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Home My WebLink AboutDrawings— Vidt aries 0'-13.75' cell o Z „ �� I \ 2.5'-15' I \ / Ex. Cur) ° (to remain 8" einf. Concrete " /#4018O.C.E.W. to 717Cl_jY 2� iefushed � Cement Stabilized Sand Subgrade # fl I SECTION .A - ,A 11 �I i XI 1 BARRON CREST E' .AICD RIVS.�W R LINE SCALE: Hor: 1" = 40' Vert: 1" = 4' 0 20' 40' 80' 348 348 til M OSI M e} (C LO 00 Opp M CO u7 N .—S N N NC14 N (6 0; (6 cG t[�.j u�� ++ M M ►`1 M + M M c�+' O O 0 III \ 0 11 II II U v �v v-� 0 � { � V 344 — _ V) (~344 j o -._ In O V Match Ex. Ground X340 ..............._._� 340 324II 3'x2' Box Culvert 324 O Existing Telephone Line Ex. RCP I i /—Ex. MH - 336 336 Ex. 4" w/L 0 III' 320 Ex. 18" w/L i I 320 Ii II it 100 LF of Dry Bore Construction I i W/ ee asing 332 11 332 318 316 31s 110 ® of 6 PVC '- 1. '�OConnect to Ex. MH ' ` 328 �� (See Detail St -031) _ .. �26j 328__ . 312 0 312 NTS �FNERAL CONSTRUCTION NOm: I. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact Oil utility company representatives a minimum of 48 - —� size — hours In advance of any excavation. Saw—Cut at Contact 811 Existing Gutter Line 2 All construction shall be in accordance with the #_...- current City of College Station Standard Details, Specifications, and B/CS Design Guidelines for �1 00 ft ` City Engineer of College Station. Drill & Epoxy 18"x#4 9" into Ex. Concrete 3, ti Trench Safety shall be conducted in accordance with O:S.H-A. Standard 29 CFR Part 1926 Subpart P. 0 18" O,C. 4. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding NTS �FNERAL CONSTRUCTION NOm: I. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact Oil utility company representatives a minimum of 48 - —� size — hours In advance of any excavation. Saw—Cut at Contact 811 Existing Gutter Line 2 All construction shall be in accordance with the #_...- current City of College Station Standard Details, Specifications, and B/CS Design Guidelines for �1 Water, Sewer, Drainage and Street Construction. All inspection shall be coordinated with the staff of the City Engineer of College Station. Drill & Epoxy 18"x#4 9" into Ex. Concrete 3. Trench Safety shall be conducted in accordance with O:S.H-A. Standard 29 CFR Part 1926 Subpart P. 0 18" O,C. 4. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 5. The Contractor will be supplied with one set of 'N construction stakes delineating the project as to line and grade, appropriate bench mark information and cut sheets. Detailed transfers of elevations, line and grades to structures and other features of the work shall be done by the Contractor. 6. It will be the responsibility to provide a traffic control plan prior to commencement of construction activity along Barron -Road. _ 7. Sewer casing shall be in accordance with Detail S5-03. 8. All street markings and striping shall be thermoplastic conforming with TOOT Specs 666 and 668. _ Legend -SD—SD—Storm Drain System 8S 8S Sewer Line w/ size 8W 8W Water Line w/ size —85/L Ex Sewer Line w/ ' —11 W/L— Ex. Water Line w/ size Ex. Storm Drain Property Line • o — _ • Zoning Boundary 288-- Existing Contour Line (2' Interval) _ 0 Sewer Manhole -¢03 Fire Hydrant d==k, Storm Drain Inlet �� ` '� ® �+ NOTE: LOCATION OF EXISTING BURIED UTILITIES, COMPLIANCE ��`` WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. MAY 3C 2014, COLLEGE STATION THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. -� C& . i OF Thi Barror� Crest & Se rver Lin e ice:' Y}A � �`t ;' 4/16 2014•'t 0 .................... No %JEFFERY L. ROBERTSG ............................ 0 OT10 N RAWD1. l �I "O � 94745 J.PC-0 �/ ISSUED FOR BIDDING AND CONSTRUCTION. 5-13-14 Revised per City Con'iments. ,SCHOOL 2.96 Acres Dut of Robert Ste venson Survey A —54 COLLEGE STAT/ON BRAZOS COUNTY, TEXAS April 2014 SCALE 1=20' Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 2911 Texas Ave, Ste 201 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 979-693-8500 (979) 693-3838 Firm Reg. No. F-458 li I 10000263-001-002 ' NOTE: NOTE: _ 12_ TYPE "G" EXPANSION JOINTS IN CURB & GUTTER TYPE"G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF SHALL BE SPACED AT A MAXIMUM DISTANCE OF 1" MIN. TO 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND 40' APART AND AT ALL RADIUS POINTS P.T.'S AND #4 BARS @ 18" O.C.E.W. 6" MAX. P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & P.C.'S. TYPE "B" CONTRACTION JOINT§ IN CURB & MID SLAB _ 6„ ) GUTTER SHALL BE SPACED AT A MAXIMUM GUTTER SHALL BE SPACED AT A MAXIMUM ( DISTANCE OF 10' APART. DISTANCE OF 10' APART. R3 SECTIONA A 24" 6' i #4 BARS @ 18" C/C 24"1/4" 6" 15' T f3" 12" 12" F. 3.. -. 24' R. O. W. I T � _T VARIES ::� 3/4"R 1/4"R 12" "�� 1/4"R 5' ' r a 3.. 4., COQ �j 6„ 7" �' 6112" ALLEY(.:, Q 101/2" 3!4"R I •� S .Q. 6" 2,. • 3" 3„ 2., • - #4 BARS a #4 BARS CONTINUOUS: •. . DOWELLED IN CURBS AND 3" CLEAR TYP. 4.. • _ #4 BARS 0 = 3/4"X18"SMOOTH � T EXPANSION DOWELS DETAIL 2411 LAY V T1 Off; 7C JILT 1 I �— TYPE "G" EXPANSION JOINT GUTTER SECTION TYPICAL COMBINED CURB & GUTTER SECTION STI -00 ST1-01 STI -02 ALLEY PAVING NOTE: cTI -O6 NOTE: -1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL S SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION A RADIUS POINTS, P.GU AND P ALL TYPE "B" CONTRACTION GENERAL NOTES. JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 112" CHAMFER AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY #4 BAR (TYPICAL) BLOCK UNTIL GROWTHODDED OR IS ESTABLISHED. N EVELOPED ED AREAS WATERED ERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS — 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. a APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 3" 24" DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE a •• • , a a a < ` - - - - VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS - a' 1/4"R 36 r COMPLETE AND THEN REMOVED BY CONTRACTOR. • A- 6., ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, 24" 12" 3., 114"R 1"DIA, : � ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MIN 112% • °' 3 6" MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT SLOPE STANDARDS -_-_ _ 114"R •� Aj 4.. 6" 6-3/4" !12 REFER TO SPEC 31 17 23.23 PAVEMENT MARKINGS) FOR 2" 3" T' • ADDITIONAL LOCAL REQUIREMENTS, 3„ 2.. 3" �•iIi 3 0 6-3/4„ 28 -DAY CONCRETE W STRENGTH=3500 si. 2" 3" 3„ • 4.. „ T. 3" 4„ TYPICAL 1 ICAL •= #4 BARS • _ #4 BARS T CURB 0= 314" X 18" SMOOTH 0 EXPANSION DOWELS RIBBON C lJ RB EXPANSION DOWELS I TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL .CURB STI -03 ST1-04 STI -05 118" R SEAL WITH JOINT MATERIAL p, ° > . •.: D :.°; 6.. MIN. RESIDENTIAL 3,. (TYP) CURB SECTION #4 BARS @18" C.C. PAVEMENT 2 4 30 THE REBARS AT EVERY �j R.O.W WIDTH ro v INTERSECTION CTION SHALL BE TIED 100 PER CENT -I 3/4" DOWEL BARS AR @ 18" C.C.(TYP) METAL KEY WAY PLATE DEFORMED TIE BARS rn #4 X 18", 18" O.C. -i TYPE "G"JOINT TYPE T"_ SEE DETAIL LONGITUDINAL TOINT M LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED r- -- Z co__ co TYPE"D"JOINT 44 TIE BARS 18" LONG SEE DETAIL TYPE "G"JOINT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR (COATED314" 0 X 18", 18" O.C. 0' MAXIMUM TYPE "B"JOINT 314" 1/4" R GRASEWITH HEAVY (TYP) 6" MIN. CURB TYPICAL.TOINT & REINFORCEMENT LAYOUT RECYCLED MATERIAL, 3/4" THICK AS MANUFACTUREDIN T LONG METAL OR PLASTIC CAP, FOR CONCRETE PAVEMENT BY J. D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16" GREATER j APPROVED EQUAL THAN DIAMETER OF DOWEL BAR, CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. TYPE 11(ti 1t NOTE: JOINTS AS SHOWN AND AT �T �T [� lT EACH RADIUS POINT. CURB EXPANSION i'ATA V SION Q' CONSTRUCTION JOINT JOINTS SHALL BE AT 60' CENTERS. CURB 17C, VARIES CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "B"JOINT (TYP) LONGITUDINAL JT. @ 90° TO CHORD OF RADIUS (TYP) 5-1/2" SAWED OR FORMED, SEAL T —- 7/8" (TYP.)-•TYPE "D" JOINT WITH JOINT MATERIAL."' ' �_ (TYP.) SEALING NOT REQ'D IN °•' 1-5/8" rnw CURBS w 318" R 1/8" TO 3116" 314" ' ' 1-1/2"<TYPE "G" JOINT AT ALL RADIUS POINTS AND 3/4" 3.. MAX. DISTANCE OF TS METAL KEY TAY PLATE 300' ON TANGEN7.TS T- 7.T. 6" MIN. D BACK OF CURB —� TYPE "B" JOINT TYPE "G" JOINT AT FUTURE #4 BARS, 18" O.C.E.W. EXTENSION OR AT PROPOSED WORK (TYP) TYPE11B11 CONTRACTION JOINT TYPICAL.TOINT LAYOUT AT CONCRETE INTERSECTION ST3-00 TYPE "G" EXPANSION EXISTING QUR13 & GUTTER _ JOINT, ELEV. + Tb BE REMOVED I KEEP 6" RISE TO TYPE "G" EXPANSION m NOTES: w TIC ELEV. = 3" PROPERTY LINE JOINT. ELEV. + 1t CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 2' M - TCH IEOF OF- 1. IF THERE IS A VALLEY L-� KEEP 6" RISE TO EX�(TING GUTTER I T/C ELEV. = 3" HQ MATCH EEOF PROPERTY LINE 2' ,fir Z> CURB RETURN RADIUS 1'-6" GUTTER, THEN TRANSITION OF - __q EXISTING GUTTER EXISTING PVMT, ( ! p> CROWN AT VALLEY GUTTER Z CURB RETURN RADIUS 1'-6" 2' �4" a.0 ACCESSIBLE ROUTE (4' MIN) TO FULL CROWN, IN 50', o= j OPTIONAL 2. TYPE "G" EXPANSION JOINTS 0-0 ACCESSIBLE ROU -99MIN.) IN CURB & GUTTER SHALL BE (OPTIONAL PVMTING ,xc �4 ET - (OPTIONAL) OT ' -- - 3" RISE 3 OTE OF 4SPA0 A ART AED AT A ND AT X. DISTANCE OT -- EXISTING BASE NOTE 3 MIN DRIVEWAY APRON SHALL BE 4" 6,. RADIUS POINTS, & P.C.'S. NOTE 3 3 IUOTE Ln (28 -DAY CONCRETE STRENGTH ...�---+ TYPE "B" CONTRACTION 3" RISE - 3000 psi) W/ #4 BARS @ 18" JOINTS IN CURB & GUTTER z DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O 1"1/4" SHALL BE SPACED AT A MAX. 6" o EXISTING MIN (28 -DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "D" LONGITUDINAL DISTANCE OF 10' APART. -- � E' BASE 3. 2/o MAX SLOPE. TYPE "D" 1-1/4" = 3000 psi) W! #4 BARS @ 18" TO CONCRETE TO ALLOWEDON OPEN DITCHED JOINT LONGITUDINAL JOINT > j' O.C.E.W. ASPHALT APRONS W/O CONCRETE PAVEMENT STREET SECTIONS ONLY. 4. 