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HomeMy WebLinkAboutSP2015-000050203' 4 1 /4" 1 1 "= 10�_011 r ye ^ I I i t s I I 03 i w 6� boo �°; 99.84 TC 'I I �' 9934 TP PROPOSED ELEV. AT CURB ��• EXISTING ELEV AT CURB 5' 0" EXIST. ELEVATION FF��9899 00-001� 8 4 PROPOSED ELEVA TION uj .48 EXISTING BLDG. qq �g _EXIST. CONTOUR � PROPERTY LINE — — — SETBACK/PUE LINE 0. z ., SITE IMPROVEMENTS _ FIRE LANE I a'= Q • •o .. ... .... EXIST. GRAVEL DRIVE I>` o I I m 1 61 ' 4 1/2" EJ 3/4 EXPANSION JOINT I co I Ocli SILT FENCE N` FF BLDG. FINISH FLOOR ELEV r I ' TC TOP OF CURB �I' A2'11�'� M� ` �1°'� TP TOP OF PAVEMENT I I _Qr........_ ____.. t � ......... ;- °\° Q � TS W TW TOP OF TOP OF WALL C� 1 _... __...1..... 1° REVISIONS I �F30NI 8.QK -- -- — — ------ — ------------- ----- -- `z t.---- — — — — — — ---- - _ I 12" LEAVEOUT bo cfl 1.0% SLOPE 60 0.5°/ SLOPE 12" WIDE LE VEOUTS 0' O',C. -p 12" WIDE AVEOUTS 20' O.C. rns. _ — — — 'C ''O�} — — — — 4fl'-D'.' PARKING SETBACK — — — — — — — — — ,� 26' 0"'cp Q \, NIX 4 y 1. x r 0 0 00 Q W z N o �� z o W z I � z o P cl p W w 0 w W Z Z w 0 Q Q H r J W � 1"1 3: W J V O 0000 Z 0 N O Vv z a �m �a as Z w 0 U �mn s o115�-av 11. 1A W f iicv 15 \16 17 \18 19 Ja.120 R SILT FENCE FOR EROSION CONTROL AT SOUTH AND EAST SIDES. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 2 ADJACENT PROPERTY ZONING: GC - GENERAL COMMERCAIL ADJACENT PROPERTY OWNER: SOUTHWEST STOR-MOR 21 EXISTING MANHOLE WILL BE ADJUSTED TO BE FLUSH WITH NEW PAVING. —� 0 UTILITY EASEMENT. 0 16-U REAR SETBACK LINE. SEWER FROM EXIST. SEWER TO BLDG. -i EGRESS/ACCESSIBILITY/SITE NOTES: TOPOGRAPHIC INFORMATION WAS NOT AVAILABLE AT THE TIME THE DRAWINGS WERE PREPARED. THE CONTRACTOR SHALL PROVIDE AN ACCESSIBLE ROUTE FROM INSIDE THE BUILDING AT ALL FIRE EXITS/EGRESS POINTS TO THE PUBLIC RIGHT OF WAY. ACCESSIBLE ROUTES SHALL COMPLY WITH 2O12 TEXAS ACCESSIBILITY STANDARDS AND ANSI A117.1 (2009). • WALKING SURFACES ON THE ACCESSIBLE ROUTE SHALL HAVE A SLOPE NO STEEPER THAN 1:20. • CHANGES IN LEVEL OF a INCH MAXIMUM HEIGHT SHALL BE PERMITTED TO BE VERTICAL. • CHANGES IN LEVEL GREATER THAN a INCH IN HEIGHT AND NOT ORE THAN INCH MAXIMUM IN HEIGHT SHALL BE BEVELED IWTH A SLOPE NOT STEEPER THAN 1:2. • CHANGES IN LEVEL GREATER THAN �' IN HEIGHT SHALL BE RAMPED. • RAMPS SHALL COMPLY WITH SECTION 405 OF ANSI A117.1 (2009) MEANS OF EGRESS SIGNAGE: DOORS AT EXIT PASSAGEWAYS, EXIT DISCHARGE AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING WITH SECTION 703.1, 703.2 ABD 703.5 OF THE DEPARTMENT OF JUSTICE'S 2010 ADA STANDARDS. PROVIDE LEVEL LANDINGS AT LEAST 44" LONG AT EACH DOOR. A LEVEL LANDING SHALL BE ESTABLISHED BEFORE ANY RAMP DOWN TO THE DRIVE LANE LEVEL. REFER TO REFERENCED CODES FOR ADDITINOAL REQUIREMENTS. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 1 & BACK 14T OF 2, ACRES 3.71 ADJACENT PROPERTY ZONING: GC - GENERAL COMMERCAIL ADJACENT PROPERTY OWNER: SOUTHWEST STOR-MOR I (CAL SERVICE ELECTR CATION APPROX. LO�- �' r —71 3 7, 3 „ y�/ - 418.49' — -" �. EXISTING '� � — — �— LTIvMTERII ZSEWER — — .......... �___ ---- LAT PROZER4'-Llld�FRC7M _ — DRAINA� 05-16-06. (APPROXIMATE) —�— CONCRETE DRIVE NOTES FIRE LANE MARKING ' EXTSfi TRANSFORMER �i SEEN SON W1.0 KNOX BOX LOCATION. ELECTRIC SERVICE R=50' FIRE TRUCK rf'.''` ,. r,f``?, � ''f ' '`' '' r ` � `.r`"..r``�,.'f<f``r,f'Jr `` � � � MIN. RADII j `"``F,�'`."'' 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RADII I E ; R=50' i Q ;I �ki I� 24'-6" 23 24-0'o0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9. -.•� EXI ING PAR ING TO MAIN FIRE TRUCK R=15' �........ o R=3' _ - .......... ...................._..._ .....__...._.._ WATER SERVICE MINIMUM RADII i 1 �� E _ TO BUILDING rJ id 25 pRAINA 1MODIFY EXISTING DRIVE. FIRE TRUCK _ _ _ _R=50' MINIMUM RADII -- - ` 1 NEW SIGN: "ONE WAY DO NOT ENTER"IT-1 1W # 26 ` e _.