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HomeMy WebLinkAboutDrawingsPLANT /MATERIAL LIST W Q Q 0 SYMBOL DESCRIPTION QUANTITY POINT . VALUE POINTS EXISTING CANOPY TREES INTERIOR PARKING SPACES REQUIRED. LIVE OAK . (Quercus virgTnia) SIZE: 4' TO 8' CAL STREETSCAPE QUANTITY - - - LANDSCAPE QUANTITY: - - - BUFFER QUANITiY: - - - LIVE OAK (Quercus virgTnio) SIZE: 8' CAL AND LARGER STREETSCAPE QUANTITY: - - - LANDSCAPE QUANTITY: - - - . BUFFER QUANIIIY: - - NEW CANOPY TREES (or from City Approved List) 3. BUFFER WIDTH: 10 LF. - - - _, `PROVIDED BALD CYPRESS (Tozodium distichum) SIZE: 3.5" CAL (MIN.) STREETSCAPE QUANTITY- C? 4. BUFFER WIDTH: 395 L.F. LANDSCAPE QUANTITY: - - - BUFFER QUANITIY: - - - 1 EWATER OAK (Quercus nigra) E: 3.5" CAL (MIN.) STREETSCAPE QUANTITY: 7 300 2,100 LANDSCAPE QUANTITY: 4 300 1,200 BUFFER QUANITiY: - - - CHINESE PISTACHE (Pistacto chinensis) SIZE: 3.5' CAL (MIN.) STREETSCAPE QUANTITY: - - - LANDSCAPE QUANTITY: - - - BUFFER QUANITIY: - - - POST OAK (Quercus virginia) SIZE: 2.0' CAL (MIN.) STREETSCAPE QUANTITY B. -CANOPY TREES: 16 LANDSCAPE QUANTITY - - - BUFFER QUANITiY: 26 - - NEW NON- CANOPY TREES (or from City Approved List) w U- CRAPE MYRTLE (Lagerstroemia indica) " SIZE: 3 - 5 CANES (MIN. CANE DIA. = 1.25) STREETSCAPE QUANTITY: 24 - 40 960 LANDSCAPE QUANTITY: 22 40 880 BUFFER QUANTITY: - - - 3. BUFFER WIDTH: 10 LF. EVE'S NECKLACE TREE (Sophora afftnis) SIZE: 1.25' CAL (MIN.) STREETSCAPE QUANTITY. - - - LANDSCAPE QUANTITY: - - - BUFFER QUANTITY: - - - NEW SHRUBS 0 (� WAX MYRTLE (dwarf) (Myrica. cerifera var. pumtla) SIZE: 5 GAL - HEIGHT: 36" MIN. STREETSCAPE QUANTITY - - - LANDSCAPE QUANTITY: 45 10 450 BUFFER QUANTITY: 211 - - TOTAL POINTS REQUIRED: 1 5,561 1 TOTAL POINTS PROVIDED:.] 5,590 E. TREES PROVIDED: SITE. i5 CANOPY TREES = 6 3. ALL DISTURBED AREAS MUST BE HYDROMULCHED -VON- CANOPY TREES = 2.0 AND SEEDED WiTH ESTABLISHED COVER FOR 2.2) HOLLEMAN DRIVE C.O.C.S. APPROVAL A. 'STREET FRONTAGE = 221 FT. 4. SHRUBS USED AS PARKING SCREENING MUST 13E B. REDUCTION DUE TO DRIVEWAYS AND SIGHT TRIANGLES = 138 FT SPACED A MAXIMUM OF 3 FEET APART. C. STREETSCAPE FRONTAGE = 83 FT N D. TREES REQUIRED (EVERY 321: 3 E. TREES PROVIDED: z CANOPY TREES = 1 INTERIOR ISLAND REQUIREMENTS NON- CANOPY TREES = 4 1. 