5' MIN TRANSITION TO LAY DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY T DOWN CURB BEGIN O P.T. w (� T x ONO.C. FOR TIE ALLOWSTREET EC OPEN DITCHED 5ECTIMTA A SECTIONA A � TO CONCRETE TO STREET SECTIONS ONLY. , CONCRETE PAVEMENT SECTIONA A ONLY SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION SECTIONA A SIDE STREET (WIDTH T/VITH1AYD0ff17V CURB A TYPE "G" EXPANSION PROPERTY LINE JOINT 6" THICK CONCRETE �T PSPNP�-� (� *MAINTAIN 2% MAX j NOTE: RAMPS ONLY WHEN (28 DAY STRENGTH = THE LONGITUDINAL SLOPE IS = _ T---_- 3500 PSI) WITH #4 BARS A POINT OF CROSS SLOPE GREATER THAN 1:20 RAMPS AT 18" O.C.E.W. WITH CURVATURE SHALL COMPLY WITH TAS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND REQUIREMENTS (VARIES) WITH #4 BARS @ 18" O.C. BACK OF CURB BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING T RADIUS POINT EXPANSION JT. & I 25' RAD. (MIN.) SMOOTH DOWEL BAR, SIDEWALK * 1/2" 0 X 16", WITH CAP i i' 14 F+FH44 ( @ 12" O.C. (COATED ' TYPE IT W Y LONGITUDINAL ** 5' R. MIN.) BACK OF CURB ITH HEAVY GREASE) 1 JOINT ACCESSIBLE RAMP (SEE RAMP DETAIL) (i Z11z ------------I- - - ACCESSIBLE ROUTE NEAT SAWCUT� NEAT I NEAT SAW CUT -------- - - - -!- ------ - - - --- A SAW CUT POINT OF TANGENCY MAINTAIN * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT /EXISTING CURB & GUTTER TO ... — ... ....�- SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED ** EXISTING SIDEWALKS, (A MIN. Eft� �1 A EXPANSION JOINT (TYP.) OF 4'BEHIND BACK OF CURB) RESIDENTIAL DRIVEWAY Sia Com' SEAL WITH APPROVED MAY REMAIN IN PLACE. EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-01 con III wW Fes• j TYPE ,.D., EXPANSION JOINT. A Y SLOPE ELEV. + T/C ELEV. = 3" U DRIVEWAY EXISTING CURB & TYPE "G" EXPANSION JOINT VARIES 1-114 PER GUTTER TO BE KEEP 6" RISE TO FT MIN. REMOVED - PROPERTY LINE - PROPERTY LINE OF APPROX. 12" DRIVEWAY WIDTH MATCH EXISTING GUTTER i 3 I EXISTING PVMT. i* MAINTAIN 2% MAX VAFIES RETURN CURB TO HAVE DRAINAGE CULVERT Ir6" CROSS SLOPE ! (MIN. 18" DIA. RCP PIPE) A _ --_ __-- A ROLL AT RADIUS E DIMINISHING PROPERTY �n SECTINT A _ 3" T '1 - - —{— - —LINE EXISTING BASE MIN• 25' MIN. R. REMOVE CURB I, LONGITUDINAL SAMBULATORY IOPE A 10t NY RAMP DRIVEWAY APRON SHALL THRU RAMP �� JOINT - — ' —' ` BE 6" (28 -DAY CONCRETE NOTE: DEFORMED TIE BAR STRENGTH = 3000 psi) I _ _ _ _ _ #4 X TYING O.C. Wt #4 BARS(� 18" O.C.E.W. - - - - - _ - - - - ! ----- 1. LENGTH TI DRAINAGE PIPE FOR FOR TYING NEW SPHALTA�t T & 20' RESIDENTIAL DRIVES IS 36' MAX DRACULVERT EDGE PVMT. CONCRETE CONCRETE TO EXISTING & GUTTER ONO EN STALED ESTREET ED ONSWIOCURB SIDEWALK c� - - - - - - - - - - - - i - - - - - - - _ _ -L- 2. ALL DRIVEWAY PIPES WITHIN ONLY SECTIONS ONLY. NEAT ! ROW MUST HAVE CONCRETE -{ SAW CUT I NEAT iI SLOPED END SECTIONS �� F�'�r�� _ _ EQUA SLOPE) OR APPROVED AE� SAW CUT SECHONA A 1' TYPE "G" A NEAT -/EXISTING CURB & GUTTER TO ` TYPICAL DRIVEWAY i'NTR /� 1 V CE EXPANSION JOINT SAW CUT BE REMOVED. REPLACE STREET 1711 CULVERT j-�- •, I SURFACING AS NEEDED WITH ST2-02 COMMERCIAL DRIVEWAY ST2-03 U FLEX BASE'BARS, 18" O.C.E.W. 28 -DAY CONCRETE *MIN 6" HMAC STRENGTH = 3500 psi BORING OF STREETS FOR (TYPE C OR D) EXISTih'sG SEAL COAT/ HMAC DOWEL #5 BARS, 16" LG., EXISTING UTILITY PIPE IS THE CITY (8" INTO EXI 5T. PVMT.), GRAVEL STREET 6" STANDARD. OPEN CUTTING SAW CUT @ 18,10 COMPACTED CEMENT OF STREETS SHALL BE BY STABILIZED SAND APPROVAL OF THE CITY EXISTING CONCRETE o g" ° �' �° ^o b•" o ENGINEER ONLY. STREET '— :. •.r ..: ��... SAW CUT COMPACTED CEMENT';:' c 12 VARIES COMPACTED CEMENT 12" ST ABILIZED SAND OR STABILIZED SAND 2 FLEX E 1 � "07, *REFER HMAC SPECIFICATION 12" 12" I� i FOR LIFT AND COMPACTION 12" O.D. REQUIREMENTS BORING OF STREETS FOR 6„ UTILITY PIPE IS THE CITY SEE STANDARD. OPEN CUTTING EE BEDDING DETAIL FOR OF STREETS SHALL BE BY SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE O'D APPROPRIATE PIPE TYPE APPROVAL OF THE CITY UNDISTURBED SOIL -/UNDISTURBED SOIL-��ENGINEER ONLY. VARIES VF ARIES %ire n BORNG OF STREETS FOR i �.' O �I UTILITY PIPE IS THE CITY SEE BEDDING DETAIL FOR � ♦ . • � .• . s � STANDARD. OPEN CUTTING UNDISTURBEI SOIL APPROPRIATE PIPE TYPEOF STREETS { [� BE OPEN CUT OPEN CUT SEAL COAT/ ENGINEER LOFT ELCITYY VARIES 5 GRAVEL STREET OVERLAY STREET N. OPEN C ! T CONCRETE STREET GRAVEL w ST4-00 ST4-01 ST4-02 100' ROW ( O iI 40' 40' l ii —16' -- 16 16' UTILITY 14' 14I 16' UTILITY O EASEMENT12' 12' w EASEMENT (SEE NOTE 1) w (SEE NOTE 1) E� a =O > it 1-r F R V NOTES: 0112" HOT MIX STD. RIBBON CURB -\ I! z = ASPHALTIC 1. RURAL SECTIONS WILL NOT REQUIRE 16' wx H CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN C� Q U CITY LIMITS. w 1/2"/FT. SLOPE-. w ~ «.. ,...... ... . ...., p 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """"" • •`•• unvm� FOLLOW COUNTY SPECS AND STANDARDS w�p� MIN. 4"HMAC BASE j OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE I! LIMESTONE BASE 8% STANDARD ASTM D-698 AT 2MOISTURE CONTENT BETWEEN 0 AND iI +4% OF OPTIMUM I TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 1 NOTES: NOTES: CITY OF BRY !t11V 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" i1 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) The Cood Life, Teras Style. SIEVE _> 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED 3. FOR SUBGRADES WITH PI < 15 AND % PASSING THE #200 SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION, GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) k VARIABLE R•O-W (SEE NOTES) R VARIABLE B/C TO B/C (SEE NOTE 5) R R R MONOLITHIC CURB SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE W CONCRETE I I SEE W CONCRETE 6" REINFORCED SEE 5' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL SIDEWR:LK DETAIL CONCRETE (28 DAY SIDEWALK DETAIL STRENGTH = 3500 PSI) ( TYPE "D' JOINT 3%SLOPE-_► 3% SLOPE DRAWN BY C.L.M. _.....:....::...,:.:...zm DATE: 08-01-12 MIN. 4" HMAC BASE o LIMIT OF MEASUREMENTT 2' #4 BARS ((�� 18" O.C.E.W. 6' COMPACTED STABILIZED SUBGRADE 98% STANDARD LIMIT OF MEASUREMENT 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE �98 /o STANDARD FOR ROADWAY EXCAVATION (MID SLAB) I ASTM D-698 AT A MOISTURE CONTENT BETWEEN SCALE N T S FOR ROADWAY EXCAVATION BASE 95% MOD. ASTM-- I , ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND +4/o , M OPTIMUM) AND STABILIZATION ) 0 AND +4/o OF OPTIMUM. & STABILIZATION ° (LOCA STREETS)- APPROVED: W, P. K. � TYPICAL STREET SECTION TYPICAL SIRE' T SECTI ASPHALTICCONCRI;'TI;P.4VFAlL>\T ,ST4-Q4 RLI.VFORCEDCONCRTTT;PATT:NIT;iVTON sT4_ F I G U R E= 11 05 ,I i II _ II _ SHEET 1 OF 1! 1 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 2 4 30 WIDTH R.O.W WIDTH 70 100 40' 40' l ii —16' -- 16 16' UTILITY 14' 14I 16' UTILITY O EASEMENT12' 12' w EASEMENT (SEE NOTE 1) w (SEE NOTE 1) E� a =O > it 1-r F R V NOTES: 0112" HOT MIX STD. RIBBON CURB -\ I! z = ASPHALTIC 1. RURAL SECTIONS WILL NOT REQUIRE 16' wx H CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN C� Q U CITY LIMITS. w 1/2"/FT. SLOPE-. w ~ «.. ,...... ... . ...., p 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """"" • •`•• unvm� FOLLOW COUNTY SPECS AND STANDARDS w�p� MIN. 4"HMAC BASE j OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE I! LIMESTONE BASE 8% STANDARD ASTM D-698 AT 2MOISTURE CONTENT BETWEEN 0 AND iI +4% OF OPTIMUM I TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 1 NOTES: NOTES: CITY OF BRY !t11V 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" i1 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) The Cood Life, Teras Style. SIEVE _> 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED 3. FOR SUBGRADES WITH PI < 15 AND % PASSING THE #200 SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION, GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) k VARIABLE R•O-W (SEE NOTES) R VARIABLE B/C TO B/C (SEE NOTE 5) R R R MONOLITHIC CURB SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE W CONCRETE I I SEE W CONCRETE 6" REINFORCED SEE 5' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL SIDEWR:LK DETAIL CONCRETE (28 DAY SIDEWALK DETAIL STRENGTH = 3500 PSI) ( TYPE "D' JOINT 3%SLOPE-_► 3% SLOPE DRAWN BY C.L.M. _.....:....::...,:.:...zm DATE: 08-01-12 MIN. 4" HMAC BASE o LIMIT OF MEASUREMENTT 2' #4 BARS ((�� 18" O.C.E.W. 6' COMPACTED STABILIZED SUBGRADE 98% STANDARD LIMIT OF MEASUREMENT 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE �98 /o STANDARD FOR ROADWAY EXCAVATION (MID SLAB) I ASTM D-698 AT A MOISTURE CONTENT BETWEEN SCALE N T S FOR ROADWAY EXCAVATION BASE 95% MOD. ASTM-- I , ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND +4/o , M OPTIMUM) AND STABILIZATION ) 0 AND +4/o OF OPTIMUM. & STABILIZATION ° (LOCA STREETS)- APPROVED: W, P. K. � TYPICAL STREET SECTION TYPICAL SIRE' T SECTI ASPHALTICCONCRI;'TI;P.4VFAlL>\T ,ST4-Q4 RLI.VFORCEDCONCRTTT;PATT:NIT;iVTON sT4_ F I G U R E= 11 05 ,I i II _ II _ SHEET 1 OF 1! 1 CROSS SLOPE NOTES: ` 2% MIN. • 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS S @ 40' O.C.,CONTRACTIONJDINTS @ 4' O.C. DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES:- GENERAL NOTES: CROSS SLOPE SIDEWALK Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. 