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SP2025-000013 Construction Plans (07.03.2025)
PROPOSED BUILDING, PARKING, DRAINAGE, AND UTILITY IMPROVEMENTS FOR BRAZOS VALLEY ENDODONTIC ASSOCIATES ; CENTURY HILL DEVELOPMENT Know whal'sbOIOW. LOT I IR Cal I before you dig. VICINITY MAP ELEVATION CERTIFICATE NOT REQUIRED COLLEGE STATION, TEXAS EMERALD PARKWAY SITE PLAN BUILDING #'S FIRE DESIGN Constr. Type V-B Bid. Size SF 3620 No. Stories 2 Sprinkled (Y/N) Yes No No. FH's (Locations) 1 Required Flow 1750 REVIEWED FOR COMPLIANCE JUN 2025 CITY OF COLLEGE STATION SCHEDULE OF SHEETS ,4. PLANNING & DEVELOPMENT SERVICES O�� J �c4yP,� PROJECT w�4y�IkD DEVELOPMENT REVIEW DIVISION SHEET TI TLE LOCATION �o -- C1 SITE PLAN C2 DEMOLITION PLAN & SITE PLAN DETAILS N Garrett Segraves, STAFF PLANNER C3 GRADING PLAN 07/02/2025 SCHULTZ C4 PAVEMENT PLAN NOT TO SCALE Engineering,LLC C5 PAVEMENT JOINT PLAN C6 DRAINAGE & EROSION CONTROL PLAN REVIEWED FOR COMPLIANCE C7 UTILITY PLAN CITY OF COLLEGE STATION C8 WATERLINE W-1, STA. 0+00 TO 0+98 PLAN & PROFILE OWNER/DEVELOPER:PLANNING &DEVELOPMENT L1 LANDSCAPE PLAN EILERS HOLDINGS LLC SERVICES DEPARTMENT TBPE FIRM REGISTRATION NO. 12327 TCP TRAFFIC CONTROL PLAN DEVELOPMENT REVIEW DIVISION 2901E 29TH STREET , o 911 SOUTHWEST PARKWAY EAST FIGURE W1 STANDARD WATER DETAILS SHEET 1 OF 2 SUITE 117 COLLEGE STATION, TEXAS 77840 ( ) BRYAN, TX 77802 GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 979.764.3900 FIGURE W2 STANDARD WATER DETAILS (SHEET 2 OF 2) FIGURE S1 STANDARD SEWER DETAILS (SHEET 1 OF 2) FIGURE S2 STANDARD SEWER DETAILS (SHEET 2 OF 2) THE SEAL ON DOCUMENT WAS AUTHORIZED BY,/it�PE OF T�!� : FIGURE SWPP STANDARD STORM WATER POLLUTION PREVENTION DETAILS DEVEN L. DOYEN, P.E., LICENSE NO. 109835 ��*:° *: FIGURE D STANDARD DRAINAGE DETAILS JUNE 30, 2025 ; ••••DEVEN•L.•DOYEN•••• RELEASED FOR CONSTRUCTION 109835 . ^•',� DC2A16300F3A48C... 6/30/2025 30 15 0 30 SCALE IN FEET \ P 28 / N/F PAESUERTA, LP EMERALD POINT 5.45 ACRES 13606/014 ZONED SC EXISTING AERIEL ELECTRIC \ AF \ a 7.5' SIDE--_ \\�' .� BUILDING SETBACK \ \e\ EXISTING ';;;x V3 \ \ \ \ A FIRE HYDRANT \ f 00 \ EXISTING 6" WATERLINE S� 20' PUE S (14384/56) � 5 / EXISTING 5\ / / STORM 5� s� \ +, L �G ' ' EXISTING MANHOLE TO REMAIN LOT I IR 2.017 AC. / / / / / / / / / N/F TXD FINANCIAL, LLC AGENCY RECORD CONTROL 3.46 ACRES 279 10277/152,162 ZONED M-1 \q f 2g\ \ 15' PUE (14384/56) \ / o LIMITS OF / N/F \ �J, �` \ DISTURBANCE / BCS RED SEVEN PROPERTIES, LLC mmIIIIIIIIIIIIIIII CENTURY HILL DEVELOPMENT \ a PROPOSED ■` 15' REAR 1.48 ACRES \ �� �� n 1 IBM 2�,e o' STORM BUILDING SETBACK 13764/273 ° ZONED M-1 , SITE LIGHT \ \ A. on SITE LIGHT 2 r I-;J' ;` PROPOSED PROPOSED S1 FIRE HYDRANT 9' SITE LIGHT _ DUMPSTER PAD I ^ N ' ' S1 ' a $ 2g1 'Q,' No �� 281 AND ENCLOSURE 16' y °° 2 282 282 TBM 1 �.�' 15' PUE vI Sal 14384 56 .2 N 3a NY a 3 ( / ) ISLAND 7 10 PARKING SPACES ISLAND 6 i I N PROPOSED 8" 1s PROPOSED 2" N / WATERLINE U / + �� I WATER SERVICE 7 PARKING SPACES N O I `� AND 2 ACCESSIBLE SPACES N ISLAND 1 68 55'$ IRE IRE ISLAND 5 9' 9' ,Q ISLAND 2 OSED�M N IBIKOEPRACKK WHEEL STOPS ��� ADA S / I N ' `S' :: • SIGN WHEE I / N r L OFFICE STOPS $ I SITE LIGHT 20' PUE 2 STORY DENTAL D D (7623/231) I I' o 4573 SF ;0 Z I w I FF = 283.5 z z g N ..%' o z } <30' MAX. HEIGHT 20, C W 20' / •' I w in 3 > 0 I . w D o W ,, , `� 282 ` m rn 282 / I N I' N o PROPOSED 24- cv '' I �`' 2:� SEWER SERVICE 4 .��ISLAND T ST IN ST ST U 01 UE UE GAS AS - 271.17' ISLAND 3 EXISTING / TRANSFORMER N64° 30' 29' pv EXISTING EXISTING MANHOLE 25' FRONT BUILDING SETBACK 7.5' SIDE VPROPOSED . •' ; AS LINE < I BUILDING SETBACK PARKING COVER / / I ELECTRICAL SERVICE I I r' TIE-IN LOCATION / I PROPOSED ELECTRICAL SERVICE CONDUIT (CONDUIT / SIZE AND NUMBER PER CSU IPLANS AND SPECIFICATIONS) Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 169.90' 429.96' 022'38'26" 86.07' 168.80' N18'53'25"E C2 67.49' 429.96' 008'59'37" 33.81' 67.42' NO3'04'23"E BRAZOS VALLEY ENDODONTIC ASSIOCIATES 3109 CORSAIR DRIVE TOTAL DISTURBED AREA = 0.899 ACRES CENTURY HILL DEVELOPMENT LOT 11R TOTAL AREA = 2.017 ACRES VOL.14384, PG. 56 MORGAN RECTOR SURVEY A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=30' JUNE 2025 OWNER/DEVELOPER: SURVEYOR: EILERS HOLDINGS, LLC BRAD KERR, RPLS NO. 4502 2901 E 29TH STREET KERR SURVEYING, LLC SUITE 117 409 N. TEXAS AVENUE BRYAN, TX 77802 BRYAN, TX 77803 (979)776-6152 (979)268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 PUE N/F �23/231) ALLENS NUTECH INC. / CENTURY HILL DEVELOPMENT 1.99 ACRES 12009/030 / ZONED M-1 VICINITY MAP gMERALD PARK�UAY 5P~¢ P o PROJECT LOCATION Gtl F N NOT TO SCALE, / EXISTING CURB & GUTTER TYPE "G" EXPANSION JOINT. TO BE REMOVED KEEP 6" RISE TO ELEV = T/C ELEVE. + 3" PROPERTY LINE MATCH FL OF EXISTING GUTTER 3' r EXISTING PVMT. EXISTING BASE RISE IN. DRIVEWAY APRON SHALL BE TYPE "G" EXPANSION JOINT 6" (28-DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 BARS ® 18" O.C.E.W. ASPHALT APRONS W/O CURB & GUTTER SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. SECTION A -A A TYPE "G" EXPANSION JOINT PROPERTY LINE * MAINTAIN 2% VARIES RETURN CURB TO HAVE MAX CROSS SLOPE A ROLL FACE DIMINISHING 5' MIN. WIDTH AT RADIUS POINT. TYPE "D" 25' MIN. R. LONGITUDINAL AMBULATORY RAMP REMOVE CURB JOINT SLOPE = 1:12 MAX SIDEWALK THRU RAMP NEAT N EAT SAW CUT TYPE "G" EXPANSION JOINT SAW CUT TYPE "G" 1� `EXISTING CURB & GUTTER TO 1' EXPANSION NEAT BE REMOVED. A TYPE "G" EXPANSION JOINT JOINT IS NEEDED AT EDGE OF STREET SAW CUT PAVEMENT. REPLACE STREET SURFACING AS NEEDED. COMMERCIAL DRIVEWAY DETAIL N.rs. LEGENDGENERAL NOTES: SITE SPECIFIC NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE 1. THE OWNER OF THE PROPERTY IS EILERS HOLDINGS, LLC. THE SUBJECT PROPERTY IS 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 CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH BTU PRIOR TO THE START OF ELECTRICAL INFRASTRUCTURE CONSTRUCTION. 5. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. & BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDNANCE. 7. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. & 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. 9. 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. 10. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 11. 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. 12. 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. 13. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 14. 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. CENTURY HILL DEVELOPMENT LOT 11R. PROPERTY IS ZONED SUBURBAN COMMERCIAL (SC). 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.899 ACRES (41,014 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. 0310F, MAP NO. 48041CO310F, EFFECTIVE DATE: 4/2/2014. 4. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V-B OF 4,573 SF IS 1,750 GALLONS PER MINUTE. THE BUILDING IS NOT SPRINKLED. 1 FIRE HYDRANT IS REQUIRED. 5. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 6. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN FENCE. THE DUMPSTER AREA SHALL BE 15' x 24' NOT INCLUDING ANY BOLLARDS. (THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT, THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE DUMPSTER AREA AND ENCLOSURE). 7. PARKING LOT STRIPING OTHER THAN FIRE LANE STRIPING SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES: ITEM 666, TYPE 2 MARKING MATERIALS. 8. LOT 11 R, CENTURY HILL DEVELOPMENT IS CONSIDERED A BUILDING PLOT FOR PURPOSE OF SIGNAGE AND NRA STANDARDS. 9. ALL PARKING WILL BE SCREENED FROM THE RIGHT OF WAY BY A 36" HIGH BERM. REFER TO THE GRADING PLAN FOR ELEVATIONS. 10. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALUE. THE LOCKAGE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATING LOCKABLE LID SHALL BE APPROVED BY THE FIRE MARSHALL OR HIS DESIGNEE. 11. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. 12. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 13. 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 14. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE AND ACCESS EASEMENTS WILL BE BY THE LOT OWNER OR PROPERTY OWNER ASSOCIATION. 15. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 16. CONTRACTOR SHALL CONTACT BTU 24 HOURS PRIOR TO BEGINNING CONSTRUCTION WITHIN BTU EASEMENTS. 17. THE DUMPSTER GATES SHALL HAVE A MINIMUM OPENING OF 12' AND OPEN 180'. A 6" CLEARANCE FOR THE CURB SHALL BE PROVIDED. DUMPSTER GATES SHALL UTILIZE A POSITIVE -LOCKING MECHANISM WHILE IN THE OPEN POSITION. 1& A KNOX BOX WILL BE PROVIDED ON THE BUILDING PER FIRE MARSHALL'S REQUIREMENTS AND SPECIFICATIONS. 15. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 19. ALL SIGNAGE REMOVED BY CONSTRUCTION IN THE ROW SHALL BE REINSTALLED AT THE SAME LOCATION OR AN APPROVED LOCATION BY THE CITY OF COLLEGE STATION, UNLESS OTHERWISE BENCHMARK INFORMATION 16. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR NOTED IN THE PLANS. PAVEMENT DEPTHS. TBM 1 N: 10205279.7149 17. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A E: 3569360.198 PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING ELEV : 281.59' CONSTRUCTION (CHSL SQ) 18. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. TBM 2 N: 10205280.188 19. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE E: 3569418.144 PLANS, DRAWINGS AND SPECIFICATIONS. ELEV 281.69' 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL (CHSL SQ) REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. 21. 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 N/F REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND SALE STEPHANIE WYNDAM CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN CENTURY HILL DEVELOPMENT EXPENSE. 5.50 ACRES 22. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES 12926 / 130 THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. ZONED M-1 23. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 24. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER. 25. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR DRIVEWAY. 26. 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. PARKING ANALYSIS REQUIRED PARKING 4573 SF OF DENTIST OFFICE 1 SPACE PER 400 SF MIN 1 SPACE PER 200 SF MAX 12 SPACES MIN 23 SPACES MAX PROPOSED PARKING 25 SPACES PARKING 2 SPACES ACCESSIBLE PARKING 27 SPACES PROVIDED 4 SPACES OVER MAX BICYCLE PARKING 1 SPACE PER 5000 SF OF BUILDING 2 BICYCLE SPACES REQUIRED (MIN) 27. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN 2 BICYCLE SPACES PROVIDED ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY STEEL REINFORCING BARS * CONCRETE PAVEMENT X., - M., //-'. MM', MM', /-/-- - 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. * 6" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. N.T.S. 7-4 6" AT EACH END 35" 24"� / 6"� 'd �dtl 2' 44 a A i 4 E' �a 1.753'�I 6" BIKE RACK DETAIL 2& THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 29. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING. 30. THE IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AN INSTALLED AS PER CITY ORDNANCE 2394. 31. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 32.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. 33. FOR CURB DETAILS REFER TO BRYAN - COLLEGE STATION STANDARD STREET DETAILS SHEET (FIGURE: ST, SHEET 1 OF 2). IV V I LJ: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL O = #4 BARS RADIUS POINTS, P.T.'S AND GUTTER SHALL BE SPACED AT A = 3/4" X 18" SMOOTH MAXIMUM DISTANCE OF 10' APART. EXPANSION DOWELS COMBINED CURB AND GUTTER SECTION DETAIL - TYPICAL \.'I.S. N.T, S. 1. FIRE LANE MARKING NOTES: 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" pE�AT® EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN, SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND PAFKM 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 38Id-3NOZ AVMV MOI-9NI>IdVd ON-3NVl 38Id- 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 R7-201 aP SIGNAGE. FIRE LANE STRIPING AND SIGNAGE DETAIL N.T.S. INTERIOR ISLANDS ISLAND # TOTAL ISLAND AREA S.F. END ISLAND AREA REQUIRED S.F. ADDITIONAL INTERIOR ISLAND AREAPROVIDED S.F. 1 180 180 0 2 721 360 361 3 180 180 0 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 452 SF (156 SF REQUIRED) LANDSCAPE ISLAND ANALYSIS TOTAL PARKING: 27 SPACES PERIPHERAL PARKING: 14 SPACES INTERIOR PARKING: 13 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 13 SPACES X 12 = 156 SF EXTERIOR ISLANDS ISLAND # TOTAL ISLAND AREA S.F. END ISLAND AREA REQUIRED S.F. 4 180 180 5 510 180 6 180 180 7 180 180 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION Garrett Segraves, STAFF PLANNER 07/02/2025 THE SEAL DOCUMENT WASEAUING ON THORIZEDHIS BY ,���P� OF Tfk �= 911 Southwest Pkwy E. ��� BRAZOS VALLEY ALE SHEET SC H U LTZ College Station, Texas 77840 DEVEN L. DOYEN, P.E., ,, * : ' ' %: *`` Engineering,LLC 979.764.3900 LICJUNE 30, 2025ENSE NO. 35 VERTICAL N/A �DEVEN L� DOYENS ' II_ I •"""""' """' ENDODONTIC ASSOCIATES 1 =30 TBPE FIRM NO. 12327 � : " HORIZONTAL RELEASED FOR CONSTRUCTION 109835 ; ' ITE PL N IN'"S° CENTURY HILL DEVELOPMENT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE !E152I.L F PLOTTING SCALE: 1:1 LOT 11 R -COLLEGE STATION TX MARK REVISION BY DATE KERR DLD DLD JPS 24-188 JUNE 2025 ' FILE NAME: 24-188 20 10 0 20 SCALE IN FEET 'R N6 a b' 41 N6 \ < X \ A. �N�cA �lP t EXISTING s GAS LINE 0) EXISTING 6 1 WATERLINE I I EXISTING 20' PUE� N/F BCS RED SEVEN PROPERTIES, LLC CENTURY HILL DEVELOPMENT 1.48 ACRES 13764/273 ZONED M-1 6' REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 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 ATTACHED 6' 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 24' MIN. OPENING. 