�..._ o =20' R=50' R _ 7-7- 27 R �� -R-15' (STING P RKING T REMAI R=3' 40 41 1� 25 24 23 22 21 20 19 18 17 16 15 ONT BACK 37 S 38 I 35 t / 34 1 � a� i EXI CONC. o •rw r ; DR] 28------ �-___001--�-- -- o _-- S32 13' 4" - 76.30' I METER — — I _ _ H. LAY OF HOSE 435' j — — — — WATER — — METER r. o EXIST. FIRE HYDRANT AND WATER METER O SAWCUT & WIDEN i REMAIN IN PLACE. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 3A w EXIST. DRIVE. NEW RADIUS 25' O" ADJACENT PROPERTY ZONING: Cl - COMMERCIAL INDUSTRIAL b_ SAWCUT &WIDEN ADJACENT PROPERTY OWNER: GRAFF GAND LP SOLID HEDGEROW CHORD: S 35 52' 36" E - 305.60' I EXIST. DRIVE. NEW RADIUS 25-0" ILT FENCE FOR (2 @ 21 SHRUBS EA.) RADIUS: 2402.70' EROSION CONTROL AT LENGTH: 305.81' DRIVEWAY THROAT LENGTH 42'-5" SOUTH AND EAST SIDES. PROVIDE NEW & SIDEWALK DELTA: 7 17' 33" PROVIDE 12" WIDE WITH 3OF GREENSPACE FROM LEAVE -OUTS IN CURBS BACK OF CURB. SEE DETAILS ON SP1.1 EXISTING GRAVEL ADJACENT TO WATER EVERY 20'-0"AT SOUTH AND ESTIMATED COST OF SIDEWALK: EXISTING ENTRANCE TO BE USED SERVICE EAST EDGES FOR 1000 SF @ $5.00/SF = $5000.00 AS CONSTRUCTION EXIT. DRAINAGE. WELSH STREET LANDSCAPE PLAN (IN 1 "=20'-O" :9 ii WAATTER METER LOCATION: 1810 WELSH AVENUE COLLEGE STATION, TX LEGAL DESCRIPTION: WHITLEY, LOT 3B LZONING INFORMATION: MMERCIAL INDUSTRIA ONLY (NO STREETS ADJACENT TO OTHER SIDES OF PROP.) SETBACKS PER COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE 12-5.4 FRONT SETBACK =25', REAR SETBACK=l S SIDE SETBACK=7.5 APPROXIMATE TOTAL LOT AREA: 67,310 SF APPROXIMATE LOT AREA OF NEW BUILDING BASED ON REPLAT PROPERTY LINE FROM 05-16-06: 29,952 SF LANDSCAPE ANALYSIS PER COLLEGE STATION UNIFIED DEVELOPMENT ORD. 12-7.6 LANDSCAPING REQUIREMENTS LANDSCAPE SITE AREA POINTS REQUIRED: 899 PTS 30 POINTS PER 1,000 S �TEEA (29952 SF/1000)x30 = 99 LANDSCAPE STREETSCAPE POINTS REQ'D: 1254 PTS 6 POINTS PER 1 LF OF ON RIGHT OF WAY 6 x 209 = 1254 PTS TOTAL POINTS REQUIRED: 2153 PTS LANDSCAPING PROVIDED NEW 3.5+ INCH CALIPER 2100 PTS CANOPY TREE (300 EA) (7 X 300 PTS = 2100 PTS) NEW 5+GALLON SHRUB (10 POINTS EA) 630 PTS (63 X 10 PTS = 630 PTS) TOTAL POINTS PROVIDED: 2730 PTS STREET TREE REQUIREMENTS 1 TREE PER 32 LF OF FRONTAGE 209/32 =6.53 = 7 TREES REQUIRED 7 TREES PROVIDED LEGEND INDICATES EXIST. 8+" CALIPER �. CANOPY TREE ,, r ff` INDICATES NEW 3.5+ INCH CALIPER CANOPY TREE LIVE OAK - QUERCUS VIRGINANA OR OTHER ACCEPTABLE o CANOPY TREE FROM THE PROVED PLANT LIST. IF AN NATE IS E MUST BE APPROVED FOR STREETSCAPE PLANTING, SALT TOLERANT, EVERGREEN, DROUGHT TOLERANT AND NATIVE TO TEXAS. (7@300PTS EA) INDICATES NEW 5+ GALLON SHRUB NANDINA - NANDINA DOMESTICA COMPACTA OR OTHER ACCEPTABLE SHRUB FROM THE COLLEGE STATION APPROVED PLANT LIST. IF AN ALTERNATE IS SELECTED, THE SHRUB MUST BE APPROVED FOR SCREENING, SALT TOLERANT, EVERGREEN AND DROUGHT TOLERANT. (63 @ 10 PTS EA) PERMIT REV-01 /07/2016 (REV( EVV r FEB 0 A 7016 C. DEVt1,'Vf�C ES PLA 1- Foil-� REVISIONS 1 PERMIT REV-10/07/2015 PE,\MIT REV-] 1/06/2015 PERMIT REV-]2/11/2015 PERMIT REV-]2/22/2015 DATE 12/22/15 DRAWN BL CHECKED NW Z V cry ui 0 M N Lu F— x w z W 09:0 T Lu c� w ono uN °, z a Z� Q O z Z Q 0 N Q Z Q Z Lu rpol 1�i C45N w X :3 Lu Z uj =0 Q Q <„ J � W N 3w 0 U U O Z O ]�F JOB NO.: 1411 NAME: LANDSCAPE PLAN SCALE: 1 "=20'-O" SHEET Ll 90 PROVIDE 12" WIDE LEAVE -OUTS IN CURBS EVERY 20'-0"AT SOUTH, EAST & WEST EDGES FOR DRAINAGE. IRE LANE- R=3' 14 ( 15 ,16 11 7 118 19 120 tN m o� 21 .o �122 o rn N 23 1n 4� Ln 19 SILT FENCE FOR EROSION CONTROL AT SOUTH AND EAST SIDES. MONOGRAMS & MORE A TR DEMANDS M O OG1 'ii? .^t MS t ,A,( --.',RE PILUNABING .`_.IXI LI l I S C HE i X" lI A�.� '_J .: }4. t T2 f`3 'W.k t ` f�:�i Y!-.. }" V t -F .