2%to 4°/u 2_% MAX., 1% MIN. -� �� 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) 1. CURB RAMPS MUST CONTAIN WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 0 THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION N A DETECTABLE WARNING 1, ALL SI OP RAR hnAXlMtlhn p n�nr PAVEMENT �- 'i (DwN LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED pRt THE LEAST CURB \I/ \Y! t i \ i WELL AS INFORMING DRIVERS WHERE PEDE DOMES COMPLYING WIT POSSIBLE SLOPE THAT WILL STILL DRAIN PR d \\Vi . il\ w0>w SYRIANS H SECTION 4.29 OF THE TEXAS PROPERLY 4. COMPACTION: COMPACTED OM ACTIO MATERIAL COMPACTED D A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS Q MAYBE PRESENT. NOT ALL LOCAT ACCESSIBILITY S SHOULD BE USED. ADJUST CURB R DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT IONS NEED THE STANDARDS (TAS). THE SURFACE MUST OF APPROACH AMP LENGTH OR GRADE CROSSWALKS MARKED; HOWEVER, TYPICALLY CONTRAST VISUALLY WITH ADJOINING SURFACES, ACH SIDEWALKS AS DIRECTED. /� \ / \� \ ��\ , n \ -�' a~o F INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. `\\�i� 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. COLLECTOR AND ARTERIAL STREETS DO. A5 STATED LANDINGS SHALL BE A 5' X 5' MINIMUM WITH v� 4as;tip:p: otct#; '; 4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. H A MAXIMUM 8' TYP. o Z p;0.itfp p 0 Op.a AND USUAL UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE z N p b a.;0 pAb: PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RA O NOTE: SEAL WITH EXPANSION a a sxoo a.p:: LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. MPS THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE JOINT MATERIAL SMOOTH DOWEL BAR p tt ac.:;ca:c.o. SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN cn 1/2"fd X D W TH O.C. R THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2• DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL _ REQUIREMENTS - BERMS MAY BE REQUIRED 114" R (COATED WITH HEAVY I CROSSWALKS 15 THE LONGITUDINAL {OR "LADDER" RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. > OUTSIDE OF THE SIDEWALK. 314" GREASE) STYLE). CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATEDw 3'-O" MIN. DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND 5'-0' VARIES- J 6" MIN PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 10" MAX. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 4.. I CURF3 SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED C _ * 2%AX ORBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK C „ i �m } "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP EITHER BE ACROSS On !I 4 'dew �operl* TYPICAL rIC AL PLACEMENT OF DETF,CT • THESE PREFERENCES WILL BE ALLOWED ONLY WITH CAUSE THE ADJACENT SURFACE IS y, 9. �tlin • alk Y {I r RECYCAS LED MATERIAL, IAN TRW RE ABLJE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SU PLANTING OR OTHER NON-WALKING SURFACE OR BECAUSE BY J.D. USSELL CO GRED 3" LONG METAL OR PLASTIC CAP INSIDE SEE NOTE 4 24" IN DEPTH IN THE DIRECTION OF SHALL BE A MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURBRRAMP OR EL� OTHERWISE, PROVIDE FLARED SIDES. APPROVED EQUAL DIAMETER TO BE 1116" GREATER-THAN WIDE AND 8 FEET IN LENGTH, SPACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CU 'b �' �' 9 • ti � ` DIAMETER OF DOWEL BAR. CAP MUST APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT SELECTIVE VA RB RAMP LOCATION, half v. BELONG ENOUGH TO COVER P M #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE Sf�e iz (R DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C. E.W. STRENGTH = 3000 PSI OF TWO 12-INCH WIDE LINES SEPARATED BY 6 FEET VALUE AND TEXTURE MAY BE T / CJ n(� 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED S FOUND IN THE CURRENT EDITION OF THE TEXAS 4" THICK MIN. V�`�-tJ" OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. CAP 151" FROM END OF BAR. � ) MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF PER TAS EE FINISH NOTE FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 1 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN Y. �r• !n� STANDARDS LANDING BY THE CITY ENGINEER. FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A Z MINIMUM OF 5' WIDE. MEDIANS SHOULD BE R v v.rt Q Z CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR ALONG LOCAL STREETS ~-r� ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. SIDEWALK EXPANSION C11V BION W jw CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, �' 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND j �[ T c CROSSWALKS WITH BRICK PAVERS STAMPED ASPHALT, AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE SIDEWALK V ALK SLOPE REQUIREMENTS Q� o ~� DETECTABLE WARNING SURFACE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK C)C CONSTRUCTION JOINT (DOMES TO RUN PARALLEL TO RO-REFLECTIVE, THERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE SW I-00 PEDESTRIAN TRAVEL) STRIPING. ALIGNED WITH THEORETICAL CROSSWALKS, OR AS 4" MAX DIRECTED BY THE ENGINEER. 4"x4"x3/16" STRUCTURAL STEEL TUBING AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN 3'-0" MIN. IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 8' O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. SAWED OR FORMED, 6'-0" VARIES 1/8" TO 3116' SEAL WITH EXPANSION ' JOINT MATERIAL, MIN. _ ob.:a:bco'do:on. E- 2%MAX. ( Z ;p:o;0o::a:�;p:d:A: SIDE FLARE 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 5„ 318" R _ _ "' 4:a.ap;o:p:ott;o< (TYP.) CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSESX. j Qb (PENETRATES) A CURB. 50" SEE NOTE 4 11. SEPARATE SIDEWALK AND B RAMP AND LANDINGS FROM ADJACENT Y OTHER ELEMENTS WITH PREMOLD OR � BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY 4.. 'MIN FACE OF THE ENGINEER. ITT 10" MAX 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 4 6' O.C. � #4 BARS @ 18" O.C.E.W. OR STRENGTH NC 0 0 PSI CURB CONNECT TO THE STREET. y 4 THICK MIN.) TYPICAL PLACEMENT OF DETECTABLE ( 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG -4"x2"x3/16" STRUCTURAL STEEL TUBING SIDEWALK CONTRACTION JOINT SEE FINISH NOTE WARNING SURIiACE ON SLOPING RAMP' KUN CURB LINE. STEEL TUBI STRUCTURAL 1 "x1"x3116" STRUCTURAL STEEL TUBING STEEL TUBING T T �+ SEE CONNECTION DETAIL SWEEP SAND ALONG MINOR COLI ,1`.`-'�+(� TORS �7W2-01 MIN 81, INTO ALL JOINTS AND LARGER 1„ 2t GENERAL NOTES (PAVERS) 4^ MAX 24" FURNISH DETECTABLE 6„ CONC. SIDEWALK �1/8" WARNING PAVER UNITS MEETING ALL 3-112" 2-3/8 -� REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO TYPICAL PEDESTRIAN. PA N O 112" DIA. BOLT R Z UNIT WEAVE TIER RAS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS GUARDRAIL CONNECTIONDE,TAIL F JO LANDING 1„ Q z CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT 7.5" ACCEPTABLE W> V 4" 2" O DETECTABLE WARNING PAVER UNITS USING A POWER SAW. PAVER MATER AL AFFIC RATED8. 0., _�VARIE3- a�� 0000 �1„ w;w LANDI SWI-OI ; > 6., F 2% MAX. 8„ a ice- o GENERAL NOTES: - - ==• .,,.; DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET DETECTABLE PAVER WITH TRUNCATED E 1" MAX. SAND LAYING COURSE 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH „` SEE NOTE 4 wa - v E T YARNING PA TER R AND USUAL EXPANSION JOINT " TRUNCATED D T� OME SURFACE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 � ma SIDE FL E A AS REQUIRED. ��4' SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ACCEPTABLE � � 1:10 SLOP o _Z A 1"MORTAR BED -SHALL CONFORM TO ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIC RATED 28-DAY CONCRETE a MAX. iv SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. PAVER MATERIAL • (TYP.) (TYP) CONTROL STRENGTH = 3000 PSI `- (TYPICAL) R L JOINT PERMISSIBLE #3 BARS @ 12" O.C.E.W. OR (4 THICK MIN.) �- _ q =- APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS T m #4 BARS @ 18" O.C.E.W: SEE FINISH NOTE _ c BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SIDEWALK PAVER 1�R SECTION ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALONG MINOR COLLECTORS FACE OF e _ 6' CURB MINA" ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. (TYPICAL) 4' RAMP WIDTH (TYPICAL) CURB OF No. 3 REBAR (TYPICAL) TRUNCATEDDOMEPA�'TERN 16 MAX,)ON- ENTER ALL TRAFFIC SIGNALTXDOTS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LAR RG �'R BOTH WAYS CLASS ACCORDANCE WITH 3.23 STANDARDS j �j CURB RAIITP SS A CONCRETE - SHALL CONFORM REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CONCRETE SIDEWALK TYPICAL AMBULATORY RAMP W� TO APPLICABLE SPECIFICATIONS i rLARED WINGS SWI-02DETECTABLE WARNING PAVER SECTIONAASW2-02 _ SW2-03 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL THE PLANS. BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN ""VARIES 4' "'VARIES THE PLANS. 3116" NOMINAL VARIES ` NEENAH GRATE BOLTED IN PLACE OR APPROVED 3' GREEN SPACE J e ANNULAR SPACE EQUAL . e°.-;,; G•9,A0/G 8. "° •',,. SIDEWALK ° ° L,9'9 .. \yn IL S .°' a F \f' DETECTABLE S' SIDEWALK- WARNING WARNING ... SURFACE s^ -{ No. 4 BARS AMP :.#. r I AMP �:. :r. WTA LE \ L - M {TYP) VARIES ARN PROPERTY LINE \ `! _ SURFACE PROPERTY LINE \ 6� TRENCH GRATE MAY ONLY BE 1p I& ALLOWED WITH PRIOR APPROVAL r'S O/Gs� h ?S G y . e .' a WHERE THERE IS NO FROM THE CITY I AND OTHER P ) p S'� °' ' . '• STORM SEWER SYSTEM " 23'(10- CURB RADIUS) Xq 'S%9 AVAILABLE. 21.5'(20- CURB RADIUS) '.c > . '. 16.5'(25'CURBRADIUS) F� \ '°::.•e \ a ** 23 (10 CURB RADIUS) \ w -Y CROSS SLOPE NOT TO EXCEED \ w w \ o 2% OR BE LESS THAN 1% ON ANY a w 21.5' (20' CURB RADIUS V5 � PORTION OF RAMP OR TRANSITION ' 16.5' (25' CURB RADIUS ' TO STREET O e I ° { � CROSS SLOPE NOT TO EXCEED Y 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION ° TO STREET 5' 3' g• Lsvmehic• Tl ew 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK-AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION SW3-00 RAMP AT STREET INTERSECTION TRENCH GRATE SW3-01 SW3-02 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED •,r 2% OR BE LESS THAN 1% ON ANY CROSS SLOPE NOT TO EXCEED PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY R E TO STREET / TO STOON F RAMP OR TRANSITION / PORTION OF RAMP OR TRANSITION / TO STREET / +0 O� ' y Y LINEPERTY / 1 PROPERTY / DETECTABLE LINE / PROPERTY WARNING. / DETECTABLE LINE / - SURFACE WARNING / DETECTABLE J 8' SIDEWALK - SURFACE lk1' WARNING 1 + 1' �yJ y - y SURFACE �+ Z °• RAMP* aRAMP* :•&:.:� 6' SIDEWALK AMP* n�`e � 5' SIDEWALK Bt:B in SLOPE `''•s'S 1:12 `�/ SLOPE SLOPE MAX. 3' EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH BACK SMOOTH DOWEL BAR BACK CAP 12" O.C. 1/2" DIA. X 16" WITH OF CURB 1/2"DIA. X 16", WITH ' OF CURB BACK-/ CAP (COATED TC } W/HEAVY 12" O.C. �OFCUB 6MIN.