2', ' U 3" PSI CONCRETE IJ 1' DUMPSTER ENCLOSURE DETAIL - DOUBLE N.T.S. 3" 3" 3' 1, 6" LLIE 9" FlNE�TOM/ =AW 6" ncrmeu 5' 2"x18" REFLECTIVE 1NISH METAL SIGN //-12'.x9" REFLECTIVE FINISH METAL SIGN /-12'.x9" REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. NOTES: 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. LEGEND ### EXISTING CONTOUR PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT OF WAY (ROW) — — LOT LINE — — EXISTING PUBLIC UTILITY EASEMENT (PUE) EXISTING PUBLIC ACCESS EASEMENT (PAE) — — EXISTING PRIVATE ACCESS EASEMENT (PrAE) — — — — — — — — — — — EXISTING PUBLIC DRAINAGE EASEMENT (PDE) — — EXISTING PRIVATE DRAINAGE EASEMENT (PrDE) EXISTING CURB AND GUTTER ST ST ST EXISTING STORM PIPE W-8 EXISTING WATERLINE, SIZE NOTED S-8 EXISTING SANITARY SEWER LINE, SIZE NOTED GAS EXISTING GAS LINE, SIZE NOTED C C C EXISTING UNDERGROUND ELECTRIC LINE AEC:(D:::) AE EXISTING OVERHEAD ELECTRIC LINE 6'-0" O #3 BARS NOTE: ALL WHEEL STOPS SHALL BE CONCRETE WHEEL STOPS SHALL BE PAINTED YELLOW #3 BARS 4" 4" 10" #3 BARS EXTENDED INTO #3 BARS PAVEMENT � 4"ice 5 —4" 1 4" I-+ LONGITUDINAL SECTION WHEEL STOP DETAIL N.T.S. DEMOLITION NOTES: 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THESE PLANS, PRIOR TO REMOVAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES. 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF —SITE. 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY PROPOSED STRUCTURES. 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT—OF—WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION DRAWINGS. 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER/ DEVELOPER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. 8. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, ON THE EROSION CONTROL PLAN PRIOR TO COMMENCING DEMOLITION WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 10. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD SURFACE. 11. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 12. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 13. ALL CONSTRUCTION ACTIVITIES, INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. STEEL REINFORCING BARS * CONCRETE PAVEMENT d' Try, • ,9 •i ,=� `6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT — USE #4 REBAR ® 18" O.C.E.W. * 6" PAVEMENT — USE #4 REBAR ® 18" O.C.E.W. CONCRETE PAVING SECTION DETAIL -TYPICAL N.T.S. MARK LOCATION WITH GALVANIZED CARRIAGE BOLT 3/8" X 2" EXTEND END 24' CONCRETE AND Tj SIDEWALK OR PATH WHERE APPLICABLE PVC SLEEVE DETAIL TYPICAL ACCESSIBLE TRANSITION PARKING SIGN RAMP TO TOP OF SIDEWALK 6 :ONCRETE 6'-0" RAMP 6'-0" RAMP SIDEWALK 6' TRANSITION\_6" RAISED CURB TO TOP CURB OF PAVEMENT ACCESSIBILITY 18, SYMBOL (MIN) 12" TALL 2" STROKE WIDTH N VAN BAY — PARKING ACCESSIBILITY SYMBOL 8 —0 5 8 —0" TYPICAL TYPICAL TYPICAL ADA PARKING DETAIL N.T.S. N.T.S. INSTALL BOLT IN WALK 2-3" SCH 40 PVC PIPE 18" BELOW TOP OF GRADE TYP. THE SEAL DOCUMENT WASEAUTHORIZEDING ON HIS BY ,#i- OF Te� : SCALE SHEET S C H U �ngT,LLCZ College Station, Texas 77840 ,1'*::' B RAZO S VALLEY 911 Southwest Pkwy E. DEVJU L. DOYEN, P.E., DEMOLITION PLAN LICENSE N0. 109835 VERTICAL N/A Engineeri979.764.3900 JUNE 30, 2025 � *' •'*' TBPE FIRM NO. 12327 `...:DEVEN�L.� DOYEN ..,% ENDODONTIC ASSOCIATES HORIZONTAL 1"-20� RELEASED FOR CONSTRUCTION � 109835 ' °�'"b:: •sS° �;�'� CENTURY HILL DEVELOPMENT C21 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE ��' ' F - & SITE PLAN DETAILS PLOTTING SCALE: 1:1 " LOT I I R — COLLEGE STATION TX MARK REVISION BY DATE KERB DLD DLD JPS 24-188 JUNE 2025 ���§�t�5.. ' FILE NAME: 24-188 IMARKI REVISION BY I DATE SCHULTZ Engineering, LLC SURVEYED DESIGNED KERR DLD 911 Southwest Pkwy E. College Station, Texas 77840 979.764.3900 TBPE FIRM NO. 12327 DRAWN DLD THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 JUNE 30, 2025 RELEASED FOR CONSTRUCTION APPROVED JOB NO. J PS 24-188 OF-(E OF Te,"'lS � ............................. �DEVEN�L��DOYEN� ...; .......... :... 109835 moe.�va�gnaa�o.: t� DATE JUNE 2025 BRAZOS VALLEY ENDODONTIC ASSOCIATES CENTURY HILL DEVELOPMENT LOT I I R - COLLEGE STATION, TX 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) LIMITS OF DISTURBANCE FIRE LANE 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 W W PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S S 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 C C C EXISTING UNDERGROUND ELECTRIC LINE AEC:E3t AE EXISTING OVERHEAD ELECTRIC LINE BENCHMARK INFORMATION 11 ]XM 0=tOY4614VAF01VAE, E: 3569360.198 ELEV : 281.59' (CHSL SQ) TBM 2 N: 10205280.188 E: 3569418.144 ELEV : 281.69' (CHSL SQ) GRADING NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECT FILL. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. INSTALLATION OF LANDSCAPING SHALL NOT BLOCK POSITIVE DRAINAGE AWAY FROM BUILDING SLABS. IF POSITIVE DRAINAGE CANNOT BE MAINTAINED DUE TO LANDSCAPING, ADDITIONAL SURFACE AND SUBSURFACE DRANAGE SYSTEMS SHALL BE ADDED. 9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS. 13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE W BELOW THE TOP OF CONCRETE AND 2" BELOW IN LANDSCAPING AREAS. 14. 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. 15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. 18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS. 19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST 6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL DEPTH. 20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 21. CONTRACTOR TO FIELD VERIFY ELEVATIONS AT EXISTING PAVEMENT TIE INS PRIOR TO CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR TO NOTIFY DESIGN ENGINEER. 22. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +4% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED) AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. TP - TOP OF PAVEMENT TC -TOP OF CURB TW - TOP OF WALK TB - TOP OF BERM TG - TOP OF GROUND TRW - TOP OF RETAINING WALL REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION 4�Ai�� GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 SCALE VERTICAL N/A GRADING PLAN HORIZONTAL 1 "-20' PLOTTING SCALE: 1:1 FILE NAME: 24-188 SHEET C3 LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT OF WAY - - LOT LINE - PROPOSED PUBLIC UTILITY EASEMENT - - EXISTING PUBLIC UTILITY EASEMENT PROPOSED PUBLIC ACCESS EASEMENT EXISTING PUBLIC ACCESS EASEMENT - - PROPOSED PRIVATE ACCESS EASEMENT - - EXISTING PRIVATE ACCESS EASEMENT - - - - - - - - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT - - - - - - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT PROPOSED PRIVATE DRAINAGE EASEMENT EXISTING PRIVATE DRAINAGE EASEMENT FIRE LANE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER ST ST ST STORM PIPE ST ST ST EXISTING STORM PIPE W-8 PROPOSED WATERLINE, SIZE NOTED W W PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S S 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 PROPOSED UNDERGROUND ELECTRIC LINE C C C EXISTING UNDERGROUND ELECTRIC LINE AEC:(D::3 AE EXISTING OVERHEAD ELECTRIC LINE PAVEMENT JOINTS SIDEWALK JOINTS ii�i��ep masst*isesW000m�ss Cii�ii issoosefial • PAVEMENT NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,500 PSI. ALL CONCRETE FOR NON -PAVEMENT APPLICATIONS (IE. SIDEWALKS, DRAINAGE FLUMES, AND CONTAINMENT STRUCTURES) SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING MINIMUM YIELD STRENGTH OF NOT LESS THAN 60 KSI CONFORMING TO ASTM A6115, GRADE 60. 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 2' OUTSIDE THE PAVEMENT, UNLESS OTHERWISE SPECIFIED 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECTFILL. 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS SHALL BE IN ACCORDANCE WITH ICC A117.1 - 2009 AND TAS 2012 STANDARDS, AND SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE WHERE APPLICABLE. RAMPS ON THE PUBLIC SIDEWALK SHALL BE PER THE STANDARD DETAILS FOR DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) 11. THE CONTRACTOR SHALL REFER TO THE BCS UNIFIED SPECIFICATIONS AND STANDARDS, CURRENT EDITION, FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS SET FORTH ARE THE MINIMUM REQUIREMENTS. 12. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN 10 FEET. 13. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50' F AND FALLING OR 95' F OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40' F AND RISING OR LESS THAN 95' F. 14. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 15. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 INCHES TIMES THE BAR DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 16. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1 �1h INCH CLEARANCE. 17. PAVING AREAS SHALL BE PROOF -ROLLED WITH A 20 TON ROLLER AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURES, OR THE USE OF GEOTEXTILES. 18. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED", ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 19. CONTRACTOR TO FIELD VERIFY ELEVATIONS AT EXISTING PAVEMENT TIE INS PRIOR TO CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR TO NOTIFY DESIGN ENGINEER. 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" EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND PAFICWf3 EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE 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. 3ald-3NOZ JVMV MOl-9NI�21Vd ON-3NVl 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 R7-201 aP SIGNAGE. FIRE LANE STRIPING AND SIGNAGE DETAIL N.T.S. EXISTING CURB & GUTTER TYPE "G" EXPANSION JOINT. TO BE REMOVED KEEP 6" RISE TO ELEV = T/C ELEVE. + 3" PROPERTY LINE MATCH FL OF C. EXISTING GUTTER 3' r EXISTING PVMT. � �7» EXISTING BASE RISE MIN. DRIVEWAY APRON SHALL BE TYPE "G" EXPANSION JOINT 7" (28-DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 BARS ® 18" O.C.E.W. ASPHALT APRONS W/O CURB & GUTTER SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. "G" EXPANSION JOINT PROPERTY LINE REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 1/4"R SIDEWALK OR PATH WHERE MARK LOCATION WITH APPLICABLE 3" 15^ GALVANIZED CARRIAGE INSTALL BOLT STEEL REINFORCING BARS MAINTAIN 2% VARIES BOLT 3/8" X 2" IN WALK * CONCRETE PAVEMENT MAX CROSS SLOPE RETURN CURB TO HAVE 3"R SEAL WITH EXPANSION JOINT MATERIAL 5' MIN. WIDTH A ROLL FACE DIMINISHING 3"R 1" 5" a 3 4"� AT RADIUS POINT. 1 /4"R d DINAL �' • - - X SMOOTH DOWEL BAR SAWED OR FORMED SEAL 25 R. TYPE "D" 3/4" DIA. X 18", 18" O.C. S MIN REMOVE CURB JOINT NTLONGITU 3" WITH JOINT MATERIAL AMBULATORY RAMP 12" 3» 4" (COATED W/HEAVY GREASE) 1/8" TO 3/16" SLOPE = 1:12 MAX 6' 7» PLAN SIDEWALK THRU RAMP WIDE, 3/4" MINIMUM 3" 3» 3" 2,. \� /\�\\/\\\/\\ \\ PL fir' NON -EXTRUDING JOINT FILLER PER PLAN 2" EXTEND END 24" BEYOND /� V6'$ LIME STABILIZED SUBGRADE RECYCLED MATERIAL, 3/4" THICK AS NET 3" LONG METAL OR PLASTIC CAP, INSIDE TYPE "G" EXPANSION JOINT NEAT CONCRETE AND TAPE BOTH (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) MANUFACTURED BY J.D. RUSSELL CO. NOTE: CONTRACTION JOINTS SHALL BE SAW CUT SAW CUT ENDS OR APPROVED EQUAL. DIAMETER TO BE 1/16" GREATER 4" 3^ * X=5" OR 7" AS SHOWN ON THE PAVEMENT PLAN NOTES: THAN DIAMETER OF DOWEL BAR. CAP AT 15' MAX. SPACING - - - NOTES: MUST BE LONG ENOUGH TO COVER 2' III 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE (28 DAY STRENGTH = 3500 PSI) 1. EXPANSION JOINTS SHALL BE AT 45' MAX OF DOWEL AND MUST STOP SO END OF F� TYPE "G" EXISTING CURB & GUTTER TO SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL O = #4 BARS * 2-3" SCH 40 PVC PIPE * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. SPACING CAP IS 1" FROM THE END OF BAR. V EXPANSION A NEAT BE REMOVED. A TYPE "G" EXPANSION 7" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. JOINT JOINT IS NEEDED AT EDGE OF STREET RADIUS POINTS, P.T.'S AND GUTTER SHALL BE SPACED AT A 0 = 3/4" X 18" SMOOTH 18" BELOW TOP OF GRADE EXPANSION JOINT DETAIL CONTRACTION JOINT SAW CUT PAVEMENT. REPLACE STREET SURFACING MAXIMUM DISTANCE OF 10' APART. EXPANSION DOWELS TYP. AS NEEDED. COMBINED CURB AND GUTTER N.T.S. N.T.S. SECTION DETAIL - TYPICAL PVC SLEEVE DETAIL CONCRETE PAVING SECTION DETAIL -TYPICAL COMMERCIAL DRIVEWAY DETAIL N.T.S. N.T.S. N.T.S. N.T.S. SCALE SHEET THE SEAL APPEARING ON THIS ' 00(E OF Tf ` BRAZO S VALLEY N A DOCUMENT WAS AUTHORIZED BY 1���P..•••••••••... ,. S C H U LTZ 911 Southwest Pkwy E. . DEVEN L. DOYEN, P.E., *.�..� *� VERTICAL College Station, Texas 77840 LICENSE N0. 109835 ••• Engineering, LLC 979.764.3900 *'.........................