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HomeMy WebLinkAboutSP2014-900077I 3 m a al, flim F� 3� I 4 =It i { 7 z i 5. y f J w , a e -1 u „k, cµ � ;.. .., a [µ 1. `� �. '� :. i.. ��.•,s� � �{.y� i, 1 , pp VICINITY MAP I �G v NOT TO SCALE �4 �r PROJECT LOCATION 4QP" �Q. OWNER/DEVELOPER: CORTIERS GALLERY, LLC C/0 JAMES MURR 3600 STATE HIGHWAY 6 S., STE COLLEGE STATION, TX 77845 (979)985-5610 100 DIVISION COOPER'S SUB - I .pw-`O"Alt'�"T OF LOT 1, BLOCK I COLLEGE � II III m n'o"ineerinrl 1 .,s U7te,tbYx 1"A LC TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATIQN, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 JULY 18, 2014 ISSUED FOR CONSTRUCTION DEVEN L. DOYEN • �..`109835....If .��° WWI FIRM # 12327 SCHULTZ ENGINEERING, LLC SCHEDULE OF SHEETS SHEET TITLE Cl SITE PLAN C2 GRADING PLAN C3 PAVEMENT PLAN C4 DRAINAGE & EROSION PLAN C5 UTILITY PLAN C6 TXDOT PLAN L1 LANDSCAPE PLAN FIGURE W1 BRYAN - COLLEGE STATION STANDARD WATER DETAILS FIGURE W2 BRYAN - COLLEGE STATION STANDARD WATER DETAILS FIGURE SW BRYAN -- COLLEGE STATION STANDARD SIDEWALK DETAILS Ell EN -s.......'a- i y CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2%to4% 2% MAX., 1% MIN. 8' TYP. NOTE: THIS DOES NOTTAKE INTO ACCOUNT DRAINAGE REQUIREMENTS- BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. a a •e• '. $ w PerIY + r ll + * loe y w n * + PER TAS f � STANDARDS SIDEWALK SLOPE REQUIREMENTS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B1CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION- COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TESTASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 112"0 X 18" 12" O.C. ll' R (3/4" GNREASE WITH HEAVY 3'-0"MIN. 5'-0"-- -VARIES-> 4.. !� .L .F 2%MAX i RECYCLED MATERIAL,112"-1 THICK AS MANUFACTURED BY J.O. RUSSELLCO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATERTHAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION Swl-00 Ly- .JV19U A iLvkj %.j A JLtJl r j VAl 11 4"x4"x3H6" STRUCTURAL STEEL TUBING SAWED OR FORMED, 8' O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. 1181, TO 3116O L WIDTE XA NSION J 5, SIB,,R 4.. 4 6" Q'C' SIDEWALK CONTRACTION JOINT -4"x2' x3116" STRUCTURAL STEEL TUBING W x4"x3H 6" STRUCTURAL 1"x1"x3116" STRUCTURAL STEEL TUBING STEELTUBING SEE CONNECTION DETAIL SWEEP SAND MIN 8" INTOALLJOINTS 4- MAX 24" CONC. SIDEWALK 6" ' • 3-iM" TYPICAL PEDESTRIAN 1/2"DIA. BOLT .. GUARDRAIL CONNECTIONDETML °' ':•' 7.5" SWl-01 - 6" GENERAL NOTES: 1" MAX. SAND LAYING COURSE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS TRAFFIC RATED ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED, PAVER MATERIAL BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS SIDEWALK PAVER SECTION 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. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CONCRETE SIDEWALK SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI 4 THICK MIN.) SEE FINISH NOTE ALONG LOCAL STREETS Q I 3'-0"MIN. 6'-0" VARIES--J, 4- 2%MAX. I ll_i• SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH - 3000 PSI GHICK MIN.) FINISH NOTE ALONG MINOR COLLECTORS , A X 771 T A TN 4 ^1 TT" TRAFFIC RATED 8'-0" -�{E--VARIES-3 PAVER MATERIAL 1 �.- 2% MAX. `SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @ 18- O.C.E.W. 4 THICK MIN. SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SW 1-02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4• BE AS SHOWN ELSEWHERE IN *"VARIES 4' THE PLANS. ** VARIES THE PLANS. VARIES NEENAH GRATE BOLTED ANNULAR SPACE EQUAL 311fi" NOMINAL IN PLACE OR APPROVED 9' �' GREEN SPACE .I. ,P ' ',' •' Gq�O�G 8• : • .., ; SIDEWALK • :.. '.: L9�90�G 01 //n DETECTABLE • .' • a FS .• g s WARNING ?' 6' ' SIDEWALK;•' y a SURFACE s• >Y':,=--No.4BARS •►• '.• Q _ v::?,=..:g•::�f�. ;^`fir.- ;•i.. CO�+ AM .I. AMP �7. (TYA) VARIES r ! 12.1 DETECTABLE PROPERTY LINE �_ SURFACE WARNING PROPERTY LINE �2 TRENCH GRATE MAY ONLY BE ?S; 'p ALLOWED WITH CITYPRIOR NG NEER APPROVAL 2s 90� `'s Gs WHERE THERE IS NO OTHER STORM SEWER SYSTEM ?s ;' �'y . . • , ; "23' (10' CURB RADIUS)) cy9 9'%f,� : ►• • ��: ; ; "' AVAILABLE. �• �, 21.b'(20'CUR13RADIUS) 16.5' (25' CURB RADIUS) F+Q ' '' U y Y �, 23' CURB RADIUS) 'y- CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY a w 21.5' S(2 20' CURB RAOIUS� 16.6' 25' CURB RADIUS y PORTION OF RAMP OR TRANSITION TO STREET 1, ... :. ' :.•'•. -Y CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY ; '•' .,.... _; -' :: • .. PORTION OF RAMP OR TRANSITION �, ►' • • TO STREET ISOIIlCfITC View 51/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-oo sw3-o2 Sw3-ol *CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 20/a OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1%ON ANY 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET TO STREET 5 c; PO`J ,yc; P�`Jy ryy Po`J9 hQ" V' 'I' h� 1• 1• yQ- 1• 1' ry ry 1• ry PROPERTY PROPERTY PROPERTY LINE DETECTABLE LINE DETECTABLE LINE DETECTABLE WARNING WARNING WARNING SURFACE SURFACE*+ SURFACE 1 8' SIDEWALK 1• ' SIDEWALK � AMP* Z RAMP* RAMP* •':.� 61:1 '� .j75' SIDEWALKN ' Z :S io SLOPE a SLOPE • x 1.12 ` � SLOPE MAX. 3, EXPANSION JT. & 3' EXPANSION JT. &SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH 1/2" DIA. X 16", WITH EXPANSION JT. & CAP @ 12" O.C. CAP 12" O.C. OF CURB 112-DIA DOWEL1, IB H ' OF CURB 6' MIN. (COATED WIHEAVY OF CURB 6' MIN. GR R) WIHEAVY 6' MIN. CAP 12" O.C. GREASE) (COATED WIHEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREETINTER sECTION &DRIVES SW3-T31 5W3-04 SW3-05 CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENE, RAL NOT : GENERALNOTES: z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALLRI-OPFS ARE MAXlML1M ALCOWA6L F THE LEAST rx O FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY Nwo LANDWG WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACCESSIBILITY IBtMES LITY STANDARDS (TAS). TSECTION HE StFJRFAC MUST SHOULD APPROACH S USED, AS DIRECTEAMP LENGTH OR GRADE w>w MAYBE PRESENT. NOT ALL LOCATIONS NEED THE as CONTRAST VISUALLY WITH ADJOINING SURFACES wa CROSSWALKS MARKED HOWEVER, TYPICALLY INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X V MINIMUM WITH A MAXIMUM N IL a �- COLLECTOR AND ARTERIAL STREETS DO. AS STATED DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. Z MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE a o Z :b9P G:riat_o:b a?C!. AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN E o:oarx4# ao:i: 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR -LADDER- STYLE). STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND o; PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS R OTHER O LKING SURFACE O BECAUSE THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING 0 H R N N WA URF R TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACF, ON LANDING AT STREET EDGF, THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH SPACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE j n/� Stiff OFTWO 12-INCH WIDE LINES SEPARATED BY 6 FEET FOUND IN THE CURRENT EDITION OF THE TEXAS 2-00 OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. MARKINGS SHALL ALWAYS MEETTxDOT'S SPECIFICATION THAT THE EDGE NEAREST THE CURB LINE IS MINIMUM OF FOR TYPE 1 MARKINGS UNLESS OTHERWISE APPROVED 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE MEDIANS THE MEDIAN Q 2 BY THE CITY ENGINEER. LANDING FACE OF CURB. DETECTABLE WARNING SURFACES MAYBE SHOULD BE A MINIMUM OF 5'WIDE. MEDIANS SHOULD BE CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSJBLE PASSAGE OVER OR h�0 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. s- CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND W>w AND CONCRETE STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE aa� CROSSWALKS WITH BRICK PAVERS STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK amp STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE DETECTABLE WARNING SURFACE RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS 412TESETSA10A N PARALLEL TO STRIPING. DIRECTED BY THE ENGINEER. RAVEL) 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 4lrD-;9;'a;Yl.tF,ts, CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES E FLARE (PENETRATES) A CURB. N u:oo a'4:o �QCvyP.) :4.SIDEWALK AND ANY OTHER ELEMENTS WITHPREMOLDOR THE ENGINEER. CE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10" MAX CURB CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE ,3. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-01 rq� 2»y, GENERAL NOTES (PAVERS) 1 -F i 18" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL pq pmOR-REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 2-318 �- UNIT BASKET WEAVE PATTERN OR AS DIRECTED. z " LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 4 z SIX 5' CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT LANDING O 0001 1a O DETECTABLE WARNING PAVER UNITS USING A POWER SAW. o¢� 4"L O O O O�», WSW LANDI I-----� °'~a ujix 8" al -a - DETECTABLE WARNING N0.3 REBAR AROUND PAVER INSET z AVER WITH TRUNCATED nrTECTARr,EOME SURFACE DETECTABLE WARNING PAVER WITH w C J EXPANSION JOINT TRUNCATED DOME SURFACE a U XMAX. T T ARNING PA iTR ° AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO O 1°a o A APPLICABLE SPECIFICATIONS i SIDE FLARE SIDE FLAREN / CV(TYP.) (TYP) = CONTROLJOtNT PERMISSIBLE r `=y FACE OF MIN. 4"-FACE�" f (TYPICAL) 4' RAMP WIDTH (TYOE PICAL) CURBOF No. (3 REBAR AT }■.,ice{ �" `T (TYPICAL) TRUNCATED DOMEPA=,RN BOTH S CLASS A CONCRETE - CENTER CURB RAMP TO PPLICABLE SPECIFICATIONS IFORM TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 DETECTABLE WARNING PAVER SECTIONAA Q con SW2-03 O P E-' �z a U CITY OF BRYAN The Good Life, 7 er as.50,le." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: 3 w SHEET 1 OF 'f NOTES: NOTES: NOTES: 0 Service saddle, SS straps, CC threads Installed per manufacturer's 0 Meter box valve: 5 = Ford Angle Stop- BA13 342W -1" 1O Service saddle, SS straps, CC threads Installed per manufacturer's Q5 Meter box valve: 5 = Ford Angle Stop - BA-13.444W-Q-1" Q Service saddle, SS straps, CC threads Installed per manufacturer's ©Swivel nut- C38-66-2 875-1-112" recommendations. All main types: SA = Ford Straight Stop - B11.444W -1" recommendations. Ali main types: SA = Ford Straight Stop- 1311-444W -1" recommendations. All main types: 0 Brass all thread I.P.S.-1-112" 0 Smith Blair 317 Corporation Stop: Ford FB 1000 4 (Z-i" © Brass bushing lPS-1"x314" Smith Blair 317 © Meter nipple - CSB-44-2-625 - 1" Smith Blair 317 ® Meter adapter- BBIM 66 -1-112" Meter Hippie • C3&23-2-5 - 3/4" Q2 Corporation Stop: Ford FB 1000 4-Q-i" ®Meter box and lid: Old Castle meter box, 2 0 Corporation Stop: Ford FB 1000 6 Q-1-1/2" � p' ®Meter box and lid: Old Castle meter Service tubing: Type K copper- soft-1" ® Meter box and lid: Old Castle meter box, ® Service tubing: Type K copper-soft-1" Cl lid with Reader#36 IJ3 Service tubing: Type K copper- soft -1-112" box, Cl lid with Reader #65 ® Ford male adapter -C84-44-Q-1" Cl lid with Reader #36 ® Ford male adapter -C84-44-Q-1" ® Ford mate adapter - C84-66-Q - 1-112" Q5 Meterboxvalve: 5 - Ford Angle Stop - BA-11-666W-1-112" 5A = Ford Straight Stop- 811-666W - i-112" ( g CUSTOMER rVALVE USTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 Wfi-00 NOTES: Q Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" Installed per manufacturer's recommendations. All main types: ® Swivel nut -C38-77-2" Smith Blair 317 ® Meter adapter- BBIM 77 - 2" 02 Corporation Stop: Ford FB 1000-7-Q (cc thread) - 2" B �� nipple I.P.S. .2- x 3" ® pp 3O Service tubing: Type K copper -cu - soft- 2" © meter boxlid ndhlRe did Castle meter 965 4 Ford mate adapter - C84-77-Q - 2" Meter box and lid: Old Castle 12" Q Metei box valve: round valve box #3RT 5; Ford Angle Stop - BA-11-777W - 2" 5A = Ford Straight Stop - B11-777W - 2" n Brass n1DDle I.P.S. -2" x 6" CUSTOMER VALVE a g E CUSTOMER 9 VALVE CUSTOMER a Cf OMER CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - I it STRAIGHT OR ANGLE TAP - 1-1/211 W6-01 W6-02 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN METER SWIVEL NUT OR NIPPLE METER APPROVED EQUAL BOX 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE ANGLE STOP O z INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE 4. EXISTING METER BOXES ARE TO BE REMOVED. FOR DOUBLE SERVICE tj THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) WATER 0 METER ----''MiW------- METER NUT SIZE FORD PART NO. 314" x 2.5" Long 038-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long 038-44-2-625 1" x 8.6" Long CSB-4441-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 M6VAA DOUBLESERT'ICE a O o ANGLE STOP A (FOR 1--112" BALL VALVE — , ) DOUBLE SERVICE CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 211 WATER SERVICE RECONNECTION W6-03 WATER METER BOXER METER SWIVEL 1 NUT OR NIPPLE 1" NUMF-X SDR-9 200 PSI JIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1-112" 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 6INCHES. 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 OFTHE VAULT. MODEL SIZE L1 W1 H1 WEIGHT 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 ,•.:..:, :: -•- :.-,•...:-_ FLG. COUPLING ADAPTER -.�< :.,-, NRS GATE VALVE (TYP-2) NRS FLG GATE` VALVE (TYP-2) wIFLG. SPOOL MFG: PARK EQUIP. CO. MODEL: AMC -CS I APPROVED 3" OR LARGER COMPOUND _ METERS. VAULTS & MATERIALS ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS- PARK DMC-BR SENSUS C2 OMNt- I FLG TEE PRE -CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ADEQUATE GALLON wISTRAINER PLAN W, H7 ACCESS ONS FOR METER SELECTED CONCRETE LID W! 36"x60" APPROVED MATERIALS - DUCTILE IRON PiPE WITH MECHANICAL JOINT. SET SCREW SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) RETAINER GLANDS WILL BASED ON ALLM.J. FITTINGS. DUCTILE IRON (TYP) 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. GALVANIZED STEEL PIPE) }SUPPORT GRAVEL BED 12" SO SUMP Wl CAST IRON GRATE AND OPTIONAL DRAIN *-VATro1vUT, Tfr CITY OF COLLEGE STATION METER VAULT ASSEMBLY Trod NOTES: NOTES: NOTES: O 1 Service saddle, SS straps, CC threads ® Brass bushing IPS -1" x 314" Q Service saddle, SS straps, CC threads © Meter nipple - C38-44-2.625 -1" 1D Service saddle, SS straps, CC threads 6 Swivel nut- C38-66-2-875-1-112" Installed per manufacturer's recommendations. Installed per manufacturer's Installed per manufacturer's " Metern3 nipple 5-314" 8 Ball valve �7 Brass all thread I.P.S.-1-112 All main types, Cambridge 800 Series or 7 pp recommendations. All math types: O recommendations. All main types: Ford S70IS90 Bail valve Cambridge 800 Series or Ford S701S90 9Q Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S701S90 8 Meter adapter- BRIM 66-1-112" 2 Corporation Stop: Ford FB 1000.4-1" 9 Meter box and lid- Old Castle meter 2 corporation Stop:Ford FB 1000-4-1" Cl lid with Reader#36 2 Corporation Stop:Ford FS 1000.6-1-112" (9 Meter box and lid: Old Castle meter �Q p " O box, Cl lid with Reader #36 O g box, Cl lid with Reader #65 3 Service tubing: Type Kcopper-soft- i Q3 Service tubing: Type K copper- soft-1" 3 Service tubing: Type Kcopper-soft-1-112" 4 Ford mate adapter -C84-44-1" 4 Ford male adapter -C84-44-1" ® Ford mate adapter -C84-66-1-112" ® Bail valve Q5 Meter box valve: S Meter box valve- U5 Meter box valve: 6 = Ford Anggle Stop - BA13-342W -1" CUSTOMER 6 = Ford Angle Stop - DA-43-4MW -1" CUSTOMER 5 = Ford Angle Stop - FV-43-666W-1-112" CUSTOMER 5A = Ford Straight Stop - Bi 1-444 W -1" VALVE SA m Ford Straight Step - 811-444W - i" VALVE 5A = Ford Straight Stop - 811-666W-1-112" VALVE PCUSTOMER 9 3 a 6 3 4346 CUSTOMER CUSTOMER VALVE VALVE VALVE 1 3 8 9 1 2 3 t1 9 2 0 9 3 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 W7-00 NOTES: 1U Service saddle, SS straps, CC threads ® Swivel nut- C38-77 - 2" Installed per manufacturer's recommendations. All main ttyyppes: Cambridge 800 Series or Ford S70/S90 09 Meter adapter- BBIM 77.2" ® Brass nipple I.P.S. -2" x 3" 2 0 Corporation Stop: Ford FB 1000- cc thread -2 " � p 7 ( } ®Meter box and lid: Old Castle meter 0 Service tubing: Type K copper- cu -soft- 2" box, Ci lid with Reader #65 ® Ford male adapter- C84-77.2" ® Meter box and lid: Old Castle 42" n5 Meter box valve: = round valve box#3RT ® BalI valve 5 Ford Angle Stop - FV-43-777W - 2" SA = Ford Straight Stop - B11-777W - 2" © Brass nipple I.P.S. - 2" x 6" Q Brass coupling I.P.S..2" CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 111 CUSTOMER VALVE 7-03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.6" Long C38-23.2.5 314" x 3" Long C38-23.3 314" x 12" Long C38-23-12 i" x 2.625" Long C38-44-2-625 1"x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM_ CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/211 -01 W7-02 METER SWIVEL NUT OR NIPPLE METER ANGLE STOP BOX 1-112" BALL VALVE O (FOR DOUBLE "� SERVICEONLY) WATER o METER "j VIETV A -A 3 � DOUBLE SER VICE O ANGLE STOP-, A (FOR BALL VALVE---, (FOR DOUBLE SERVICE CITY OF COLLEGE STATION WATER SERVICE RECONNECTION METER l�-METER BOX METER SWIVEL NUT OR NIPPLE TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) W7-04 z CD LW CITY OF BRYAN The Good Life, Tess 51j1c.7 BRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: W P= SHEET 2 OF 2 NOTE: GENERAL NOTES: -• --� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS ,L 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED. 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF SHALL B LOCATED ER THAN 24" X 24" X 6" STRENGTH = 2000 psi FINISHED GRADE. 12"OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTSH E LOC NO CLOSER _ WITH #4 BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 1 28-DAY CONCRETE D D 2 ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FiRE HYDRANT. 1 STRENGTH = 2000 si I ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE- 28 DAY CONCRETE D , D WITH #4 BAR AROUND e OF STEEL SIZED AS NOTED STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN _ _ I' ALL VALVE BOX. AND PAINTED WITH TWO (2f ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT . o COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPITTEST STATION OR S. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FiRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEWA -A. 4. VALVE BOX LIOS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE A - A SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL VIL'TT1 WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED STANDARD FiRE HYDRA USA, LL662 LOCKABLE LID, TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. GATE VALVE WIVALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LINE S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 7' MIN. 7 -1-4TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE CENTERING COL A� �A CITY'SWORK ACCEPTANCE OF AS REQUIRED AS l AJPIPE CENTERING COLLAR.WORK. REQulRED 6^ TERMINATE 4'TO 5' FINISHED GRADEFROM TOP OF BOX. BURYLINE AS EQ ARIE ANCHOR 90°BEND2"SQUAREAWWANUT GATE VALV EXTENSION WITH ( W/VALVE BOX z CENTERING COLLAR. , 6"STD. TERMINATE WTO T GATE VA E STANDARD FIRE HYDRANT }FFgRR�OMGGTOPggOOvF BOX. WITH SS OL SAWWA C9W!S, N&XS LVE (SEE NOT 8) 6"MJ OR C9 R PIPE• 6"MJANCHORPRESSURSTEEL BOLTS COUPLINGs14 aa. INSULATED BLOCKINGETO 1 FT. ABOVEtLL nnlSnnco -�c' PVC OR D.I. PIPE W WIRE {` •.'::> BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX w1 0 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION 90° \ `-5"DIAx1l8"MIN THICKNESS STEEL PLATE wl 90° OUT -OUT •1" DiA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 2114" DEPTH TWO 318" SET SCREWS (118- MIN WALL EITHER SiDETO LOCK T THICKNESS) OPERATING