(COAED W/HEAVY (COATED AE GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBUI�A.TORY RAMP 5' SIDE WALK AMBULATORY �P AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSE CTION & DRIVES SW3-03 r SW3-04 I sw3-0-5-11 r I"I Gn JGVIIYIGIY I-LNVGIY IAV 9 1 I..L PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SPRY 6" MIN. DEPTH STONE 'VARIES EGES (bASTM D448, 3" TO 5 lAMETER100 PgN GEOTEXTILE FABRIC rag lOVERoo :, 50 WITH SAME SQUARE S . 001 FOOTAGE iG METAL T -POST AS \REQ'D TO MAINTAIN iii ai EXIS ZING STREET—� i \ 7NOTE: DRESS WITH ADDITIONAL - HAY BALE MIN. STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC Ip ui STREETS. GEOTEXTILE N N FABRIC EROSION CONTROL ALONG DITCH SECTIONA A SUBGRADE SMTPI-OlCONSTRUCTION EXIT SILT CONTROL 2"X4" WIRE MESH SWPPI-02 FASTENED TO T -POST (r SEDIMENT CONTROL FABRIC ENERAL'.NOTES: FASTENED SECURELY TO G T-POST & WIRE MESH METAL T -POST AS 8" OF FILTER FABRIC TO EXTEND ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY SPACED 6' APART WITH COMPACTED BACKFILL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS ALLOW 2.5' TO 5' AT TOE OF SHALL BE SEIS PRESENT, R SODDED WITHIN 14 CALENDAR DAYS OF EBLOCK SOD WILL BE REQUIRED. BARED AREAS SILT FENCE AND/OR SLOPE FOR SEDIMENT TO DED�o HAY BALES TO BE ACCUMULATE. ALIGN FENCE LAST DISTURBM USED IN AREAS OF ALONG SLOPE CONTOURS. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAINAGE FLOW DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY ALL STAY IN PLACE UNTIL ACCEPTABLE NATURAL GROUND / �/) ' (RECTION OF FLOW VEGETATIVECONSTRUCT( GROWTH ON AND HS ESTABLISHED AFTER CONSTRUCTION IS DI COMPLETE AND THEN REMOVED BY CONTRACTOR. 4. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF I SILT AFTER EVERY RAIN. 4"X4" MIN. TRENCH 20" SILT FENCE ASSEMBLY SVVPPI-03 N C) i i r; h it i i' i; i Iz u _ w (I II II �I 1 Y� Colon o rl li con 1 0--717 (—I u ?' �F- fxs y �rh u G 41 � ^'a L ,a C w II H li iI I� i it i �I CITY OF BRAN ii 71ie Cood Life, L eras 5011e.. DRAWN BY: C.L.M. DATE Q$ -p1-12 SCALE N T S j APPROVED: W. P. K. FIGURE h Di D I SHEET 1 OF 1 NOTES: SEE NOTE 7 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEUCONE SECTION. STD DUCTILE IRON MANN L MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >08in. <30in. 6 FT >_36in. NOTE: ry S ARNINO S S SEWER SIGN xaxxo�e 3. MANHOLE BASE THICKNESS AND FOUNDATION AND FRAME (30" DIA, OPENING) OVER MANHOLE SIGN N' FROM FLOWLINE TO RIM AS FOLLOWS: OR EQUAL (SEE DETAIL S5-02) 6'-0" MANHOLE DEPTH (FT.) BASE THICKNESS 0-12 - _ _ _ _ _ _ _ _ _ -8" STD. DUCTILE IRON MANHOLE �� T MIN• 12 AND OVER _ _ _ _ _ _ _ _ _ 12" COVER AND FRAME(30" DIA. OPENING) OR EQUAL 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: 12" MAX, SEE NOTE 1 1,,;. _ LOCATION COMPACTION REQUIREMENT 12" MAX: ' n PAVEMENT_ _ _ _ _ _ _ _ 98 %STANDARD PROCTOR - ASTM D 698. 2'-6" SEE NOTE 1 > 2'-0" LANDSCAPE AREA_ _ _ _ 90 % STANDARD PROCTOR - ASTM D 698 CLASS "A" CONC. PRECAST REINFORCED 5. NO RINGS ARE REQUIRED OUTSIDE OF 3000 PSI IN 28 DAYS CONC. MANHOLE SECT. 2'-6"( ° STREET RIGHT-OF-WAY VARIES VARIES ASTM DES. C-478 A (SEE TABLE) _ W GREEN HEAVY DUTY 6. IN W, THE CON SH AREAS OF CONCENTRATED VARIES . ; WING CHANNEL POST FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE PLUG BACK FILL AROUND MH THE BASE FLOOD ELEVATION OR A BOLT DOWN g° 8 `MIN: T(]- BACK FILL AROUND SHALL BE AS PER NOTE 4 WATER -TIGHT RING AND COVER SHALL BE USED, MAX MH SHALL BE AS 51 VARIES VARIES SIZE X SIZE VENTED WHERE REQUIRED. PER NOTE 4 (SEE TABLE) RUBBER -GASKET JOINTS 7. WARNING SIGN ONLY TO BE PLACED WHERE T 112 LFT W/ MORTAR SEALANT SEWER CROSSES OPEN FIELDS. INSIDE AT ALL JOINTS �- 9 9„ / MAX MIN: PLUG `` 6" MIN. 2'-0' L 112"I .. #4 t' INVERT 3/4 DIAMETER OF PIPE . - 1!_011 UP TO 24". 24" AND LARGER b- NC SHALL BE FULL DEPTH INVERTS. ' > >'� RE STEEL IN THE BASE WATERSTOP-PIPECONX BASE CITY OF COLLEGF MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) #4 BARS BENT (a) 90A AND T NOTE: DEPTHS GREATER THAN 12' TIED TO WALL AND BASE. OUTSIDE DROP WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX REINFORCING STEEL IN THE MANHOLE ADAPTER SEAL, /#4BARS, 8" O.C.E.W. BASE. OR APPROVED EQUAL. ONLY A1,L0TT'7:D FOR TjAINLLNI (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' (0 'AND LARGLIV WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTI1V PLACEAL4NHOLE PRE, -CQST11IA1VHOLE STANDARD 1\LA.NHOLE - 51-00 ORIGINAL GROUND OR NOTES: AU SELECT NATIVE MATERIAL BOTTOM OF SUBGRADE ., .....: 1. FO R BEDD /NG AND TRENCH/NG WITH/NAGE EX/ST/NG PAVEDAREAS, MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ,2' `170 SEEDETA/LS FOR OPENCUTSTREETS. (Details S74-00, ST4-09 ST4-02). ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) "' """ (A SELECT MATERIAL SGCNA -fl TH/SNOTEDOESNOTAPPLYTOSTREErSBE/NGRECONSTR(JCTED. INCHES IN THE LARGEST DIMENSION), COMPACTED TOA - MINIMUM OF 90% OF MAXIMUM DENSITY AS DETER �- QA SELECT MATERIAL ` 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE MINED BY 8"-12"MAX. Y ©CEMENT STABILIZED TO ANSI/AWWA STANDARDS FOR PVC PIPE. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND 3 OPTIMUM TO +4%OF OPTIMUM UNDER NON-STRUCTURAL © (MANUALLY 8"-12"MAX. ': 24" MIN. ALL URAL BEDDING & INST ALLATION OF DUC TILE IRON PIPE SHALL BE IN ' / CONSOLIDATE A REAS ie.. / .YARDS P AST ( URESB L ACCO EASEMENTY ACCORDANCE S AND TO( TO ANS A / I/AWWA C S 150/A21 5 ) � STANDARD . 0. RD CROSS o AT OPTIMUM � p, Uq i O SO I M NIMUM O E F 98 /o OF. / ' MA XIMU M DENSITY AS DETERMINED I M NED MOISTURE) i I TU RE �T�P L TI �jq MU�]' 4. COMPACTION 3" S SHALL BE BY ATTAINED BY MECHANICAL TAMPING. ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN MOISTURE OPTIMUM TO +4% 6" BELOW ) d/oOFOPTIMUM ) UN DER �:.4. AREAS PIPE BELL 6" BELOW 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR AND STREETS TO BE RECONSTRUCTED, p,p, PIPE BELL .... - PLANKING PLACED AT THE END OF EACH WORKING DAY. J UNDISTURBED SOIL ; . PIPE O.D. UNDISTURBED SOIL - © GRANULAR MATERIAL O.D. � .PIPE 90* SEND MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE SEE BASE 6" MIN./12" MAX.OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC O.D. NOTE FOUNDATION 'MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR 6"MIN./12" MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS:. TAPE AT A MINIMUM OF 24" MAXIMUM LIQUID LIMIT 45 ABOVE TOP OF PIPE #4 BARS 8" O.C.E.W. -DEPTHS MAXIMUM PLASTICITY INDEX GREATER THAN 12 FEET WILL REQUIRE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON-STRUCTURAL TO BUPA TED 2 MATS OF REINFORCING STEEL IN THE MINIMUM PERCENT PASSING 314" SIEVE BASE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL AREAS NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. OR STREL'TS TO BE RECDIV STRLjCTED © CEMENT STABILIZED SAND CITY jjT OF OUTSIDEDR(BEDDING AND TRENCH FOR DI PIPE & PVC PIPE OnzYTr�1EN Sl -01 APPROTTJ NOTES: NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF NOTES: OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. NEW MANHOLE.AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING 2. CHAMFER EDGES 3/4". 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM MANHOLE. DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF ENCOUNTERED. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN REQUIRED BY THE PLANS. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2" TOLERANCE. MANUFACTURERS REQUIREMENTS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIP5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS E, COMPACT SUBGRADE. PLACE AND 4. CONCRETE SHALL BE 3,000 P.S.I. DESIGNED BY A PROFESSIONAL ENGINEER. SHALL BE COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST, PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT. A 4 BAR HOOPS, ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING • " O.C. PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE2 o TO GIVE SMOOTH EDGES. l PIER DIA. AS SHOWN a Q • ON PLANS tl d a 3" CLEARANCE CONCRETE PIPE O.D. + 18"--->MININMUM PIPE O.D. BLOCK PLUS 4" PIP, O.D. PERIPHERAL "STARTER" HOLES 1 S�CIIONA fi (SEE NOTE 1.) 1 \� � 'MAX. / ' \ OPENING CREATION DETAIL AL! 1 MANHOLE CONNECTION DETAIL B ° o - - PROVIDE AWATERTIGHT VARIES SEAL. RAM -NECK GASKET OR APPROVED EQUAL ° ° AROUND THE PIPE AT MANHOLE SECTION MANHOLE WALL. MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. EXISTING REMOVE INVERT AS REQUIRED PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 SEWER FILL-IN BETWEEN DOG HOUSE FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL PLAN 1"/FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK BASE CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE EXISTING INVERT AS REQUIRED. 4" WIDE X 318" THICK STAINLESS STEEL WALL SHAPE. STRAP (PRIMED & PAINTED) FORMED TO NON -SHRINK PERMIT SNUG TIGHTENING OF PIPE TO GROUT DIAMETER PIER (2 READ. PER PIER) .. 1,_0„ ARIES DUCT DUCTILE IRON PIPE 6" OF GRANULAR BEDDING 2" CLR. NON -SHRINK SYNKO-FLEX PREFORMED (TYP.) GROUT WRAP WITH ONE 11 ��gg VqN AER OF TAR PAPER AI HI" BOLT SIZED j&EL TO ECU RED PLASTIC ADHESIVE NEW INVERT • WATERSTOP, OR APPROVED PIPE O.D. �_ PREVENT BONDING TO VERTICAL REINFORCING STEEL 13 REBAR (14" LONG) EQUAL. (SEE NOTE 3.) - PLUS 18" EMBEDDED AND EPDXYED INTO MANHOLE MANHOLE P - P TER WATERSTOP-PIPECONX WALL 3". (SEE NOTE 2.) MANHOLE ADAPTER a� CITY OF COLLEGE STATION MANHOLE ADAPTER SEAL, PIPE O.D. SEAL, . ( APPROVED OR APPROVED EQUAL. PLUS 18" EQUAL. (2 REQ'D) (2REQ'D)LL w WO A ' a A Up XDC � GRAVITY SERVER DOGHOUSE MANHOLE L! 1 CONNECTION DETAIL SECTION VIEW, 0 CONNECTION DETAIL SECTION VIEW B.1 B.2 �oa VERTICAL STEEL AS PER TABLE #4 BAR HOOPS, 12" O.C. EDWUp, Zai DO OUR CONC. AGAINST ED STANDARD MANHOLE TIE-IN EARTH �W INTO HOLE ` m TYPICAL CONCRETE DRILLED PIER FOR AERIAL SENVER 53-00 S3 - NOTE: MANHOLE BASE SHALL BE ON FIRM SUBGRADE. ADDITION OF CEMENTPLACED STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH, GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL .,., GRADE RINGS FOR ADJUSTMENT TO FINISH 18"MAX i GRADE AS PER DETAIL :: r ,�:. •';;.; �- �3TATION S1 -02 - NOTE 1 11 V HOLE PRECAST FLAT -TOP LID �- (J1VY�'GTIONS ; • • I I BACK FILL AROUND MH ?:'i VARIABL Sp nSHALL BE AS PER i G _ lJn l/ DETAIL S1-02 -NOTE 4 ) THICKNESS I (MIN) OTE: MANHOLE BASE SHALL BE PLACED ON FIRM USE RAM -NECK SUBGRADE. ADDITION OF CEMENT STABILIZED GROUT •' ( .' SAND OR GRAVEL MAY BE REQUIRED TO O-RING, OR ; APPROVED EQUAL STABILIZE FOUNDATION. PVC IN JOINTS i CROSS '` t SEE PLAN OR PROFILE FOR PIPE - - - SIZE, TYPE AND INV ELEV - PVC PIPE SIZE EQUAL TO i 1-314" STAINLESS INCOMING PIPE SIZE STEEL BANDS -118" THICKNESSTYP) W/ 45° ELBOW (TURN W/FLOW 5/8" STAINLESS STEEL & GROUT IN PLACE) i BOLTS W/EXPANSION ANCHORS (TYP) it STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT � STANDARD CROSS T T P OF OFF T OF THE 1 LARGEST PIPE IN MANHOLE 5" MIN . 