• JUNE 30, 2025 �� DEVEN L. DOYEN � ENDODONTIC ASSOCIATES TBPE FIRM NO. 12327 ����� `����� PAVEMENT PLAN HORIZONTAL 1 20 RELEASED FOR CONSTRUCTION � ��� ��i'o9835 �C4 •s�° CENTURY HILL DEVELOPMENT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE io f ' F PLOTTING SCALE: 1:1 LOT 11 R -COLLEGE STATION TX MARK REVISION BY DATE KERR DLD DLD JPS 24-188 JUNE 2025 ���§19t�5.. ' FILE NAME: 24-188 20 10 0 20 SCALE IN FEET N. N/F BCS RED SEVEN PROPERTIES, LLC CENTURY HILL DEVELOPMENT 1.48 ACRES 13764/273 ZONED M-1 LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT OF WAY LOT LINE PROPOSED PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY EASEMENT PROPOSED PUBLIC ACCESS EASEMENT EXISTING PUBLIC ACCESS EASEMENT PROPOSED PRIVATE ACCESS EASEMENT EXISTING PRIVATE ACCESS EASEMENT - — — — — — — — — — — — — - PROPOSED PUBLIC DRAINAGE EASEMENT — — — — — — — — — — — EXISTING PUBLIC DRAINAGE EASEMENT PROPOSED PRIVATE DRAINAGE EASEMENT EXISTING PRIVATE DRAINAGE EASEMENT FIRE LANE PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER ST ST ST STORM PIPE ST ST ST EXISTING STORM PIPE W-8 PROPOSED WATERLINE, SIZE NOTED W W PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S S 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 PROPOSED UNDERGROUND ELECTRIC LINE C C C EXISTING UNDERGROUND ELECTRIC LINE AEC:(D::3 AE EXISTING OVERHEAD ELECTRIC LINE PAVEMENT JOINTS SIDEWALK JOINTS Bowes, w1%IfasI%1ftowass sea II �ImeIaftmenNoonan aeftesg IowIIj/• • •�1111��111�.\I�I���11����11�.�� PAVEMENT NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,500 PSI. ALL CONCRETE FOR NON -PAVEMENT APPLICATIONS (IE. SIDEWALKS, DRAINAGE FLUMES, AND CONTAINMENT STRUCTURES) SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING MINIMUM YIELD STRENGTH OF NOT LESS THAN 60 KSI CONFORMING TO ASTM A6115, GRADE 60. 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 2' OUTSIDE THE PAVEMENT, UNLESS OTHERWISE SPECIFIED 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECTFILL. 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS SHALL BE IN ACCORDANCE WITH ICC A117.1 - 2009 AND TAS 2012 STANDARDS, AND SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE WHERE APPLICABLE. RAMPS ON THE PUBLIC SIDEWALK SHALL BE PER THE STANDARD DETAILS FOR DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) 11. THE CONTRACTOR SHALL REFER TO THE BCS UNIFIED SPECIFICATIONS AND STANDARDS, CURRENT EDITION, FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS SET FORTH ARE THE MINIMUM REQUIREMENTS. 12. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN 10 FEET. 13. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50' F AND FALLING OR 95' F OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40' F AND RISING OR LESS THAN 95' F. 14. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 15. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 INCHES TIMES THE BAR DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 16. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1 �1h INCH CLEARANCE. 17. PAVING AREAS SHALL BE PROOF -ROLLED WITH A 20 TON ROLLER AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURES, OR THE USE OF GEOTEXTILES. 18. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED", ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 19. CONTRACTOR TO FIELD VERIFY ELEVATIONS AT EXISTING PAVEMENT TIE INS PRIOR TO CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR TO NOTIFY DESIGN ENGINEER. REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR SAWED OR FORMED, SEAL WITH 3/4" 1/2"0 x 18", 12" O.C. EXPANSION JOINT MATERIAL, MIN 1/4" R� f� GREASE) (COATED WITH HEAVY 1/8" TO 3/16 I 3/8" R 3" LONG METAL OR PLASTIC CAP. RECYCLED MATERIAL, 1/2" INSIDE DIAMETER TO BE 1/16" GREATER 4' THICK AS MANUFACTURED THAN DIAMETER OF DOWEL BAR. CAP BY J.D. RUSSELL CO. OR MUST BE LONG ENOUGH TO COVER 2" APPROVED EQUAL OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. SIDEWALK EXPANSION JOINT DETAIL SIDEWALK CONTRACTION JOINT DETAIL N.T.S. N.T.S. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 3/4" DIA. X 18", 18" O.C. � SAWED OR FORMED, SEAL � WITH JOINT MATERIAL (COATED W/HEAVY GREASE) 1E, 3INIM PER PLAN WIDE, 3/4" MINIMUM 4 [— NON -EXTRUDING JOINT FILLER PER PLAN RECYCLED MATERIAL, 3/4" THICK AS MANUFACTURED BY J.D. RUSSELL CO. 3" LONG METAL OR PLASTIC CAP, INSIDE OR APPROVED EQUAL. DIAMETER TO BE 1/16" GREATER NOTE: CONTRACTION JOINTS SHALL BE AT 15' MAX. SPACING NOTES: THAN DIAMETER OF DOWEL BAR. CAP 1. EXPANSION JOINTS SHALL BE AT 45' MAX MUST BE LONG ENOUGH TO COVER 2" SPACING OF DOWEL AND MUST STOP SO END OF CAP IS 1" FROM THE END OF BAR. EXPANSION JOINT DETAIL CONTRACTION JOINT N.T.S. N.T.S. THE SEAL Southwest Pkwy E. DOCUMENT WASEAUTHORIZEDING ON HIS BY �#I f OF7e SCALE SHEET SC H U LTZ College Station, Texas 77840 *:: ` . • ..'lS:. * ; BRAZO S VALLEY DEVJU L. DOYEN, P.E., Alb PAVEMENT JOINT LICENSE NO. 109835 VERTICAL N/A Engineering, LLC 979.764.3900 JUNE 30, 2025 � *' ' " •'*' TBPE FIRM NO. 12327 `...:DEVEN"L." DOYEN "",, ENDODONTIC ASSOCIATES HORIZONTAL 1"-20� RELEASED FOR CONSTRUCTION % : 109835 'C51 °'. �' " ...... �;�'� CENTURY HILL DEVELOPMENT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE �n' ' F - PLAN PLOTTING SCALE: 1:1 LOT 11 R -COLLEGE STATION TX [MARK REVISION BY DATE KERR DLD DLD JPS 24-188 JUNE 2025 D%y�Sb7� .. ' FILE NAME: 24-188 20 10 0 20 SCALE IN FEET � , EXISTING 6" WATERLINE c9 ' alp SILT FI '(10 4+ s6 N6 �tp,cA �lP EXISTING \ GAS LINE \ \ INLET PROTECTI t \ N 2"X4" WIRE MESH FASTENED TO T-POST METAL T-POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART SILT FENCES AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW NATURAL GROUNDS / SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH -8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL DiRE� F FLOW \ 4"X4" MIN. TRENCH II I'4T' } t 20" p \ SILT FENCE ASSEMBLY DETAIL \ N.T.S. s \ m s ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 6" MIN. DEPTH STONE 1p0 VARIES* (MIN. D448. 3" TO 5" DIAMETER) OVER 50+ TO GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. ate° i� e::��EXISTING STREET NOTE: DRESS WITH ADDITIONAL STONE 6" MIN. AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT GEOTEXTILE PUBLIC STREETS. FABRIC * MINIMUM 12' SHALL BE SUBGRADE FULL WIDTH OF SITE SECTION A -A ENTRANCE EXISTING 8" SEWERLINE W/ 12" PVC SLEEVE PROPOSED 24" STORM PIPE PROPO: STOI 5' O.D. PROPOSED 24" STORM PIPE FL = 276.79 Alignment Data: PIPES 100-101 Number Start Station End Station Length Line/Chord Direction Start Northing Start Easting End Northing End Easting L2 0+00.00 0+10.96 10.96 S77' 02' 16"E 10205274.35 3569412.62 10205271.89 3569423.30 L3 0+10.96 0+13.96 3.00 S77' 07' 11 "E 10205271.89 3569423.30 10205271.22 3569426.23 L4 0+13.96 0+40.23 26.27 S77' 07' 11 "E 10205271.22 3569426.23 10205265.37 3569451.83 NOTE: REFER TO JUNCTION BOX DETAIL FOR BOX REINFORCEMENT. REMOVE AND REPLACE 8" SANITARY SEWER AS NECESSARY INSTALL CASING SPACERS AND END SEALS. BYPASS PUMP AS NECESSARY. 24" 9.1 1 FL = 276.89 292 PROFILE SCALE 1"=40' HORZ. 1 "=4' VERT. 288 288 S101 4'x3' JUNCTION BOX 284 TOP= 281.65 284 EXISTIN S100 EXISTING INLET GROUND TOP=2 0.82 DESIGN GRADE 280 280 PIPE 100 PIPE 101 HDPE PIPE-----___,24" HDPE PIPE F ® 0.50%20.0 LF ® 1.25% 276 276 EXISTING 8" SEWER LINE WITH 12" PVC SLEEVE 272 (00 00 272 (0 r-N Cj Nc0 11 II F 4 =) Z_ O 00 O J J I I I 268 X I I 268 O Nbi + �� W FL 0_ O_ O+ N N Cn N N 264 Cn 264 260 260 -0+50 0+00 1 +00 PROFILE - STORM PIPES 100-101 LEGEND ### PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT OF WAY LOT LINE -PROPOSED PUBLIC UTILITY EASEMENT - EXISTING PUBLIC UTILITY EASEMENT PROPOSED PUBLIC ACCESS EASEMENT EXISTING PUBLIC ACCESS EASEMENT PROPOSED PRIVATE ACCESS EASEMENT EXISTING PRIVATE ACCESS EASEMENT - - - - - - - - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT - - - - - - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT PROPOSED PRIVATE DRAINAGE EASEMENT EXISTING PRIVATE DRAINAGE EASEMENT 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 W W PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S S 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 PROPOSED UNDERGROUND ELECTRIC LINE C C C EXISTING UNDERGROUND ELECTRIC LINE AEC::� AE EXISTING OVERHEAD ELECTRIC LINE _ _ SILT FENCE TP TREE PROTECTION FENCING INLET PROTECTION CONSTRUCTION EXIT CONCRETE TRUCK WASHOUT L-Al I PIPE 103CONCRETE HDPE PIPE 85REVIEWED FOR COMPLIANCE WASHOUT NOUT I �I� 85.5 LF ® 0.40% °' PROPOSE CHANNEL DRAIN / CITY OF COLLEGE STATION II Cl (SEE DRAI GE NOTE 12) PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION ° 1 a; ° / GILLIAN SITLER, GRADUATE ENGINEER I N/F BCS RED SEVEN PROPERTIES, LLC ` A A 07/03/2025 CENTURY HILL DEVELOPMENT I I '•'D °' S104 ❑❑❑❑❑❑ r SILT FENCE 24" GRATE INLET ❑❑❑❑❑❑ u+ I 2 STORY DENTAL OFFICE ❑❑❑❑❑❑ 1.48 ACRES �I 4573 SF a / ❑❑❑❑❑❑❑❑❑❑❑❑ EROSION CONTROL NOTES: 13764/273 I N TOP = 281.55 = FF 283.5 °O°O°° 18" PIPE 103 FL OUT=277.96 / 1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 ZONED M-1 , INLET PROTECTION I 18" PIPE 104 FL IN-278.06 <30' MAX. HEIGHT ov I O.D. + 6' REQUIREMENTS FOR CONSTRUCTION SITES. e' /' MIN.2'-6" SQUARE 2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM e / N/F REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER SALE STEPHANIE WYNDAM PLAN EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL I° ea I PIPE 104 CENTURY HILL DEVELOPMENT FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM PROPOSED SEWER 18 HDPE PIPE 5.50 ACRES #4 BARS O.D. + 6" MIN. DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. N a SERVICE 24.7 LF ®0.40% 12926/130 12" O.C.E.W. 6" TOP & 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA SIDE WALLS HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT I °J ° / ZONED M-1 BOTTOM SLAB LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR INLET PROTECTION HAULING AWAY IF NOT SUITABLE FOR FILL. 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION EXISTING _ _ _ _ _ 1= - �- _ - - - � = � -� = WORK. MANHOLE ` - - = - - _� UE UE UE - I ° / S � If6" SIDE WALLS 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO #4 BARS 6" O.C.E.W. MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE AS GAS INLET PROTECTION 2' CURB INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. AS S 1 07 TOP & BOTTOM SLAB I S105 PIPE 105 OPENING 28-DAY CONCRETE N/F 24" GRATE INLET / a , STRENGTH - 3000 psi 6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT / CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL 24" GRATE INLET 18" HDPE PIPE ALLENS NUTECH INC. TOP = 280.90 a, TOP = 281.80 39.2 LF ® 0.25% CENTURY HILL DEVELOPMENT °' EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE I J 'a' 18" PIPE 106 FL OUT=278.64 / SECTION A -A ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 18" PIPE 104 FL OUT=278.16 1.99 ACRES co 18" PIPE 105 FL IN=278.26 S106 12009/030 i SINGLE GRATE INLET DETAIL 7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS PIPE 106 ESTABLISHED. I 24" GRATE INLET ZONED M-1 / N.T.S. TOP = 281.50 18" HDPE PIPE 8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE / 112.2 LF Q 0.25% PROJECT SITE. 18" PIPE 105 FL OUT=278.36 I 18" PIPE 106 FL IN=278.36 / F 9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. STANDARD CURB INLET DRAIN GATE 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY 32" DIA. CAST IRO I - - - - - CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED, AND WATERED UNTIL MANHOLE COVER DRIP LINE / - - - GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE AND FRAME j I I - - -■ I REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST W/INVERTED TOP ° 12" LARGE ROCK 48" BARRICADE ° d III I I MAX. 4' SPACING 12" FLANGE (ASTM A48) � ORGANIC FILTER TUBE I i I I 2 X2 STEEL STAKES DISTURBANCE. RIPRAP FENCING O b e (12" MIN. DIAMETER) IIIIII DRAINAGE NOTES: �Q G� III 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. A A EXISTING III III a 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. FLOW MAIN TREE a ' a ' • ° III I W 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. HDPE PIPE SHALL MEET AASHTO + LINE d :1w M294, TYPE S WITH WATERTIGHT SEAL. THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE a ° ' a+ °'' ��- - - - - _■ I I o INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE ? MATERIAL AND FITTINGS. ° • SEDIMENT CONTROL LOG LES OpE S O.D. + 6 e j a MUST EXTEND BEYOND THE g% SL 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL 10' MIN. 3' a d INLET'S OPENING A MINIMUM 04 CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE 12" BELOW SQUARE T-BAR STAKES OF 12" ON BOTH SIDES STRENGTH OF 3000 PSI. EXISTING PLAN 48" BARRIER FENCING NOTE: FLOW LINE DRIPLINE 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION PAVEMENT. 4 BARS O.D. + 6" MIN. # � FIRMLY DRIVEN METAL "1" BAR STAKES ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE THE CITY LOGO ON 12" O.C.E.W. 40x40x3x250mm (1"x1"x"x10") COVERS. SIDE WALLS 6" TOP & SEDIMENT CONTROL LOGS ARE TO BE USED ON EXISTING CURB INLETS WHICH ARE LOCATED ADJACENT TO OCCUPIED TRAVEL ROCK RIPRAP DETAIL BOTTOM SLAB OR EQUAL 1 200 mm (6'-0") O.C. LANES WITHIN THE DISTRIBUTED LIMITS OF A PROJECT AS SHOWN ON THE PLANS. 7. ALL STORM SEWER IS PRIVATE UNLESS OTHER WISE NOTED. N.T.S. -EXTEND STAKES TO DRIPLIN SEDIMENT CONTROL LOGS ARE TO BE INSTALLED AND MAINTAINED PER THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY 8. ALL EXPOSED ENDS OF STORM SEWER PIPE SHOULD HAVE CONCRETE END TREATMENTS IN 6" MIN EXISTING GROUND ACCORDANCE WITH THE DETAILS IN THESE PLANS. WEIGHTED IN ORDER TO REMAIN SECURELY IN PLACE. INSTALLATION MUST MEET THE CONSTRUCTION INSPECTOR'S APPROVAL, 1/3 BURIAL OF OVERALL POST 9. ALL DETENTION FACILITIES SHALL BE CONSTRUCTED FIRST. 