NUT. SCRE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTI SOCKET GATE VALVE EXTENSION NOTE: DIMENSION FOR CONCREtt VARIES WITH WATERLINE SIZE 6" •_ ��:. EEP HOLE FIRE HYDRANT LOCATION THRUSTSLOCK REALIGN AS NEEDED ,R TAPPIN IE & VALVE ECHANICAL JOINTS I BLOCK USING "x4" REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK WIM.J. SPLIT GLANDS BLOCK AS DIRECTED ROTATE TOFINAL GRADO STANDARD FIRE OPTIONAL(ROTATE ASSEMBLY W1-02 TRAFFIC RATED Ic REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPITTEST INSTALLATION APPROVED EQUAON L SNAKEPITTEST STATION OED R D GROUND LEVEL APPROVED EQUAL -72 24"x24"x6" • ' CONCRETE PAD M I %-DETAL ETECTOR TAPE (STD.) JJ MIN. METAL DETECTOR TAPE TRACER WIRE SHALL END - ' AT A TEST STATION. TYPICAL UTILITY PIPE jl( � ' TYPICAL UTILITY PIPE k TRACER WIRE MUST BE STALLED DEAD END- DIRECTLYABOVETHE PIPE. 1-01 UTILITY PIPE LOCATION MATERIALS MIN. PLAN VIE T V UNDISTURBED DIRT COMPACTED f `SELECT FiLL NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LiNE BLACK 2. SIGNS TO BE CONSTRUCTED TEXT WARNING FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE ° WARNING AND ONE VALVE SIGN 10" U DERGROUND PIPEUNE AND ONE POST FOR EACH VALVE , ° • v' CONTACT THE CITY INSTALLED AND AT OTHER BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. ° "• ° ° ° "D FURNISH SAME NUMBER OF YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUNDL INSTALLED (OMITTING VALVE M. > ' • � M. NUMBER ON VALVE SIGN)_ CROSS CROSS (NOT A SEPARATE PAY ITEM) TAL 7" 2" BLACK PRESSURE 1 v TO BE ADDED AFTER 3'X3'X6" CONCRETE SLAB BASIC SIGN HAS BEEN PAINTED. i •' WHITE 0 ' BACKGROUND • ` MJ PLUG . PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4'-0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST q•_0^ CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB NOT GREATER • THAN 45° BACK FiLL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETA INING 9�G ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND .p9` MIN. coo CONCRETE • 1 Gy0 SF,CTIONA A THRUSTBLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARDOF ASSEMBLBE95% DENSITY NSITYPER ASTM 0698 IN -LINE BLOW OFF ASSEMBLY ' W3-00 W3-01 NOTE; BRONZE INSECT SCREEN GALV. ELL 1. EMBED COPPER LINE iN TAMPED SAND FROM WIS.S. HOSE CLAMP GALV. NIPPLE (( REMOVE AND DISCARD UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. AIR RELEASEIVACUUM (j��AFTER USE MJ PLUG BREAKER VALVE VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 101 ((1 ") 2"METER BOX WITH j I EXIST. GRADE q•-0^ CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS AS SHOWN IN OR MODEL 102 (2")) bR CAST IRON LID j i DETAIL, INCLUDING MAiN LINETAPPING SADDLE APPROVED EQUAL j j�SCH.40 GALV. PIPE 72' X 4' X 6" CONCRETE SLAB 3. PiPE SIZE SHALL BE 1" OR 2". 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY AFTER BLOW -OFF '�� ` THE ENGINEER (j INSTALL MALE QUICK AMERICAN FLOW CONTROL CONNECTION &CAP TRENCH ADAPTER EXIST. GRADE OR AN APPROVED HOT -BOX POLY ROX EQUAL MODEL PHRI (1") WITH ---�� _ Zczr BRASS BALLVALVE PIPE MATTERIAL HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVEDMJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER 4" X V X W CONCRETE PAD FOR 1" PiPE COPPER EXPOSED TO MAIN 4" X 5' X T CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL SE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED " COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 PPING SADDLE W! BRASS NIPPLE 411 END OF LINE TA _ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 MEGALUG r�i`Cyi:.•:f;.,,�ay;. dfi PIPE -,K`r%r '�:�.., rr23 e.rb` `a.;a:S,�"'•y-. .:�r°°. ii��-.c�•dr,•..-�t"r".'-'�f2y �.z?; _ �'� .Hc�;.rvl..;e :l.r _ ss':::J{�t�r;;.•'_ •'L ' �}[ �!f'_7;. MiN. V:;: ,•�: :; THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 si FOR 24" AND SMALLER INNER DIAMETER PIPE. TEESCHEDULE - ID r tons C OLUME 461 5.1 i.5 2.5 0.3 ,10,121 11.3 11.513.5 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 BETHE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED, S. 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, S. ALL CONNECTIONS TO BE COMPRESSION TYPE. S. 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 ft ft C E G VOLUME 900 6,8" 5.0 1.6 1.5 0.9 2.7 0.4 10,12" 6.5 2.6 1.5 1.2 4.0 1.0 45" 6 8" 2.0 2.0 1.6 0,9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5° 6,8" 10,12" 1.S 2.0 I'S 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 i1.2 6,8" 1.0 1.5 1.5 0.910.4 0.1 i0,12 1.5 1.5 1.5 1.2 FO.6 0.1 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS- ' -0- t.. T 1=0" C C SECTIONX-X APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE '-0" X. WATER PIPE STRUCTURAL BACKFILL AREA INCLUDES THRUST ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, •;, ORIVEWAYS,AND PARKING AREASEAND SHALL THE CURB LIN �,.,•r; •: �, .. , t• :.� EXTEND T BEYOND STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE ,•".-�.�::• PIPE DETAILW4-02-AREASTOBEPAVED) OREXCAVATED . JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS •• . • ' ' ` PER ASTM 0698 WITHIN OPTIMUM TO+4% WET OF OPTIMUM (SEE DETAIL W4-02- NON-STRUCTURAL OAP' AREAS) POUR CONCRETE AGAINST UNDISTURBED EARTH VIE Of"`IV 1.0 STRAIGHT BALL VALVEW/PLUG {�p z (2 FOR DOUBLE SERVICE) 1-112" BALL VALVE O (FOR DOUBLE SERVICE ONLY) ----4'MIN.---- L VIEWA * FOR MATERIALREQUIREMENTSI3 DOUBLESERVICE ,e-CONC. CURB & GUTTER 4' !RP STOP i"TYPE K COPPER TUBING 1 LINE 1SEE NOTE 1) COPPER TUBI NEW WATER SERVICE (SIIOR T A ND L ONG SID. C) PLAN VIEW - Blc f TEE THRLTSTBLQCK TYPICAL HORIZONTAL THRUST BLOCK W2-oo i A 12" MIN.-24" MAX. STRAIGHT BALL VALVE--2' MI . WITH PLUG (2 FOR DOUBLESERVICE) A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) JGLE SERVICE) SERVICE) (FOR 1(-112" BALL VALVE (F YDOUBLE SERVICE W2-01 tELL� M� 2' 8 J 1.. p V MAX MAX 6'8" TYP. 6'8" TYP. MAl 8" TYPy) iti-- 't•-1" MIN. CLR. I \-CASING \•STEELCASING �Q.Q4QQ� CARRIERPiPEJ SPACER 1-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS PAVEMENTAREAS SEAL W1 STN. STL. CC S MPS "DAPS" OR TO MAINTAIN 1" MAX CLR. 300 MAX - Ste BAND CLAMP STEEL CASING • �'= �•'• =' ` '.'SIPEWAI 1�. ' • . NOTE: CASING SPACERS AT SPRINGLINE 8"WIDE BAND STAINLESS - 4-RUNNER MIN. (7HRU 24' DtA STEEL (TYPE 304) CASING) OR 6-RUNNER MIN. PROVIDE 4 (24"-12" DIA. CASING) STAINLESS RUNNERS AT STL. 8" BAND NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND TYPE304; WIDE BOTTOM 45 W/ POLYMER RUNNERS; CENTERED OR NON -CENTERED- CLEAR BELL, MIN POLYMER RUNNER (TYP) RESTRAINED FROM VLOTATION; STRUCTURAL BACKFILL AREA OR CA CAbE PS, INC" MODSSIB" CASING DETAIL W2-02 W2-03 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CiTY N STANDARD SPECIFICATION FOR WATER AND SEWER LiNE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO TEE WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2'-0" MiN. ENCASEMENT 2'-OMIN. OPEN CUT OPEN CUT LIMiT LiMIT WIDTH OF PAVEMENT GATE VALVE 3'-0"MIN. BE OPEN CUT Y OR BORED AS ® DIRECTED STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE NOTE: VALVE VE BOX 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. 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 DAPPING MAIN. G GATE VALVE WIVALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WATER LiNE TYPICAL URBAN CITY STREET CROSSING 4-001 TYPICAL RURAL STREET CROSSINGfW W4-U1 AE) SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DiTCH (WHICH iS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) 1. FORBEDDINGAND TRENCHINGWITHINALL EXISTING INCHES�INTHELARGES`iDiMENSION),COMPACTEDTOA PAVEDAREAS SEE DETA&SFOR OPENCUTSTREETS. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY (Details ST4 0� ST4-0!. ST4 02J. TH/SNOTEDOES ASTM0698 STANDARD) AT A MOISTURE CONTENT WITHIN %-> NOTAPPLYTOSTREETS BEING RECONS7RUCTED. OPTIMUM T +4% OF OPTIMUM UNDER NON-STRUCTURAL 2• - _ '•.�' t ri)• YARDS, PASTURES,EASEMEN ) NOT A '''h'= • ts,�. SELECT MATERIAL AREAS ie... AREASEMENTS) A O T (: ;.,.. ® 2. EVERY'100FEETPROVIDEA WATERSTOPBLOCK MINIMUM OF 98%OF MAXIMUM ENSITY AS DETERMINED :,� ? COMPOSED OFCEMENTSAND ORNATIVEMATERIAL BY ASTM D698 (STANDARD)) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS �- "T'' """ � '• •�'''"' C CEMENT$TABILIZEDSAND DEPENDINGONEMBEDMENT. BLOCK SHALL BE6FEET A SELECTMATERIAL INLENGTH. NO BEDDING SANDINTHISAREA. AND STREETS TO BE RECONSTRUCTED, 8"-12" MAX, 8"-12" MAX. "`'-5` =%i<; S{:S' 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ® (MANUALLY CONSOLIDATE ; • © MANUALLY CONSOLIDATE i AT OPTIMUM MOISTURE) ) BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS © GRANULAR MATERIAL T OPTIMUM MOISTURE FOR PVC PiPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD q^ " '` SHALL BE 1N ACCORDANCE WITH ANSUAWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: -`'•` •° rineiit S. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 � PIPE � UNDISTURBED SOIL � P � UNDISTURBED SOiL TAMPING. MAXIMUM PLASTICITY INDEX 15 O D O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MAXIMUM PERCENT PASSING 14" SIEVE SIEVE 35 PRESENCE OF THE CITY ENGINEER. MINIMUM PERCENT PASSING 314"SIEVE �00 PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WIT SHALL 6" MIN.112" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.112" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED 1N THE HAND. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR BY THE CONTRACTOR. NON STRUCTrIRAI, AI?EAS TO BUPA V 'LD OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED © CEMENT STABILIZED SAND OR STREUTS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY AREAS PAVING OR PLATING PLACED AT THE END OF EACH .RLCON.STRUCTI,D WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 4-0 21 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. O C U C U CITY OF BRYAN 775e Good Life, Texas Sole. - DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %V SHEET 1 OF 2 W-6 N /F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R N /F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R t�Il • �III�IIIi PROPOSED 2 STORY +11ii�li BUILDING ,. — ai — JI - J, •-- JF' N /F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101 /18 2 ZONED R AREA �3 30MAX HEIGHT to I 729 J• to 4. N � � • 66 I — — — 2-3 PVC N IRR. S! FFVES 3\ `` ('rYP.) �I I ELI � s 18 W-18 W-18 1 W-18 W-1 8 W-1 —18 W-1 1-18 W-1 W 18 W-18 AE— E UE U E"""' .