24" MIN. •.��::":?; ARS 8" O.C.E.W. O �; ; ':\ � #4 B p'•� ARIES STABILIZED ANCE ENT STABI L S M DAS WN .t S HO 4., -yI Z ! ro- NOTE: DEPTHS II G. GREATER E T R 1RIES fi THAN 12' WILL REQUIRE VARIES` -�-3" 2 MATS OF REINFORCING i .:. `I STEEL IN THE BASE 3„ A � r 90* BEND 6,. MIN. �.•• i� STANDARD DR ! P MANHOLE ��®1 WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, (2 APPROVED EQUAL. CITY OFBRYA:V- DROP MA. HOLE TO 13F tiSFD UlIT (2 REQ'D) LIiVL;S LIP 7'0 12'],VSIZE CITYOFCOLLECES'TATIOlV -DROP"VAlVHOLE TO r BE, USED OPV LfjVES It TO [INT S17 �RAYN MANHOLE IYCM" ENCINFV? S2 -0l ES2-02 I f Ii 2" [51mm]] LETTERING 33-1/4" DIA LETTERING STYLE: [845mm] BOOKMAN OLD STYLE 32-3116" DIA 2" (51mm1 LETTERING [818mm] ?'f q LETTERING STYLE:" (2 ) PICKBARS BOOKMAN OLD1/46mm11 DIA .STYLE rr 1- 9/16" 'A- NEOPRENE GASKET [40 r" , 8j ••� 0 � (2) PICKBARS 4-4- 1/2" C'®q 2„ 2„ V Z a 7116., [114mmJ M ® [51MM] Jill[51MMJ L[11mm] 3. � • [762mm) cnYOFeRraN N 2-9/16"----33-15/16"DIA- ----� [8mm] [65mm] [862mm) `sF E R NARY �y� 40-314" DIA [1035mm] 2" [51mm1 LETTERING ��a� �; R 2" 51mm LETTERING xrY LETTERING STYLE: �° T N PRAIIIESECTION BOOKMAN OLD STYLE PLAN VIEI�Tr LE ERI G STYLE: � a g Q BOOKMAN OLD STYLE P - 4 MACHINED SURFACE )j [96mim „ ' _ 32" DIA ] AT [813 mm] L_ [62m" ` �„� � •-� [16mm] [38 mm] }�( 82mm] 7/8" p I-fi l �'oW23 2-7/8" [22mm] LW1 [73 mm] I R 1-3/4" 1" DIA X 4" LG ! T� CONGER SECTION [R44mm] H.R.S. ROD `./ PIC10, IR DETAIL NOTE: --� CITY SPECIFIC SANITARY SEWER B077011I TIET/Tr STANDARD MANHOLE LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OFCOVER 1�TG A ISTD COVER BE USED ON PRIVATE SEWER P T 1t1 -1V A y; C SYSTEMS. DUCHLEIRON V-1432-3 54-01 13/16" 3-•� 3116" 38" DIA .250" 30-3/4" 3/4" (2ommJ 96mm 32964" DI) NEOPRENE GASKET [781mm)DIA. [20mm [6mm] 180" ID OF GROOVE 1 [819mm] [5mm] �1J2" 30" DIA 1-112" W"/H [13mm] 77!8„ �7/8" 762mm [38mm] 102 [22mm] [ 3mmj [ mm] BOLTHOLL SECTION 1-3/4" 1" (25mm) DIA. [R44mm) X 51/2" 140mm]; ��33-11/16"DIA 32-5116" DIAAIACHINT GR00T/T LG STEL ROD [821 mm] 1-1/2" - 30" DIA DIA 8 DETAIL. [ mm] 1/2" PICKBAR [821mm] DETAIL GASfKET GROOVE FOR �[762mmJ I I.mmrI38mmJ 1RUIE�S'ECHION PNEOPRENEGASKET 1A. • 2-7/8"mm] J MACHINED SURFACE CITY 1 OF BRYAl y 2" r51mm) LETTERING [73The COOCJLIiC, Teras Scylc." LETTERING STYLE: COVER SECTION Bookman Old Style 2" r51 mm LETTERRLNG RECESSE� FLUSHED (4) 5/8"-11 NO X 2" LG (4) 5/8I'-11 NO X 2" LG (� l 7- HEX SS CAP SCREWS %, HEX SS CAP SCREWS & NARROW ZINC PLT, �, .q & NARROW ZINC PLT. & o 0 82RUBBER WASHERS OV O RUBBER WASHERS 4" [51mm] 4„ o G Z [51mm] [102mm] ® [102mmj f�$' h - V -2E32.3 °I CITY OF BRYAN N rnw. A Y ICKBAR 2"51mm1LETTERING BRAWN BY: C.L.M. 2" [51mm) LETTERING (2) PLACES RECESSED FLI,JSH LETTERING STYLE: DATE: 08-01-12 Bookman Old Style PIAN TIT T'V B0TT011I TIET r l S C A l E: N T S NOTE: CITY SPECIFIC SANITARY SEWER WATER TIGHT MANHOLE RING AND COVER APPROVED: LIDS TO BE USED FOR PUBLIC W. P. K. SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER DUCTILE IRON V2432-3 F) G U R E ' 54-00 SYSTEMS. 0 A n2 . J l I SHEET 1 OF 2.i SEWER FNp DROP INFLUENT O,cp'PIPE PIPE /NG MAIN SEWER PIPE PLAN r N O N N O 4' 2' 2' 2, 2' NEAREST BELL-MAX,MAX 6'8" TYP. MAX 6'8" TYP. 6'8" TYP. MAX STRUCTURAL BACKFILL AREA JOINT (TYP. INCLUDES ALL PAVED AREAS 1" MA (SIDEWALKS, STREETS, ALLEYS, EA. END) CLR. - D > RIVEWAYS,AND PARKING AREAS) r � AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT o STABILIZED (OPTION NO. 2 IN cfl S1-01) OR EXCAVATED SOIL a0 COMPACTED TO 98% MAXIMUM DRY 8" T 1" MIN. CLR. � DENSITY AS PER ASTM 0698 STEEL CASING Z `� WITHIN OPTIMUM TO +4% WET OF CARRIER PIPE CASING SPACER O o OPTIMUM (OPTION NO. 1 IN S1-01) 1 -PC. PULL -ON WATER ADJUSTABLE TOP RUNNERS cn m TIGHT NEOPRENE END SEAL W/STAINLESS TO MAINTAIN 1" MAX CLR. > cn STEEL CLAMPS "APS" 30° w OR "PSI" MAX NOTE: BAND CLAMP STEEL CASING (C(ASING SPACERS -RUNNER MIN. AT sPRINGLINE IVIINR(2444DIADIASC SING)OR STAINLE S STEEWIDE L(TYPEBAND OS;AINLESS STL. TYPE304; 8" WIDE BAND W/ PROVIDE4 POLYMER RUNNERS; CENTERED _ RUNNERSAT NEOPRENE INSULATION SLEEVE j OR NON -CENTERED; CLEAR BELL, BOTTOM 45° BETWEEN PIPE AND BAND �� RESTRAINED FROM FLOTATION; MIN B/C �F ? 5' INSULATED; "APS, INC., MOD SS18" POLYMER RUNNER (TYP) OR "CASCADE.. CASING DETAIL 55-03 GENERAL NOTES: 2'-0 2'-0PAVEMENT AREAS MIN. MACHINE BORING MIN. MIN. I ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 5 5 Q r OPEN CUT OPEN CUT (TUNNELING) BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE B/ LIMIT LIMIT C I' GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE WIDTH OF PAVEMENT °.:-- SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. + °• : : ^SIDEWALK. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' -"1.11,11,111, T ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL' I STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED 3'-0" MIN. SIDEWALK MAY BE AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. OPEN CUT OR BORED ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BYTHE ENGINEER EVERY RAIN. T TCT lJ T TRAL STEEL CASTING STR lJ ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AS REQUIRED CARRIER PIPE NOTE: BACKFILL AREA 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." APPROVED BPREFERRED THE CITY WET BORING ALLOWED ONLY WHEN 5.5-00 METER BOX OR STANDARD TYPICAL URBAN RBCll V CITY CLEAN-OUT BOOT STREET CROSSING 55-04 NOTES: 1. FURNISH AS SHOWN ON PLANS b AND/OR AT EACH MANHOLE WHERE MACHINE BORING SEWER LINE CROSSES OPEN FIELDS (TUNNELING) BLACK ARNING TEXT � 2. SIGNS TO BE CONSTRUCTED FROM SHOULDER SHOULDER 20 GA. STEEL BAKED ON ENAMEL VARIES VARIES 10„ FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD 6" CLEAN OUT STACK CONTACT THE CITY AND AT OTHER LOCATIONS AS 5'-0" IDTH OF PAVEMENT 5'-0" DIP OR PVC \ BEFORE EXCAVATING SHOWN ON THE PLANS. FURNISH MIN. MIN. FOR EARTH, SEE SAME NUMBER OF REPLACEMENT EIE BEDDING AND SIGNS AS FOR EACH INSTALLED L TRENCH DETAIL YELLOW (OMITTING MANHOLE NUMBER _+ BACKGROUND 4' N MANHOLE SIGN) „ '• _• -, (NOT A SEPARATE PAY ITEM). 3'-0"BELOW DITC FLOW LINE. CEMENT STABILIZED MANHOLE SAND AS SHOWN :::�\� 7" NO. \ 2" BLACK PRESSURE 2" CUSHION REQUIRED � N CARRIER PIPE j FOR ROCK, CONCRETE SENSITIVE NUMBERS NOTE: STEEL CASING ( ) TO BE ADDED AFTER T BASIC SIGN HAS BEEN 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING PAINTED SEE CITY STANDARD SPECIFICATION FOR WATER AND NOT LESS THAN 3" 1 U" I r'�9 BACKGROUND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. STANDARD CLEAN 3. DRY BORING IS REQUIRED. JL OUT FOR MAIN LINE SEWER WARNING AND MANHOLE TYPICAL RURAL STREET CROSSING 45' BEND S5 -O l IDENTIFICATION SIGN 5,5-02 55-05 NOTE: ..,. NOTE: ! ,' 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS d 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" 2. ALL SERVICE CONNECTIONS & w BELOW PROPOSED BACK OFCURB, EXTENSIONS ARE TO BE INSTALLED O MIN. SLAB ELEV. MUST BE SET TO WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 d• z ALLOW SANITARY SEWER SERVICE. DNC. CURB & GUTTE SIDEWALK (TYPICAL) w 2. MARK EACH SERVICE END WITH SEE NOTE 5 i 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE 0 METAL "T" POST PAINTED GREEN. CONC. CURB SIDEWALK- (TYPICAL) CONTRACTOR AT THE ROW FOR /// // /// / & GUTTER EACH SERVICE. CLEANOUT SHALL � SIDEWALK "" �' � � 3: ALL MATERIAL SHALL ASTM 4" PVC EXTENSION M INCLUDE BRASS PLUG. D3034 SDR26 W/GASKETS ///\///\///\ / \ W/PVC CAP I4. ALL SERVICE CONNECTIONS & p SIDEWALK " ' ' (SEE NOTE 3) 2 0' 4. CLEANOUTS ABOVE SHALL BE EXTENDED 4 // // ///\ 1 a EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. PVC WYE WITH FEET ABOVE NATURAL GROUND. CLEANOUT WITH THE MAIN LINE CONSTRUCTION. // / ///\ CAP FITTING SHALL BE PLACED ON TOP. 1 I pw ( SEE NOTEIL z 5. A CLEAN OUT IS REQUIRED AND i 73.5'MAX. TE 1 J AND OTE 7) ( (SEE NOTE 3) i (L z CAP 16> ui 5. LOT CORNERS SHALL BE MARKED WITH I 2' aj '' WILL BE INSTALLED BY THE PLUMBER 0 CL J A LATH UNDER THE SUPERVISION OFA k� WATER LINE AT THE ROW FOR EACH SERVICE. RPLS UPON COMPLETION OF MIN. 4' BURY WATER LINE CONSTRUCTION i ( ) 6. LOT CORNERS SHALL BE MARKED WITH I Z PVC (SEE NOTE 2) 4' A LATH UNDER THE SUPERVISION OFA (MIN. 4' BURY) IL RPLS UPON COMPLETION OF 1 PVC (SEE NOTE 4) ZII 1 sor, 2.0' 2' DESIRABLE ' � SEE NOTE 3 CONSTRUCTION � i � 1 7. WHEN SERVICE CONNECTION IS DEEP, v p )_ CONTRACTOR MUST PLACE A VERTICAL 2' DESIRABLE `t:< 2' PVC 2.0' (SEE NOTE 2) _ - PI STACK THAT SHALL BE BROUGHT WITHIN 1 O \ f� 2.0' 3-1/2 FEET BELOW NATURAL GROUND. 