� 1` �C ..;1 .. 'Y '"�w U� i ,.^'� ' ,, .... T S N K. � , ........... AVAT 0IRZY 11 t4DIV11)UAL) 1 30 PEAK , JC)t rpl.:1 . OW 00 C�PH v, _'P v aid_i� �J�P � '*-�S� 1_00Dtr,tE TER NFSUPPLY .__ X_. .iTsR,_ t,lES� y „Lk iviFTETR ?;C1- Sz_ P',_ Y uNE , 00" DIAiMiETER s €>E Eh� E' , /20 STANDARD NOTES: FROM THE CITY OF COLLEGE STATION SITE DESIGN STANDARDS, APRIL 2014 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE ARES, THE PARKING LOT SETBACK, RIGHTS -OF -WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. BICYCLE RACK DETAIL/NOTES: THE BICYCLE RACK SHALL BE CAPABLE OF STORING A MINIMUM OF (4) FOUR BICYCLES WITH A MINIMUM AREA OF 55 SQUARE FEET AND MINIMUM DIMENSIONS OF 9'-0"x6-0". SEE DETAIL BELOW. 6" @ each end EXISTING MANHOLE WILL BE ADJUSTED TO BE FLUSH WITH NEW PAVING. -� ;ING OTE f R=20' i 1 FIRE TRUCK 1 MIN. RADII ! l `1 `- R=50' ( 3e. i w i 0 � L I 1 QI p� � }I �11 FLOODPLAIN NOTE: THIS SITE IS NOT LOCATED IN A FLOODPLAIN. SEE FEMA MAP NUMBER 48041 C0305F. SITE LIGHTING NOTES: THE FOLLOWING SPECIFIC LIGHTING REQUIREMENTS MAY APPLY: 1. FACADE AND FLAGPOLE LIGHTING MUST BE DIRECTED ONLY TOWARD THE FACADE OR FLAG AND SHALL NOT INTERFERE WITH THE NIGHT -VISIBILITY ON NEARBY THOROUGHFARES OR SHINE DIRECTLY AT ANY ADJACENT RESIDENTIAL USE; 2. ALL LIGHTING FIXTURES INCORPORATED INTO NON -ENCLOSED STRUCTURES (I.E., GAS PUMP CANOPIES, CAR WASHES, ETC.) SHALL BE FULL;' RECESSED INTO THE UNDERSIDE OF SUCH STRUCTURES; 3. FOR PROPERTIES ZONED SC SUBURBAN COMMERCIAL, SITE AND PARKING LOT LIGHTING FIXTURES MAY NOT EXCEED THE EAVE HEIGHT OF THE BUILDING TO WHICH THEY PRINCIPALLY RELATE, WITH A MAXIMUM HEIGHT LIMIT OF TWENTY (20) FEET; AND 4. FOR PROPERTIES ZONED BP BUSINESS PARK, SITE AND PARKING LOT LIGHTING FIXTURES MAY NOT EXCEED THE HEIGHT OF THE BUILDING TO WHICH THEY PRINCIPALLY RELATE, WITH A MAXIMUM HEIGHT LIMIT OF TWENTY (20) FEET. SEE COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE SECTION 12-7.1 1.-OUTDOOR LIGHTING STANDARDS FOR LIGHTING REQUIREMENTS. SIGNAGE NOTES: 1. THIS IS A BUILDING PLO�FOR THE PURPOSE�QF IGNAGE. A L CE SECTION 12-7.5. - SIGNS FOR LOCAL REQUIREMENTS RELATED TO BUILDING AND SITE SIGNAGE. FIRE LANE NOTES: 1. NO PARKING - FIRE LANE MARKING SHALL BE PAINTED ON THE GROUND, THROUGHOUT ANY AREA THAT DOES NOT HAVE A CURB. FIRE LANE MARKING SHOULD BE PAINTED IN THE BACK OF THE TWO BUILDINGS WHERE CURBS ARE ABSENT. THIS FIRE LANE SHALL BE CONTINUOUS. 2. A FIRE LANE SIGN, ADOPTED BY THE CITY OF COLLEGE STATION , SHALL BE PLACED TO THE RIGHT HAND SIDE OF EACH DRIVEWAY ENTRANCE. THIS INCLUDES BOTH DRIVEWAY WHETHER THEY ARE INTENDED FOR ENTRANCE OR EXIT, OR PAINT FIRE LANE BEHIND ALL PARKING SPACES. 3. SEE SECTION 503 OF THE 2012 INTERNATIONAL FIRE CODE FOR ADDITIONAL INFO. & REQ'TS. 4. KNOX BOX WILL BE PLACED ON BUILDING. SEE NOTE ON THIS PAGE. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 1 & BACK 14T OF 2, ACRES 3.71 ADJACENT PROPERTY ZONING: GC - GENERAL COMMERCAIL ADJACENT PROPERTY OWNER: SOUTHWEST STOR-MOR ICAL SERVICE Io � 10'-0" UTILITY EASEMENT. mac-- -_ - 0 15'-0" REAR SETBACK LINE. _ SEWER FROM EXIST. SEWER TO BLDG. - EGRESS/ACCESSIBILITY/SITE NOTES: TOPOGRAPHIC INFORMATION WAS NOT AVAILABLE AT THE TIME THE DRAWINGS WERE PREPARED. SEE SHEET ADA2FOR RESERVED SIGN LETTERING THE CONTRACTOR SHALL PROVIDE AN ACCESSIBLE ROUTE FROM INSIDE THE AND REQUIREMENTS. -PARKING BUILDING AT ALL FIRE EXITS/EGRESS POINTS TO THE PUBLIC RIGHT OF WAY. 12"x18" STANDARD HANDICAPPED ACCESSIBLE ROUTES SHALL COMPLY WITH 2O12 TEXAS ACCESSIBILITY PARKING SIGN STANDARDS AND ANSI A117.1 (2009). • WALKING SURFACES ON THE ACCESSIBLE ROUTE SHALL HAVE A SLOPE NO NUTS: STEEPER THAN 1:20. SYMBOLS • CHANGES IN LEVEL OF 1 INCH MAXIMUM HEIGHT SHALL BE PERMITTED TO BE SHALL BE