-AE E� A. p.. , —AE AE--------AE AE�AE AE E AE AE AE AE AE AE AE AE AE AE AE— `Fiv!—'�' //Ti���� ST T ST ST ST ST It 4i:. � 1 STATE HIGHWAY 6 4 {r S ch'u Itz Engineering,.LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 20 10 0 20 SCALE IN FEET PLANTING LEGEND LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS 3.5" OR LARGER CAL LIVE OAK (Quercus virginiana) 7 300 2100 CANOPY 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemia Indica) 6 40 240 NON -CANOPY WAXLEAF LIGUSTRUM 5 GAL. (ligustrum japonicum) 36 10 360 SHURB TOTAL: 2700 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) 2 300 CANOPY 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemia Indica) 12 480 NON -CANOPY TOTAL STREETSCAPE: 780 [NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES LANDSCAPE PLAN POINTS PER PROJECT AREA: 65,471 SQUARE FEET OF SITE AREA 65,471 SF / 1,000 = 65.5 65.5 x 30 = 1,965 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: [(214-15)/50] x 300 POINTS = 1,194 POINTS TOTAL POINTS REQUIRED: 1965 + 1,194 = 3,159 POINTS TOTAL POINTS PROPOSED: 3480 POINTS (2400 POINTS FROM CANOPY TREES = 69%) STATE HIGHWAY 6 STREETSCAPE: CANOPY TREES (1 PER 25'): 199 / 25' = 8 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 12 NON —CANOPY TREES PROVIDED* * 2 NON —CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: 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. 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. MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" EXTEND END 18' BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK .d d 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PAVEMENT SECTIONS PVC SLEEVE + NEED TO BE 16" BELOW n:rs. THE TOP OF PAVEMENT. SEP 04 2014 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: i :1 FILE NAME: 13-297 SHEET In In ' e t0 I- 1n W �. c ►. c� . in N/F -y - - . T, -7 BARKER, THOMAS N/F R/DEBORAH LYNN CITY OF COLLEGE STATION �� I� LOT 1, BLOCK 1 PART OF LOT i, 1 ACRES BARKER SUBDIVISION 5286/253 �. I 5101 /182 ZONED R ZONED R to � `\ _ ' Aw -18 _ w-1 w1 w _ W- B W-1 -18 w-1 -1 L3 8 1 18 W 18 W 18 1 W 1 W " 7aE+ "AE- -"7�E AL UE-30'U UE UE UE UE UE E UE 0 CONCRETE FLUME .per.. .p.. �.�• ��• , , \ e AE AE AE AE AE A \ E AE AE AE AE AE AE AE AE AE AE \ PIPE 501 B _ -Ffvl-Ei FK1-�i - -FF1-1;- `M 18' RCP PIPE-FFi-6'- :4!H - 85.1 LF 00.507C 18"•1V SET FL ST - \ \ ST t00' 7" PAVEMENT 50' TAPER EXISTING SPEED 18" 4HAV SET 18LIMIT SIGN FL s 273.73 PI RCP PIPE \ \ \\\ \ \ \ \ EXISTING EDGE 85.2 LF 00.50X \\\ \ \ \ \ \ \ \ \ \ PARKING LOT i\ �.i DRAINAGE F PA M \ 1 \ \\ \ \\ 0 VENT E \ l: Q1 \ \ \ \\ \ \ \\ \ \ \\ \ DISCHARGE \ \ \ EXISTING LANE EXISTING WHITE RIGHT TURN STRIPING STATE HIGHWAY 6 STRIPING STRIPE PER DMOT STANDARDS SAWCUT EXISTING EDGE OF SHOULDER (TYPE 1) & REPAIR AS REQUIRED BY TXDOT 4 431.3' TO ADJACENT DRIVEWAY w z z z nw. c ¢ z P Lo 0 w = w o c� 0 w 20 10 0 20 V1 w w SCALE IN FEET z z 0 z a. � } w w a SAWCUT & REMOVE 16' TURN LANE APPROXIMATELY 2' OF EXISTING SHOULDER 1' 4" TYPE C HMAC (REMOVAL OF EXISTING PAVEMENT MIN I W/ SEALCOAT MARKINGS SHALL COMPLY WITH TXDOT SPECIFICATIONS) q2%* _ :r •., ;.. 6 MAX �1 ---i 2• F-- EXISTING PAVEMENT 8" FLEX BASE (GR1) SECTION + PRIME 8" CEMENT/LIME * SEE NOTE 13 STABILIZED SUBGRADE TURN LANE SECTION ASPHALT OPTION W H LLI a Z z a En (L (y O _j O W O 0 W N W 0 z z w 0 Ln Ln 0 w w IL SAWCUT & REMOVE --\- APPROXIMATELY 2' 1s' TURN LANE - OF EXISTING SHOULDER OF REINFORCED CONCRETE (REMOVAL OF EXISTING PAVEMENT MIN PAVEMENT - #4 BARS MARKINGS SHALL COMPLY WITH ® 18" O.C.E.W TXDOT SPECIFICATIONS) %mow 6 MAX 1 --I 2' 1-- /� EXISTING-J PAVEMENT SECTION 8" CEMENT/LiME * SEE NOTE 13 STABILIZED SUBGRADE TIJRN LANE SECTION CONCRETE OPTION z W //CL 0 w OL If3 REBAR O O.C.E.W. f 251.7' TO ADJACENT DRIVEWAY t 450' TO n BARRON ROAD TURNAROUND NOTES: 1. ALL IMPROVEMENTS IN TXDOT RIGHT OF WAY SHALL BE PER TXDOT SPECIFICATIONS AND APPROVED TXDOT ACCESS DRIVEWAY PERMITS & DONATION AGREEMENTS. 2. ALL EXISTING DRIVEWAYS SHALL BE REMOVED PRiOR TO OPENING PROPOSED DRIVEWAYS. NOTES a O 1. TRAFFIC CONTROL PLAN IS REQUIRED PER TMUTCD PRIOR TO START OF CONSTRUCTION WORK IN THE SH 6 RIGHT-OF-WAY. Ix °. 2. AREAS WITHIN ROW DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO EQUAL OR BETTER CONDITIONS THAN EXISTING PRiOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITY COMPANIES AND UTILITY LOCATORS ARE REQUIRED. 4. ANY LANE CLOSURE WILL BE ALLOWED BETWEEN 8:30 AM AND 4:30 PM ONLY. FLAGMEN MAY BE REQUIRED. 5. TEMPORARY EROSION CONTROL MEASURES SHALL BE PROVIDED TO AVOiD SILTATION OF EXISTING DRAINAGE STRUCTURES AND ROADWAY. 6. RAISED CURB (6-) SHALL NOT BE CONSTRUCTED WITHIN 30' OF EXISTING TRAVEL LANE. 7. NO UNDERCUTTING OF EXISTING ASPHALT PAVEMENT WILL BE ALLOWED. B. ANY SIGNS INSTALLED BY THE CONTRACTOR IN THE FM 60 ROW SHALL HAVE BREAKAWAY BASES AS PER TXDOT STANDARD DETAILS. S. PAVEMENT SECTION FOR THE DECEL LANE SHALL BE AS SHOWN ON DETAILS. DECEL LANE PAVEMENT MARKINS, ETC. SHALL BE AS PER TMUTCD. 10. DITCHES UPSTREAM de DOWNSTREAM AT ACCESS DRIVEWAY SWILL BE GRADED TO DRAIN. 11. PAVEMENT SURFACE SHALL BE KEPT CLEAR OF MUD, DEBRIS, ETC. EROSION CONTROLS SHALL BE INSTALLED AS REQUIRED. 12. CONTACT JEFFREY HOLLAND AT TXDOT BRAZOS MAINTENANCE (778-8054) OR JEFFREY.HOU ANDf0TXDOT.GOV, 48 HOURS PRIOR TO STARTING CONSTRUCTION. 13. DECELERATION LANE EDGES SHALL BE ADEQUATELY DELINEATED AS PER TMUTCD. DECELERATION LANE CROSS -SLOPE SHALL BE DETERMINED IN THE FIELD AT SITE iN COORDINATION WiTH A REPRESENTATIVE FROM TXDOT. 14. CONSTRUCTION FOR CONNECTING CONCRETE DRIVEWAY SHALL BE AS INDICATED FOR CiTY OF COLLEGE STATION COMMERCIAL DRIVEWAYS do PLAN DETAILS (FIGURE So 15. SETS (4:1) SHALL BE REQUIRED FOR ENDS OF ACCESS DRIVEWAY PIPE PER TXDOT DETAILS. 16. NO UNDERCUTTING OF EXISTING ASPHALT PAVEMENT WiLL BE ALLOWED. EXISTING PAVEMENT ON SHOS-WFR. 17• CONTRACTOR SHALL NOTIFY JEFFREY HOL AND TXDOT BRAZOS MAINTENANCE (979-778-8054) FOR HANDLING OF ANY ROADWAY SIGNS IN CONFLICT WiTH ACCESS DRIVEWAY. 18. CONTRACTOR TO GRADE DITCH TO DRAIN STEEL REINFORCING BARS CONCRETE PAVEMENT DOWN ME ENDS) 6" LIME STABILIZED SUBGRADE ' p INj/\� (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) j/\� j/\� j/\ X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT 28 DAY B, NOTES:PLAN7 PAVEM NET - #4 REBAR ®1 O.C.E.W. 1. FLUME FLOW LINE SHAD. MATCH POND 6 PAVEMENT - #4 REBAR 0 18 O.C.E.W. BOTTOM OUTFALL do EXTEND TO POND * 5" PAVEMENT -- #4 REBAR ® 18. O.C.E.W. 0UTIFAL * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER CONCRETE FLUME DETAIL 2012 CiTY OF BRYAN/COLLEGE STATION STANDARD N.Ts. SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.'rS. MATERIAL EXCAVATED FROM THE DITCH, (WHICH 15 FREE OF �'t,� lM�•!. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) C ••l;•; INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 2' MIN, COMPACTED CEMENT STABILIZED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND, i-1/2 SACK/CY (PUGMILL OPTIMUM TO +4X OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie_YARD% PASTURES, EASEMENTS) AND TO A PIPEgO.D. ; ONLY). SPADE BY LIFTS INTO ® PLACE, TO FILL ALL VOIDS MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED (4- MIN.) - AROUND PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. O.D.\� THE TRENCH BOTTOM SHALL BE '�8� MIN./12- MAX. GRADED SO AS TO PROVIDE UNIFORM CEMENT STABILIZED SAND AS AND CONTINUOUS SUPPORT FOR THE A MINIMUM WILL ALWAYS BE PIPE BARREL BETWEEN BELL HOLES. REQUIRED. BEDDING AND TRENCH FOR REINFORCED CONCRETE I'IYE N 1'..S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY I -Schultz * Engineering, LLC LICEN EDOYEN, P.E., LICENSE N0. 109835 2730 Longmlre, Suite A JULY 18, 2014 College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 oplrrIIIy� OF ... DEVEN'L'DOYEN ... ftbT1'y T FiRM # 12327 D SCHULTZ ENGINEERING, LLC � / -•`` \ r III - \ \ f`/,�//i /j IRIS\,,^ ��'`-''\ lAV /t / "------ _ Ile j /r t r\ oil 1 _ \ � l j f -/ i/ ��/lam l � � � \} 1� f-..._'\�1\ 1`- -- fl t ff/�! � 1� 11 i too coo emip z t�� �\ dip � t ��. I % , � I / i/ ,� �/ J - � i t \ stop AE r ON51TE STORM WATER DETENTION DRAINAGE DATA EXISTING PROPOSED DA = 0.76 ACRES DA = 0.25 ACRES TC = 21 MINUTES TC = 10 MINUTES C=0.40 C=0.72 Q2=1.31 02=1.14 Q10 1 84 Al - 4 55 1. UNLESS OTHERWISE STATED IN THE PLANS, FLAGS ATTACHED TO SIGNS ARE REQUIRED. 2. CHANNELIZING DEVICES USED TO CLOSE LANES MAY BE SUPPLEMENTED WITH THE CHEVRON ALIGNMENT SIGN PLACED ON EVERY OTHER CHANNELIZING DEVICE. CHEVRONS MAY BE ATTACHED TO PLASTIC DRUMS AS PER BC STANDARDS. 3. CHANNELIZING DEVICES USED ALONG THE WORK AREA OR ALONG TANGENT SECTIONS MAY BE SUPPLEMENTED WITH VERTICAL PANELS (VP) PLACED ON EVERY OTHER CHANNELIZING DEVICE. IF NIGHT TIME CONDITIONS MAKE iT DIFFICULT TO SEE AT LEAST TWO VP'S, THE VP'S MAY BE PLACED ON EACH CHANNELIZING DEVICE. 