2' PVC STD. 45° PVC BEND-� '-'---- W f TEE WYE SERVICE FITTING (SEE NOTE 4) 2'O F SEE NOTE 5 STD. 45° PVC BEND ) \ W ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8o SEND) (TYPICAL ( TEE WYE SERVICE FITTING ° STD. PVC COUPLING (WIPE IS NO tTO BE MIN. TASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8BEND ALLOWABLE HORIZONTALLY) O BE PLACED SEWER LINE STD. PVC COUPLING ° ° TAPPING AREA W/GASKETS 1.0%MIN. ) O ALLOWABLE (PIPE IS NOT TO BE PLACED SEWER LINE PLAlV � l TAPPING AREA HORIZONTALLY) V PROFILE �. ,5..,6 ;Tq p _ PROFILE BOTTOM LIP OF CONNECTINGCITY OF BRYAN PIPE SHALL NOT DIP BELOW �j SERVICE C C CITY 1 OF COLLEGE S ION � CENTERLINE OF MAIN. SEWER �,1ER V ICT LINE CROSSING BOTTOM ALL NOTNNECTIO PIPE SEWER SERVICE LINE CROSSING CENTERLINE OF MAIN. 56-00 S7-00 TO BE LOWERED TO FINAL NOTE: O R -O -W OR EDGE GRADE AT TIME OF OF EASEMENT PLUMBER'S TIE-IN 1 ° WHERE DOUBLE WYE ELEVATION IS LESS THAN 2' 7E v BELOW PROPOSED BACK OFCURB, 4" PVC EXTENSION R -O -W OR EDGE OF EASEMENT W/PVC CAP R -O -W OR EDGE R -O -W OR EDGE OF EASEMENT i 0: TO BE LOWERED will MIN. SLAB ELEV. MUST BE SET TO Ill TO FINAL GRADE w~p ALLOW SANITARY SEWER SERVICE. (SEE NOTE 3) OF EASEMENT p w AT TIME OF d VARIES z 2.0' mz PLUMBER'S TIE-IN w� I� 2. MARK EACH SERVICE END WITH 1 VARIES a-1 yp �� METAL "T" POST PAINTED GREEN. 1 2' I VARIES z 3. ALL MATERIAL SHALL BE ASTM PVC CAP WYE WITH a /It ALLOWABLE - = D3034 SDR26 W/ GASKETS SEE NOTE 3 p w VARIES TAPPING AREA 4' ( ) 1 p�J ;/\\ri /\ ;/\\/!\ //\\/i\ r.\\ (SEE NOTE 1 4. ALL SERVICE CONNECTIONS & AND NOTE 6) EXTENSIONS ARE TO BE INSTALLED SEE NOTE 3 i WITH THE MAIN LINE CONSTRUCTION. _ BENDS TO BRING co (SEE NOTE 1.) STACK VERTICAL w 5. A CLEAN OUT IS REQUIRED AND z 1 PVC (SEE NOTE 3) ' CITY OF BRYAIN 1 (TYPICAL 45° BEND) ( I- WILL BE INSTALLED BY THE PLUMBER m z (MIN. 1% SLOPE) PLAN TEE WYE SERVICE ° AT THE ROW FOR EACH SERVICE. The Cood Life, Teats Stale BorrCM uP of coNNECTING FITTING SEWER TEE w 6. WHEN SERVICE CONNECTION IS DEEP, O STD. 45 BEND PIPE SHALL NOT DIP BELOW ( ) I ( 1 ° ( CONTRACTOR MUST PLACE A VERTICAL 1 CENTERLINE of MAIN. PVC SEE NOTE 2 w SEE NOTE 5 (MIN. 1% SLOPE) STACK THAT SHALL BE BROUGHT WITHIN uj STACK VARIES IN HEIGHT u� 3-1/2 FEET BELOW NATURAL GROUND. p NOTE:co PLAN 2.0' w w 1. ALL MATERIAL SHALL BE ASTM Iw- PVC (SEE NOTE 3 ai 2.0 PVC (SEE NOTE 2) 0 1%SLOPE) ° z D3034 SDR26 W/ GASKETS (MIN. 1% SLOPE) z w (MIN. 1 /°SLOPE) STD. 45 BEND w TEE WYE SERVICE 2. ALL SERVICE CONNECTIONS & BENDS TO BRING w - TEE WYE SERVICE FITTING (SEWER TEE) TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL WITH THE MAIN LINE CONSTRUCTION.WER ° FITTING (SEWER (TYPICAL 45 BEND) WYE AND 1/8 BEND; ALLOWABLE WYEIANDSE8 6BEND) 3. A CLEAN OUT IS REQUIRED AND ROTATE AS NEEDED) TAPPING AREA WILL BE INSTALLED BY THE ,5•,,5• CONTRACTOR SERVICE. THE Row FOR STANDARD CONNECTIONPROFILE STANDARD C0IVNECTIONPROFILE DEEP CONNLCTIONPROFILL NCLUDE A BRASS LPLUG.UT SHALL DEEP COATAE, CTIONPROFILE RUEl , _ DRAWN BY: C.L.M. 4. FEET NOUTS ABOVESHALLBEEXTENDED4 CITY OF BRYAN DATE: 08-01-12 CITY i 1 �+ FEET ABOVE NATURAL GROUND. CLEANOUT BOTTOM LIP OF CONNECTING CITY OF COLLEGE STATION CAP FITTING SHALL BE PLACED ON TOP. SANITARY SEWER SERVICE CONNECTION PIPE SHALL NOT DIP BELOW SCALE: N T S CENTERLINE OF MAIN. SANITARY SEWER SERVICE CONNECTION APPROVED: W. P. K. S6-01 FIGURE=( S7-011 SHEET 2 OF i2 (to be Installea py DO — - n _ _ — - - �, — r Proposed _ I T_ _.. _� _ _- — / \ �! / O Ramp - / —G G G G G G -r G G- G- G_ _ .M �__ G G— >, Omax UIRED- _ 6" curb 24— rr I M+39 v +20 Uj s Geotextile d equal) Min 5" Height, Laid end to end TYPICAL CURB OPENING DETAIL NTS TRADITIONS MONTESSORI SCHOOL 6" TYPICAL 6" RAISED CURB I tMI-UKAKT UUKU & PAVEMENT DETAIL General Notes: 1. A lime series analysis shall be performed by geotech engineer to determined amount of lime needed to stabilize soil. 2. This cross section to be used for all concrete pavement. ❑ +4' T REQUIRED ST `�ST Monte Carlo Damascus3500 N ,z. 3500 3•_!dILJ_�,,,,__.I t" MIN. 1 LN S" MI M. _— ....._ I" MiN. Bnchg�cand- :re n Type !17 or11V Reflective Sheeting Lec;ers- Winto Type III pr Iv Refle<tbe Sl,eetfiTg G?Y,Ernt Nujg3, 1. All nor- ipned to P.M. trent. ith7n aity U—S Shall be unique and not be Id-Va. or o ! street nore rust _ bt approved sbyathe CkyyafxCotege s nt:p>, on.J s aJl street ;e�edT�ottr ¢ny nw!r,g or.san. 'DamasCusN 2. Street r. signs rar pub0c strpe'ts shell be Warn. ochlred with a 9.125' 1 .nun •�/—pq yr ppl blade, r——ng 12 Inch high F, r - "n ut` 3 Ecckgrp d t-.nD and legend shall neet ASTM. 049% Spncl-lcat'nn, rar Type III or IV sF.ee'.Ing s . N . d 4. Le ttrzr;ng Shall be G -Inches an a 12-1nch stgn I rvee sxa;,a VE fwsJ �wma 'p ri•`eHr44A Af 5>9NT. 5 Let-rr'n3 f 'reef Wane the rdary suf rix and bl<ck nunber shot; be Clenry eJ" Cont F. w!th !e9y pec ng Nod rlca tK; stcobe node with approve! F- the C;{y Treff lc Erp neon 6 Street —lo VDYS be at le—t 24 nchVe In .16th, b'Jt no rare tF¢n 6�-Inches. - 7. The I'VIC—D abbrev1411-5 shat( be used for all S.rf,H abbe :ations: Alley -ALLEY Height -HT Rend uC -RD fven-Ave Niphrray -HWY Square -SO Brutevnrd -OL VD MR -HILL. Streit -ST ( +2 - Circle -CR Jimct:on -JCr T.,^ ae :r RP Count Road -CR Lan TWY - Co r Y :CR a -LN :race, -rRA Loop -U'fl= -TRACE '<i___: eR—.-..1rTo at— twOStr0M.,_ V Part -PKWY 1 TR,,,IL f II f`Jv�` a 4up1^R [ski �'� r'"Fnr..u2 11 1 TR Pike. -PIKE Way -WAY T'.:/^' 9w e� — { l.4- mvx ,l._ eeAt s?cET; -Y Dr Y EYPJY Place -PL '_-ay FRVY Pi.... -P1.2 x ! IIN 8. Caronat ite< lit s u id not be used as the pilin^y tine( n ne. 1r ¢ cnrd',nat I 24- Nt.S dlreC{tor !s vSed It shalt su_ceed :he prinary Ware (e.g. CARLL _ANE NCRT10 The fots.W g abbrev'et;ons sha!l ¢poly - North -N South a Cost -E West -V at c 9.i exit's a Northeast -NE Southeast -SE So,th,est -SW N-th"e.t -NW 11 „J ll, 9 S111-11 n 'Ign(s) shall be roue( d 2 3/8' CDD* broxr. u ' n xx�*boT cL. - rr£ u ID tee _orotign of vo.e shah be o pr.,vetl by the Qty Tru f C Enamor oraees9n>e.a A' E - ' - T. t A�•a STREL � NAbIi; SIGN I)GT:1IL ' 4 n F 5'pl•C�L 'in EE J 9nC.3 —1 � i 1D. Street none sign poles located ,rth the Terns Department or Transportation £' -At. t A9" -A Pight-�f=Jay as W Q as n City RDW M treets With a Uassift<atipn of n., r couectnr and lar er Shot ' .: - - ' a _._.__.....__..___.._.._____....._.,_._ . 5 a, be installed -_.......... _...... _................. g d ,.ng o :txas Vn.versol :rlongle slfn hose sys`.¢n aceardlhg •. TxDOT Ston r6s SMD (SLIP) I-J'r. a- na,t < went ,•erg ¢n street pane vtgn Dales t.—ted ted SIGN S T r` N D A P D Within the City ROW P.n streets elatsiried a kcal street sha!1 be Installed using the n � We"pc Anehcr Systen a .'rdi:p to T%DDT s-nndards S'4D(-,WT)^D2 or ...t curie t verslor, Ar. approved conal nay be substituted for -re Wedpe Anch.r systen. CITY Of COLLEGE STATION DEPT. Cr PUELIC WORKS -TRArr'C ENLIKEERtN. PU9L.IC STREET NAME SIGN An r e 201e Sign at OWI th ifs "TV( cr.(arrn to the Tedernl Etomlgrds outlined the 2G10 Manuel on llnlfcrm "TV( rip Control Dewi,es with respeci to height. and @c•„ ., ..,.e, a,.,e, Ip e I Iccot; n he My T,*Mc Engineer or hes designee Shelf copra._ the gEvtsmxz /'lyaa I ton of all Street np es Signs oA`EoRAxx cxccx ED al. e ../ply„ p[SL4PxE OP9 STREET NAME QN' POINT VALE COMMON NAME BOTANICAL NAME SIZE POINTS 19 150 Live Oak (new) Quercus Virginia 2.5" 2 50 40 10 Indian Howthom Rhaphiolepis Indica 5 gal 400 TOTAL PROPOSED LANDSCAPING 3J250. STREETS CAPE: POINTS PER PROJECT AREA: 289/32 = 9.0 Canopy Trees 46,150 S.F. 289/50 x 300 Pts. = 1,734 Pts. 46,150/1000 = 46.1 46.1 x 30 1,383 TOTAL POINTS REQ'D =1,383 + 1,734 = 3,117 ST `�ST Monte Carlo Damascus3500 N ,z. 3500 3•_!dILJ_�,,,,__.I t" MIN. 1 LN S" MI M. _— ....._ I" MiN. Bnchg�cand- :re n Type !17 or11V Reflective Sheeting Lec;ers- Winto Type III pr Iv Refle<tbe Sl,eetfiTg G?Y,Ernt Nujg3, 1. All nor- ipned to P.M. trent. ith7n aity U—S Shall be unique and not be Id-Va. or o ! street nore rust _ bt approved sbyathe CkyyafxCotege s nt:p>, on.J s aJl street ;e�edT�ottr ¢ny nw!r,g or.san. 'DamasCusN 2. Street r. signs rar pub0c strpe'ts shell be Warn. ochlred with a 9.125' 1 .nun •�/—pq yr ppl blade, r——ng 12 Inch high F, r - "n ut` 3 Ecckgrp d t-.nD and legend shall neet ASTM. 049% Spncl-lcat'nn, rar Type III or IV sF.ee'.Ing s . N . d 4. Le ttrzr;ng Shall be G -Inches an a 12-1nch stgn I rvee sxa;,a VE fwsJ �wma 'p ri•`eHr44A Af 5>9NT. 5 Let-rr'n3 f 'reef Wane the rdary suf rix and bl<ck nunber shot; be Clenry eJ" Cont F. w!th !e9y pec ng Nod rlca tK; stcobe node with approve! F- the C;{y Treff lc Erp neon 6 Street —lo VDYS be at le—t 24 nchVe In .16th, b'Jt no rare tF¢n 6�-Inches. - 7. The I'VIC—D abbrev1411-5 shat( be used for all S.rf,H abbe :ations: Alley -ALLEY Height -HT Rend uC -RD fven-Ave Niphrray -HWY Square -SO Brutevnrd -OL VD MR -HILL. Streit -ST ( +2 - Circle -CR Jimct:on -JCr T.,^ ae :r RP Count Road -CR Lan TWY - Co r Y :CR a -LN :race, -rRA Loop -U'fl= -TRACE '<i___: eR—.-..1rTo at— twOStr0M.,_ V Part -PKWY 1 TR,,,IL f II f`Jv�` a 4up1^R [ski �'� r'"Fnr..u2 11 1 TR Pike. -PIKE Way -WAY T'.:/^' 9w e� — { l.4- mvx ,l._ eeAt s?cET; -Y Dr Y EYPJY Place -PL '_-ay FRVY Pi.... -P1.2 x ! IIN 8. Caronat ite< lit s u id not be used as the pilin^y tine( n ne. 1r ¢ cnrd',nat I 24- Nt.S dlreC{tor !s vSed It shalt su_ceed :he prinary Ware (e.g. CARLL _ANE NCRT10 The fots.W g abbrev'et;ons sha!l ¢poly - North -N South a Cost -E West -V at c 9.i exit's a Northeast -NE Southeast -SE So,th,est -SW N-th"e.t -NW 11 „J ll, 9 S111-11 n 'Ign(s) shall be roue( d 2 3/8' CDD* broxr. u ' n xx�*boT cL. - rr£ u ID tee _orotign of vo.e shah be o pr.,vetl by the Qty Tru f C Enamor oraees9n>e.a A' E - ' - T. t A�•a STREL � NAbIi; SIGN I)GT:1IL ' 4 n F 5'pl•C�L 'in EE J 9nC.3 —1 � i 1D. Street none sign poles located ,rth the Terns Department or Transportation £' -At. t A9" -A Pight-�f=Jay as W Q as n City RDW M treets With a Uassift<atipn of n., r couectnr and lar er Shot ' .: - - ' a _._.__.....__..___.._.._____....._.,_._ . 5 a, be installed -_.......... _...... _................. g d ,.ng o :txas Vn.versol :rlongle slfn hose sys`.¢n aceardlhg •. TxDOT Ston r6s SMD (SLIP) I-J'r. a- na,t < went ,•erg ¢n street pane vtgn Dales t.—ted ted SIGN S T r` N D A P D Within the City ROW P.n streets elatsiried a kcal street sha!1 be Installed using the n � We"pc Anehcr Systen a .'rdi:p to T%DDT s-nndards S'4D(-,WT)^D2 or ...t curie t verslor, Ar. approved conal nay be substituted for -re Wedpe Anch.r systen. CITY Of COLLEGE STATION DEPT. Cr PUELIC WORKS -TRArr'C ENLIKEERtN. PU9L.IC STREET NAME SIGN An r e 201e Sign at OWI th ifs "TV( cr.