1111011111 SEDIMENT CONTROL LOGS ARE TO BE CONSTRUCTED OF WOOD FIBERS, SYNTHETIC FIBERS OR OTHER SUITABLE MATERIAL 900mm (3') MIN. SUFFICIENT TO RETAIN ITS SHAPE AND ENCASED IN A UV STABILIZED FILTERING MEDIA OF SUFFICIENT STRENGTH TO RETAIN 10. CONTRACTORS SHALL USE FITTINGS, REDUCERS AND BENDS AS NECESSARY TO MAKE #4 BARS 6" O.C.E.W. 6' SIDE WALLS SEDIMENT. CONNECTIONS. TOP &BOTTOM SLAB NCRETE STRENG H:C035 0 PSI SEDIMENT CONTROL LOGS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 11 PRIOR PRIVATE TO COSTORM SEWER ING WORK.REQUIRES A PLUMBING PERMIT AND MUST BE INSPECTED BY THE CITY SECTTON A-A�TFFM M SAND BAGS SHALL NOT BE USED. V-CHANNEL JUNCTION BOX DETAIL 12. SIDEWALK CHANNEL DRAIN SHALL BE 5" NDS PRO SERIES CHANNEL DRAIN WITH ADA GRATE OR SECTION DETAIL - TYPICAL TREE BARRICADE DETAIL STORM DRAIN INLET PROTECTION DETAIL APPROVED EQUAL. N.T.S. N.T.S. N.T.S. N.T.S. SCALE SHEET THE SEAL APPEARING ON THIS ' E of Tf �� ♦ BRAZOS VALLEY N A SC H U LTZ 911 Southwest Pkwy E. DOCUMENT WAS AUTHORIZED BY ,�I�s�P,..•••••••.•, % DEVJU L. DOYEN, P.E., DRAINAGE & EROSION _ College Station, Texas 77840 LICENSE NO. 109835 *' ••••• i* ♦ VERTICAL / Engineering,LLC 979.764.3900 *� ......................... JUNE 30, 2025 �• DEVEN L. DOYEN •� ENDODONTIC ASSOCIATES 1 TBPE FIRM NO. 12327 �•••�•••••1.09835 �•••'�� HORIZONTAL 1 20 RELEASED FOR CONSTRUCTION °jq"t�:: •s�° CENTURY HILL DEVELOPMENT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE to I ' F - CONTROL PLAN PLOTTING SCALE: 1:1 g3p'""� MARK REVISION BY DATE KERR DLD DLD JPS 24-188 JUNE 2025 D%%3U7L3�qULOg�LOT 11 R -COLLEGE STATION, TX FILE NAME: 24-188 IMARKI REVISION BY I DATE SCHULTZ Engineering, LLC SURVEYED DESIGNED KERR DLD 911 Southwest Pkwy E. College Station, Texas 77840 979.764.3900 TBPE FIRM NO. 12327 DRAWN DLD THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 JUNE 30, 2025 RELEASED FOR CONSTRUCTION APPROVED JOB NO. J PS 24-188 ........... OF .E, lS �DEVEN�L��DOYEN� .........................:... 109835 moe.�va�gnaa�o.: t� DATE JUNE 2025 B RAZ O S VALLEY ENDODONTIC ASSOCIATES CENTURY HILL DEVELOPMENT LOT I I R - COLLEGE STATION, TX 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) LIMITS OF DISTURBANCE FIRE LANE 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 W W PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S S 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 PROPOSED UNDERGROUND ELECTRIC LINE C C C EXISTING UNDERGROUND ELECTRIC LINE -AECaD AE EXISTING OVERHEAD ELECTRIC LINE 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. REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 SCALE VERTICAL N/A HORIZONTAL 1��=20' UTILITY PLAN PLOTTING SCALE: 1:1 FILE NAME: 24-188 SHEET c7 rn 4. I N 6 I N n a, STA. 0+01.94 , STA. - 0+00 8" MJ S GATE VALVE ' S ' x 6" MJ REDUCER 10 5 0 10 8', s a STA. - 0+03.50 • SCALE IN FEET STA. - 0+00 8" 45' MJ BEND a 8" MJ GATE VALVE STA. - 0+05.06 STA. - 0+00 8" 45' MJ BEND 8"x 8" MJ TEE 0 REMOVE 11 LF OF 0+00 A EXISTING 6" WATERLINE I -8 W g AND REPLACE WITH 20' ' O 8" WATERLINE STA. - 0+00 N 8" x 6" MJ REDUCER REMOVE AND I REPLACE ±16 SF OF' RECEIVING °' CONCRETE � PIT I SIDEWALK I �co, co I 0) / I EXISTING STORM I SEWER co � U I I , A I I � , I � I c> 0 / 1 I I , I � I � I I CD I I C — ST — ST — ST 8" WATERLINE SHALL BE INSTALLED BY BORE WITH SPACERS AND SEALED END CAPS AND HAVE RESTRAINED JOINTS OR USE DUCTILE IRON PIPE OR PVC LOCK JOINT PIPE MEETING CITY OF COLLEGE STATION REQUIREMENTS I m I 20' PUE 17384/56 OD , a OD ST ST ST ST ST ST ST ST STA. - 0+91.85 STA. - 0+95.79 a , A 8" 45' MJ BEND " " 8" MJ GATE VALVE \ , STA. - 1+02.76 66 LF STA. - 0+90.50 HYDRANT ASSEMBLY 1\ OF 16" �4 8" 45' MJ BE I W/ VERTICAL EXTENSION STEEL CASING A 1 +00 ■ 8 - • o 1 +02.79 I I m 40' L8' WATERLINE W-1 .1 . . . 0 STA. - 0+99.29 1 5 LF OF DUAL W S LBORE PIT I Im I W I EXISTING 8" I SEWER LINE I WITH 1 " METER AND 1 " IRRIGATION METER I I � I PROPOSED 2" PRIVATE WATER SERVICE y Alignment Data: W-1 Number Start Station End Station I Length Line/Chord Direction Radius I Delta I DOC Mid Ord I Tangent Start Northing Start Easting I End Northing I End Easting L2 1 0+00.00 1 1 +02.79 1 102.79 1 S76' 18' 12"E I 10205276.17 1 3569341.64 1 10205251.83 1 3569441.51 STRUCTURAL BACKFILL 66 LF N 00 r- + + O O I I 292 n 292 PROFILE SCALE 1 "=40' HORZ. 1"=4' VERT. FIELD LOCATE EXISTING UTILITIES PRIOR TO BORE 288 288 284 284 EXISTING GROUND X280 APPROXIMATE LOCATION 280 OF EXISTING GAS LINE. FIELD VERIFY LOCATION. 0.2 ' EXISTING STORM 30" HDPE PIPE 276 •5' 276 0.50 ° of 0.5 % 272 w 0 1 272 C) O M > Ld N N O 7N N N Ld 00 Z x� p QU_ LLJ (6 O I>N W JU J J p W > N Z~ 268 O >co 0 m rn cn � ~0;_jMo II-1 Uj 68 0E-- ry m + U 1 O In m Ln � 0) 0) O C0 �Q (n J WQ Z C� O + +� O. +� O Q NO Q U NOZO O� Q� Q4 N00 (n� +Q � _ F- . 00 W 00 H N - !n CO to 00 Q in> 264 `� _ �64 W Z Z o J u, 0 W Q 0 Z _j CO N N W W 260 " 260 —51 LF OF 16" STEEL CASING INSTALLED BY DRY BORE. ENCASEMENT PIPE SHALL CONFORM TO ASTM SPECIFICATION A134, MILD CARBON STEEL, A139, GRADE A, OR AWWA C200-91 GRADE B, BUTT -WELDED JOINTS WITH ENTIRE CIRCUMFERENCE WELDED BY A CERTIFIED WELDER SHALL BE IN ACCORDANCE WITH AWWA C200-86 SECTION 3 -8" WATERLINE SHALL BE INSTALLED WITH SPACERS AND SEALED END CAPS AND HAVE RESTRAINED JOINTS OR USE DUCTILE IRON PIPE OR PVC LOCK JOINT PIPE MEETING CITY OF COLLEGE STATION REQUIREMENTS _8" SEWER LINE EXISTING -0+50 0+00 1 +00 1 +50 PROFILE - 8" WATERLINE W-1 NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. 4. WATERLINE PIPE MATERIAL 8" PVC, DR-14 (AWWA C-900, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 5. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 6. WATER SERVICES SHALL NOT BE ANY DEEPER THAN 3 FEET NOR ANY SHALLOWER THAN 2 AT THEIR TERMINUS AS COMPARED TO FINISHED GROUND. 7. ALL SERVICES SHOULD TERMINATE WITH A BALL VALVE INSTALLED BY THE DEVELOPER. 8. THE ENDS OF THE ENCASEMENT PIPES SHALL BE SEALED. THE ENCASEMENT PIPE SHALL BE SUPPORTED BY CASING SPACERS AND SHALL HAVE RESTRAINED JOINTS. 9. THE MAINTENANCE AND OPERATION OF THE BORE PITS WILL BE IN ACCORDANCE WITH THE B/CS UNITED TECHNICAL SPECIFICATIONS FOR PIPE BORING, JACKING, TUNNELING AND ENCASEMENT, AS WELL AS EXCAVATION, TRENCHING AND BACKFILL. REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION 4x_,Aiv� GILLIAN SITLER, GRADUATE ENGINEER I 07/03/2025 THE SEAL DOCUMENT WASEAUING ON T AUTHORIIS ZED ,#��PE OF TF� : SCALE SHEET S C H U LTZ 911 Southwest Pkwy E. ••• : B RAZ O S VALLEY DEVEN L. DOYEN, P.E., • .:* ` VERTICAL 1"=4' College Station, Texas 77840 LICENSE NO. 109835 ���*,r• ;* Engineering, LLC 979.764.3900 JUNE 30, 2025 k' ' " ' ', WATERLINE W- I STA. 0+00 TO 0+98 TBPE FIRM NO. 12327 `•..:DEVEN�L.� DOYEN ��,% ENDODONTIC ASSOCIATES HORIZONTAL 1"=10' RELEASED FOR CONSTRUCTION 109835 ;: °�'"��:: •s�° �;�'�� CENTURY HILL DEVELOPMENT PLAN & PROFILE SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE io ' F PLOTTING SCALE: 1:1 � C8 LOT 11 R -COLLEGE STATION TX MARK LREVISION BY DATE KERB DLD DLD JPS 24-188 JUNE 2025 ' FILE NAME: 24-188 281 20 10 0 20 SCALE IN FEET � a }s C r0 N6 c9 � \ u" N6 a 1 I I a Q� N/F I BCS RED SEVEN PROPERTIES, LLC I CENTURY HILL DEVELOPMENT 1.48 ACRES 13764/273 ZONED M-1 MARK ` ` I rn 0 , I co I I c I I � I 0) / I I 0 / SCHULTZ Engineering, LLC SURVEYED DESIGNED REVISION BY DATE KERR DLD 911 Southwest Pkwy E. College Station, Texas 77840 979.764.3900 TBPE FIRM NO. 12327 �qf \Af \ \ \qf of N/F ALLENS NUTECH INC. CENTURY HILL DEVELOPMENT 1.99 ACRES 12009/030 ZONED M-1 / \ \ of \ Z� 279 \ Af 2a, \ \ of O \ \ \qf \ \ Af \ \ \ Af \ of LOT 1IR / 2.017 AC. / 1 / 1 / 1/ ADDITIONAL TREES FOR PARKING MAXIMUM 6 0 U. 4 /1 0 ,1 d d p d DRAWN APPROVED JOB NO. DATE DLD JPS 24-188 JUNE 2025 ST UE ST — STUE UE THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION T AGEN N/F SALE STEPHANIE WYNDAM CENTURY HILL DEVELOPMENT 5.50 ACRES / ZONED M30 LANDSCAPE AREA CALCULATIONS PROJECT AREA PROJECT AREA (SF) (DISTURBED AREA) 1000 SF OF PROJECT AREA REQUIRED POINTS PER 1000 SF PROJECT AREA POINTS 41,014 41.01 30 1,230 ADDITIONAL LANDSCAPE POINTS FROM STREETSCAPE STREETSCAPE LENGTH (FT) LENGTH OF FRONTAGE - DRIVEWAY WIDTH POINTS PER STREETSCAPE SEGMENT LENGTH LANDSCAPE POINTS FROM STREETSCAPE 100 6 600 TOTAL POINTS REQUIRED 1,830 CORSAIR DRIVE STREETSCAPE STREETSCAPE LENGTH (FT) LENGTH OF FRONTAGE - DRIVEWAY WIDTH CANOPY TREES REQUIRED FOR STREETSCAPE (1 PER 32' FOR LOCAL STREETS - MINOR ARTERIALS OR 1 PER 25' FOR MAJOR ARTERIALS AND ABOVE) CANOPY TREES PROVIDED NON -CANOPY TREES PROVIDED (* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE) 110 3.44 0 8 LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE I QUANTITY VALUE (SF) TOTAL AREA (SF) PROPOSED LANDSCAPE ?+•?+?+:; 3.5" > CAL. TEXAS NATIVE 3 450 1350 1.25" CAL. PER CANE CREPE MYRTLE (LAGERSTOEMIA 1ND1CA) NON -CANOPY 5 40 200 STREETSCAPE POINTS 1.25" CAL. PER CANE CREPE MYRTLE (LAGERSTOEMIA INDICA) NON -CANOPY 8 40 320 GROUND COVER PERENNIAL GRASS YES CANOPY TREE POINTS: 1350 % POINTS FROM CANOPY TREES: 0.72 TOTAL POINTS PROVIDED 1870 TOTAL POINTS REQUIRED: 1830 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION GILLIAN SITLER, GRADUATE ENGINEER I BRAZOS VALLEY ENDODONTIC ASSOCIATES CENTURY HILL DEVELOPMENT LOT I IR - COLLEGE STATION, TX 07/03/2025 GENERAL NOTES: 1. 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, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. ALL LANDSCAPING INSTALLED AROUND TRANSFORMER BOXES SHALL MAINTAIN 3' CLEARANCE FROM SIDES AND REAR AND 10' CLEARANCE FROM TRANSFORMER DOORS. 3. TREE PROTECTION BARRICADES MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL AS THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. BARRICADE FOR INDICATED TRESS TO BE CONSTRUCTED WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T-POSTS. 4. ALL SHRUBS PLANTED FOR PARKING SCREENING SHALL BE AT LEAST 24' TALL WHEN PLANTED AND REACH 36' TALL WITHIN 1 YEAR. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION Garrett Segraves, STAFF PLANNER 07/02/2025 SCALE VERTICAL N/A LANDSCAPE PLAN HORIZONTAL 1 11=20' PLOTTING SCALE: 1:1 FILE NAVE: 24-188 SHEET L1 30 15 0 30 SCALE IN FEET N/F PAESUERTA, LP EMERALD POINT 5.45 ACRES 13606/014 ZONED SC e\ / / / / / / / / / \ INSTALL "SIDEWALK CLOSED \ \ \ AHEAD CROSS HERE" SIGN (R9-11) LOCATED AT CORSAIR \ qe N/F DRIVE AND EMERALD PARKWAY \ \ \ \qF / TXD FINANCIAL, LLC INTERSECTION \ \ / AGENCY RECORD CONTROL \ 3.46 ACRES \ \ \ qE 10277/152,162 r;1 \ \ qE ZONED M-1 .t \ \ \ \qF \ i \ CONTRACTOR SHALL 1P / KEEP ONE LANE OF TRAFFIC OPEN AT \ A d�✓ ' `' ALL TIMES PER TCP (1-2) - 18 \ tip v� �l `' - f . 2.017 AC. N/F BCS RED SEVEN PROPERTIES, LLC \ (' \ _ rllr_ W` / CENTURY HILL DEVELOPMENT \ \(P 1.48 ACRES 13764/273 SIDEWALK CLOSED \ / ZONED M-1 HERE WITH BARRICADE S rn N I ST ST I / 11f a 0000Lo / SIDEWALK CLOSED �- f 19 HERE WITH BARRICADE I ' Ln (R9-11) F- N I* 1a 1 •p1 A; 1°� 11 I in 2 STORY DENTAL OFFICE 1. 4573 SF I / FF = 283.5 t- SIDEWALK CLOSED <30' MAX. HEIGHT / V1 HERE WITH BARRICADE (R9 11) I Cn GAS I � I co � I0) TRAFFIC CONTROL NOTES: 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 3. TXDOT TRAFFIC CONTROL PLAN TCP (1-2) - 18 SHALL BE FOLLOWED FOR THIS PROJECT. 4. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM • COCS ISD • COCS TRAFFIC ENGINEER 5. R1-2 "YIELD" SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS WITH APPROACHES THAT HAVE ADEQUATE SGHT DISTANCE. FOR PROJECTS IN URBAN AREAS, WORK SPACES SHOULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. R1-2 "YIELD" SIGN WITH R1-2AP "TO ONCOMING TRAFFIC" PLAQUE SHALL BE PLACED ON A SUPPORT AT A 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 24" CLEAR FROM TRAVEL LANE AND 7' CLEAR HEIGHT FROM TOP OF CURB. 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT. 9. CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC RATED STEEL PLATES AT THE END OF WORKING HOURS AND OPEN THE ROAD TO TWO WAY TRAFFIC AT NIGHT. APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL BE PROVIDED AT NIGHT. 111111l 1111111 1 111111111 111111111 111111111 111111111 1111111 I I I I INSTALL "SIDEWALK CLOSED AHEAD CROSS HERE" SIGN (R9-11) LOCATED AT CORSAIR DRIVE AND PAVILION AVENUE INTERSECTION N/F ALLENS NUTECH INC. CENTURY HILL DEVELOPMENT 1.99 ACRES 12009/030 ZONED M-1 = 22:&1*/ 0 :n6 k�u pipg Zr n ao &k�k vg Wern1no 51On Sequence 'n Opposite Direction Same OS Be I pvr Ti I L D RI-2 42- x 42 X az ' TO o ONCOMING o TRAFFIC RI-2aP 48, X 36, iF (See note 8) u N/F SALE STEPHANIE WYNDAM CENTURY HILL DEVELOPMENT 5.50 ACRES 12926/130 ZONED M-1 CharineI izing devices seporate work apace from trove letway- END ROAD WORK eta-2 48' X 24" N � .20 c a. a N TCP (1-2o) ONE LANE TWO-WAY `hodow vehicle with TWA and high inten$;Ty rotating, flashing, oscillating or Strobe Ilghts.tsee notes 5 & 6) CONTROL WITH YIELD SIGNS (Less than 2000 ADT - See date 7) CW20-40 48" X 48" ZONE LANE cW3-4 ROAD 48" X 48" kH€kD f5ee note 2)L 6E PREPARED TD STOP co20.7 - 48" X 48' � f CW16-2P XXX See note 2)L FEET f Except in emergencies, 1a° flogger stations �(o Sha 1 1 be illuminated dt night � r• f c, shadow vehicle with TµA and nigh ntensity rotating, flashing, osCiIPat Trig or Strobe lignts. (See notes 5 & 61 - RI-2 42- x 42 - X 42- Rl-2aP Except in 48" x 36• emergencies, flogger stations (See note 8) shall be i 11u11inotea at night eW3-2 46" X 48" END To-40 ROAD NfORK 4B• X 4a• G20-2 48- X 24" Cw2D-ID 48• x 48" IFloos- See note I1 F FA C(12g- 7 48' x 48" ROAD WORK AHEAD CW20-1D 48, X As" (FIagS- See note 1) END ROAD WORK G20-2 4a" X 24' XXX CWIG-2P FEET 24" X ia" (See note 21 L "EBE PREPARED RED STOP C11i 48- x 4B- ee note 2) L ONE LANE ROAD It C1P2D-4D I, 40, X 48" ROAD WORK AHEAD>wzc - IG 48` x 48" (Flogs - See note I TCP (1-2a) ONE LAME TWO-WAY CONTROL WITH FLAGGERS LEGEND ® Type 3 Barricade ■ ■ ChonneI;zino, Devices r}y Heavy Work Vehicle ® Truck Mounted ATtenuator [TMA! Troi Per uciunted Fldshinq Arrow Board Portaole Changeable Message Sign fPCWS) A. Sign Traffic Flaw Flog I FIoo" L Farinula Min � 11evirobie Toper Lrrrq+he S~Steo 1bx7m-m spring of tr,rjy,el i=.SignSuoal3fetla4 Minim,An Di3f0MOffeeioff"toffse Langtudinol?no Disteme 10, 11' 12' 00 a Toper On 0 Ton9w L• w5 60 150,165, 160' 30, 60, 120' 90, 200, 205- 225' 245' 35' 70, 160' 120' 250' 40 265' 295' 320- 40' 80' 240' 155, 305, 45 L•WS 450' 495' 540- 45' 90' 32O' 195, 360' 50 500' 550' 6DO' 50, 1CO. 400• 240' 425' 55 550' 605' 660' 55' 110' 500' 295` 495' 60 600' 660, 720' 60, 120, 600' 350, 570' 65 650' 715' 780' 65` 130` 700` 410' 645' 70 700, 77O' 840` TO' 140' BOO' 475' 730, 75 750' 825 9D01 75- 150, 900, S40' 820' iF Convent t om I Roads On l y ** Toper Iengt hS nave been rounded off, L-Length of Toper(FTI 0-Width of Offsef(FTI S-Pasted Spee(JIMPH) TYPICAL USAGE MC6[LE SHORT SHORT TERi1 INTEI'llD1AtE LOWTERM DURATION STATIONARY TERM STATIONARY STATLONARY GENERAL NOTES I, Flogs ottoCTled to Signs where Shown are REQUIRED. 