4. IN AREAS WITH SAFETY LIGHTING OR CONTINUOUS ILLUMINATION THE CHANNEUZING DEVICES CAN BE SUPPLEMENTED WITH DELINEATORS, 5. THE 'FORM ONE LINE LEFT' SIGN MAY BE USED FOLLOWING THE 'RIGHT LANE CLOSED' SIGN. TYPE M BARRICADE, CHANNEUZING DEVICES, OR SHADOW VEHICLE WiTH ORANGE FLAGS OR WARNING UMTS. WREN SHADOW VEHICLE IS REWIRED, IT SHALL BE EQUIPPED WITH TRUCK MOUNTED ATTENUATOR. RIGHT CLOSED Lfft Ra0-21. XXX IT 48 X 60' (SEE NOTE 5) CW20-5R 48 X 48- RIGHT LINE CLOSED XXX FT CW20-5R 48' X 48' ROAD N4Rf( AHL'AD 1 ku CW20-1D 48' X 48' (FLAGS -SEE NOTE 1) w 9 0 V7 TR rye EXISTING DRIVEWAY STATE HIGHWAY 6 Q25 = 2.11 Q25 1.78 050 = 2.39 Q50 = 2.01 0100 = 2.50 0100 = 2.10 \ END ROAD 1MM G20-2a 48' X 24' 500' MIN. 100' MIN. z X a 150 75 0 SCALE IN FEET PIPE I.D. PIPE WALL 'B' THICKNESS . O D' SLOPE MINIMUM LENGTH OF UNIT SINGLE PIPE MULTIPLE PIPE SKEW PIPE- RUNNERS REWIRED SKEW PIPE RUNNERS RECUIRED 17' 3.1 2'-11' <45 dog No <-45 deg No 4A 3'-8' 6:1 4-9 15' 2 1/4' 20 1/2' 3:1 3'-8- <s45 deg No <-45 deg No 4:1 4'-7' 6:1 W-5' 18' 2 1/2- 24' 11 4'-6' <-45 dog No <-45 deg No 4:1 5'-8' 6:1 8-0 24 3- 31- 3:1 6'-2- <-45 deg No <-30 deg No 40 7-10' » dog Yes 6:1 11'-3' 3V 31/2' 381/2, 30 7'-10' <,-15 deg No -0-15 deg No 4:1 10'-1' >15 deg Yes >15 deg Yes 6:1 14'-8' Ev 4- 45 1/2- 3.1 9'-5' -0 deg No ->O dog Yes 4:1 12'-3' >0 deq Yea 6:1 17-11' 0 Q O z O X Q m 'P+ PRECAST END ' SECTION MAY .3 BE PRODUCED !6WITH SPIGOT in OR BELL END - AS AS REQUIRED OPTIONAL JOINT SHNG JOINT BETWEEN RCP AND RECAST SAFETY END TREATMENT) UNIT LENGTH VARIES GENERAL NOTES: 1 M 0 1. PRECAST SAFETY END TREATMENT FOR REINFORCED Q LL 0 ao CONCRETE PIPE MAY BE USED. Toper lengths have been ramded off P z _ i L-Length of Toper (FL) W-Wldth of Offset (FT,) S-Posted Speed (MPH) g e 2. MANUFACTURE OF THiS PRODUCT SHALL CONFORM TO 0 LEGEND REQUIREMEN75 OF ITEM 'SAFETY END TREATMENT' EXCEPT N N _z AS NOTED BELOW : TYPE III BARRICADE ON CHANNEUZING DEVICES PLAN 5 o. MINIMUM REINFORCING SHALL BE #4 AT B' (GRADE 40) HEAVY WORK VEHICLE (Si TRUCK MOUNTED ATTENUATOR OR #4 AT 9- (GRADE 60) EACH WAY OR 6 X 6 - A W12 X W12 OR 5 X 5 - W10 X W10 WELDED WIRE TRAILER MOUNTED PORTABLE CHANGEABLE FABRIC. FLASHING ARROW PANEL T • r MESSAGE SIGN 6. CONCRETE FOR PRECAST (STEEL FORMED) SECTIONS TOP FACE OF SAFETY END TREATMENT L SHALL BE CLASS 'C' WITH A MINIMUM COMPRESSIVE ILQ FLAGGER -e- SIGN POST C� FLAG SLOPE O o STRENGTH OF 3600 PSI 2 O RIGHT1RIGHT; CONSTRIJCTTON NOTES: 1/3 L FLOI HE c 1. DIMENSION 'D' IS BASED ON ASTM C-76, CLASS III, WALL LANE FODI O THICKNESS '8'. IF ANY OTHER WALL THICKNESS IS USED, KOSD DIMENSION 'D' MUST BE ADJUSTED ACCORDINGLY. LffT 5. 1n 6' O SLOPE AS SHOWN ELSEWHERE IN PLANS. I XXX FT R70-2L 17 1000' 48 X 66, CW20-5R (SEE NOTE 5) LONGITUDINAL ELEVATION 48' X 48' REINF TO HAVG-r5' 5' 1600' 1' MIN COVER � 1 i�i±E ) \ MIN-1 MlN aosm i W FI 2600' CW20-SR I 48_X 48' ROAD in NOPoL AHEAD CW20-ID Minimum Toper LanDm sated Maxhnum Sgcin of Device Posted Speed Famola 10' Offset 11' Offset 12 Offset On a Toper On a Tangent 30 2 La 60 150' 165' 180' 30' 60'-75' 35 205' 225' 245' W' 70'-90' 40 265' 295' 320' 40' 80'-100' 45 L_WS 450' 495' 540' 45' 90'-110' 50 500, 550' 600, 50' 100'-125' 55 550' BOW 680' 55' 110'-140' 80 600' 660' 72W 60' 12W-150' 65 650' 1 715' 780' 65' 130'-165' 70 1 700' 1 770' 1 SW 70- 140'-175' INVERT 48 X 48 TXDOT TCP (2-6A) a i (FLAGS -SEE NOTE 1) ONE LANE CLOSURE OPTION Wi7H OPTION WITH SQUARE BOTTOM INVERT BOTTOM AMC CONTROL DETAIL SECTION A A N.T.S. SLOPED END TREATMENT DETAIL N.T.S. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK I COLLEGE STATION, TEXAS TXDOT ACCESS DRIVEWAY PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE' 1:1 FILE NAME: 13-297 it 18 N /F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R - CT - CT - ST - ST - ST - ST ST - ST - SI - SI --- ,I - JI - 1: a �o PQND BERM 0 •,�®- ST �ST 1 �in I IT In cn p 'A N / 4 71►: Lys :►'' ••'°•� 6" PVC PIPE �. '°&� 6" 45' BEND CLEANOUT 5.0 LF 041.19% 6 FL = 269.96 W-6 6" PVC PIPE ��-- BUILDING CLEANOUT 15.5 LF ®1 s FL >= 27200 00 �.: .10% N/F CITY OF COLLEGE STATION in1---46" 6" 45' BEND PART OF LOT 1, 1 ACRES C L�No269. 5286/253 ZONED R 3 s. III co PROPOSED 2 STORY In BUILDING } FF=277.00 v I co 13,000 SF A 33 30' MAX HEIGHT P- ' PROPOSED h N to I FDC I 6" FIRE cn 3 1.5 PVC a ( SPRINKLER LINE WATER ► I �VLCF SERVICE A .a, •►• to N • tO I INSERT A 3.+ 6" CLEANOUT ~ 6" FL 268.83 • 3 3 � to � ( a 11 EXISTING 18" UNDERGROUND 6" PVC PIPE WATERLINE ELECTRICAL SERVICE/_1513.5 LF ®1.10% i PER COLLEGE STATION UTILITIES [� \ FNG 25' PLANS AND SPECIFICATIONS P.U.E.i I Q ` P.U.E. \ � I 50 946/246/22 4708/230 - --� - W-18 W-18 1 W-18 W-1 W- 8 W-1 1 18 W-1 1-18 W-1 W 1 CONNECT To EXISTING _ E -AE AE AE- EXISTING 8"SEWER LiNE SEWER 8" SEWER LINE, UE�U UE A UE UE UE UE E WITH 6" SEWER J SERVICE FOR BUILDING g- -S- --S- -8--- S-$-e -S- - --FL = 268.19 - --AE AE E AE AE AE AE AE AE AE AE FA ST - T --- ST - ST -- ST ST- CITY OF COLLEGE STATION i- EXISTING 25' UTILITY EASEMENT �EXISTiNG I '`' 765/250, 946/22, 4708/230 6" FORCEMAIN ` ° STATE HIGHWAY 6 THE SEAL APPEARING ON THiS ' DOCUMENT WAS AUTHORIZED BY :} Schultz Engineering, L.LC DEVEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A JULY 18, 2014 College station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 �0 10 4 20 SCALE IN FEET PUBLIC WATER NO S: 1. WATERLINE PIPE MATERIAL 6' & S' PVC, DR-14 (AWWA C-900, CL. 200). 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. UNDERGROUND 3. REFER TO FIGURES WI & W2 FOR DETAILS. ELECTRICAL SERVICE & TRANSFORMER PER COLLEGE STATION UTILITIES PLANS AND SPECIFICATIONS STRUCTURAL I STRUCTURAL PAVEMENT CLEAN, EXCAVATMATERIAL BACKFILL BACKFILL STRUCTURE ED BACKFILLED AND COMPACTED i `� PAVING LAN ACCORDING TO l/ P GEO-TECHNICAL REPORT SANITARY SEWER NOTES: 1. PUBLIC SEWER LINE PIPE MATERIAL GREEN PVC, SDR-26, (ASTM D-3034 WITH GASKETS) OR WHITE PVC ASTM D-2241. SDR-26. CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 2- PRIVATE SEWER SERVICE LINE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH THE PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. 3. PRIVATE SEWER SERVICE LINE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBING CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. 4. CLEANOUTS SHAD. BE INSTALLED AT CHANCES IN DIRECTION AND AT INTERVALS NO GREATER THAN 100' AS REQUIRED BY THE PLUMBING CODE OR CITY OF COLLEGE STATION COMPACTED CEMENT STA91- REQUIREMENTS. LIZED SAND, iYA SACK CY. t oo°Oo PUGMILI- ONLY. SPADE BY °o°o°oo LIFTS INTO PLACE, TO F1LL ALL VOIDS AROUND PIPE. 12" MiN �•,, :0 ,� �•',. MANUALLY CONSOLIDATE AT UTILITY NOTES: OPTIMUM MOISTURE. TO BOTTOM a� OF PAVEMENT STRUCTURE OR • fi WITHIN 12" OF FINISHED GRADE PIPE O.D. 1. ALL ELECTRICAL U71UTiES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES {CSU) PLANS & - ,� BANK SAND, SPADE SPECIFICATIONS. (6- MIN) BY LIFTS INTO PLACE, PIPE TO FILL ALL VOIDS AROUND PIPE 2. STRUCTURAL BACKFiLL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN V OF PAVEMENT. O.D.ii" THE TRENCH BOTTOM SHALL BE 3. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE V.. GRADED SO AS TO PROVIDE UNIFORM 12' AlIN. WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. AND CONTINUOUS SUPPORT FOR THE 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE. PIPE BARREL BETWEEN BELL HOLES S. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. BEDDING AND TRENCH BACKFILL 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. DETAIL FOR PVC SANITARY SEWER J' 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. S. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6' SHALL BE PLACED BY HAND. AND AND WATER PIPE AND �D AROUND THE CAST' IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT N.T.S. 9. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH - 2000 PSI. 3 N /F BARKER, THOMAS R/ \ DEBORAH LYNN 3 6" FIRE LOT 1, BLOCK 1 SPRINKLER LINE BARKER SUBDIVISION ® 1.5" PVC 5101 /182 ( WATER SERVICE ZONED R = 1.5" DOMESTIC WATER METER 6" ISOLATION 1" IRRIGATION VALVE METER IM■■! 1.5" COPPER - D 5 iD SCALE 1N FEET WATER 6"x6" TEE SERVICE -•-w-1 s � v w- - w-1 s WL 18" X 6" FIRE HYDRANT TAPPING• -ASSEMBLY AND AE SADDLE AND' AE VALVE VALVE ®6" X 2" TAPPING UE SLEVE AND VALVE -W-18 -AE E ,-CITY OF BRYAN EXISTING 20' R.O.W. EASEMENT 430/51, 4708/230 'SEVEN L DOYEN 109835 i ''•♦iiii/�J V1f��� FIRM # 12327 G SCHULTZ ENGINEERING, LLC NOT£ 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7- BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SETTO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL •T- POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 03034SDR26 WI GASKETS 4. ALL SERVICE CONNECTIONS& EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LiNE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER ATTHE ROW FOR EACH SERVICE. S. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN . 3-112 FEET BELOW NATURAL GROUND. ALLO ABLE TAPPI GARFA _ r .r LBOTT011I UP OF CONNECTING PIPE SHALL NOTOIP BELOW CENTERLINE OF MAIN. - Vi$ I= i INSET A 4-PVC EXTENSION WIPVC CAP OPEWASEME TNT (SEE NOTE 3) PVC WYE WiTH PVC CAP (SEE NOTE 3) ( a a i VARIES i-rr,crr,rr,-- .....,. 2.0• to z z ��- (SE NOTE 1.) Z 1 SEE NOTE5 ( G PLAN PVC (SE NOTE 3) cc E (MIN.116 SLOPE) FITTING (SEWER TTEE) STANDARD CONNECTIONPROFJM CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS R-0-W OR EDGE OF EASEMENT �--VARIES 9.6' MAX ANUNO�EB) PVC (SEE NOTE 3) (MIN.1'/. SLOPE) STD. 45° $END L ( INTHEIGNTRIES 2.0 W p STD, 46° BEND z TEE WYE SERVICE FTTING SEWER WYEAN 1180END) DEEP CONNECTIONPROFILL' CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION E IEVVE30 FOR . C0 M L I A IE Hp 0 8 2014 COLLEGE STATI N ENGINEERING UTILITY PLAN 10. ALL THRUST BLOCKING SHAH, PROVIDE A MiNIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 13. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE UD 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 HIS DESIGNEE. 