(arrn to the Tedernl Etomlgrds outlined the 2G10 Manuel on llnlfcrm "TV( rip Control Dewi,es with respeci to height. and @c•„ ., ..,.e, a,.,e, Ip e I Iccot; n he My T,*Mc Engineer or hes designee Shelf copra._ the gEvtsmxz /'lyaa I ton of all Street np es Signs oA`EoRAxx cxccx ED al. e ../ply„ p[SL4PxE OP9 STREET NAME BLOCK NUMBER CRESTMONT DRIVE 4000 LEGEND -6 Fire Hydrant Sewer Clean—Out 13 Gas Meter ® Sewer Manhole Guy Anchor ® Water Meter Light Pole a Water Valve Power Pole Prop. Handicapped Parking Sign — f[ Drainage Ditch G— -- Gas Line — — — —T— Telephone Cable NOTE: LOCATION OF EXISTING BURIED UTILITIES, 0E of Overhead Electrical Line WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING I gs - EX. Sewer Line W/ 51Ze AND PROTECTING ALL BURIED UTILITIES. sw— — Ex. Water Line w/ size THESE PLANS DO NOT INCLUDE NECESSARY PCO R.O.W. Line COMPONENTS FOR CONSTRUCTION SAFETY. p — — — — — - — — - Easement Lines EMl.)4 _'-•—•--�:,__.,.-_,�- LIA C JUN , 9 ,Sit, e & Lan dsca e -z -z C 4� ° ATI A - IIRw T RADjTIONS AfONTZSSORY _ . _ _ SCHOOL REVIEWED` 2.96 Ac .�, res M P E Out of Robert Ste venson JUN 2 0 2014 SurveyA —54 `'i`ji.-j''UN COLLEGE STAT/ON BRAZOS COUNTY, TEXAS DEVELOPMENTS j S APR/L 2014 PLAT I� FILE[): SCALE.• 1"-20' Enae i e: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 e uonv y4 2911 Texas Ave, Ste 201 College Station, Texas 77845 College I Station, Texas 77845 (979) 693-383821 979-693-8500 Firm Reg. No. F-458 LJ�A ou(20(1q p 10000263—Dn3 Z5 SITE PLAN NOTES: l. Current R -Rural Building 8otbooha ohoU be in conformance with this standard. 2. Owner & Applicant: Traditions hbntuaood School 2911 S. Texas Avenue, Ste 201 College Station, Tx 77845 979-693-8500 3` ' 4. Parking . 1/1008F - ' Total Required = 26 8pocno (Including future modular Provided: 26 Spaces 5. All nned|ona ahoU be o minimum of 180 SF for single parking now bdondo and 360 5F for double parking row islands. 6The contractor ahoU be responsible for the containment and proper wwpvpu/ of all liquid and spou nnsu, psspcmv,o with this project. The contractor shall use all means necessary to prevent the occurrence of windblown litter from the project site. 7. NOTE: Demolition/Construction Waste - Site is required to provide containment for *ontu phur to and during dnmoUt|on/conotruciton. Solid waste roll off boxes and/or metal dumpotero oho|| be supplied by City or City ponnO±nd contractor(s) only. ConcreteQ. �onc�n over G° in height must be aunamned or treated to noaomb|e stone, 6riok, or on alternative approved by the Administrator. 10. All signage must be permitted separately. 11. All roof and ground -mounted mechanical equipment oho|| be sonaene from view or isolated so as not to be Waib}o from any public ROW c noo|dent|oi district within 150^ of the subject lot, measured from o point five feet above grade.Such screening shall be coordinated wit the building architecture and scale to maintain a unified appearance. 12. According to FIRM Panel No. 48041CO325E doted May 16. 2012, no portion of this site is located in o FEMA regulated Onndp|o|n' 13. Irrigation system ohoU be designed and |nntoUnd by licensed irrigator prior to O.O. 14` Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source ohoU ni project below on opaque housing and no fixture ohoU directly project light hodzpnto|ly. Fixtures will be mounted in such o manner that tI projocted cone of light done not -cross any property line. 15. Site will utilize o residential style solid waste containers. 16. Water Demands Fixture Units Bothrnom Gnoup = 5 FU tail Kitchen Sink = 2 FU Clothes Washer = 2 FU Total = D FU Max. = 11.1 gpm Min. = 0 gpm Avg. = 3'5 gpm 17. Sewer Demands (per dwelling unit) Max. = 11.1gpm . Min. = O gpd (to be removed FL-= 321.5\-1.5" Water Service GENERAL CONSTRUCTIOq NOTES Proposed Existing Wood Fence S3-01 PUE Proposed Manhole 20' PUE 1 . It shall be the responsibility of the Contractor to verify the Ra 61CUrD:. y (to remain where possible exact location of all existing underground utilities. S. 2 21 Furthermore, the Contractor shall contact all utility company 0' PUE 4S H 11-H ea Ramp,: E "E -E CF� representatives a minimum of 48 hours in advance of any LANDSCAPE NOTES 1. AN IRRIGATION SYSTEM TO SERVICE ALL 14EW PLANTING MUST BE APPROVED BY CITY AND ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK 3x2 SBC SBC FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. 2. In lieu of using the construction materials indicated in these lo W/L - IW. 3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. NY w/L 18 18 W/L 18 W/L QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED plans, the Contractor shall obtain written approval from the Ex. Po r Ex Curb, ABSOLUTE. owner for any substitution. "tx,,� urbi Pole , rj Inlet 4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES E I BUSHED 3. Existing contour elevations are based on an actual field Inlet (to IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED.By THE survey of the project. Existing/ Fire Hydrant Baffon Road AMERICAN ASSOCIATION OF NURSERYMEN. 4. It is the responsibility of the contractor to utilize whatever ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR (to be relocated) AFTER FINAL ACCEPTANCE. techniques that are necessary to prevent erosion from this (246N45' Bends) 5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAMNG, DECORATIVE ROCK OR A PERENNIAL GRASS construction. M IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SErBACK, (25 LF of C-900 Pipe) RIGHTS-OF-WAY AND ADJACENT PROPERi I' DISTURBED DURING CONSTRUCTION. 5. All soil exposed by construction shall receive Cellulose Fiber 0) Mulch Seeding within 14 days of final gradin P.I.I.E. Public Utility Easm ent Access Easment H.O.A. Homeowner's Association 7. All parking space pavement markings shall be white in accordance with the latest edition of the Texas MUTCD. LANDSCAPE REQUIREMENTS 8. Existing septic sewer system to be removed once new Proposed Concretei sanitary sewer service is connected to buildings. Left -Turn Lane Proposed Sewer Une installed by bore)Em OTY. POINT VALUE COMMON NAME (to be -- -- -- -- -- SIZE POINTS REwl N=140% AT N= 19 150 Live Oak Quercus Virginia F1 Proposed ~~ ' 11,1350 ~~ 40 10 Indian Hawthorn Rhophiolepis, Indica G----�G -^-_� 400 -------`- STREETSCAPE: POINTS PER PROJECT ARFA O wl o^ Curb = 9.0 Canopy Trees 46,150 S.F. � ��^� +2 n o . U � ' . ` ' --- _- _*NOT REQUIRED ---T--- Telephone Cable � . TRADITIONS MONTESSORI SCHOOL SCALE:0 el Hnn 1" = 20` b.~ Gorr) t�z b�N�� . ' | � _ / > � - .. ' | LEGEND Fire Hydrant Sewer Clean -Out Guy Anchor Water Meter x Light Pole Water Valve Power Pole Prop. Handicapped Parking Sign FL Drainage Ditch `-Pno GravelFilled Centoxtke Bogs equal) J"R -- M� Or Height, Laid end to end EXPANSION JOINTS �� GO^ O.C. & PAVEMENT DETAIL CONTRACTION JOINTS 0� 20O.C. General Notes: 1. A lime onr�o ehoU be engineer to determined amount or lime ne0000 no ozomxae soil. �� This cross section to be used �r oU concrete pavement. ` ` IT IT 3500 Monte Carlo Damascus. 500 -c��°��Ipe ��- S��or IV P�Fecth,e ~ 1. All mllis osigmed to p.bil. A,,ets �Rhim the city limits shot( be let be 2. Street .are si;m. For public streoLe shall be m.m.1-tt-d Ith . vI251 Al.mm.m stir sh0ackgraull si,,eotmg old tnold sh,11 meet ASTM. B4956 Spic];Icctloms For Type IN or IV 5, L.ettlrlmp For street rome, the soccedary s,FFI, old bloc;, lumber small be rt"1111*1 6. St -1 am, atCh, lhatl be at 1-st e4 -hes 1.m .16th. but no more them 60-1,&- .g 6�.Ioeo,iatio halt he used foe :i suFFI, A ey -AU.I.Y Height Read -RD so HWY Square -So -CR,VD Hil HILL Street -ST Circle Ju ctiom -JC I Terr.ce -VER. Our -CT T c, rVy 012F --11 IC -11 a31111 Loop :L[IrJ1 I RACE es 11 24' MAX .m. i, -id lot be -d as the primary street die-ti.l. 11 used It small .6c. -d the primary mile (e.g. C -RLL LAN, NQRT", he F.R.-D Northeast -RE S-the,st -SE So,th.est -SW Nort--t -NW 10. Street a- sige pt-, located Mthim the T -.a Dop-t-ht of Trwhip-tati- -'s .1-1 Is bi- 11 T.D.1, st.od-ds S14D (SILIPI i-02! Or lost --t -;.m. Str-i r.me 19m oil, it,poi SIGN STANDARD .ithim the C -I 'y R011 a, streets ctOsiriLd � local street Felt be Ilst.ted Img the Vcmpc "c Am ppro,adl ea -I roy be substituted for the Wedpe Archar syster, CITY OF COLLEGE STATION PUIBLIC STRREET NAME SIGN STREET NAME I BLOCK NUMBn CRESTIMONT DRIVE 1 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, -OE OE Overhead Electrical Line WHERE SHOWN, IS APPROXIMATE ONLY. THERE MN EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAT NG AND PROTECTING ALL BURIED UTILITIES. -8S Ex. Sewer Line w/ size 8W- Ex. Water Line w/ size THESE PLANS DO NOT INCLUDE NECESSARY Prop. R.O.W. Line COMPONENTS FOR CONSTRUCTION SAFETY. Q6<1 SY, t e & Landscape .1 - .1 cz. C C L L E %03"E S TAT I 0"i'N 1-- . - , TRADITIONS AfONTESSOfi &.3 L-11 IS -0 OL JUN 2 0 2014 Out of Robert Stevenson Surve L PLArFILED: COL�= STATION, 51?AZOS COUNT)I, TZ-XAS ARRIL 2014 SCALE- 11=20' Owner: McClure & Browne Engineering/Surveying, I Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 � Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 1 979- 1 693-8500 Firm Reg. No. F-458 =PU OTY. POINT VALUE COMMON NAME BOTANICAL NAME SIZE POINTS It 19 150 Live Oak Quercus Virginia 2.5- 11,1350 40 10 Indian Hawthorn Rhophiolepis, Indica 5 gol. 400 TOTAL PROPOSED LANDSCAPING STREETSCAPE: POINTS PER PROJECT ARFA 289/32 = 9.0 Canopy Trees 46,150 S.F. 28915G x 300 Pts. = 1,734 Pts. 46,15011000 46.1 46.1 x 30 1,383 LEGEND Fire Hydrant Sewer Clean -Out Guy Anchor Water Meter x Light Pole Water Valve Power Pole Prop. Handicapped Parking Sign FL Drainage Ditch `-Pno GravelFilled Centoxtke Bogs equal) J"R -- M� Or Height, Laid end to end EXPANSION JOINTS �� GO^ O.C. & PAVEMENT DETAIL CONTRACTION JOINTS 0� 20O.C. General Notes: 1. A lime onr�o ehoU be engineer to determined amount or lime ne0000 no ozomxae soil. �� This cross section to be used �r oU concrete pavement. ` ` IT IT 3500 Monte Carlo Damascus. 