2. All traffic control devices !IPustrotea ore REQUIRED, except those denoted rTtn the triangle synhol may be anitted wTleh stated e15eitwe in the plans, or for routine maintenance work, when approved by the Engineer, 3. The CW3-4 "BE PREPARED TO STOP' sign noy be installed after the CW20-4D 'ONE LANE ROAD AHEAD` sign, put proper sign spacing moll be maintained. 4. Sign spacing may be increased or an additional C1t20-10 "ROAD WORK AHEAD" sign mot be used if ocivonce warning ahead of the flogger or RI-2 "TIELD" sign is less than 1500 feet. 5. A Shadow Vehicle with a TWA should be used anytime it Con be positioned 30 to 100 feet in odvdnce of the area of Crew exposure wiihout adversely offectino the performance or owl(ty of file work. If workers ore no longer present but road or work conditions re¢.1(re the traffic control to .w* r in plods, Type 3 LtarriCadeS or other ctial-neli Zing devices may be substituted far the Shadow vehicle and TWA. 6. Additional Snocow, Vehicles with TMAs may be positioned off the paved surface, next to those shaven in order to protect wider work seoces. TCP (1-20) T. R1.2 "YIELD" sign troff9a Control may be used on projects with dpp-ooches that have adequoie sight aistome. For projects in urban orgies, work spores Should be no longer than one half City block, In rural areas on roodways with less ihpl 2000 ADT, work spdolis 5hould be no longer than 400 feet. S. RI-2 "YIELD" sign with Rl•2aP '70 ONCOMING 1RAFFLC' ploq.le shall be placed an a support at a 7 foot nin i mm molxit irig height, TCP (1-2b1 % Floggers should use Two-woy ram ps or other methods of camnunicotion to control traffic" IQ. Length of work space should be based on the obilify of floggers to commuriTcote. I1, If the work spore is located near o hor izontol or Vert icol Curve, the buffer distarice8 should be Increased in order to mo(ntoin odegjote stopping sight distance to the flogger and o queue of stopped vflhloles (see toble above). 12. Chohnelizing devices on the Center -line may be amrited when a pilot Car is leading traffic and approved by the Engineer. 13, FloggerS sheula use 74- SIQP/SLOW paddles to Control traffic. Flogs should be I im(ted to einergemy sltuot Tons. • FraHfc OperaTlpns Texas Department of 7MI rsporfaHon LJit4ston Standard TRAFFIC CONTROL PLAN ONE -LANE Two -WAY TRAFFIC CONTROL TCP(1-2)-18 Fna iCRl-2-1 s. eyan n"wc"o TxDOT Daeerber 1965 Ca" $LCT cCi Job "Iv�i•rr 4.94 4.98erri$rm 2'94 Z-12 61ST COIMTr SiEEr K. 1.47 2.18 THE SEAL DOCUMENT WASEAUTHORIZEDING ON HIS BY ,�C. .911 Southwest Pkwy E..OF TF h. SCALE SHEET S C H U LTZ College Station, Texas 77840 *:r' �''lS�, * B RAZ O S VALLEY ft DEVJU L. DOYEN, P.E., TRAFFIC CONTROL LICENSE NO. 109835 VERTICAL N/A Engineering, LLC 979.764.3900 JUNE 30, 2025 *' •'*' g �� TBPE FIRM NO.12327 ;...:DEVEN.�.. DOYEN ..; ENDODONTIC ASSOCIATES HORIZONTAL 1"=30' RELEASED FOR CONSTRUCTION � 109835 ' d •s�°•'�;Q-'� CENTURY HILL DEVELOPMENT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE �' PLAN PLOTTING SCALE: 1:1 � MARK REVISION BY DATE KERR DLD DLLOT 11 R -COLLEGE STATION, JPS 24-188 JUNE 2025 ' TX FILE NAME: 24-188 NOTE: GENERAL NOTES: p 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS p ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 0 24" X 24" X 6" COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF o 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24' X 24" X 6" STRENGTH = 2000 psi FINISHED GRADE. BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28-DAY CONCRETE D D WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT AND NO STRENGTH = 2000 psi ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2• ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE FURTHER THAN 15 FEET FROM BACK OF CURB p WITH #4 BAR AROUND OF STEEL, SIZED AS NOTED, STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ALL VALVE BOX. AND PAINTED WITH TWO (2) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 3. EXTENSIONS SHALL BE A MINIMUMHEIGHT OF SNAKEPIT TEST STATION OR OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL 9 NOZZLE SHA L HYDRANT BE 18O 24 INCHES ABOVE M THE STEAMER APPROVED EQUALE NEAREST FINAL VIE. T,VA -A 4• VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. GRADE. VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL SUPPRESSION LINES FROM PUBLIC 10. FIRE HYDRANTS SHALL COME EQUIPPED WITH STORZ QUARTER VIELV - . WATER LINES SHALL BE EJ 6800, WILL BOTTOM BELING ON THE FINE L HOLES SHALL BE CUT FDOR TURN PUMPER CONNECTIONS THAT ARE AN INTEGRAL PART OF STANDARD FIRE HYDRANT PRODUCT 06800044 LOCKABLE LID. EACH BELL AND FIRE HYDRANT. THE FIRE HYDRANT, AND MUST BE FURNISHED BY THE MANUFACTURER, STORZ ADAPTERS WILL NOT BE ACCEPTED. GATE VALVE W/VALVE BOX TRAFFIC RATED COPPERHEAD a WATER LINE S REQUIRED + Sr STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 7 TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRED AS CENTERING COLLAR. WORK. REQUIRED A .;• . 6" A TERMINATE 4' TO 5' FINISHED GRADE FROM TOP OF BOX. 6" BURY LINE AS EQ' AR EI ANCHOR 90°BEND 2" SQUARE AWWA NUT GATE VALVE (__ ) EXTENSION WITH W/VALVE BOX z CENTERING COLLAR. 6" STD. � TERMINATE 4' TO 5' Ii GATE VALVE STANDARD FIRE HYDRANT FROM TOP OF BOX. F- WITH SS BOLTS (SEE NOT 8) 6" D.I. OR C909 PIPE STD. GATE VALVE 00 + LL AWWA C900 W/STAINLESS vfA 6" MJ ANCHOR o PRESSURE PIPE STEEL BOLTS COUPLING = O 14 ga. INSULATED BLOOCKING PEA GRAVEL -FILL COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE I O WEEP HOLE THRusTBLocK FIRE HYDRANT LOCATION BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX_ WI-00 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATI EXTENSION 15" DIA x 1/8" MIN THICKNESS STEEL PLATE w/ 90° CUT-OUT 1" DIA STEEL ROD SQUARE SOCKET ---,i 2" DIA INSIDE 2114" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION MEGALUG OR - SETSCREW RETAINER 24" MIN. NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE 6" W1 WATERLINE TEE OR TAPPING SLEEVE & VALVE MECHANICAL JOINTS BLOCK USING PRECAST CONCRETE RETE"x4" AS REQUIRED WITH SET SCREW RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS OPTIONAL (ROTATE TO FINAL GRADE) TRAFFIC RATED -X REFER TO TECHNICAL SECTION COPPERHEAD 09 03 12 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION TRAFFIC RATED COPPERHEAD AS NAKEPIT TEST STATION OR APPROVED EQUAL STATION OR APPROVED EQUAL GROUND LEVEL MAX. 48" MIN. METAL DETECTOR TAPE 24"x24"x6" CONCRETE PAD (STD.) -METAL DETECTOR TAPE TRACER WIRE SHALL END - AT A TEST STATION. TYPICAL UTILITY PIPE J� I / I TYPICAL UTILITY PIPE X TRACER WIRE MUST BE INSTALLED TRACER WIRE MUST BE INSTALLED/ DEAD END - DIRECTLY ABOVE THE PIPE. `VI-01 UTILITY PIPE LOCATION MATERIALS- -UNDISTURBED DIRT END OF LINE CAP/PLUG BEDDING SAND 2- A 24" MIN. DIRT COMPACTED -,,,,-UNDISTURBED `SELECT FILL MEGALUG,, , r�;r ti=. ..��;,;�:g•.4; PIPE, i'�'''''"C?'.�,d%•fi'i�n MIN. 12" MIN. CONCRETE END OF LINE BLOCKING NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM AIR RELEASE/VACUUM. UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BREAKER VALVE SIDES OF COPPER PIPE. VALMATIC MODEL 201C.2H 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" (1") OR MODEL 202C.2H SHALL INCLUDE ALL MATERIALS, AS SHOWN IN (2- OR APPROVED DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. EQUAL W/ S REENED HOOD 3. PIPE SIZE SHALL BE 1" OR 2". 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (1") WITH rm HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED TRACING W 14ga SOLID COPPER NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE AND ON ALL VALVE SIGN POSTS. WARNING SIGN BLACK TEXT WARN IN 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ° •' ENAMEL FINISH. FURNISH ONE • ° ° WARNING AND ONE VALVE SIGN 10" UNDERGROUND PIPELINE AND ONE POST FOR EACH VALVE ° CONTACT THE CITY INSTALLED AND AT OTHER ° ' ' BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. ° '• ° ° ° - FURNISH SAME NUMBER OFr33C YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUND INSTALLED (OMITTING VALVE4..NUMBER ON VALVE SIGN)VALVE (NOT A SEPARATE PAY ITEM) 7"NO. � T 1� T BLACK PRESSURE TO BE ADDED AFTER SLAB BASIC SIGN HAS BEEN WHITE 10„" PAINTED. BACKGROUND > MJ PLUG „, , PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN REALIGN AS NEEDED STANDARD FIRE HYDRANT ASSEMBLY W MAIN LINE M. J. TEE OR CROSS 4-0 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4•_0• CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB 4'-0" NOT GREATER k THAN 45° BACK FILL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING ° AT BEND AND 9� Gfi9 ADAPTER OR AN APPROVED EQUAL PLUG. OG THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON k NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER ASTM D698 IN -LINE BLOW OFF ASSEMBLY W3-01 W3-00 GALV. ELL GALV. NIPPLE ----REMOVE DISCARD AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH EXIST. GRADE 4•_0•• CAST IRON VALVE BOX COVER CAST IRON LID �SCH. 40 GALV. PIPE TX 4' X 6" CONCRETE SLAB AFTER BLOW -OFF INSTALL MALE QUICK AMERICAN FLOW CONTROL CONNECTION & CAP TRENCH EXIST. GRADE R AN APPROVED EQUAL 4" APPROVED BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP EQUAL -IRON PIPE THREAD COMPRESSION FITTING AND BALLVALVE BRASS THREAD PIPE 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE WATER 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) COPPER EXPOSED TO MAIN CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP 31 SLEEVED WITH APPROVED - TYPE "K" COPPER TUBING COPPER PIPE SLEEVING <11 TAPPING SADDLE W/ CONCRETE BLOCKING TO BE IN ACCORDANCE WITH 11 WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO CORPORATION STOP. DETAIL W3-00 MAIN UNDISTURBED SOIL IN ACCORDANCE WITH DBE ETAIL W SINGLE BODY COMBINATION BRASS NIPPLE 411 END OF LI N E AIR RELEASE VALVE 2II BLOW -OFF RISER BLOW -OFF W3-02 W3-03 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE ID in HRUS (tons) C (ft) A ft VOLUME (c.y.) 4 6 8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR 7• METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH - FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c.y.) 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90° 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5° 6,8" 1.511.5 11.5 0.9 0.8 0.1 10,12" 2.0 12.5 11.5 1.2 1.1 0.3 11.25° 6,8" 1.011.5 11.5 0.9 0.4 0.1 10,12" 1.511.5 1.5 1 21 0.6 0.1 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH 1'-0" WATER WIDTH PIPE X ` X T.m A'' THRUST w a Q O PIPE "�• JOINT T T a INNER \NNER DIA. OAP' C LITE POUR CONCRETE VIE DIA. AGAINST UNDISTURBED EARTH SECTTONX-X IT, LV VIF. W C Lu of U-0 THRUST- ME OY Q mO O mm POUR AGAINST UNDISTURBED EARTH TEE THRUST BLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 SEE TECHNICAL SECTION 33 12 1 FOR MATERIAL REQUIREMENTS CONC. CURB & GUTTER D APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE Lu STRAIGHT BALL VALVE W/ PLUG Z (2 FOR DOUBLE SERVICE) 1-1/2" BALL VALVE O (FOR DOUBLE SERVICE ONLY) 4' MIN. VIEW A A o O /`\A M 12" MIN.- " MAX. STRAIGHT BALL VALVE 2' MI WITH PLUG (2 FOR DOUBLE SERVICE) 4' MIN. A \-CORP STOP 1" TYPE K COPPER TUBING SINGLE SERVICE 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEE NOTE 1) NEW WATER SERVICE 0HORTAND LONG SIDE) STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BI PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF JOINT (TYP. OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. END) AREAS) B/C /I/ T5' CARRIER PIPE- \--CASING SPACER 1-PC. PULL -ON WATER NEOPRENE � GCJ CO TIGHT END PAVEMENT AREAS SEAL W/ STN. STL. CLAMPS "APS" OR .,PSI.. D ,. .,. B/C BAND CLAMP .°SIDEWALK, NOTE: CASING SPACERS 4-RUNNER MIN. (THRU 24' DIA AT SPRINGLINE 5 CASING) OR 6-RUNNER MIN. (24"-42" DIA. CASING) STAINLESS PROVIDE 4 RUNNERS AT STL. TYPE304; 8" WIDE BAND BOTTOM 45 W/ POLYMER RUNNERS; CENTERED MIN OR NON -CENTERED; CLEAR BELL, RESTRAINED FROM FLOTATION; INSULSTRUCTURAL BACKFILL AREA OR"CATED;"APS,INC.,MODSS18" OR "CASCADE" CASING DETAIL W2-02 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WIVALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. MAIN. SLEEVE &VALVE AS REQUIRED ENCASEMENT 2%0" MIN. ENCASEMENT 2%0" MIN. WATER LINE OPEN CUT OPEN CUT SHOULDER VARIES LIMIT LIMIT r•_n ,�WIf1TI-101= PA%/FMFAIT WIDTH OF PAVEMENT GATE VALVE 7 13'-0" MIN. I SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY c(9 STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING AO SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS LUMPS CLODS OR DEBRIS LARDER THAN TWO 2 INCHES IN THE LARGEST DIMENSION COMPACTED TO A ) MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS Ie...YARDS, PASTURES, EASEMENTS AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO OR FORM A BALL WHEN PRESSED IN HAND. © CEMENT STABILIZED SAND 1-1/2" SACKS CEMENT/CY MINIMUM. 