LOCATED 4 60" MIN. ABOVE VERTICAL, FINISHED GRADE. • CHANGES IN LEVEL GREATER THAN a INCH IN HEIGHT AND NOT ORE THAN INCH MAXIMUM IN HEIGHT SHALL BE BEVELED IWTH A SLOPE NOT STEEPER THAN 1 :2. STANDARD SIGN W/TEXT: "$50-$200 FINE WITH OUT • CHANGES IN LEVEL GREATER THAN �' IN HEIGHT SHALL BE RAMPED. VEHICLE PERMIT" • RAMPS SHALL COMPLY WITH SECTION 405 OF ANSI A117.1 (2009) NOTE: MEANS OF EGRESS SIGNAGE: DOORS AT EXIT PASSAGEWAYS, EXIT DISCHARGE SEE SHEET ADA1 AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING WITH FOR ADDITIONAL SECTION 703.1, 703.2 ABD 703.5 OF THE DEPARTMENT OF JUSTICE'S 2010 ADA INFORMATION. STANDARDS. PROVIDE LEVEL LANDINGS AT LEAST 44" LONG AT EACH DOOR. A LEVEL LANDING SHALL BE ESTABLISHED BEFORE ANY RAMP DOWN TO THE DRIVE LANE 2" GALV. POST LEVEL. FINISHED GRADE REFER TO REFERENCED CODES FOR ADDITINOAL REQUIREMENTS. "' FIRE FLOW 12" DIA. CONC FOOTING EXISTING BUILDING ASSUME CONSTRUCTION TYPE VB, ASSUME 9,767 SF FIREFLOW = 2,750 GALLONS PER MINUTE+ NEW BUILDING CONSTRUCTION TYPE VB, 89,06 SF FIREFLOW = 2,500 GALLONS PER MINUTE ' ELECTR APPROX. LOCATION im 418­17 'Ek EXISTING T 3 ^ W - .49' - .... - _ LAT2SD2ZW-LIhdE FRAM" - I - DRAINAGE 05-16-06. (APPROXIMATE) ---ISTff1Z CONCRETE DRIVE ---- FIRE LANE - - - - - - - `FIST. TRANSFORMER MARKING - - SEE NOTES ON SP1.0 R=50' FIRE TRUCK > MIN. RADII z F.s f `F r .: `�` � R=30' C., � SERVICE •�..,�'',.'�`,�...�`.,` '' .#'rF . jr r /`...° ,^'''�..�` .�'_�```^' �^`` . 'd,• ^' � f `` ^'` ,� ,'` .%?i r� ^/.,'f � r � x , & I KNOX BOX LOCATION. 16-4XV EXISTING BUILDING 1-story, 8,400 s.f. 24'-6" I0 0 n....m...... __ I 2 i RACKS . a i 13 8 7 6 5 4 3 ; 12 11 10 q'-0" 9 _0 - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 11 0 0-0 R=50' R=5' R=3' EXI ING PAR ING TO MAIN R=15'\ - FIRE TRUCK MINIMUM RADII I a R=30, - pRA1NAGE A L E25 -- - - - - MODIFY EXISTING DRIVE. DRAINA� - , _ R=50' �o FIRE TRUCK - - _._ NEW SIGN: "ONE WAY DO NOT ENTER" MINIMUM RADII � IT-11Ya' t -7 27 R=3' I\ R=15' (STING P RKING T RE-1- 39 R=3' 40 41 I 25 24 23 22 21 20 19 18 17 16 15 r'fa ONT S BACK 35 36 37 38 - 34 EXIST. CONC. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 2 �,_ �� 31 32 33 __ 26'-0" � � � DRIVE ADJACENT PROPERTY ZONING: GC - GENERAL COMMERCAIL 28 29 30 �7` a5�fa - - _ _ _ _ _ _ _ __ __ ADJACENT PROPERTY OWNER: SOUTHWEST STOR-MOR - - - -` S 32 13' 4" E - 76.30' 3 o "PARKING SETBACK o - - - _ - - _- - - I _ 10' b --___--------- - LAY OF HOSE435' WATER ------- --------- WATER METER , METER SAWCUT &WIDEN EXIST. WATER METER. ADJACENT PROPERTY LEGAL DESCRIPTION: WHITLEY, LOT 3A EXIST. DRIVE. NEW RADIUS 25'-0" 1 CONNECT NEW SERVICE TO EXISITNG. ADJACENT PROPERTY ZONING: CI - COMMERCIAL INDUSTRIAL CONNECT NEW IRRIGATION SERVICE TO EXISTING ADJACENT PROPERTY OWNER: GRAFF GAND LP 3TLT FENCE FOR EROSION CONTROL AT SOUTH AND EAST SIDES. PROVIDE 12" WIDE LEAVE -OUTS IN CURBS 20'-0"AT SOUTH, EAST & WES EDGES FOR PROVIDE NEW 6' SIDEWALK- `1 WITH S OF GREENSPACE FROM BACK OF CURB. SEE DETAILS ON SPI.I ESTIMATED COST OF SIDEWALK: 1000 SF @ $5.00/SF = $5000.00 ,f CHORD: S 35 52' 36" E - 305.60' RADIUS: 2402.70' LENGTH: 305.81' DELTA: 7 17' 33" EXISTING GRAVEL ADJACENT TO EXISTING ENTRANCE TO BE USED AS CONSTRUCTION EXIT. IRRIGATION SERVICE. SAWCUT & WIDEN EXIST. DRIVE. NEW RADIUS 25-0" DRIVEWAY THROAT LENGTH 42'-5" ER /ICE WELSH STREET SITE PLAN (*N 1 "=20'-0" PERMIT REV-01 /07/2016 PERMIT REV-01 /25/2016 PERMIT REV-01 /29/2016 SITE PLAN~ FIRE DESIGN Constr. Type Bld. Size SF No. Stories Sprinkled (Y/N) No. FHs (Locations Required Flow ACCESSIBLE SIGN DETAIL 1 "=20'-0" LOCATION: 1810 WELSH AVENUE COLLEGE STATION, TX LEGAL DESCRIPTION: WH11LEY, LOT 3B ZONING INFORMATION: CI - COMMERCIAL INDUSTRIAL ONLY (NO STREETS ADJACENT TO OTHER SIDES OF PROP.) SETBACKS PER COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE 12-5.4 FRONT SETBACK =25', REAR SETBACK=1 SSIDE SETBACK=7.5 APPROXIMATE LOT AREA: 67,310 SF PARKING ANALYSIS PER COLLEGE STATION UNIFIED DEVELOPMENT ORD. 12-7.3 V 1 1 rV li d� A 4 FEB a 9 7016 CC'(_.LE ,� a i ATIC-Ihq DEVELU -�o,%it:I 5 .