTION 109835C2 Sao.; <37 DRAWN APPROVED JOB NO. DATE COLLEGE STATION, TX DETAILS PLOTTING SCALE: 1:1 D L D JPS 24-253 MAY 2025 FILE NAME: 24-253 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH METAL T-POST AS REQUIRED TO MAINTAIN SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW NATURAL GROUND 4" 4"X4" MIN. TRENCH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. OIRECT� OF FLOW SILT FENCE ASSEMBLY IR DATE DETAIL NO. CiTv or I3RYAN B/CS UNIFIED ,.T oi,,,.tRY AUG. 2012 STANDARD DETAIL SWPP1-03 fir Crry or C01,11"ci; S-rA-riox