2 SACKS CEMENT/CY MINIMUM WHEN DISTANCE BETWEEN WATER LINES AND SANITARY LINES IS < 9FT `1" TYPE "I COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) -1/2" BALL VALVE FOR DOUBLE SERVICE )N LY) W2-01 ADJUSTABLE TOP RUNNERS 7 TO MAINTAIN 1" MAX CLR. -30° MAX STEEL CASING `8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) W2-03 GATE VALVE W/VALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WATER LINE • GATE VALVE 3%0" BELOW DITCH FLOW LINE. STEEL CASING CARRIER PIPE `V4 00 TYPICAL RURAL STREET CROSSING r _ 1 ORIGINAL GROUND OR BOTTOM OF SUB -GRADE NOTES: 1. FOR BEDDING AND TRENCHING W/THIN ALL EXISTING PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. -00 ST4-09 ST4-02 . THIS NOTE DOES (Details ST4 NOT APPL Y TO STREETS BEING RECONSTRUCTED. OA SELECT MATERIAL 2. EVERY 900 FEET PROVIDEA WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL "e'f:;:• DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET - OA SELECT MATERIAL ©CEMENT STABILIZED SAND /NLENGTH. NOBEDDING SAND /NTHIS AREA. 8"- 12" MAX. 8"- 12" MAX. 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ©(MANUALLY CONSOLIDATE ©(MANUALLY CONSOLIDATE BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS AT OPTIMUM MOISTURE) AT OPTIMUM MOISTURE) FOR PVC PIPE. ' f 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4, 4„ SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 UNDISTURBED SOIL �j UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL PIPE _j PIP TAMPING. O.D. O,D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. 6" MINJ12" MAX. TAPE AT A MINIMUM OF 24" 6" MINJ12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NOV -STRUCTURAL AREAS TO BF PAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ACK FILLED AREAS ��1? ����'I?F,E7 7 �� RE 8. PAVING OR PLATING P ACLL TRENCHES SHALL BEED AT THE END ODF EACH TEMPORARY RLC0A877?1, 1� WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE `V4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 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. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. z ar_ w O � CITY OF BRYAN The Good Life, Texas .Style." DRAWN BY: DATE: SCALE: N T S APPROVED: K.L. APR 2024 W. P. K NOTES: 10 Service saddle, SS straps, CC threads © Brass bushing IPS -1" x 3/4" Installed per manufacturer's O7 Meter nipple - C38-23-2-5 - 3/4" recommendations. All main types: Smith Blair 317 ® Meter box and lid: 2O Corporation Stop: Ford FB 1000-4-Q -1" Old Castle/Christy meter box and lid: 3 O Service tubing: Type K copper soft-1' 9� Yp pp 609 Utility Box - N09R Concrete Lid Marked "Water" ® Ford male adapter - C84-44-Q -1" with Flex -Net Sensus Probe Hole �5 Meter box valve: 5 = Ford Angle Stop - BA-11-444W -1" 5A = Ford Straight Stop - B11-444W -1" CUSTOMER VALVE ?HOD CUSTOMER VALVE NOTES: O 1 Service saddle SS straps, CC threads Installed per manufacturrer's recommendations. All main types: Smith Blair 317 Corporation Stop: Ford FB 1000-4-Q -1" �3 Service tubing: Type K copper - soft -1" ® Ford male adapter - C84-44-Q -1" �5 Meter box valve: 5 = Ford Angle Stop - BA-11-444W -1" 5A = Ford Straight Stop - B11-444W -1" © Meter nipple - C38-44-2-625 -1" O7 Meter box and lid: Old Castle/Christy meter box and lid: B12 Utility Box N09R Concrete Lid Marked "Water" with Flex -Net Sensus Probe Hole CUSTOMER VALVE 'THOD CUSTOMER VALVE UPON CITY UPON CITY ENGINEER'S APPROVAL EVGI.'VFFRSAPPROVAL CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP-3/4" W6-00 STRAIGHT OR ANGLE TAP - 1 ° W6-01 NOTES: 10 Service saddle, SS straps, CC threads © Brass nipple I.P.S. - 2"x3" Installed per manufacturer's recommendations. All main types: O7 Meter Flange - CF31 - 77 - 2" Smith Blair 317 ® Meter box and lid: 20 Corporation Stop: Ford FB 1000-7-Q (cc thread) - 2" Old Castle/Christy meter box and lid: - B65 Utility Box �3 Service tubing: Type K copper - soft - 2" - N09R Concrete Lid Marked "Water" with Flex -Net Sensus Probe Hole ® Ford male adapter - C84- 77 Q - 2" Meter box valve: 5= Ford Angle Stop - BA -11-777W - 2" 5A = Ford Straight Stop - 611- 777W - 2" CUSTOMER VALVE THOD CUSTOMER VALVE ENGINEERSAPPROVAL CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" 11 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CUSTOMER VALVE sTHOD CUSTOMER ZVALVE ENGINF.F.RSAPPROVAL CITY OF BRYAN STRAIGHT OR ANGLE TAP-1-1/2" W6-02 METER SWIVEL NUT OR NIPPLE METER ANGLESTOP BOX 11/2"BALL VALVE o O K ONLY) DOUBLE SERVICE WATER JO METER 4' MIN. VIEW A A i DOUBLE SERVICE o o ANGLESTOP SEE DETAILS W6-00 HRU W6-03) A 1-1/2" BALL VALVE FOR DOUBLE SERVICE ONLY) CITY OF BRYAN WATER SERVICE RECONNECTION WATER METER BOX METER SWIVEL NUT OR NIPPLE L-1" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. wG. COUPLIN FLG. SPOOLG ADAPTER NRS FLG GATE VALVE (TYP-2) SENSUS C2 OMNIJ FLG TEEJ TOUCH READ 1000 (TYP-2) GALLON w/STRAINER PLAN VIEW CONCRETE LID W/ 36"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) GRAVEL BEDS "Emw ELETUA TION VIEW NRS GATE VALVE (TYP-2) MFG: PARK EQUIP. CO. MODEL: DMC-CS ROD (TYP) DUCTILE IRON (TYP) GALVANIZED STEEL (TYP)SUPPORT 12" SQ SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN MODEL SIZE L1 W1 H1 WE IIBGSHT DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT W/ ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CITY OF COLLEGE STATION METER VAULT ASSEMBLY NOTES: 0 Service saddle and CC threads installed per manufacturer's recommendations. All main types: Ford S70/S90 02 Corporation Stop: Ford FB 1000-4-1" 3� Service tubing: Type K copper- soft-1" ® Meter box valve: 4 = Ford Angle Stop - BA13-342W -1" 4A = Ford Straight Stop - 611-444W -1" 1 Ball valve © Meter box and lid: Old Castle meter box, Cl lid with Reader #36 PREFERRED JIF,THOD CUSTOMER VALVE AER DVGINEERSAPPROVAL CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" W NOTES: 1� Service saddle and CC threads installed per manufacturer's recommendations. All main types: Ford S70/S90 2� Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 30 Service tubing: Type K copper - soft - 2" ® Meter box valve: 4 = Ford Angle Stop - FV-43-777W - 2" 4A = Ford Straight Stop - 611-777W - 2" W5-00 NOTES: Service saddle and CC threads installed per manufacturer's recommendations. All main types: Ford S70/S90 Corporation Stop: Ford FB 1000-4-1" �3 Service tubing: Type K copper - soft -1" ® Meter box valve: 4 = Ford Angle Stop - BA-43-444W -1" 4A = Ford Straight Stop - B11-444W -1" SPECIAL CONDITIONS ALL CONNECTIONS SHALL BE PACK -JOINT COMPRESSION TYPE ALL SERVICE EXTENSIONS/APPURTENANCES ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION A MAXIMUM OF FOUR - 0.75" WATER METERS ARE ALLOWED FOR THIS CONFIGURATION MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL 4' MAX. VIEW A A QLAD SERVICE 1Q Service tubing: Type K copper - soft - 2" Ford Ball Valve - B44-777-NL- 2" 30 Ford'Y' Branch - Y44-274-NL- 2" x 1" x 1" ® Ford Ball Valve - B44-444-NL-1" O5 Ford Angle Stop KV13-332W-NL - .75" x .75" Meter Nut Swivel © Ford 'U' Branch - U48-43-NL 7O Dual Concrete Meter Box - Provided by COCS CITY OF COLLEGE STATION QUAD SERVICE CONNECTION Ball valve © Meter box and lid: Old Castle meter box, Cl lid with Reader #36 PRET RRM METHOD CUSTOMER VALVE NER UPON CITY ENGINF,F.RSAPPROVAL CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" O5 Ball valve © Meter box and lid: Old Castle meter box, Cl lid with Reader #65 PREFERRED AIF.THOD CUSTOMER -VALVE CUSTOMER VALVE UPON CITY ENGINEERS APPROVAL CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 2" 7-03 W7-01 NOTES: - ALL CONNECTIONS TO BE COMPRESSION TYPE. MATERIAL USED SHALL BE AS SPECIFIED OR AN - APPROVED EQUAL. - ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. Service Tubing: Type K Copper - cu - soft -1.50" Ford Ball Valve - B44-666-NL-1.50" Ford 'Y' Branch - Y44-264-NL-1.50" x 1" x 1" ® Service Tubing: Type K Copper - soft -1" Ford Ball Valve - B44-444-NL -1" © Ford Angle Stop KV43-332W-NL -1" x 0.75 Meter Nut Swivel 7O Concrete Meter Box - Provided by COCS W5-01 NOTES: Service saddle and CC threads Ball valve installed per manufacturer's © Meter box and lid: Old Castle meter recommendations. box, Cl lid with Reader #65 All main types: Ford S70/S90 20 Corporation Stop: Ford FB 1000-6-1-1/2" 03 Service tubing: Type K copper- soft-1-1/2" ® Meter box valve: 4 = Ford Angle Stop - FV-43-666W-1-1/2" 4A = Ford Straight Stop - 611-666W-1-1/2" 0 PREFERRED METHOD CUSTOMER VALVE 'OMER E ENGINEERSAPPROTAI CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/2" W7-02 VT DOVh CITY OF COLLEGE STATION DOUBLE WATER SERVICE RECONNECTION W7-04 ,�I-ED CD U L U) Q Q L c0 O �L — iZ CU U 0 Q r� CD z O CD CV r W c4 o n w -r O � z � oa CITY OF BRYAN The Good Life, Texas Style. DRAWN BY: DATE: SCALE: APPROVED: NVE M"f LVIVArN W6-03 W6-04 SEE NOTE 6 NOTES: MANHOLE DIA. MAIN SIZE 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS ARNING SHALL BE USED AT EACH MANHOLE IN NEW 4FT <181n. OR EXISTING RIGHT-OF-WAY. 5 FT >_18in. <30in." 6 FT >_36in. SEWER SIGN AN- 2. USE Nr' SEALANT OR APPROVED EQUAL MANHOLE SIGN N BETWEEN RING/COVER, ADJUSTMENT AND CHIMNEY STD. DUCTILE IRON MANHOLE COVER (SEE DETAIL S5-02) V-0" „ OR CORBEL/CONE SECTION. AND FRAME (30" DIA. OPENING) 3. MANHOLE BASE THICKNESS AND FOUNDATION OR EQUAL STD. DUCTILE IRON MANHOLE E T MIN. FROM FLOWLINE TO RIM AS FOLLOWS: COVER AND FRAME (30" DIA. OPENING) OR EQUAL MANHOLE DEPTH (FT.) BASE THICKNESS SEE DETAIL S4-01 12" MAX. 0-12 8" 12" MAX. SEE NOTE 1 SEE NOTE 1 _ 12 AND OVER 12" 2'-6" PRECAST REINFORCED 2_g " 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: VARIES CONC. MANHOLE SECT. CLASS "A" CONC. ASTM DES. C-478 3000 PSI IN 28 DAYS o A 8' GREEN, HEAVY DUN, LOCATION COMPACTION REQUIREMENT VARIES BACK FILL AROUND MH � WING CHANNEL POST PAVEMENT 98 %STANDARD PROCTOR - ASTM D 698 VARIES (SEE TABLE) _i, SHALL BE AS PER NOTE 4 " VARIES LANDSCAPE AREA 90 %STANDARD PROCTOR - ASTM D 698 PLUG 9" 6" MIN. Illlr BACK FILL AROUND 5" MIN. MH SHALL BE AS (SEE TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT MAX PER NOTE 4 INSIDE AT ALL JOINTS 5. IN FLOODPLAINS OR AREAS OF CONCENTRATEDT a FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE MAX ° 6" MIN. THE BASE FLOOD ELEVATION OR A BOLT DOWN PLUG WATER -TIGHT RING AND COVER SHALL BE USED, Iln�lu v VENTED WHERE REQUIRED. 2-0 - INVERT 3/4 DIAMETER OF PIPE UP TO 24". 24" AND LARGER - BASE SHALL BE FULL DEPTH INVERTS. 6. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS, WATERSTOP-PIPECo,x 77 MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACEMANHOLE SEE NOTE 3 / #4 BARS BENT 90^ AND TIED TO WALL (a�D BASE. WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRE -CAST MA-AHOLE STANDARD MANHOLE S 1-00 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. 5" MIN CEMENT STABILIZED 12" SAND AS SHOWN CEMENT STABILIZED VARIES 3" SAND AS SHOWN 4� 3 =. 3„ \�I/ 4 `I� 1 3.. - - _ - VARIES A VARIES A = vARIE 4 3„ SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND y 45° BEND SEE BASE NOTE FOUNDATION #4 BARS, 8" O.C.E.W. --DEPTHS -WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, NOTE: GREATER THAN 12 FEET WILL R APPROVED EQUAL. 2 REQUIRE 2 MATS OF REINFORCING (2 REQ'D) STEEL IN THE BASE CITY OF COLLEGE STATION OUTSIDE DROP MANHOLE ONLY ALLOWED FOR MAIN LINE CONNECTIONS (6"AND LARGER) SECTIONA-A S2-00 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. NOTES: U 1. FOR BEDDING AND TRENCHING WITHIN ALL EXISTING PAVED AREAS, (A) SELECT NATIVE MATERIAL ORIGINAL GROUND OR BOTTOM OF SUBGRADE SEE DETAILS FOR OPEN CUT STREETS. Details ST4-00, ST4-01, ST4-02 . ( ) MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF SECTIONA-A d STANDARD CLEANOUT THIS NOTE DOES NOT APPLY TO STREETS BEING RECONSTRUCTED. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) r _ STANDARD CROSS 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 2 (& SELECT MATERIAL 5" MIN � ° TO ANSI/AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 24"MIN. 3. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4%OF OPTIMUM UNDER NON-STRUCTURAL A SELECT MATERIAL © CEMENT STABILIZED 24" MIN. VARIES - CEMENT STABILIZED SAND AS SHOWN. ACCORDANCE TO ANSI/AWWA C150/A21.50. AREAS (ieYARDS, PASTURES, EASEMENTS)(OPTION 1) 8"-12"MAX. SAND STANDARD CROSS 4" -1 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. ... AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CB (MANUALLY CONSOLIDATE AT OPTIMUM 8"-12"MAX. C, (MANUALLY CONSOLIDATE 3" VARIESfi 5 ALL TRENCHES SHALL BE BACK FILLED AND PAVING OR OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS MOISTURE) O MOIOSTURE M VARIES 3„ PLANKING PLACED AT THE END OF ACH WORKING DAY. AND STREETS TO BE RECONSTRUCTED. (OPTION 2) BELOW ) A - [ � , A 3" 6, EVERY 100 FEET PROVIDE A WATER STOP BLOCK © GRANULAR MATERIAL 6" PIPE BELL 6" BELOW PIPE BELL 90° BEND ARIE 90° BEND COMPOSED OF CEMENT SAND OR IMPERVIOUS NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC O.D. PIPE UNDISTURBED SOIL O.D. � PIPE UNDISTURBED SOIL L SEE BASE NOTE 6" MIN. MATERIAL AND WHICH, WHEN TESTED BY STANDARD O.D. O.D. FOUNDATION LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 6" MIN./12" MAX. MAXIMUM LIQUID LIMIT 45 PLACE METAL DETECTOR 6" MIN./12" MAX. #4 BARS 8" O.C.E.W. -- DEPTHS WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, MAXIMUM PLASTICITY INDEX 15 TAPE AT A MINIMUM OF 24" GREATElk THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 ABOVE TOP OF PIPE 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) MINIMUM PERCENT PASSING 3/4" SIEVE 100 BASE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NON-STRUCTURAL AREAS TO BE PAVED NOT ADHERE TO OR FORM A BALL WHEN PRESSED IN HAND. AREAS OR STREETS TO BE CEMENT STABILIZED SAND RECONSTRUCTED CITY OF BRYAN 1-1/2" SACKS CEMENT/CY MINIMUM. 