= 1% ES PLAT F=1LE :`: ijVl_` m-... ____a.._,. AREA AND USE OF STRUCTURE: EXISTING BUILDING 8400 SF 25 25 OFFICE/RETAIL SALES & SERVICE SPACES SPACES (250 SF PER SPACE) EXISTING EXISTING NEW BUILDING 8906 SF 36 NEW 41 SPACES OFFICE/RETAIL SALES & SERVICE SPACES PROVIDED (250 SF PER SPACE) REQUIRED TOTAL AREA 17306 SF TOTAL NUMBER OF bl 67 PARKING SPACES SPACES SPACES REQUIRED/PROVIDED REQUIRED PROVIDED HC PARKING 3 1 - VAN ACCESSIBLE SPACES REQUIRED* SPACES 2 - STANDARD ACCESSIBLE HC PARKING 3 2 - VAN ACCESSIBLE SPACES PROVIDED SPACES I - STANDARD ACCESSIBLE (VAN ACCESSIBLE MEETS REQU'TS OF STANDARD) *FROM DEPT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN http://www.ada.gov/(estripe.pdf VICINITY MAP !� O 2l� !<. O2 O (�5 ,�NJPy �� O SOJ�XX � G`r�` F� GF GP REVI ED FOI CO LIANCE E STAT O 1810 WELSH AVENUE EN I EERING REVISIONS PERMIT REV-10/07/2015 PERMIT REV-1 1 /06/2015 aA PERMIT REV-12/11/2015 5 PERMIT REV-12/22/2015 DATE 12/22/15 DRAWN BL CHECKED NW Z V V) LLJ r> CD Uj Q W z ra LL-I m 0 Uj M w CO Z a Z� oe O Z Z Q 0 04 Z Z LU O W N M Z � wz :�i QO Q J ~ 1U N 3w 2-1 r � 00O U O Z O JOB NO.: 1411 NAME: SITE PLAN SCALE: 1 "=20'-0" SHEET SP ]'s 0 REVISIONS PERMIT REV-12/11/2015 PERMIT REV-12/22/2015 PEDESTRIAN FACILITIES SEAL WITH EXPANSION PAVING NOTES: GENERAL R` L NOTES: JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1 /2"0 x 18", 12" O.C. (COATED WITH HEAVY GREASE) 3/4"14/4 FROM THE CITY OF COLLEGE STATION SITE DESIGN STANDARDS, APRIL 2014 EXCEPT AS OTHERWISE PROVIDED, ALL OFF-STREET PARKING AREAS, INCLUDING DRIVE AISLES, 1, AI 1 SLOPES ARE MAXIMUM ALLOWABLE, THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY 4" -� DRIVEWAYS AND PARKING STALLS, SHALL BE CONSTRUCTED WITH A MINIMUM ALLOWABLE SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE PARKING LOT PAVEMENT OF ONE OF THE FOLLOWING OPTIONS: OF APPROACH SIDEWALKS AS DIRECTED. RECYCLED MATERIAL, 1/2" 3" LONG METAL OR PLASTIC CAP, 2. LANDINGS SHALL BE A 5' X V MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1/16" GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP • ASPHALT - A MINIMUM OF ONE AND OIJE-HALF INCHES (1.5") OF ASPHALT PAVEMENT ON APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" TOP OF SIX INCHES (6") OF LIMESTONE BASE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. * CROSS SLOPE NOT TO EXCEED • CONCRETE - A MINIMUM OF FIVE INCHES (5") THICK; REINFORCEMENT WITHIN THE THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL O BE LESS THAN RN ANY PORTION TRANSITION OF RAMP OR TRANSITION P CONCRETE SECTION SHALL CONSIST OF NUMBER FOUR (#4) BARS ON EIGHTEEN INCH VEHICULAR TRAVEL PATH. TO STREET (18") CENTERS, CENTERED WITHIN THE PAVEMENT THICKNESS. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 20/6. SIDEWALK EVRIATSIOVK CONSTRUCTIO%V JOINT ALL OFF-STREET PARKING AREAS SHALL BE INSTALLED GRADED TO DRAIN AND SHALL BE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS Gip MAINTAINED SO ASTO DISPOSE OF SURFACE WATER ACCUMULATED WITHIN THE AREA. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS 6 / `Z' PARKING SPACES SHALL BE ARRANGED AND MARKED SO AS TO PROVIDE FOR THE SAFE AND PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. / ORDERLY PARKING OF VEHICLES. NON-PUBLIC, ALL-WEATHER DRIVE SURFACES, WHETHER OTHERWISE, PROVIDE FLARED SIDES. SAWED OR FORMED, NOTES: J`� TEMPORARY OR PERMANENT, THAT ARE REQUIRED FOR EMERGENCY ACCESS OR 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, 1/8" TO 3/16" SEAL WITH EXPANSION 1. SIDEWALK PLACEMENT SHALL BE IN p� Q� TURNAROUND FOR EMERGENCY VEHICLES MUST BE CONSTRUCTED TO FUNCTION UNDER ALL DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS JOINT MATERIAL, MIN. ACCORDANCE WITH B/CS UNIFIED ryh y WEATHER CONDITIONS. TO ACCOMMODATE A PROJECT DURING CONSTRUCTION, ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN 3/8" R DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS / PHASING, OR PERMANENT INSTALLATION, DRIVE SURFACES THAT DO NOT MEET THE REQUIREMENTS FOR PERMANENT PAVEMENT SURFACES MAY BE ALLOWED AT THE DISCRETION SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE TO BE TOOLED 1" DEEP AT AN / OF THE ADMINISTRATOR FOR THE SPECIFIC CONDITIONS STATED BELOW: DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR 4- INTERVAL EQUAL TO THE SIDEWALK THROUGH THEM. CONTRACTION JOINTS @ 4SO.0 0' O.C., / • TEMPORARY ALL-WEATHER SURFACE (DURING CONSTRUCTION): A STRUCTURE UNDER 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE 3. DOWEL IN AND TIE TO ANY CONCRETE PROPERTY LINE / CONSTRUCTION MUST BE ACCESSIBLE BY AN ALL-WEATHER DRIVE SURFACE. THIS IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK STRUCTURE ADJACENT TO SIDEWALK / DETECTABLE SURFACE MAY CONSIST OF THE PERMANENT PAVEMENT AS DESCRIBED ABOVE, MAY MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CkOSSWALKS, OR AS SIDEWALK COVTRACTIO�:JOINT (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX ETC.) WITH #3 x 12" i WARNING a SURFACE CONSIST OF FOUR INCHES (4") OF LIMESTONE BASE WITH AONE-COURSE SEAL COAT AS DIRECTED BY THE ENGINEER. BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. - _ `l' SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, 1993 EDITION, ITEM 316. THIS IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 4. COMPACTION: COMPACTED SUBGRADE RAMPk TEMPORARY ALLWEATHER SURFACE MUST BE REWORKED OR REPLACED TO MEET THE 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. �� ! MATERIAL COMPACTED TO A DENSITY 3'-0 MIN. 6'-0" VARIES - AT LEAST MAXIMUM DRY DENSITY AS DETERMINED BY ° Z '�° °° °bvco 6' SIDEWALK 1:12 0 oo.oa PERMANENT PAVEMENT STANDARD AS DESCRIBED ABOVE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. PROCTOR COMPACTION TEST ASTM SLOPE ,p 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT E 2% MAX- D698 (STANDARD) AND SHALL BE °a,'oo MAX. SURFACE PHASING): IN CASES DURING SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR , / 0-4% WET OF THE OPTIMUM • SEMI -PERMANENT ALL-WEATHER (DURING BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY MOISTURE CONTENT PHASING OF A LARGE PROJECT, EMERGENCY ACCESS AND TURNAROUNDS OFTEN MUST THE ENGINEER. : ; } 5. A MINIMUM CLEAR PEDESTRIAN WIDTH EXPANSION JT. & 3' SMOOTH DOWEL BAR, BE ADDED AS A TEMPORARY MEASURE UNTIL ADDITIONAL PHASES ARE CONSTRUCTED. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. SEE NOTE 4 AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF 1/2" DIA. X 16", WITH CAP ((�� 12" O.C. THESE EMERGENCY ACCESS AREAS MAY CONSIST OF PERMANENT PAVEMENT SURFACE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG SIDEWALK. (COATED W/HEAVY AS DESCRIBED ABOVE, OR MAY CONSIST OF SIX INCHES (6") OF LIMESTONE BASE CURB LINE. GREASE) WITHONE-COURSE SEAL COAT AS SPECIFIED IN THE TEXAS DEPARTMENT OF #3 BARS 12" O.C.E.W. OR 28-DAY CO�(NN4CRETE STRENGTH 6' MIN. TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, #4 BARS �Sa 18" O.C.E.W. SEE FINp13H NOTHICK MIN.) I BACK OF CURB STREETS AND BRIDGES, 1993 EDITION, ITEM 316. IF THE SEMI -PERMANENT SURFACE IS USED, THE SIX-INCH (6") CURB IS NOT REQUIRED, AND THESE AREAS MUST BE GATED OR PROTECTED FROM PUBLIC USAGE AND SIGNED FOR EMERGENCY ACCESS ONLY. WHEN r1LONGMINOR