500 -c��°��Ipe ��- S��or IV P�Fecth,e ~ 1. All mllis osigmed to p.bil. A,,ets �Rhim the city limits shot( be let be 2. Street .are si;m. For public streoLe shall be m.m.1-tt-d Ith . vI251 Al.mm.m stir sh0ackgraull si,,eotmg old tnold sh,11 meet ASTM. B4956 Spic];Icctloms For Type IN or IV 5, L.ettlrlmp For street rome, the soccedary s,FFI, old bloc;, lumber small be rt"1111*1 6. St -1 am, atCh, lhatl be at 1-st e4 -hes 1.m .16th. but no more them 60-1,&- .g 6�.Ioeo,iatio halt he used foe :i suFFI, A ey -AU.I.Y Height Read -RD so HWY Square -So -CR,VD Hil HILL Street -ST Circle Ju ctiom -JC I Terr.ce -VER. Our -CT T c, rVy 012F --11 IC -11 a31111 Loop :L[IrJ1 I RACE es 11 24' MAX .m. i, -id lot be -d as the primary street die-ti.l. 11 used It small .6c. -d the primary mile (e.g. C -RLL LAN, NQRT", he F.R.-D Northeast -RE S-the,st -SE So,th.est -SW Nort--t -NW 10. Street a- sige pt-, located Mthim the T -.a Dop-t-ht of Trwhip-tati- -'s .1-1 Is bi- 11 T.D.1, st.od-ds S14D (SILIPI i-02! Or lost --t -;.m. Str-i r.me 19m oil, it,poi SIGN STANDARD .ithim the C -I 'y R011 a, streets ctOsiriLd � local street Felt be Ilst.ted Img the Vcmpc "c Am ppro,adl ea -I roy be substituted for the Wedpe Archar syster, CITY OF COLLEGE STATION PUIBLIC STRREET NAME SIGN STREET NAME I BLOCK NUMBn CRESTIMONT DRIVE 1 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, -OE OE Overhead Electrical Line WHERE SHOWN, IS APPROXIMATE ONLY. THERE MN EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAT NG AND PROTECTING ALL BURIED UTILITIES. -8S Ex. Sewer Line w/ size 8W- Ex. Water Line w/ size THESE PLANS DO NOT INCLUDE NECESSARY Prop. R.O.W. Line COMPONENTS FOR CONSTRUCTION SAFETY. Q6<1 SY, t e & Landscape .1 - .1 cz. C C L L E %03"E S TAT I 0"i'N 1-- . - , TRADITIONS AfONTESSOfi &.3 L-11 IS -0 OL JUN 2 0 2014 Out of Robert Stevenson Surve L PLArFILED: COL�= STATION, 51?AZOS COUNT)I, TZ-XAS ARRIL 2014 SCALE- 11=20' Owner: McClure & Browne Engineering/Surveying, I Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 � Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 1 979- 1 693-8500 Firm Reg. No. F-458 =PU LeTt—Turn LUFM I - — --- Proposed Sewer Une�'� _- — _.... — — __ LtMATION be installed by bore) - n — — -- — 0 Proposed i — O — a' Ramp .-- - - 0 \ \ \n —G G G G G G�^—G G G G G G G— CJ O / s" curs / H4+2' Geotextile d equal) min o neiyrIL, Laid end Lo end TYPICAL CURB OPENING DETAIL NTS TRADITIONS MONTESSORI SCHOOL Conn, Pvmt. w/#4 Bars ® 18" O.C.E.W. TYPICAL 6 RAISED CURB & PAVEMENT DETAIL General Notes: 1. A lime series analysis shall be performed by geotech engineer to determined amount of lime needed to stabilize soil. 2. This cross section to be used for all concrete pavement. /2„ 3"R Varies 3 (See Plan) 1-1/2" J Conc. Pavement (Separate Pour) TEMPORARY CURB STREET NAME BLOCK NUMBER CRESTMONT DRIVE 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. QTY -0.IH __..__---------- .._.._.. _.. ...... ..—._ _......_._........_.....__.____.....—._—..___VARIABF, .._ ._.... ._.._—_.._ ......_......_. i" POINT VALUE COMMON NAME f BOTANICAL NAME SIZE POINTS 5 19 M Water Meter 150 Live Oak Quercus Virginia 2.5" 2,850 Letters- White Type 111 or IV RCF'lective Sheeting n " Drainage Ditch (new) - : A1! nares r gnetl t p I c sgreets nth. the .city Tir'ts sh.tl be un'aue dnd not b Ide,t ¢al c. .'nl!ar to , stl. �g o..lbap ar prbra to street n ,he ;: I. nave - DamastalsN ST be cpPra ed, by the Clty a _.Mega static, DFd shc11 not be -Fed artery any I!vinq .ersen 3500 Telephone Cable 40 7. S sgnT cu...... rets r.relt hE r nl:f ae:•.aretl ntth. a 6.12:1' alu-m..n a'q^. I._utl ailvrn'wiE aDn9ar� 10 Indian Hawthorn I Rhaphiolepis Indica I 5 gal. 400 - - - - U P,.,. gr d f ting Fd lege- sh,t! neat ASTM Specific.?ions rot Ty- III n, IV F t r L. ter. It b 6-1-1- on a l q I m� r S- 1 C r q F street n c. the s...n.da y .0 f 1 bock nv^ber shnil b= C1r¢ryien. \\ _� _4.,• -. I F tt...ON, cuJap Nndrrat DnS can by r. th .^royal r... the Cit -rafrlc \ / p .—� ... _ t—Ltt.._ TOTAL PROPOSED LANDSCAPING 3,250 STREETSCAPE: POINTS PER PROJECT AREA: Ave•n:e -AVE H ghway -ii'di Square -SO Uculryarci -BI. VU 11:1! - Q.L Stry—, -ST - li+=Z •a 2891329.0 Canopy Trees 46.150 S.F. e e Crcla -CR J ,st — -•ICTrr,r. -,ERR C.—ty R d f ( a -I tJ 1 TWY - � D .E ) 9 W C t C Loop -LLCP cc !RACE C- L - { 1 -y PKWY TRAIL U t k.. .nI'fc k / '..WAY Dn if ..a �. I• _ I _ 289/50 x 300 Pts. = 1,734 Pts. 46.150/1000 = 46.1 8. Lcrdmal O -Us- sho,Ad not be %U• J 2n_ MIXdirecs- —ed the p: .Dry ARLL rl 7 I - i':a1 . Is ,sEd t shO:l s.. ced t , r.c Ceq CARLL LF4C 'JORTH h af(owing • l 46.1 x 30 1,383 h la?.ens sh,li aspl h '.. ih -IJ SO h $ r.,t -c .'est W I EE.a TOTAL POINTS REO'D = 1,383 + 1,734 = 3,117 11 t1cost -NE So t t -S 2 w nt SW Northpes- NW ? t t STREET NAME BLOCK NUMBER CRESTMONT DRIVE 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. LEGEND -0.IH __..__---------- .._.._.. _.. ...... ..—._ _......_._........_.....__.____.....—._—..___VARIABF, .._ ._.... ._.._—_.._ ......_......_. i" -b- Fire Hydrant ST Monte Carlo y Damascus N - 3500, 3500 a Gas Meter Cr z:. MIN.1. Mtt•�1. I Lv M Water Meter A Light Pole - ti—k..) aund- Green Ty^•c III x IV Re F:ectiv� Sheet:nc Power Pole JL` Letters- White Type 111 or IV RCF'lective Sheeting n " Drainage Ditch ef' - : A1! nares r gnetl t p I c sgreets nth. the .city Tir'ts sh.tl be un'aue dnd not b Ide,t ¢al c. .'nl!ar to , stl. �g o..lbap ar prbra to street n ,he ;: I. nave - DamastalsN ST be cpPra ed, by the Clty a _.Mega static, DFd shc11 not be -Fed artery any I!vinq .ersen 3500 Telephone Cable _0E -0E 7. S sgnT cu...... rets r.relt hE r nl:f ae:•.aretl ntth. a 6.12:1' alu-m..n a'q^. I._utl ailvrn'wiE aDn9ar� 8S — — Ex. Sewer Line w/ size bla ae-ene IJ - - - - U P,.,. gr d f ting Fd lege- sh,t! neat ASTM Specific.?ions rot Ty- III n, IV F t r L. ter. It b 6-1-1- on a l q I m� r S- 1 C r q F street n c. the s...n.da y .0 f 1 bock nv^ber shnil b= C1r¢ryien. \\ _� _4.,• -. I F tt...ON, cuJap Nndrrat DnS can by r. th .^royal r... the Cit -rafrlc \ / p .—� ... _ t—Ltt.._ --------- Easement Lines G $arpe, nnr,r T:qns shall be at IOr..t E4-4nches In »'tl'h, but nc nc••e ?hon cI { t. .. lhr fr,l.»Irg abhrr••ia tin,^, 5hai; be uird Fnr all s:nf elx abhe-av'aticns: Alley-AL:.E'' Heigh! -HT R..d -RU _ Ioe �. •.• t I_L J Ave•n:e -AVE H ghway -ii'di Square -SO Uculryarci -BI. VU 11:1! - Q.L Stry—, -ST - li+=Z •a - e e Crcla -CR J ,st — -•ICTrr,r. -,ERR C.—ty R d f ( a -I tJ 1 TWY - � D .E ) 9 W C t C Loop -LLCP cc !RACE C- L - { 1 -y PKWY TRAIL U t k.. .nI'fc k / '..WAY Dn if ..a �. I• _ I _ LL - Ep y y EyTIY P c 4L ff _ G..,y FM! F.a,.n -PLZ I � 12' IAIN 8. Lcrdmal O -Us- sho,Ad not be %U• J 2n_ MIXdirecs- —ed the p: .Dry ARLL rl 7 I - i':a1 . Is ,sEd t shO:l s.. ced t , r.c Ceq CARLL LF4C 'JORTH h af(owing • l h la?.ens sh,li aspl h '.. ih -IJ SO h $ r.,t -c .'est W I EE.a 11 t1cost -NE So t t -S 2 w nt SW Northpes- NW ? t t trPet n p gnC !h 11 bP : t. t P. a: g• <7 D, bop«n pole a pest For, n e a ' s _ "t'_",.I, STREET NAME SIGN DLTAIL 51gn .ee f p I sl,M! --ed b 'th City trot Flo Enq:n tl ghe. , n » j.1- hv,., LD a AIM 0 Street i. r I.. t o I h 1 T. P r - nt of Trance klq : F y ll I Ld t. - h (cation of 11. and 1—n— h.o III,tlSilqAF-t T g1 b—A systen Y q to �` T DOT St d d MC <S ) 1 Street none s q F , 1 atzd - I C I\I `, -i fl N1.1 rot D t 1. the City L- n t e I s.f eJ as Ic.al ,.I E_t h,ll be 'ns!alled sing u.b - - W ? An sf t.� tl. to T r7 ,yds SM7(TWT)-Q2 tlr ro.t wr t ..erslcn: CITY ✓� CD! EGE STATION r:n eppr...N qua. nay he subst to d r th ✓ed;a Anc^ar s•.<ten • r C ENC PING Cr L:_ WORKS TRAFFIC .._._. __... .. _ _........__._._—__._.._:.__.._.—_.___ _ _. .__................... I i. yNIEE I R,0 _ r re F�1��ic :rFc I �� r•I� sig-� All ro.dsd s.. .5tolictions must conform to the fede_raI s+.rdards cutl" d i .......___.__ ....... .... ............. .... ........... the 2U hI of c. n ffic Central 7 - w:n resoecl to height an.. I O•'! +•,• :I... ...... z,o, Ir. ev res n r ..ri . ,:r ,esi :•:Krol into cn 7 .e My f ff , neo• a .I., r, 'Inge shop ...rove tie I Da illi Dx 1.cp11o•* 11 I tl G S ' - Ck Oa,E aE.la4Ec Da>vN Ce EC KED q i Ilt cc�� STREET NAME BLOCK NUMBER CRESTMONT DRIVE 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. REVIEW F . COMPLIANCE JUL 16 2014 COLL FTATIC-i'l i LEGEND -b- Fire Hydrant Sewer Clean -Out a Gas Meter Cr Ij Guy Anchor M Water Meter A Light Pole r A Power Pole JL` -n- n " Drainage Ditch ef' Gas Line — — T— Telephone Cable _0E -0E Overhead Electrical Line 8S — — Ex. Sewer Line w/ size sw IJ - - - - Prop. R.O.W. Line --------- Easement Lines Uj LL REVIEW F . COMPLIANCE JUL 16 2014 COLL FTATIC-i'l i & Landscape Plan, ITIONS MONTESSORI SCHOOL 2.96 Acres Out of Robert Stevenson Survey A —54 OLLEGE STAT/ON, BRAZOS COUNTY, TEXAS APRIL 2014 SCALE 1'1=20' Engineer: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 u2l 0� 979-693-18500 Firm Reg. No. F-458 I!1 I 10000263—Dn4 it a 1 '� LEGEND -b- Fire Hydrant Sewer Clean -Out a Gas Meter O Sewer Manhole Ij Guy Anchor M Water Meter A Light Pole m Water Valve Power Pole -n- Prop. Handicapped Parking Sign " Drainage Ditch G— Gas Line — — T— Telephone Cable _0E -0E Overhead Electrical Line 8S — — Ex. Sewer Line w/ size sw Ex. Water Line w/ size - - - - Prop. R.O.W. Line --------- Easement Lines & Landscape Plan, ITIONS MONTESSORI SCHOOL 2.96 Acres Out of Robert Stevenson Survey A —54 OLLEGE STAT/ON, BRAZOS COUNTY, TEXAS APRIL 2014 SCALE 1'1=20' Engineer: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 u2l 0� 979-693-18500 Firm Reg. No. F-458 I!1 I 10000263—Dn4 it a 1 '