38 INTERIOR PARKING SPACES + + COMMON BERMUDA (CYNODON DACTYLON) SOD 24,601 SF - - w � W y MATERIALS STEEL EDGING 86 LF - - 0- o - � LANDSCAPE /STREETSCAPE /BUFFER NOTE(S) CALCULATIONSF W LANDSCAPE ANALYSIS 1 . AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED �o 1. 30 POINTS PER 1000 SQ..FT. OF STIE AREA (90,971 S.F.): 2,729 PTS AREAS TO BE PROVIDED BY OWNER BY SEPARATE _ PLANS. SYSTEM MUST INCLUDE A PRESSURE 2. STREEi•SCAPING REQUIREMENTS: PRINCIPLE BACK FLOW DEVICE, INSTALLED AND rn fit 2.1) HARVEY MITCHELL PARKWAY TESTED PER CITY ORDINANCE 2394. THE o #» _ A. STREET FRONTAGE = 389 FT. IRRIGA11ON PLAN MUST BE APPROVED AND. rA o B. REDUCTION DUE TO DRIVEWAYS AND SIGHT TRIANGLES = 0 FT INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF a-g C. STREETSCAPE FRONTAGE = 389 FT OCCUPANCY. g D. TREES REQUIRED (EVERY 25): 16 2. THERE SHALL BE NO EXISTING TREES SAVED ON EXISTING TREES (DO NOT DISTURB) A B LANDSCAPING PLAN SCALE: 1" = 20' . LEGEND 0 PROPERTY CORNERS m W I- z W z Ili z z U z W J O -i' ok m M � r Q r z W W� J ON Um m 3 ADDITIONAL LANDSCAPING (300 PNT/50' STREETSCAPE FRONTAGE): 2,832 PTS 2. 180 S.F. OF INTERIOR ISLANDS PER 15 ° TOTAL POINTS REQUIRED: 5,561 PT; INTERIOR PARKING SPACES REQUIRED. U 3. 456 S.F. OF INTERIOR ISLANDS REQUIRED N NORTH BUFFER ANALYSIS 4 . 304 &F OF INTERIOR S 00 1. DEVELOPEMENT: PLANNED DEVELOPMENT DISTRICT - BUSINESS OF EXCESS END ISLANDS PROVIDED 2. ABUTTING PARCEL- ZONED - R - 2 - DUPLEX( RESIDEN71AL AND MAY BE USED FOR INTERIOR ISLAND 3. BUFFER WIDTH: 10 LF. - - - _, `PROVIDED C? 4. BUFFER WIDTH: 395 L.F. 6 531 S.F. OF TOTAL INTERIOR ISLANDS ay 4) N A 6' HEIGHT WOOD PRIVACY FENCE IS ALREADY PRESENT W m k 5. ON THE COMMON BOUNDARY LINE w cu 6. THE SHRUBS SHALL BE 5 GALLON AND THE CANOPY TREES SHALL BE A' o w MINIMUM OF 2 CALIPER. 7. LANDSCAPING PROVIDED WITHIN BUFFER (395 LF.): 000 A. SHRUBS: 131 B. -CANOPY TREES: 16 - ca WEST BUFFER ANALYSIS w U- 1. DEVELOPEMENT: PLANNED DEVELOPMENT DISTRICT - BUSINESS v 00 2. ABUTTING PARCEL: ZONED 1R -4 APARTMENT DENSITY 3. BUFFER WIDTH: 10 LF. q 00 W O rn 4 BUFFER WIDTH: 240 LF. 14 A 6' HEIGHT WOOD PRIVACY FENCE SHALL BE PLACED ON p 5. THE COMMON BOUNDARY LINE. 6. THE SHRUBS SHALL BE 5 GALLON AND THE CANOPY TREES SHALL BE A MINIMUM OF 2" CALIPER. O 7. LANDSCAPING PROVIDED WITHIN BUFFER (240 LF): a A. SHRUBS: 