COLLECTORS' THE ADDITIONAL PHASE IS CONSTRUCTED THESE AREAS MUST BE REMOVED OR REWORKED TO MEET THE PERMANENT PAVEMENT STANDARDS AS DESCRIBED ABOVE. ,4 AD IARGI,R • PAVEMENT AND SURFACING STANDARDS PERMANENT ALL-WEATHER SURFACE (PERMANENT): IN SOME DEVELOPMENT SCENARIOS, AN EMERGENCY ACCESS OR TURNAROUND MUST BE CONSTRUCTED TO MEET EMERGENCY ACCESS PURPOSES AND IS 6' SIDEWALK AMBULATORY NOT REQUIRED FOR PUBLIC TRAFFIC, SERVICE VEHICLES OR SANITATION VEHICLES. IN REQUIRED FOR EMERGENCY ACCESS ONLY MAY CONSIST OF THESE CASES, THE GENERAL NOTES FOR SIDEWALK CONSTRUCTION •,, = 6' CONCRETE SIDEWALK �`' RAMP AT STREET INTERSECTION &DRIVES AREA PERMANENT PAVEMENT SURFACE AS SPECIFIED ABOVE, OR MAY CONSIST OF SIX INCHES (6") OF LIMESTONE BASE WITH A TWO -COURSE SEAL COAT AS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF r�° HIGHWAYS, STREETS AND BRIDGES, 1993 EDITION, ITEM 316. IF THE SEAL COAT SURFACE IS DATE DETAIL NO DATE DETAIL NO. C�'Ti' car BRY_Al� DATE AUG. 2012 B/CS UNIFIED DETAIL NO. SW2-GN CrI� OrCcnIICI:Srnno� Crry tn= I�IAN AUG. 2012 B/CS UNIFIED STANDARD DETAIL SW1-02B crl7ol,C0laac:r;S'I- rcoN Cis or 13x81'AI\ AUG. 2012 B/CS UNIFIED STANDARD DETAIL SW3-04 Cny Or Cc>Ilccr,Srn�ITO` USED, A SIX-INCH (6") CURB IS NOT REQUIRED, AND THESE AREAS MUST BE GATED OR �herxnLda,I a.,.N,%r. STANDARD DETAIL 7hr(axtLle.Yew.Yq/r: %re( <.%-. u•1P PROTECTED FROM PUBLIC USAGE AND SIGNED FOR EMERGENCY ACCESS ONLY. VARIES EE R APPROVED BOLTED 3l16" NAC TYPE "D" EXPANSION JOINT ELEV=TlCELEV+3" TYPICAL CURB DETAIL - not to scale NOMINAL EQUAL EXISTING CURB&GUTTER ANNULAR TO BE REMOVED SPACE I _ KEEP 6" RISE TO MATCH ILOF PROPERTY LINE EXISTING GUTTER i Curbs A\YA\YA j I A six inch (6") raised monolithic concrete curb shall be required around the entire • • .' I 3'r I EXISTING PVMT. I 16 perimeter of all paved areas, including all parking islands. Design of the combined curb in the diagram below: .; 2"X4" WIRE MESH FASTENED TO T-POST I and gutter section must meet minimum standards as shown j _ ----- 6" • " No. 4 BARS IE 31TYPE` TIi1 % 1�; 11<. a 3" RISE ( A.- )1 � #�� I1 SEDIMENT CONTROL FABRIC EXISTING BASE MIN. DRIVEWAY APRON SHALL BE - > AT 9L d�;1� ��-�w It"as FASTENED SECURELY TO T-POST & WIRE MESH DEFORMED TIE BAR 6" 28-DAY CONCRETE #4 X 18" O.C. STRENGTH = 3000 psi) W/ #4 P G r . "K'or 00111,701, - ti11 to 1M 1t 1R 'T 6" VARIESTYING BARS @[� 18" O.C.E.W. ASPHALT ] � �% (Typ) CONCRETE T EXISTING APRONS W/O CURB & GUTTER CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN ONLY DITCHED STREET SECTIONS METAL T-POST AS 8" OF FILTER FABRIC TO EXTEND ONLY. 3tR REQUIRED TO INTO A TRENCH AND BE ANCHORED MAINTAIN WITH COMPACTED BACK FILL SPACED 6' APART SECTIONA ,4 ;.. ALLOW 2.5' TO VAT TOE OF SILT AND/OR SLOPE FOR SEDIMENT TO TRENCH GRATE MAY ONLY BE FENCE HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. Q / ) ALLOWED WITH PRIOR APPROVAL DRAINAGE FLOW = 3l4• ]C8` N' FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER ;,1 AI©i _ STORM SEWER SYSTEM I I ' TYPE "G" EXPANSION JOINT AVAILABLE. ; FLOW I" pIREC.n�F NATURAL GROUND PROPERTY LINE SITE DESIGN STANDARD NOTES: ' 4., VARIES x MAINTAIN 2% MAX RETURN CURB TO HAVE FROM THE CITY OF COLLEGE STATION SITE DESIGN STANDARDS, APRIL 2014 CROSS SLOPE A ROLL FACE DIMINISHING .. 4 X4 MIN TRENCH 4 AT RADIUS POINT 1 GROUND - MOUNTED ALL ROOF AND GROUND MOUNTED MECHANICAL EUIPMENT SHALL BE SCREENED 20" TYPE "D" VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR AMBULATORY RAMPFROM 25'MIN. R. REMOVE CURB LONGITUDINAL SLOPE 1:12 MAX ��JOINT RESIDENTIAL DISTRICT WITHIN 150'OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE THRU RAMP FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING - - - - - - - - - - - - - r - - - - - - - - - - - - - ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. SIDEWALK- 2. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A :. PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE ARES, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEAT THE PARKING LOT SETBACK, RIGHTS -OF -WAY AND ADJACENT PROPERTY DISTURBED NEAT SAW CUT SAW CUT DURING CONSTRUCTION. r�l -� - - - 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A ISOMETRIC VIEW I 4 REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW "G" DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 1' TYPE A NEAT EXISTING CURB & GUTTER TO EXPANSION JOINT SAW CUT REMOVED. REPLACE STREET 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER SBE URFACING AS E NEEDED CITY ORDINANCE 2394. SIDEWALK DRAINAGE TRENCH GRATE .,rMaw SILT FENCE ASSEMBLY COMMERCIAL DRIVEWAY ax Cis or I3RY:AN Crltorcu,Iccl:Sr.�no� Ciry or I3xi'rli 'f'ew.Sgie: CI I• orCa:Ilcr.S•r%r1Ux erg' cu 138�A1\' The (,ixd LJr, l..c�.�:ti.ie- CI'I-Y0I Cc>IIIcr:Sr.cnOx IkEVIEWED DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. SW3-02 DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. SWPP1-03 DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. ST2-03 The Giasd Lrk. 7ecas:k•ie.' the (:oML/r, _.. FEB 0 9 2016 C COLLEGE STATIO ENGINEERING DATE 12/22/15 DRAWN BL CHECKED NW v Z V V) LU r M 0 00 WXI N w V) z LU >_ a m v = W Z� a o z Q Z 0 N T� 1 F_ Z LLJ cy- ::E N '^ ! LU�/ Z� z S LU >0 Qo J H w V, 3 "' O w `i 1..` � J �O v U O Z O JOB NO.- 1411 NAME: SITE NOTES AND DETAILS SCALE: AS NOTED SHEET SPI *1 1 OF 1 EXISTING PAVEMENT 1/8" RADIU TOP OF EXISTING 6" THICKNESS COMPACTED LIME STABILIZED SUBGRADE (ASSUME 5%) TRANSITION PAVEMENT THICKNESS THIS AREA AS SHOWN PROPOSED PAVEMENT 1 3/8" 0 BARS ,"12" O.C. (BOTHWAYS) s I � CD CL 4,000 P.S.I. CONCRETE (28—DAY STRENGTH) TYPICAL SECTION THRU ACCESS DRIVE APRON N.T.S. 24" 3" %K s = 3" #4 BAR CONTINUOUS #4 BAR CONTINUOUS TYPICAL 24" REINFORCED CONCRETE CURB & GUTTER N.T.S. 24" CONCRETE CURB & GUTTER SHALL BE 4,000 P.S.I. CONCRETE (28—DAY STRENGTH) REINFORCED WITH GRADE 60 STEEL 3/4" THICK X 4" WIDE FIBER FORM MATERIAL 3/4" WIDE X 1" DEEP JOINT FILLED WITH POLYURETHANE JOINT SEAL 6" AND 5" THICK REINFORCED CONCRETE PAVEMENT 1/2"0 X 24" SMOOTH "GREASED" DOWELS WITH CARDBOARD SLEEVES ® 12" O.C. EXPANSION JOINT DETAIL N.T.S. NOTE: PLACE EXPANSION JOINTS DEPICTED ON THIS SHEET 5" THICK REINFORCED CONCRETE PAVEMENT (4,000 P.S.I. 28—DAY) •. 2" THICK SAND LEVELING CUSHION " 0 BARS 0 12" O.C. 3/8" 0 BARS 0 12" O.C. TYPICAL 5" REINFORCED CONCRETE PAVEMENT N.T.S. 6" THICK REINFORCED CONCRETE PAVEMENT (4,000 P.S.I. 28—DAY) •. 2" THICK SAND LEVELING CUSHION °. " 0 BARS 0 12" O.C. 3/8" 0 BARS 0 12" O.C. » -�Nr ivel� TYPICAL 6 REINFORCED CONCRETE * N N.T.S. GV s CV #3 BAR CONTINUOUS 6" 3" /- 3" 'f �qe-c L"'-� ► ►F .. s .► • 1 Ili #3 BARS 0 12" O.C. BOTHWAYS TYPICAL 6" CONCRETE MONOLITHIC CURB N.T.S. 6" CONCRETE MONOLITHIC CURB SHALL BE 4,000 P.S.I. CONCRETE (28—DAY STRENGTH) REINFORCED WITH GRADE 60 STEEL G1 A" 2" THICKNESS SAND LEVELING CUSHION #3 BARS 0 12" O.C. 2 1 /2" N 5' WIDE REINFORCED CONCRETE SIDEWALKN.T.S. HIGH SIDE OF SIDWALK TO BE 2" ABOVE NATURAL GROUND, EXPANSION JOINTS TO BE PLACE 0 20' INTERVALS AND 0 P.H.C. & P.H.T. OF CURVES. CONTROL JOINTS TO BE PLACE 0 5' INTERVALS. CONCRETE TO BE 4,000 P.S.I. (28—DAY STRENGTH) WITH GRADE 60 REINFORCING STEEL. EVIEWED F FEB o 4 za 1� ji COLLEGE STA 1 ENGINEERING REVISIONS PERMIT REV-12/11/2015 PERMIT REV-12/22/2015 PERMIT REV-01 /25/2016 DATE 12/22/15 DRAWN BL CHECKED NW V) Z V V Lu 00 � L.L LLl N Q w F- z W m� = w00 to Z a ZM Q O z Z Q 0 04 I F— Q Z uj O L C45 � N w Q �x S z w Z QO Q J H W N 3W w LL J �O ^U r O Z O JOB NO.: 1411 NAME: PAVING DETAILS SCALE: AS NOTED SHEET SPI 92