2 SACKS CEMENTICY MINIMUM WHEN DISTANCE OUTSIDE DROP MANHOLE BETWEEN SANITARY LINES AND WATER LINES IS < 9FT NOTES: 1. FL% W SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THI ETAIL TO BE WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW ,ANHOLE. 3, FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING' INE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL B S REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE PLACE AND COMPACT 6" OF GR LAR BEGGING. MONOLITHIC POUR OF MIN. 7DEPTH G SACK TO ING MIX TO BE PLACED INSIDE, U DER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDI G AROUND CONCRETE BLOCK RIS RS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BA tREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS RED, AND THE MANHOLE HAS BEEN VACUUM TESTED HE EXISTING PIPE SHALL BE SAW CUT. ONLY AFTE ITY APPROVED, PASSING MANHOLE LEAKAGE TES ING. THE EXISTING PIPE SHALL FORM THE TROUGH O THE MANHOLE AS SHOWN. FILE CUT PIPE TO GI SMOOTH EDGES. MANHOLE SECTION MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. FORM SHELF SLOPE AT- 1 "/FT. NEAT AND SMOOTH. BASE ANN PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. SEWER FILL-IN BETWEEN DOG HOUSE MAIN CUT-OUT AND PIPE WITH INOWSHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALL SHAPE. MINA UM 3-2-1/2"X6"X1G" CON ETE BLOCKS. (TYPICAL) 6" O GRANULAR BEDDING CITY OF COLLEGE STATION RAVITY SEWER DOGHOUSE MANHOLE BEDDING AND TRENCH FOR DI PIPE & PVC PIPE NOTES: 1.CONCRETE SHALL BE 3,000 P.S.I. CORE HOLE ANC RUBBER BOOT IIZE PER BOOT MANUFACTURER MENDATION 1 OPENING CREATION DETAIL A DIAMETER -VARIES FACTORY -INSTALLED RUBBER BOOT NEW INVERT 1 CONNECTION DETAIL SECTION VIEW B.2 S1-01 1 MANHOLE CONNECTION DETAIL B - REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. FACTORY INSTALLED RUBBER BOOT 1 CONNECTION DETAIL SECTION VIEW B.1 STANDARD MANHOLE TIE-IN S3-01 ONLY WHEN APPROVED BY CITY ENGINEER s2-01 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. 6. NUMBER OF STRAPS DEPENDENT ON SIZE OF PIERS. MIN. 1 STRAP PER PIER. . o #4 BAR HOOPS, 12" O.C. PIER DIA. ASSHO�� d OPLANS • .a PLAN DUCTILE IRON PIPE WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING 0 w -craw SECTIONA A ' MAX. VARIES 3" CLEARANCE MININMUM PIER DIAMETER VERTICAL STEEL # 5 BARS 16" 8 24" 12 26" 14 30" 1 16 42" 24 4" WIDE X 3/8" THICK STAINLESS STEELSTRAP FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PER(SEE NOTE 6) 1 " x 18" GALVANIZED STEEL ANCHOR BOLT SECURED TO ( \� VERTICAL REINFORCING STEEL sw�a - (9 CL W w W w 0 = Iy = 0 U_ A A =w OCL DUCI W xaQcra w U 20 VERTICAL STEEL AS PER TABLE 0 H #4 BAR HOOPS, 12" O.C. �WIX (L POUR CONC. AGAINST z � UNDISTURBED EARTH INTO HOLE Y) w 00 TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH GROUT NEW BENCH TO SPRINGLINE AMID TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY. MANHOLE BOOTS SHALL BE SIZED SAME AS INCOMING PIPE. CROSS MUST BE A MINIMUM 24" BELOW CONE SECTION. 5 FOOT DIAMETER MANHOLE WILL BE REQUIRED FOR DROPS 12" AND GREATER. IF THERE ARE TWO DROPS INSIDE MANHOLE ON OPPOSING SIDES THEN MANHOLE LID SHOULD BE CENTERED BETWEEN THE TWO DROPS. STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL (TO BE PLACED DIRECTLY OVER DROP) GRADE RINGS FOR ADJUSTMENT TO FINISH GRADE AS PER DETAIL Si-00 - NOTE 1 T PRECAST ECCENTRIC FLAT -TOP LID BACK FILL AROUND MH SHALL BE AS PER DETAIL S1-02 - NOTE 4 FACTORY INSTALLED RUBBER BOOT SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV PVC PIPE SIZE EQUAL TO , INCOMING PIPE SIZE 45° ELBOW (TURN W/FLOW & GROUT IN PLACE) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE PIPE F 8', �18"MAX 3 j 51NCH THICKNESS (MIN) USE RAM -NECK / O-RING, OR APPROVED EQUAL IN JOINTS -1-3/4" STAINLESS STEEL BANDS -1/8" THICKNESS (TYP) W/ 5/8" STAINLESS STEEL BOLTS W/EXPANSION ANCHORS (TYP) r-#4 BARS, 8" O.C.E.W. 002 STANDARD DROP MANHOLE CITY OF BRYAN - DROP MANHOLE TO BE USED ON LINES UP TO 12" IN SIZE CITY OF COLLEGE STATION - DROP MANHOLE TO BE USED ON LINES UP TO 4" IN SIZE 2 TETTEf?ING LETTERING STYLE: 32" COVER BOOKMAN OLD STYLE 2" [51mm1 LETTERING LETTERING STYLE: 4 (2) PICKBARS � GE BOOKMAN OLD STYLE 0 1S (2) PICKBARS 2" V 2•• 7/16" [51MM] [51MM] [11mm: (\�\ 2-9/16" \ \ CITY OF BRYAN� N `�. [65mm] 2" [51mm1 _ETTERING ,, °B1% 2" [51mm] LETTERING ETTE ING STYLE: LETTERING STYLE: PLAN VIEW SEWER INFLUENT PIPE MAIN SEWER PIPE 33-1/4" DIA [845mm] 32-3/16" DIA [818mm] 1- 9116" 1/4" [6mm] DIA [40mm] NEOPRENE GASKET 4-1/2" [114mm] 30" DIA 5116" [762mm] 33-15/16" DIA [8mm] [862mm] 40-314" DIA [1035mm] FRAME SECTION BOOKMAN OLD STYLE BOOKMAN OLD STYLE CITY OF BRYAN ONLY- V1420 1" DIA 32" DIA (4 PLCS.) 33-1/4" DIA �[813 mrrt] 5/8„ 1-1/2" [/6mm] 1-1/2 30" DIA [38 mm] 4-718" 2-7/8" [73 mm] NOTE: 33-3/4" DIA 1" V-1<1 _�� COVER SECTION LIDS TOCITY E BE UISED FOR PUBLIC C SANITARY ER 40-1/4" DIA SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER u � 3-13116" SYSTEMS. FRAME SECTION m m CITY OF COLLF,GE STATION ONLY MACHINED SURFACE 2-7/16" BOTTOM VIEW I62mm] 7/8" 2STANDARD MANHOLE [22mm] OF COVER R 1-3/4" 1" DIA X 4" LG [R44mm] H.R.S. ROD RING AND COVER PICKBAR DETAIL DUCTILE IRON V-1432 54-01 GASKET GROOVE FOR 13/16" 3-13116" 1l4" [6mm] DIA. [781m" 3/4" 20mm] [96mm] [821mml-PNEOPRENEGASKET .250" [781F GROOVE [20m�' 7 33-11/16" DIA 38mm3 180" ID OF GROOVE r 11 [6mm [5mm] � [13 2-7/8" 05/16 m61A -112" [13mm] [2 7mm [73mm] BOLT HOLE SECTION 2 1-3/4" 1" (25mm) DIA. [762mm 38mm] [402mm] [R44mm] X 51/2" [140mm 30" DIA MACHINE GROOVE LG STEEL ROD r819mm] -1/2" 32" DIA 1-112" PICKBAR DETAIL 3 -1/4" D NEOPRENE GASKET DETAIL [965mm] 1/4" (6mm) DIA [762mm] 5/8 [38mm] 38" DIA (6 ® MACHINED SURFACE FRAME SECTION 2-718" 2" 51mm] LETTERING [73mm] LETTERING STYLE: COVER SECTION Bookman Old Style -2" 51mm11 LETTERING RE6ESSEb FLUSHED (4) 5/8"-11 INC X 2" LG (4) 5/8"-11 INC X 2" LG j HEX SS CAP SCREWS ('jE HEX SS CAP SCREWS NARROW ZINC PLT. �,E T,q & NARROW ZINC PLT. & o 0 GJ Q' �� & RUBBER WASHERS V i RUBBER WASHERS �1� 2„ 0 0 ° ° 4„ (51 m m] [51 m m] 4" TFIT [102mm] [102mm] D1 CITY OF BRYAN R Y ICKBAR 2" rr51mm11 LETTERING RECESSEb FLUSH 2" [51mm] LETTERING (2) PLACES LETTERING STYLE: PLAN VIEW BOTTOM VIEW Bookman Old Style NOTE: CITY SPECIFIC SANITARY SEWER WATER TIGHT MANHOLE RING AND COVER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER DUCTILE IRON V 2432-3 SYSTEMS. S4-02 S4-00 o w z w O � z z � U CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: K.L. DATE: APR 2024 SCALE: N T S APPROVED: W. P. K. SHEET 1 OF 2 6" CLEAN OUT STACK DIP OR PVC CEMENT STABILIZED SAND AS SHOWN 45' BEND GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDEb WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS SIDEWALKS, STREETS ALLEYS RIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2IN S1-01) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO+4% WET OF OPTIMUM (OPTION NO. 1 IN S1-01) STANDARD CAST IRON CLEANOUT SEWER BOOT BLACK TEXT TRENCH DETAIL 5' 5' 4' 2' 2' 2' 2' NEAREST BELL MAX MAX 6'8" TYP. MAX MAX 6'8" TYP. 6'8" TYP. MAX JOINT (TYP1" MAX EA. FEND) rnl R "TYPI 4F 'L1" MIN. CLR. CARRIER PIPE CASING SPACER STEEL CASING 1-PC. PULL -ON WATERJ ADJUSTABLE TOP RUNNERS TIGHT NEOPRENE END TO MAINTAIN 1" MAX CLR. SEAL W/ STAINLESS STEEL CLAMPS "APS" 30° OR "PSI" MAX STEEL CASING NOTE: BAND CLAMP (CASING SPACERS - 4- RUNNER MIN. OR 6-RUNNER 4142ADIASC AT SPRINGLINE 8" WIDE BAND STAINLESS MIN. (24THRU SING) STAINLESS STEEL (TYPE 304) STL. TYPE304; 8" WIDE BAND W/ PROVIDE4 POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON -CENTERED; CLEAR BELL, BOTTOM 45° BETWEEN PIPE AND BAND RESTRAINED FROM FLOTATION- INSULATED• "APS, INC., MOD SS�18" MIN POLYMER RUNNER (TYP) OR"CASCAbE" CASING DETAIL S5.03 OPEN Cl LIM O�0 ��JG PAVEMENT AREAS 7717 B/C >SICEWALK STRUCTURAL BACKFILL AREA 2'-0" 2'-0" MIN MIAI EN CUT IIIT SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. - 3 DRY BORING APPROVED BYTHE CITY WET BORING ALLOWED ONLY WHEN SO-00 TYPICAL URBAN CITY STREET CROSSING 55-0�1� NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE AR N I N G SEWER LINE CROSSES OPEN FIELDS 2• SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL 10' FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD CONTACT THE CITY AND AT OTHER LOCATIONS AS SHOWN ON THE PLANS. FURNISH BEFORE EXCAVATING SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED OMITTING MANHOLE NUMBER 14" N MANHOLE SIGN) MANHOLE (NOT A SEPARATE PAY ITEM) 7" N O. 2" BLACK PRESSURE CUSHION REQUIRED N SENSITIVE NUMBERS FOR ROCK, CONCRETE BTO BEASIC ADDED AFTER BASIC SIGN HAS BEEN 10" PAINTED NOT LESS THAN 3" WHITE BACKGROUND STANDARD CLEAN OUT FOR MAIN LINE SEWER WARNING AND MANHOLE S ,_(j 1 IDENTIFICATION SIGN NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH LONG AND SHORT SIDE SERVICE CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. NEW CONSTRUCTION (TEMPORARY) USE GLUE CAP IN PLACE OF FEMALE ADAPTER AND BRASS PLUG S5-09 T (TUNNELING) WIDTH OF PAVEMENT OF LI T MIN. MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'-0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING) CARRIER PIPE) 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL. STREET CROSSING TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN CONC. CURB & GUTTER SEE NOTE 3 -� (TYPICAL) SIDEWALK ll/\llNll� n n iln //A//A//A /// //N/A A CAST IRON BOX PROVIDED AND INSTALLED BY THE PLUMBER SHALL BE PLACED OVER THE CLEAN OUT, FLUSH WITH THE GROUND. WATER LINE (MIN. 4' BURY) HUB �\T DESIRABLE PVC (SEE NOTE 2) SEWER WYE AND 1/8 BEND -- ROTATE AS NEEDED (STREET 45° BEND) �!��M BENDS TO BRING STACK VERTICAL (TYPICAL 45° BEND) ASTM D3034 SDR26 PIPE W/GASKETS @1.0% MIN. ELE VATION VIEW R.O.W. OR PERMANENT EASEMENT LIMIT O =_ _22 I X z I �g � co 1/8 BEND (45° BEND) -NIPPLE 1/8 BEND (45° BEND) SEWER DEEP SERVICE CONNECTION NEW CONS TRUCTION ONLY 1 S 5-05 NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH LONG AND SHORT SIDE SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CL CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. SEWER WYE AND 1/8 BEND 4. LOT CORNERS SHALL BE MARKED WITH ROTATE AS NEEDED A LATH UNDER THE SUPERVISION OF A (STREET45° BEND) RPLS UPON COMPLETION OF CONSTRUCTION PVC (SEE NOTE 2) 5. "STANDARD" SERVICE CONNECTIONS APPLY WHEN TRENCH IS LESS THANrEXISTING I I 7' DEEP. 6. "DEEP" SERVICE CONNECTIONS APPLY WHEN TRENCH IS MORE THAN 7' DEEP. 7. SERVICE SHALL BE AS SHALLOW ROP. AS POSSIBLE AND STILL SERVICELOT ER LINE 8. WHERE A SINGLE SERVICE THAT SEE NOTE 3 SERVES A SINGLE RESIDENCE TAPS INTO A MANHOLE NEAR THE PROPERTY LINE OF THAT LOT A nT A J� r TTITT TT SEWER STACK SHALL NOT BE rLC11 V V L' V V REQUIRED. 9. WHERE A CLEANOUT WILL BE IN A TRAFFIC AREA, A CAST IRON TOP HAT WILL BE REQUIRED. 10. NEW CONSTRUCTION (TEMPORARY) USE GLUE CAP IN PLACE OF FEMALE TO BE LOWERED - ADAPTER AND BRASS PLUG. TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN CONC. CURB & GUTTER SEE NOTE 3 - (TYPICAL) i SIDEWALK _ ///V/n//n //N/N/n ///V//V/n //N//V/n A CAST IRON BOX PROVIDED AND - / INSTALLED BY THE PLUMBER SHALL BE PLACED OVER THE CLEAN OUT, FLUSH WITH THE GROUND. WATER LINE (MIN. 4' BURY) HUBS T DESIRABLE i- PVC (SEE NOTE 2) SEWER WYE AND 1/8 BEND -- / ROTATE AS NEEDED -- (STREET 45° BEND) R.O.W. OR PERMANENT EASEMENT LIMIT I� I 16 I Ir 2' 4' R.O.W. OR PERMANENT EASEMENT LIMIT a H O z O g� 0 �X v io -118 BEND (45° BEND) BENDS TO BRING J y` ALLOWABLE TAPPING AREA [' LOGIC STACK VERTICAL (TYPICAL 45° BEND) ASTM D3034 SDR26 PIPE EL� UA� jQ�% VIEW @1.0% MIN. BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. STANDARD SEWER SERVICE CONNECTION NEW CONSTRUC7ION ONLY NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. SERVICE SHALL BE AS SHALLOW AS POSSIBLE AND STILL SERVICE LOT 3. WHERE A SINGLE SERVICE THAT SERVES A SINGLE RESIDENCE TAPS INTO A MANHOLE NEAR THE PROPERTY LINE OF THAT LOT A SEWER STACK SHALL NOT BE REQUIRED. 4. WHERE A CLEANOUT WILL BE IN A TRAFFIC AREA A CAST IRON TOP HAT WILL Bt REQUIRED. 