14. WATER SERVICES SHALL 8E CONSTRUCTED PER THE PLUMBING CODE AND CRY OF COLLEGE STATION REQUIREMENTS.07 STA. - 0+03.39 6" x 6" MJ TEE 0+0219 1 .1 6" MJ GATE VALVE 18 STA. - 0+00 1B" X 6" MJ TEE A£ =t -R, 284 STA, - G+10.45 6' x 6" TEE AND FIRE HYDRANT ASSEMBLY NO. 1 W/ VERTICAL EXTENSION -W-18 IIIiIIIIII ��� r 284 PROFILE SCALE 1"=40' HORZ. 1"-4' VERT. 280 280 EXISTING DESIGN GROUND GRADE 276 276 272 272 268 268 0CN 11 jOo d � o� r c - 264 'D - To o � " 264 a 260 260 -0+50 0+00 1 +00 6" WATER LINE W1 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 I \ PROPOSED / \ N/F CONTRACTOR SHALL STABILIZE SUBGRADE GRADE PROPOSED GRADE PRIOR TO INSTALLING BYPASS PIPES. NO CONTRACTOR SHALL STABILIZE SUBGRADE DRAINAGE NOTES: \ \ CITY OF COLLEGE STATION HEAVY CONSTRUCTION TRAFFIC ON BYPASS PRIOR TO INSTALLING BYPASS PIPES. NO 48.59 ACRES ��y1A� PIPES AFTER INSTALLATION. HEAVY CONSTRUCTION TRAFFIC ON BYPASS 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE PIPES AFTER INSTALLATION• DROFFSITE AINAGE 3310 321 �'- 1 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL V BYPASS CULVERTS \ ZONED R a•xa' JUNCTION H FL - 272 98 6" MIN. 3. ALL STORM SEWER PiPE, EXCEPT AS NOTED, SHALL HE HDPEDPE PIPE SHALL (SEE BYPASS CULVERT "'`>:`.. 6' MIN. _''` ° �'•��'�: MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL HOWEVER, THE PROPOSED BEDDING DETAIL) FL m 272.98 -j' 1 STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PIPE 4036 . • •: :1 1' MIN. LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. / 12' HDPE PIPE 1' MIN. •1• 4'x4' JUNCTION BOX �g ': i := .. �''• 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST 21.4 LF O 0.28X ' ' r' 6' MiN. CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 171 FL - 273.43 PIPE 4026 ; : :: •,•,; ,. 3 ,, t_ ; _ COMPACTED CEMENT STABI- f,: ,.:..•. .•, z • ,: ,�:r,• / FL Z73.43 �. 12' HDPE PIPE 1 162.5 LF O 0.25X UZED SAND, 1Xz SACK/CY, I "'.s„�. 8' MIN. 28-DAY COMPRESSIVE STRENGTH OF 3000 PSi. PIPE 4Q18 PUGMILL ONLY. SPADE BY - COMPACTED CEMENT STABI- P D ER 275.8 LIFTS INTO PLACE, TO FILL I UZED SAND, iJ§ SACK/CY, 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR ST ST ST RT RT12' HDPE PIPE ALL VOIDS AROUND PIPE. PUGMILL ONLY. SPADE BY BYPASS CULVERT WITHIN 5' OF PAVEMENT. ST --- ST - ST - ST ST ST - ST ST ST ST - - S ST - ST S 28.1 LF O 0.28% MANUALLY CONSOLIDATE AT 811 & 1211 HDPE PIPE LIFTS INTO PLACE, To FILL OPTIMUM MOISTURE. ALL VOIDS AROUND PIPE BEDDING DETAIL 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF _ PIPE 402A PIPE PIPE 40iA BEDDING DETAIL MANUALLY CONSOLIDATE AT NTS COLLEGE STATION' LOGO ON COVERS. 12' HDPE PNTaOPTIMUM -� 12' HDPE PIPE MOISTURE �"- 162.5 LF O 0.25X 30.9 LF O 0.25% "" 7. ALL STORM SEWER IS PRIVATE. CONCRETE HEADWALL PIPE 403A 8" PIPE THROUGH HEADWALL FL_ 273.53r 12" HDPE PIPE C -� �_ POND OUTFALL STRUCTURE / FL - 272.90 24.2 LF O 0.25X 24' GRATE INLET CONCRETE FLUME CONCRETE HEADWALL 8" Ft OUT - 272.97 FL 27290 . 7 - •.. a r.d-..._-•..-._.-�«:.s�, ..,�. PAVEMENT T Q\Q<v �p� STRUCTURAL SBACKFTLLL STRUCTURE 4 : ! 4G CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED PLAN d � •�• / �OVERFLOW SPILLWAY G ACCORDING TO ' 8' CONCRETE S.E.T. ,'. POND OUTFALL 2 � GEO-TECHNICAL REPORT 8" FL IN - 273.33 8" HDPE PIPE _ 23.0 LF O 0.30X FOR GRATE�TYPE A A • • ' " �' +^ t ,- .� ° ° COMPACTED CEMENT STABI- �'� = ` u�Q�U FLOW - - MAIN p°n$°° UZED SAND, 1J¢ SACK/Cy, \ A - - °°a°n° - - A i c + LINE O° °o o° PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL �QND BERM 8 ' \ 00000 12" MIN °o°°o°°o °o°°o°o ALL VOIDS AROUND PIPE. 000��0 0°0°0 0°0°0 _ I ����� $a o ° OPTIMUM MOISTURE. MANUALLY ATE AT 2' CURB OPENING ` - _ SILT FENCE 0.0. + fi' °O oo° 2' CURB OPENING PIPE O.D. MIN. 2'-6" STD• CAST IRON 8 °o oa oo °o COMPACTED CEMENT STABi- 2' CURB OPENING SQUARE 28-0AY CONCRETE MANHOLE COVER (6" MIN) LIZED SAND, % SACK/CY, STRENGTH = 3000 osl " PIPE 302 2' CURB OPENING AND FRAME 30 PIPE PUGMILL ONLY. SPADE BY 8" HOPE PIPE I T T PI,A1V O.D. + 6" O.D. LIFTS INTO PLACE, TO FlLL 82.7 LF O 0.30X N/F MIN. 3' ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT SQUARE GRADED SO AS TO PROVIDE UNIFORM -� - BARKER THOMAS R/BARs 12" O.C.E.W. D. + 6" MIN. 28-DAY CONCRETE 12" MiN. OPTIMUM MOISTURE. �i. SIDE WALLS AND CONTINUOUS SUPPORT FOR THE j• 11 DEBORAH LYNN 6" TOP k STRENGTH 3D00 psi PLAN PIPE BARREL BETWEEN BELL HOLES LOT 1, BLOCK 1 BOTTOM SLAB *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFiLL. in -� BARKER SUBDIVISION O.D. + 6' MIN. 5101 /182 _ - _ J4 BARS 12- O.C.E.W. 6" TOP & BEDDING AND TRENCH BACMLL ZONED R SIDE WALLS BOTTOM seas DETAIL FOR HDPE & RCP STORM PIPE En / #4 BARS 6" O.C.E.W. ":7��-6* SIDE WALLS _ N.T.S. TOP & BOTTOM SLAB POND 'C T i , . '• N I .r i I SE, MONA A sQTTQ-- -' OW I a W L r tr) N z_jotoz U_IN� LL U7 LL 00 T- < U t1 AE� .T FENCE -273 ---.d 1' MIN. MATCH EXISTING SLOPE OF DITCH MITER END OF PiPE TO MATCH EXISTING SLOPE -�-� 4' THICK I CONCRETE t TYPICAL DRAIN PIPE END TREATMENT - PROFILE N.T.S. PIPE TYPICAL DRAIN PIPE END TREATMENT - PLAN N.TS. T FENCE PLAN 20 10 0 20 SCALE IN FEET THE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY r''S C h•[a l z Engineering, LLC LICEN DOYEN, P.E., LICENSEE N0. 109835 2730 Longmire, Suite A JULY 18, 2014 College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 OF .. ... .:* DEVEN�L DOYEN ........................: s 109835 ? ••� .irr �Ii�li� FiRM # 12327 SCHULTZ ENGINEERING, LLC 3' MIN. EACH SIDE _.� -� �- 6' SIDE WAUS 4 BARS 6' O.C.E.W. TOP & BOTTOM SLAB SECTION A -A JUNCTION BOX DETAIL N.T•S. 6" 2• 7 CURB TYPICAL 2' CURB OPENING N.TS 3.0' #4 BARS 12' O.C.E.W.- SIDE WALLS 2' WIDE X 12' TALL OPENING TRASH RACK ON TOP OF STRUCTURE 1f2' BARS 6 O.C.E.W. m(4 �o ELEV=273' Oi 4.0' 2.0' - FRif1NT VIEiF PLAN VIEW G, 28-DAY CONCRETE STRENGTH 3000 psi #4 BARS 6- O.C.EW. TOP & BOTTOM STABS ri /1 TT\ rl T T►T" �T 7"1r-tZ f1t'T1T1 T T l9f'1"1T Tri T CONSTRUC71ON NOTES: 1. THE CONTRACTOR SHALL BE RESPONSiBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UT1LME . NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. D(G TESS- (B00) 344-8377 ATMOS ENERGY: (979 774-2506 SUDDEN LINK COMMUNICATIONS: (979 595-2429 VERTZON: (979) 821-4770 2. IT iS THE RESPONSiBiLTTY 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. 3. 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 EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4• THE CONTRACTOR iS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SiTES. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTE. 100 YR PLUGGED W.S. ELEV.=275.30' 4 10' 4 TOP OF POND 275.80' \ 1 1 �- rl EV.-275.25 POND OVERFLOW SPILLWAY N.T.S TOP OF BEAM ELEV-275.80' EXISTING GROUND TIE-IN 4 4 TYPICAL POND BERM DETAIL N.T.S. GRAVEL BA �����••..N.T.S. {3L/1Ww I. POND OUTFALL STRUCTURE SHALL BE STAMPED AND STAINED CONCRETE THE PATTERN SHALL BE WOOD PLANK OR STONE OR HAVE A MASONRY VENEER TO MATCH THE BUILDING. THE COLOR SHALL NOTE: - MATCH THE BUILDING. TEMPORARY DEVICES AROUND STORM 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 OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC 2"X4" WiRE MESH CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL (OPTIONAL) BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. FASTENED TO T-POST . GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. OR WOODEN STAKE REVI V `I STORM DRAIN INLET PROTECTION r P r' C N.T.S, ; Ii i , SEDIMENT CONTROL FABRIC FASTENED SECURELY TO �� Q T-POST OR.WOODEN STAKE 20 1 le 76E DOWN METAL T-POST OR-­,,WiTH OPTIONAL WIRE MESH • ' ' (ALSO AT FLUME ENDS) WOODEN STAKE AS COEGE -A-I /1 /� /� '/ REQUIRED TO MAINTAIN. �••�- T A T O►� \/�\/�\ �\/�\/ \/\/� SPACED 6' APARTI Aft .• "{ E R I^ 8 OF FILTER FABRIC TO VICINITY M jr EXTEND INTO A TRENCH \/LIME FLOW LINE SHALL MATCH POND AND BE ANCHORED WITH �3 RtD3AR 15 BOTTOM OUTFALL & EXTEND TO POND COMPACTED BACKFILL O.C.E.W.. OUTFALL DIRECTION OF FLOW STANDARD CONCRETE 1 114"� I FLUME DETAIL , �v _ 20" ALLOW 2.5' TO 5' AT TOE OF 6 4"X4" MIN. TRENCH SLOPE FOR SEDIMENT TO 4" �#4 BARS 12- O.C.E.W. ACCUMULATE. ALIGN ALONG SLOPE CONTOURS. FENCE \WALLS, BOTTOM SLAB, I A ° e r 3o c 12• 6" APRON SLOPE TO MATCH RECEIVING 6" VARIES FLOWUNE SLOPE PROVIDE RiPRAP ROCK (MiN. 20 LB. PIECES) 24" SECTION A A TYPICAL CONCRETE HEADWALL C CJ.& %. & GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS SILT FENCE ASSEMBLY N.T.S. MIN. DEPTH STONE Tp0 VARIES (A --j STM b448, 3" TO TO jI 5" DIAMETER) OVER GEOTEXTILE FABRIC 50, pU WITH SAME SQUARE FOOTAGE. A EXISTING STREET 4MINIMUM 12' SHALL BE FULL � WIDTH OF SITE ENTRANCE 6' MIN. NOTE: DRESS WITH ADDITIONAL STONE -- AS NEEDED, STONE IS TO BE lowGEOTEXTILE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. SECTIONA A SUBGRADE CONSTRUCTION EXIT SILT CONTROL N.T.S. IN11 DRAINAGE & EROSION PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 ISHEET � 1 PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE N /F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R ST ST ST ST — ST ST ST 5T 5i 5I — 51 — JI J1 — 01 " Ate- • T. _. --... ,.� ... ST iT ' a�;...�L....:—.• r.:+.. .d—►•�--_.;• .•—r"ev; a .ems •--.• ...•...••.;:•r—d.....� 5 o I. a f�•• i 5" PAVEMENT DUMPSTER PAD-,_12' AND ENCLOSURE N \ 2' CURB OPENING 9' N; 2' CURB OPENING 2' CURB OPENING ,J T '� BARKER, THOMAS R/ DEBORAH • ; \\� \ .T p� �16 PROPOSED PARKING SPACES LOT 11, BLOCK 1 BARKER SUBDIVISION 5101 /182 'N 6" WIDE IA%\/\-Jk- ZONED R WHITE STRIPE 6" PAVEMENT . 0.•' �• 4' °' ° PARKING • ° a •b _:,.I • D ° ISLAND 3 • .p► ° a e. • . ° d D • tr p 0 ±369 SF \ p' b �,vj, -°; 5" PAVEMENT \ 6" WIDE \ WHITE STRIPE, ` 1 :r SLi N /F \ \\ I a a r CITY OF COLLEGE STATION PART 0F\ LOT 1, 1 ACRES 5, q \ \ \ > 5286/253 \ z ZONED R \ \. ,. Ld a PROPOSED 2 STORY < 1n \10.5' BUILDING • : o \ \ FF=277.00 Y CL to R� 13,000 SF `� M �\ a. 30' MAX HEIGHT 5" PAVEMENT ' 20' 'a1 20 < rn \ \ '�• S ill \ i \3\ 28' ° p o•' ► e • °. °. ° :°' PARKING b ° �. • e. ° '\ \ • i• . ° • p. ''°: . '• a 'D � D • ►' ISLAND 1 ° •..D ° p e ° ±620 SF \ > _ _ R3'\ ~ PARKINGV) �' \ �41 ISLAND 2 11 mw i\ f392 SF �5 ' cn \�20• \ Rs• ti.