4. A CLEANOUT MUST BE INSTALLED ON EACH SERVICE RE -CONNECTION AT THE ROW LINE. Line - ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. S6-00 rL / SEWER WYE AND 1/8 BEND ROTATE AS NEEDED (STREET 45° BEND) 1 - PVC \-EXISTING OR PROP. GRAVTY SEWER LINE SEE NOTE 2 CONC. CURB & GUTTER FINAL GRADE SIDEWALK llNlNln llNmnn uNllVln A CAST IRON BOX PROVIDED AND INSTALLED BY THE PLUMBER SHALL' BE PLACED OVER THE CLEAN OUT, FLUSH WITH THE GROUND. WATER LINE (MIN. 4' BURY) 2' DESIRABLE -PVC SEWER WYE AND 1/8 BEND -� ROTATE AS NEEDED (STREET 45° BEND) COMBINATION WYE AND 1/8 BEND SEWER (45° BEND) ASTM D3034 SDR26 PIPE W/GASKETS @1.0% MIN. ELEVATION VIEW R.O.W. OR PERMANENT EASEMENT LIMIT I I i 10 ZZ Connection to private service line 2' (TYP) _ Property_Line 14' i --Connection to private service line e 0 R.O.W. OR PERMANENT EASEMENT LIMIT i i� I X a io i? 1.0' EXTENSION* 0 FOR PRIVATE I� SERVICE TIE-IN I �E RUBBER ADAPTERS WILL NOT BE ALLOWED ON PVC PIPE. A RIGID FITTING WILL BE REQUIRED. WHEN RUBBER ADAPTER IS NECESSARY, CONCRETE MUST BE PLACES UNDER THE ADAPTER. STANDARD SEWER SERVICE RE -CONNECTION PLUMBER CONNECTION OR CIP RECONSTR UCTION A F S6-01 0 N c9 N O 0 a� 0 z O o 0 CO c9 > U) LL.I ocon H ¢ w c�i� Ca w r� �7 w w � � w z � � z d z Aa CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: K.L. DATE: APR 2024 SCALE: N T S APPROVED: W. P. K. 32 SHEET 2 OF 2 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 WASTE GENERATED BY WASHOUT OPERATIONS. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL PLASTIC LINING MATERIAL WIL 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 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. BERM Lu w EE > NOTE: TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SEDIMENT CONTROL LOGS ARE TO BE USED ON EXISTING CURB INLETS WHICH ARE LOCATED ADJACENT TO OCCUPIED TRAVEL LANES WITHIN THE DISTURBED LIMITS OF A PROJECT AS SHOWN ON THE PLANS. SEDIMENT CONTROL LOGS ARE TO BE INSTALLED AND MAINTAINED PER THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY WEIGHTED IN IN SECURELY IN PLACE. INSTALLATION MUST MEET THE ORDER TO REMAIN NSPECTOR'S APPROVAL. SEDIMENT CONTROL LOGS ARE TO BE CONSTRUCTED OF WOOD FIBERS, SYNTHETIC FIBERS OR OTHER SUITABLE MATERIAL SUFFICIENT TO RETAIN ITS SHAPE AND ENCASED IN A UV STABILIZED FILTERING MEDIA OF SUFFICIENT STRENGTH TO RETAIN SEDIMENT. SEDIMENT CONTROL LOGS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SAND BAGS SHALL NOT BE USED. 0 0 0 0 0 LATH AND FLAGGING ON ALL SIDES BERM LEVEL - ON ALL SIDES 10 MIL PLASTIC A LINING 3' MAX. 1 45' 10 ILSANDBAG L NINGPLASTIC 10 O 0 0 Dl �3 FT SPACING PLAN TYPE - 'BELOW GRADE" TWO -STACKED 2X12 ROUGH WOOD FRA' CONCRETE WASHOUT DT A AT TYPE - 'ABOVE GRADE" SECTION A A STANDARD CURB INLET 0 ° e ° •° SED LOG °� ° MUST^ENT EXTENDNTROL BEYOND HE INLET'S OPENING A MINIMUM OF 12" ON BOTH SIDES / CINDER BLOCK - SAND BAG QRO� # z / v �V TEMPORARY DEVI S AROUND STORMS DRAINS ARE USED TO DETAIN AND/OR FILTER EDIMENT-LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT T ETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH ASIN. SAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO AT PHERIC CONDITIONS. AND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. 10 MIL PLASTIC LINING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES AKE (TYP) SECTIONB-B IL PLASTIC LINING SANDBAG SWPP1-04 NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. METAL T-POST AS— REQ'D TO MAINTAIN HAY BALE O� ORGANIC FILTER TUBE (12" MIN. DIAMETER) --, DES L PE 50% S FILTER FABRIC NOT TO COVER DRAIN INLET CROCK SIZE 3l4" TO 1-1 2" FILTER FABRIC SANDBAG 117� 00T�0 III 000000 I I I III � JI■— DRAIN GRATE _2" X 2" STEEL STAKES MAX. 4' SPACING 12" MIN. OVERLAP HAY BALES METAL T-POST AS— REQ'D. TO MAINTAIN STORM DRAIN INLET PROTECTION SSPRv/ 6" MIN. DEPTH STONE EGE ASTM D448, 3" TO 5" p.SN OMETER) OVER oo GEOTEXTILE FABRIC 50, WITH SAME SQUARE FOOTAGE EROSION CONTROL ALONG DITCH METAL T-POST AS REQ'D TO MAINTAIN SPACED W APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW NATURALGROUND-7 W SWPP 1-01 2"X4" WIRE MESH FASTENED TO T-POST —SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH r8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. i. DIREClIIlj OF FLOW 4" 4"X4" MIN. TRENCH 4"�� 20" Li SILT FENCE ASSEMBLY SWPP 1-03 SWPP1-00 *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE *VARIE 50. 10 1p0 EXISTING STREET NOTE: DRESS WITH ADDITIONAL 6" MIN. STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. GEOTEXTILE FABRIC SECTIONA-A susGRADE CONSTRUCTION EXIT SILT CONTROL SWPP 1-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 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. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CITY OF BRYAN The Good hTe, Texas Stale._' DRAWN BY: B.I. DATE: 12/2020 SCALE: N T S APPROVED: ` . P. K. FIGURE: SHEET 1 OF 1 NORMAL TRAVERSE SLOPE 3'-6" 6.. 5. 0..� O.D. + 1. 0.. MIN. 5'-0" 6" TYP. 3 EXTENSIO N 6 " TYP. A A m ❑❑❑❑❑❑ 1010.. E❑❑❑❑❑❑ 6.. ❑❑❑❑❑❑ °❑❑❑❑❑❑❑❑❑❑❑ 13' RADIUS DEPRESSED -- GUTTER SLOPE •,� 3' RADIU 2�'0�� 6"� O.D. + 6" �6•• NORMAL FACE OF CUR 2'-0" MIN. 2'-6" 28-DAY CONCRETE SQUARE STRENGTH = 3000 psi THROAT DETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 SEE D1-05 PI�i1V PI�11V VIEW CURB LINE WHEN 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE RECESSED INLET #4 BARS 6" O.C.E.W. TOP SLAB GUTTER q 4 BARS, 6" O.C.E. A TOP OF CURB TOP SLAB STD. CAST IRON MANHOLE COVER AND FRAME #4 BARS 12" O.C.E.W. SIDEWALLS �" TOP SLAB 6" ;i• � B 6 24 3'-6" III 1'-3" h 1'-5y2" h 6" TYP. i °! J— f •- �- NORMAL GUTTER LINE 1 - + 6"MIN. - :. :. .. B #4 BARS 12" O.C. E.W. ` "" ALLS & BOTTOM SIDEW EXTENSION DEPRESSED GUTTER LINE .:•'::• ;: :,: :, SLAB \�y 'I TOM 8" BOT � IF6" SIDE WALLS INVERT SHAPING A 8 TYP' SLAB #4 BARS 8" O.C.E.W. CONCRETE FILL #4 BARS 12" O.C.E.W. BOTTOM SLAB -- SIDEWALLS & BOTTOM SLA SEC7IONA A (SEE NOTES 1 & 2) SECTIONA A SECTIONS B ELEVATION SEENOTES 1 & 2) SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 D 1-01 28-DAY CONCRETE GRATE SHALL BE BICYCLE PROOF. A 3/16" 7/16"�� 3/4" STRENGTH = 3000 psi ° 3 SHALL BEPEDESTRINSTALLED STALLED i IN SIDEWALK AREA. 2.. 1, 21' `Q0 G�� I A A 24.. o° ✓ VIEWA A A A 4-#4BARS CONCRETE DIAGONAL OOOOOOOoo 0011l1 I; FLOW + MAIN '; ' E - LINE - STREN — STRENGTH=,..,.,� psi OoOOOOODo FOR/RE RIOD HOLES STORM PLATE (V-7001 PL2) REFER TO D4-00 O.D. + 6" i MIN. 3' PLAN (2)3/4" sQUARE A CROSS SL'C'7ION PLAA, 6" TOP SLAB I 1 MINIMUM DISTANCE BETWEEN I "�'� TWO PIPES 1/2" FLAT FACED GOTHIC O.D. + 6" MIN. r rr�;�TI'T�;r�rrrr�7*-rT�Ir���� I .. ' � ��LI!�!J!��.��Lil�l✓; �_ •. 18" TO 36" - 12" APART w/APPROPRIATE CITY TITLE CITY OF BRYAN A POLLUTE �� A NO ASURA DRAINS TO RIVERS #4 BARS, 12" O.C.E.W.. 6" TOP SLABO.C.E48" SIDE WALLS ::,___ �' #4 BARS, 12" O.C.E. W. SIDE WALLS O.D.+6' MIN. OR LARGER -18" APART TOP SLAB .W. LARGE MOUTH BASS LOGO 8" BOTTOM WALLS F 6" TOP MIN+3 O VARIES O SLAB 3/4" FLAT FACED GOTHIC (2) PLACES 3" MIN. EACH SIDE �6" SIDE L8" BOTTOM — — — — — SEE NOTE WALLS SLAB � � ° � � °� T #2 O CSE.W. DON'T CITY OF COLLEGE STATION A POLLUTE DRAINS TO A RIVERS .SECTIONAA #a BARS, 8" o.c.E.W. #4 BARS, 8" O.C.E.W. SIDEWALLS 8" BOTTOM SLAB V#4 BOTTOM SLAB (SEE NOTES 1 & 2) 6" SIDE WALLS BOTTOM SLAB (SEE NOTES 1 & 2) 6" SIDE WALLS NOBASURA 7 BARS 8" O.C.E.W. SECTIONAA BOTTOM SLAB 1l2" FLAT FACED GOTHIC (SEE NOTES 1 & 2) w/APPROPRIATE CITY TITLE STORM SEWER IN STREETS 28-DAY SECTIO;VAA CONCRETE STRENGTH = 3000 psi DOUBLE BARRED ` BASS L0G`r0 JUNCTION BOX GRATE INLET PLATE D I -02 D 1-03 INLET D 1-04 D 1-05 ELEV AS SHOWN ON THE PLANS J -1 6"�� #3"U"BARS 9 1 PER BLOCK DI,SSIPATOR BLOCK LOCATION PROVIDE RIP -RAP ROCK (MIN. 20LB PIECES) P� + �� FL of - A ^ O 12" 6.. L + 6 1'-6" APRON SLOPE TO O MATCH RECEIVING FLOWLINE SLOPE 6„ VARIES 24" #4 BARS 12" O.C.E.WJ WALLS, BOTTOM SLAB, & TOE SECTIONA A ter Z MAX DISSIPA TOR •�� /m1 II�`1�1 / 6" " MAX 28-DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" - 12" APART 48" OR LARGER - 18" APART BLOCK y BARS F7-�RS E BAR W BARS E 8� � i BARS Vi-Vx BAR W BARS C BARS Di-Dx BARS Vi-Vx BARS Di-Dx CONFORMS TO BAP.,$�� co BARS Vi-Vx 2:1 SLOPE �> BARS S BAR S BARS N T BARS G BARS Bi-Bx BARS G BARS E BARS B BARS B FROV T L'T VA TT/ AT BARN A PROVIDE E U FOOTING IN SHOWN 1� t_. V l L:LL Y l l l_/1 WHERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. _ SIDE ELEVATION BARS G 61, PIAN VLF, W DISSIPATOR BLOCKS TO BE INSTALLED AS SHOWN IN DETAIL D3-00 GENERAL NOTES: ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-0" IN LENGTH. BARS VRS � BAS , S Di-Dx m RS S T BARS Ai-Ax /-000000 O O OOOOS CONSTRUCTION JOINT PROVIDE RIP RAP ROCK (MIN. 20LB. PIECES) FL 24" BARS Ai-Ax I BARS B BARS Bi-Bx t3AKJ (; BARS Di-Dx BARS E BARS F I BARS G BARS S BARS Vi-Vx BARS W #4@12"± 1 #3@18"± #3@18"± #4@12"± #3@12"± #5 #4 #3 #4 #4@12"± #5 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS D3.00 CONCRETE HEADWALL FOR 2 PIPES D3-01 ORIGINAL GROUND OR STRUCTURAL BACKFILL AREA INCLUDES BOTTOM OF SUB -GRADE ALL PAVED AREAS (SIDEWALKS, STREETS, SELECT MATERIAL ,•o:,:e,:,,o.e,.g ALLEYS, DRIVEWAYS,AND PARKING AREAS ��' � MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF b;. a: o.q;.eo, o•o; '• '' AND SHALL EXTEND 5' BEYOND THE CURB 5' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) °'. ':' SHALL BE LINE. T STABILIZED (OPTION CEMENT STABILIZED (OPTION NO. 2 IN W4-02) B/C P INCHES IN THE LARGEST DIMENSION, COMPACTED TO A MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. ..: COMPACTED CEMENT STABILIZED OR EXCAVATED SOIL COMPACTED TO 98% AS ASTM QP tvQ a ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND, 1-1/2 SACK/CY (PUGMILL ONLY SPADE BY LIFTS INTO MAXIMUM DRY DENSITY PER D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM �J 0+ P OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A PIPE O. .. . PLAC�, TO FILL ALL VOIDS AROUND (OPTION NO. 1 IN W4-02) J Q� �Q- <j- MINIMUM OF 98%OF MAXIMUM DENSITY AS DETERMINED „ 8 } PIPE. MANUALLY CONSOLIDATE AT — BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (4 MIN. OPTIMUM MOISTURE. G O UNDER PIPE J OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS N�lC� PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM CONTINOUSE SUPPORT B/C FOR THE PIPE BARREL BETWEEN r•; -„ _ .:• •• x PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES * °SIDEy1/ALF<. SITE SPECIFIC FOR HDPE PIPE. 5' HDPE PIPE IS NOT TO BE USED UNDER PUBLIe STREET WITHIN STRUCTURAL �j BACKFILLAREA BEDDING AND TRENCH FOR REINFORCED STRUCTURAL BACKFILL AREA CEMENT STABILIZED SAND AS A MINIMUM WILL ALWAYS BE REQUIRED. CONCRETE PIPE AND BOX CULVLRTS D3-02 D3-03 THICKNESS AS DESIGNATED ON PLANS OR AS DESIGNATED ON PLANS #3 BARS @ 18" O.C.E.W. j NOTE: \ 1 C�, MIN. 18" TOE WALL TO BE CONSTRUCTED MATCH FLELEV. AT BEGINNING &END OF CONCRETE �TTTrrrr�: DITCH CHANNEL & RIP -RAP SECTIONS. 5' 5' 5' 2" O 1, VARIES _ �H/3 WHEN H=4' OR MORE TITEPHO,1,I'DE7AIL 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE CHANNEL LINING GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE (MEASURED FROM FLOWLINE THICKNESS TO FINAL GRADE) 0-12 8" 12 AND OVER 12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 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. 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. J 1. 6.' if 6' 1 HEIGHT VARIES WEEP HOLE 1/3 HEIGHT HARDWARE �12"X12" GALV. I'WO. CLOTH 1/4" MESH WITH GRANULAR MATERIAL MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. — 2 — 1 V MAX. 1 1' IN. 1 1 *MAXIMUM SLOPE 4' MIN. TYPICAL LINED CHANNEL SECTION BLOCK SOD OR ENKAMAT W/HYDRO-MULCH STANDARD CHANNEL SECTION D2-02 #3 BARS @ 12" O.C.E.W 4 1 18" TOE DOWN (ALSO AT FLUME ENDS) at .. 6" 2%0" i� 4'-0" _ 28-DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. F52-0 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSEDFLUSH 6" (TYP.) NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. 1" LETTERING (RECESSED FLUSH) (2) PICKBARS 2" PLAN VIEW D2-00 THICKNESS AS DESIGNA ON PLANS #3 BARS @ 18" O.C.E.W. OR AS DESIGNATED ON PLANS y MATCH FLELEV� \ 1 �1 0 1'-6" 6"� HEIGHT z VARIES O WEEP HOLE 1/3 HEIGHT W r HARDWARE 12"X12" GALV. WIND 18" TO 36" AS CLOTH 1/4" MESH DESIGNATED WITH GRANULAR ON PLANS 6" MATERIAL NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL &RIP -RAP SECTIONS. 2" 0 5' 5' 5' 5' � + �H/3 WHEN H=4' OR MORE 28-DAY CONCRETE STRENGTH = 3000 psi I/TEP IIOLE DETAIL, CONCRETE RIP -RAP D2-01 THICKNESS AS DESIGNATED HANDRAIL ON PLANS #3 BARS @ 18" O.C.E.W. 1'-0" \,-� \ S SIDEWALK � OR AS DESIGNATED 14 ON PLANS G(� �� 18" 8.. HEIGHT 1Y2 VARIES MATCH FLELEV. '� 1�� 28-DAY CONCRETE 6I STRENGTH = 3000 psi NOTE: 18" TO 36" AS DESIGNATED 18" TOE WALL TO BE CONSTRUCTED ON PLANS AT BEGINNING & END OF CONCRETE 6• L DITCH LINING & RIP -RAP SECTIONS. CONCRETE SIDE SLOPE PROTECTION D 7/16'1-- 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE 2-9/16 RECESSED FLUSH 33-1/4" DIA 32-3/16" DIA 1/4" DIA NEOPRENE GASKET 30" DIA =1 - 33-15/16" DIA 40-3/4" DIA FRAME ,SPEC ryTIO.�T MACHINED SURFACE 3-13/16" --Tr—i— 32" DIA 5/8" �1-1/2" 2-7/16" a3z-3 7/8.. Day 2-718" R 1-3/4"' 1" DIA X 4" LG H.R.S. ROD H H COVER SECTION PICK BAR DETAIL BOTTOM VIEW L -1/2" STANDARD MANHOLE RING AND COVER Ems" g��1 /2" LETTERS R 1 S �c R ° 1" LETTERING R (RECESSED FLUSH) COVER FACE COVER FACE NOTE: STORM SEWER LIDS TO USED FOR PUBLICS M SEWER SYSTEMS LY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. BOTTOM VIEW OF COVER 32"DIA. DUCTILEIRON V-1432-3 1" LETTERING (RECESSED FLUSH) 1" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE (RECESSED FLUSH) 1-1/4 15-3/8" DIA 24-1/4" DIA 22-1/8" DIA 25-7/8" i 31-7/8" FRAME .S'EC7 ION D4-00 1" HOLES I'APART 5" MACHINED BEARING SURFACE 24" 2-1l4f F 2 1" 3/4" 9116' 1-1/4" COVER SECTION PICK HOLE DETAIL STANDARD MANHOLE RING AND COVER 24"DIA. DUCTILEIRON 1,11342A U CITY OF BRYAN The Good Life, Texas Style."` DRAWN BY: B.I. DATE: 12-2020 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 D 4 -01