� \\ o �� 2-3" PVC 5 N 9' PARKING SPACES QI I\� IRR. SLEEVES 6" PAVEMENT : (\ �\ \ \ 2 N 8' HANDICAP PARKING SPACES \ \ {•) \ \ 1 N 11, HANDICAP PARKING SPACES \ l �• ' \ 13 N 9 PARKING SPACES \1D I \'�,' 1 < PARKING PARKING �_ N ISLAND — — — - -~- - — --- ISLAND ''` \ "PARKING 9. �g ! ±402 SF ±294 SF - ISLAND I 1 1$ W-18 W-18 1 \'1\ \ 1 —1425 SF V- 8 `1� i- _ W 1 E W-18 AE— ""i1E'_ \� --- E 118, E \\ U 5" PAVEMENT ': 2' CURB OPENING • �—V—L7 �— ♦ �`'�.d..� J—•8•� _ V -AE --- AE AE AEAE AE E AE AE AE AE AE AE AE AE AE AE AE- --FEt—S—— F 1�—Frn—S— —`FFt—E— —F�l—�--—7T(—s-- --FFA—s— —F�,~8 F�,—%— —s——7F,-1;-- — — ._ �— .— --•— L:E-5� ST — T — ST --•— 5T — ST ST IL ci z TxDOT DRIVEWAY PROPOSED AND TURN LANE STATE HIGHWAY 6 RIGHT TURN (SEE SHEET C6) DECEL LANE — THE SEAL APPEARING ON THIS �■ DOCUMENT WAS AUTHORIZED BY dot Sch'ultz Engineering, LLC DEVEN L DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 18, 2014 College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 OF aft •.- {S�. *r %* *•DEVENL DOYEN *� ,... 109835 + ��vill/��� •��1 FIRM # 12327 SCHULTZ ENGINEERING, LLC 20 10 0 20 SCALE IN FEET EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF-N\ EXISTING GUTTER EXISTING PVMT.-�, t EXISTING BASE— il MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A LANDSCAPE ISLAND ANALYSIS: MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE NOTE: ALL CURBS 6' IN HEIGHT MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND TOTAL PARKING: 61 SPACES UNLESS NOTED OTHERWISE. CEMENT SHALL BE 25 PERCENT BY WEIGHT. PERIPHERAL PARKING: 44 SPACES INTERIOR PARKING: 17 SPACES 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) INTERIOR LANDSCAPE ISLAND REQUIRED: 17 SPACES X 12 = 204 SF 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM /4"R 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 6" 12.4, AND WHICH MEETS THE GRADA71ON REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), 3" 3" 2' 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 _ - #4 eARS SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME Al = 3/4" x 18" SMOOTH AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXPANSION DOWELS EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. TYPICAL CURB DETAIL 4• N.TS. 5. 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. 6. JOINT SEALANT MATERIAL TO BE SONNESORN SL-1 OR APPROVED EQUAL. TYPE "D" EXPANSION JOINT. INTERIOR ISLANDS END ADDITIONAL TOTAL ISLAND INTERIOR ISLAND ISLAND AREA ISLAND # AREA REQUIRED AREA S.F. S.F. PROVIDED S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) KEEP 6" RISE TO ELEV = T/C ELEV. + 3" 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE PROPERTY LINE 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. 3' 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER 6" DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL ___---- AND STATE ADA REQUIREMENTS. STEEL REINFORCING BARS .3 RISE MIN. DRIVEWAY A RON SHALL BE 6" (28-DAY CONCRETE 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% CONCRETE PAVEMENT STRENGTH = 3500 PSI W 4 FOR SIDEWALKS AND PAVEMENT. , .,, ..- DEFORMED TIE BAR BARS 0 18" O.C.E.W. ASPHALT 10. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED ,•, " '�, • . e • '' 4: •' ' « a ' 4 X 18" O.C. APRONS W/O CURB & GUTTER SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. SHALL 8E ALLOWED ON OPEN/ . . . . . . /. X/z. EW TO # CONCRETE FOR TYING NEXISTING DITCHED STREET SECTIONS ONLY. 11. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL . . . . . . . . . . . . CONCRETE ONLY. CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT)\-6" LIME STABILIZED SUBGRADE SECTION A -A A r-TWr "G" EXPANSION JOINT -- VARIES * MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. TYPE "D" LONGITUDINAL REMOVE CURB JOINT THRU RAMP — — SIDEWALK------__N., NEAT T SAW CUT [— TYPE "Gr 1 EXPANSION A JOINT NEAT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.T.S. 6" 2' CURB TYPICAL 2' CURB OPENING N.TS PROPERTY LINE RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX NEAT SAW CUT EXISTING CURB & GUTTER TO BE REMOVED — REPLACE STREET SURFACING AS NEEDED LEGEND — -- ---- --- EXISTING CONTOUR �u PROPOSED CONTOUR PROPERTY BOUNDARY BACK OF CURB — — — ----- EXISTING EASEMENT — --- PROPOSED P.U.E. SETBACK S-6 PROPOSED SANRARY SEWER LINE W-6 PROPOSED WATER LINE ST — ST PROPOSED STORM SEWER LINE W-18 OVERHEAD ELECTRIC IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK -4 FLOW DIRECTION PROPOSED 5" PAVEMENT PROPOSED 6' PAVEMENT -------flRE LANE FIRE LANE ---------------------- ACCESSIBLE ROUTE COR.TIERS GALLERY COOPER`S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N TS. SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK 4EXTED 4 BEYONDN CONCoo ENDRETE \\\\\ AND TAPE BOTH ENDS 3" SCH 40 PVC PIPE 12" BELOW TOP OF *NOTE: GRADE TYP. PVC SLEEVES UNDER PAVEMENT SEC71ONS SHALL BE 18" BELOW PVC SLEEVE THE TOP OF PAVEMENT. N:r.S. MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" TM-nSVERSE ,... ;P 1/8., R SEAL WITH JOINT MATERIAL #4 BARS AT 18" C. TO C. 6..a e...Erauorrlrrlro...l .I :e::N111 e3e9?E :E: o.ra1RRR.... a.00nravvl HIM" mi 1^iloRlRRu uR1r11RRR.l e . • . tOr.R1rR1RR1t1.ROaa" 0, isiwiiiiisiiiiiiiiii4.2 .0 i tRu1lR�Rr■rI,l�uruRRRr.�.l ~�Lg�CI�At.l�ullllii�����tr�� 1....now Rr...rrlt�:�:�:i..... .R1r........-R. • , . R.111.R.ltt Rll1111H ..r., RR.R1mR.11.t rRll rRa m, .1.RRRI.R.Rtlt 1rRtRr.1 I' C. TO C. TYPE '0' JOINT LONGITUDINAL JOINTS SHALL BE REWIRED ONLY ON THE Z LONGITUDINAL REINFORCEMENT: 120' MAX120' MAXI20' MAXI CENTERUNE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED 4 BARS AT 18' C. TO C. THE REBARS AT EVERY INTERSECTION SHALL BE TIED 100Y. TAIVGI.NTSGCI'IONS TYPICAL JOINT & REINFORCEMENT LAYOUT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT 3/4"tl X 18", IS., O.C. 1/4- R�^y 3/4" (COATED W/HEAVY GREASE) 3/4" e.. 6" MIN. 1-5/a" RECYCLED MATERIAL; 3/4' \-3• LONG METAL OR PLASTIC CAP, • > 1-I 2 THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1/16' GREATER 3/4 �� BY J.D. RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL 3" MUST BE LONG ENOUGH TO COVER 2' OF DOWEL AND HAVE STOP SO END OF METAL KEY WAY PLATE CAP IS 1' FROM THE END OF BAR. - ri WE 11!'�n EXPANSION & COsi.N�I. STRUCTION JOINT EXPANSION JOINTS AS SHOWN AND AT - VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. P.C.'S, P.T.'S, & OPPOSITE P.L'S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES - TYPE 'B' JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE 'D' JOINT LONGITUDINAL'T. ®90" Qilx TO CHORD OF RADIUS. (TYP.) �\\ SAWED OR FORMED, SEAL WITH JOINT MATERIAL SEALING NOT REO'D IN CURBS. 3/8" R 1/B" TO 3/16" 3/4 R C O L I A ��d '. • : T.-•r-•',-'. 6" MIN. i .,^ .,,.",- SEP 0 8 2014 /4 BARS, IS" O.C.E.W. TYPE "B" O L LE G E STAT.1 CONTRACTION JOINT ENGINEERING TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER PAVEMENT PLAN TYPE 'W JOINT AT ALL -_ RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS BACK OF CURD / TYPE 10' JOINT TYPE '8' JOINT TYPE 'G' JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1: j FILE NAME: 13-297 '1 \ N/F \ CITY OF COLLEGE STATION 48.59 ACRES \ 3310/321 / \ ZONED R 275.70 -275 N /F ! CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R GRADE AREA-' TO DRAIN TO BYPASS CULVERTS 276.25 GRADE AREA TO DRAIN TO TXDOT CULVERTS 18 W-18 W-18 AE AE AE A �AE -- AE Ht -F_ 275 g-; 75 s I 276_�20 276.26 STATE HIGHWAY 6 ,„..EE..,,..:.SCALE IN FEET 10' WIDE OVERFLOW SPILLWAY 1 N /F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101 /182 ZONED R I i ;6 TC I i i W TC 1 TC I a, 40 TC TC FM-6 FM-6 FM--= i275.22 GRADE INS-- DRAIN TO _ .� THE SEAL APPEARING ON THIS S bhUtz Engineering, L L DOCUMENT WAS AUTHORIZED BY C LICENSE NO DOYEN, 09 35 2730 Longmlre, Suite A JULY 18, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 EDP * / %6 *t -i:t.♦ .............. o r.ia 1IB35 . r %6 FIRM # 12327 6 SCHULTZ ENGINEERING, LLC N 275.25ITgi OUTFALL STRUCTURE ` I t ny N ...Joao' *or - INSERT A C O.& %- A- GALLERY COOPER'S SUBDIVISION PART OF LOT I, BLOCK 1 COLLEGE STATION, TEXAS 1 -10' WIDE OVERFLOW SPILLWAY' I GRADING CONSTRUCTION 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 0693), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. 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. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR ML17Y 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. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 9. 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. 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE 13ACKFIH ED 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. 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 100 YR PLUGGED W.S. ELEV.=275.30' 4 10' 4 TOP OF POND 275.80' 1 1 \ ELEV.=275.25' POND OVERFLOW SPILLWAY N.T.S TOP OF BERM ELEV-275.80' EXISTING �— 3' —`I GROUND 1 1 L— TIE-IN 4 4 POND BOTTOM TYPICAL POND BERM DETAIL N.T.S. GRADING PLAN FIIEVIEVVED SF-P0bMilt COLLEGE' TAT1011N ENCINERIG SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 h \ NF 15REAR, CITY OF COLLEGE STATION SETBACK \ 48.59 ACRES I� \ 3310/321 \\ ZONED R `S47° 41' WE - 212.4 / / \ 2747�- 275 r P D BERt4275.80, � i T -- S ST - ST = ST = ST = 2L --5T -----5 DETENTION POND �y 7.5' SIDE SETBACK`\`\ -,a .., < . .. • . PAD AND ENCLOSURE LIMITS OF-' DISTURBANCE / _-275----/ N /F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R 1 18 ------- 6"- FORCEMAIN EXISTING 20' R.O.W. EASEMENT '430/51 4708/230 ±431.3' Yn AM lAr`CAIT CVICTI l r i L ti DETENTION POND DISCHARGE r-7.5' SIDE SETBACK 2;,a r-ELECTRICAL SERVICE PER CSU PLAN AND SPECULATIONS •� ,­2' CURB OPENING 1 ic I N /F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101 /182 ZONED R i � I I ' I 1 I j I I 11 \ EXISTING 18" WATERLINE EXISTING 8"SEWER LINE -1-- - SQUARE IN HEADWALL TBM i N: 10195313.3246 E: 3573816.8555 ELEV : 271.54 20 10 0 20 SCALE IN FEET MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. SiTE SPECIFIC NOTES: GENERAL NOTES: --24• 1. THE OWNER OF THE PROPERTY IS CORITERS GALLERY. LLC. THE SUBJECT PROPERTY IS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL /4'R 15. PART OF LOT 1. BLOCK 1. PROPERTY IS ZONED GC. EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.503 ACRES (65,741 SF'). DiG TESS: 800) 344-8377 3• 3'R ATMOS ENERGY: 979 774-2506 3'R 5' 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS SUDDEN LINK COMMUNICATIONS: 979 595-2429 1/4'R do DRAINAGE REPORT VERIZON: 979) 821-4770 17 4. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE 2. IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO & IRRIGATION PLANS. MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS 7• 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3" 3" 3' 2' 6TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3• THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND . 2" SEDIMENT CONTROL DEVICES, INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THiS AREAS. COMMUNITY NO. 480083, PANEL. NOS. 032SE. MAP NO. 48041CO310E. EFFECTIVE PROJECT. 3' DATE: MAY 16, 2012. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR NOTE: ALL CURBS 6' IN HEIGHT 150000 REQUIREMENTS FOR CONSTRUCTION SITES. - IQ4 GARS UNLESS NOTED OTHERWISE. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE = 3/4' X 18' SMOOTH NOTED. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER EXPANSION DOWELS 'TYPICAL CURB DETAIL 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT CONSTRUCTION IS COMPLETE 13Y HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. N.T.S. DEPTHS. 6. ALL CONSTRUCTION SHALL BE iN ACCORDANCE WiTH THE 2012 CITY OF BRYAN/COLLEGE 10. ALL UTILITY LINES WATER. GAS, SANITARY SEWER, VERIZON. STORM SEWER. ETC.) SHOWN STA71DN STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL ARE TAKEN FROM EST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE EXISTING CURB do GUTTER KEEP 6' RISE TO UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR TO BE REMOVED 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1928 SUBPART PROPERTY LINE ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT p FOR TRENCH SAFETY REQUIREMENTS. CONDITIONS. MATCH U OF B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS EXISTING GUTTER 3' s 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. ESTABLISHED, EXISTING PVMT. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND 9, INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT r �8» SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. TO THE PROJECT SITE. 13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL. BUILDING IBC TYPE 118 OF 10. EXTERIOR BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF E 'D' EXP�SION JOINT. 10,000 SF IS 2,250 GALLONS PER MINUTE ONE FIRE HYDRANT IS REQUIRED. THE EXISTING BASE RISE pFV ,. T/C ELEV. + 3' BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE REQUIRED FLOW BY 50% AANEO OPAQUE HOUNIFIED USING AND NO FIXTURE SHALL DIRECTLY PROJECT LOPMENT ORDINANCE. THE LIGHT SOURCE SHALLNOT PROJECT BELOW (1500 GPM MIN.) HORIZONTALLY. FIXTURES WILL BE MOUNTED iN SUCH A MANNER THAT THE PROJECTED DEFORMED TIE BAR RIVEWAY APRON SHALL BE CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE 4 X RM O.C. 6' (28-DAY CONCRETE 14• BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE STRENGTH 4 3500 PSI) W/ 4 UNIFIED DEVELOPMENT ORDINANCE FOR TYING NEW OF OCCUPANCY. CONCRETE TO EXISTING BARS O IV O.C.E.W. ASPHALT 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM CONCRETE PVMT. ONLY. APRONS W/O CURB & GUTTER VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR LANDSCAPE ISLAND ANALYSIS: TYPE 'G' EXPANSION JOINT SHALL BE ALLOWED ON OPEN RESIDENTIAL DISTRICT WTHIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT 5 SEC'I'LONA-A DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING TOTAL PARKING: 61 SPACES PROPERTY LINE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE PERIPHERAL PARKING: 44 SPACES 16, ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW OR INTERIOR PARKING: 17 SPACES TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE INTERIOR LANDSCAPE ISLAND REQUIRED: ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 17 SPACES X 12 = 204 SF ETURN CURB TO HAVE 1 /. THE OWNERSHIP AND MAINTENANCE RESPONSiBILRIE-S OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. A ROLL FACE DIMINISHING » AT RADIUS POINT. 18. IOOX COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), DiNAL AMBULATORY RAMP OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE SLOPE ®1:12 MAX AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION 19. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. - CSU ELECTRICAL CONTACT: ELECTRIC PROJECT COORDINATOR EAT CiTY OF COLLEGE STATION UTILITIES SAW CUT SAW CUT 979-764-6314 20. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER TYPE G. XISTING CURB & GUTTER TO ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY 1 EXPANSION A NEAT BE REMOVED - REPLACE STREET BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UILITY CONSTRUCTION JOINT SAW CUT SURFACING AS NEEDED WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. COMMERCIAL DRIVEWAY DETAIL N.T.S. i--�-�-AE AE At- ./�--- EXISTING EDGE OF PAVEMENT 1 WHiTE STRIPE t251.7' THE SEAL APPEARING ON THIS }_ ■ DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., y. chinEngineering, LLCtz LICENSE N0. 109835 2730 Longmlre, Suite A JULY 18, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 •iiiN/ p1f FIRM # 123 7 SCHULTZ ENGINEERING, LLC L.L_%.7L_1 VL.J - - -�- EXISTING CONTOUR rn PROPOSED CONTOUR PROPERTY BOUNDARY BACK OF CURB - - -- �^--- --- EXISTING EASEMENT - - - PROPOSED P.U.E. SETBACK S-6 PROPOSED SANITARY SEWER LIN W-6 PROPOSED WATER LINE ST - ST PROPOSED STORM SEWER LINE W-18 OVERHEAD ELECTRIC IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION .00I FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE CONSTRUCTION EXIT SiLT FENCE Q INLET PROTECTION VEHICLE LAY OF HOSE LAN FIRE LANE --rfittE 2'x18" REFLECTIVE FINISH METAL SIGN Ly_�j 11 NOTES: 1. SiGN SHALL COMPLY WITH THE CoCS REFLECTIVE FINISH METAL SIGN FIRE SERVICE STANDARDS. �12"x9" %IRE LANE SIGN DETAIL N.T.S. 2x2 GALVANIZED STEEL TUBE COLUMN FIRE VNE MA KIN 1. ALL CURBS AND CURB ENDS SHALL SET IN CONCRETE FOOTING. PROVIDE BE PAINTED RED WiTH FOUR INCH (4-) GALVANIZED STEEL CAP WELDED TO WHITE LETTERING STATING "FIRE TOP OF TUBE PAINT TUBE AND CAP. LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED I I MORE THAN FIFTEEN FEET APART. I 1 ( 2. A SIGN TWELVE INCHES (12-) WIDE I i I AND EIGHTEEN INCHES (18-) IN I I HEIGHT SHALL BE MOUNTED IN A 11 I CONSPICUOUS LOCATION AT EACH 1 I EOM: ENTRANCE TO THE PROPERTY AND AT �L J� 1. ALL CHARACTERS MUST BE 60' THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES MINIMUM ABOVE GRADE OR SIDEWALK. (12") WIDE AND EIGHTEEN INCHES HiGH• WITH A COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6) HIGH STATING 'TOW -AWAY ADA SIGN DETAIL ZONE'. SUCH SIGNS SHALL BE PAINTED N.T.S. ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" EXTEND END 18 BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK ,d a a 3' 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. REINFORCING BARS CONCRETE PAVEMENT m L _3w INTERIOR ISLANDS END ADDITIONAL TOTAL ISLAND INTERIOR ISLAND ISLAND AREA ISLAND # AREA REQUIRED AREA S.F. S.F. PROVIDED S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) a . "illlil� 6r11 I�0 �m�- r Illili _Ililll IIIIII�Ellllil 'illllln � !!�IIIIII IILII iillll IIIIII� �I�Illlli� o�llllli� BIKE RACK DETAIL 6' LiME STABILIZED SUBGRADE BUILDING USES DEMAND 2' OUTSIDE THE EDGE OF PAVEMENT) WATER DEMAND PER LEASE SPACE * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN MINIMUM O GPM (28 DAY STRENGTH = 3500 PSI) 1000 SF RESTAURANT W/ AVERAGE 25 GPM * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. DRIVE THRU MAXIMUM (PEAK) 100 GPM * 5" PAVEMENT - #4 REBAR @ 18" O.C.E.W. 9,000 SF GENERAL OFFICE 1.5" DOMESTIC WATER METER * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CiTY OF BRYAN/COLLEGE STATION STANDARD 3,000 SF LOBBY / COMMON AREA SPECIFICATIONS. $ANITARY SEWER DEMAND 13,000 SF TOTAL (0 90% OF WATER DEMAND) TYPICAL CONCRETE PAVING SECTION AVERAGE 22.5 GPM N.Ts. MAXIMUM (PEAK) 90 GPM 6" SANITARY SEWER LINE ® 1.047MIN. VI�Il®TITY AIAP SLOPE 61 P 17 REQUIR`D ❑ +1' +2' ❑ -F3' SITE PL VNOT REOUIPE"I) N.TS. PARKING ANA.M }REQUIRED PARKING: 13,000 SF OF OFFICE 1 SPACE PER 250 SF 52 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 58 SPACES PARKING 3 SPACES HANDICAP PARKING 61 SPACES PROVIDED TOTAL 4RKING SPACES X 250 SF = 15.250 SF FIXTURE UNITS = 325 15,250 SF X 25% MAX INTENSE USE FIXTURE UNITS ALLOWED = 700=3,812.5 SF ALLOWED PIPE SLOPE OK N CORTIERS GALLERY 4121 STATE HIGHWAY 6 NOTTOSCALE TOTAL AREA =1.503 ACRES COOPER'S SUBDIVISION PROJECT PART OF LOT 1, BLOCK 1 LOCATION VOL. 9955, PG.182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY, LLC. - - BRAD KERR. RPLS NO. 4502 C/O .ldMES MURR ""' r ^4 0 L I KERR SURVEYING. LLC 3600 STATE 'HIGHWAY., 6 S. a STE A 00 1,1111YAN, 409 N. TEXAS AVENUE COLLEGE STATION,TX 778451 t^TX 771103 (979) 985=5610 w $ _ a (979) 268-3195 !ENGINEER: SEP 04 2014• tSCHULTZ ENGINEERING, LLC. 'PO BOX 11995 ! I` ( (( j 1COLLEGE STATION, TX 77842 eo;�� 1_0'), _L"„1v e aI 1t"li 1`+✓': (979)764-3900 !I �..-1 .-.I e ; G i"" nt `• � t�Y im, EVIE `VE0 FOR SCALE I C (3"r` C.,E iP L I A N VERTICAL SEP 0 8 2014 ;% HORIZONTAL COLLEGE STf% 10 - / PLOTnNGSCAL.E: 1:1 1= I t N E E R� �° FILE NAME: 13-297 SHEET