80 .B. CANOPY TREES: 10 REVIEWED FOR COMPLIANCE OCT 0 1 2004 COLLEGE STATION DEVELOPWNT SEWIGE& THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTIUTIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL BURIED UTILITIES. flCOPYRIGHT 2004. ASH & BROWNE ENGINEERING$ INC: 11027003-013-06 CV N Y O u J ® p� -n m0 ® I•- Q 0 (, ..Ill J S�P�� of s s .k /!.7 ........... .1�r J. DALE BROWNE, JR. � .......................... i 81890 � D 1, sS� A AN DRAWN BY PAP DATE DECEMBER 2003 APPROVED BY: JDB DATE SEPTEMBER 2004 SCALE; AS SHOWN PAGE 4'OF 6 PAGES t / EXISTING 10' -0" P.U.E. / DEDICATED BY FINAL PLATj VOL. 682, PG. 672 EXISTING TV PEDESTAL PG. 672 DO NOT DISTURB / 3/4" IRRIGATION / EXISTING TELEPHONE PEDESTAL EXISTING TV PEDESTAL WATER METER EXISTING 6' DO NOT DISTURB DO NOT DISTURB { I { I / PRIVACY FENCE EXISTING ELECTICAL TRANSFORMER EXISTING TELEPHONE PEDESTAL DO NOT DISTURB DO NOT DISTURB AEXISTING ELECTICL TRANSFORMER / DO NOT DISTURB ; DOMESTIC 13' -8" i 64' -1 127' -4" '�� -2" WATER 3/4- METER (TYP.) S 9 0 '00" W 395.6 X X X AM UE-- ' -LIE M -LIE -- UE- UE- - - LIE E- - LIE- -LIE- U 2" FLU 8 1 j _ I 1 SETBACK E F/L = 319.27 E - _ I - - - - - - -- ------------------- � L - ---- -- ---- - ant t ---- -, - -- - �,,,zy ---- �,�zyrt r - -- rt ---- -MZ/G --- -- 1 10 - l- Ml- Mtn- Ml- - L- /��- t- Mt ML t- ML Mt- Ml Mt- l L - M - Mt- Mt- ML- ��V tl- ML t -- -�___i -_ - -- __ - -- -- 1 RIP- RAP 128 L.F. OF 6 "0 F/L = 320.55 39' -8" ►I 1 �- - -- / I �, ASTM D3034 SDR 26 " 31 -0 TEL [ I i I �; i'iV I PIPE O 1.OX CAR WASH R30 -0" 16 -0 1 PEDESTAL �` ,, I , '` � � j' ` �/ , %' r " � D3034 SDR 26 170 LF. OF 26' -6 X 50 } -0" � IBC BC � DO NOT ! ( ,9 -6 3 6 0 ASTM DISTURB ! i' a %� ' / ' = II N SAND TRAP ✓' ( (; ` I PIPE ®1.OX ( � TO BE DESIGNED , EWALK RAMP BY OTHERS ( R30 " I /f' ! ONE 10 -0 CITY OF i 15 x15 DUMPSTER TYPE i (TYP COLLEGE STATION , ` / i ,.• 15 -0"` ,'' PAD SEE GENERAL � WAY FIRE LANE FIRE LANE FI NE UTILITY EASEMENT / ' NOTE X11 -► 28 �� 24 0 -+� 32 5 27'-1 ' - - T' 29'l 6" 18' -7" VOL 3299, PG. 328 I - �� - - - f - { I " (n 4' 11" - '6" / 3' - 6" 1 / ' to EXISTING 20' -0" ri I ! R15'-O -� " .� P.U.E., DEDICATED `' ;' ' 238 LF.' SILT FENCE 641 BOLLARD / R15 - BY FINAL PLAT SEE DETAIL SHEET 6 FIRE LANE IRE LANE FIE LA E VOL. 68 FIRE LANE �' % WAS HA2, ' /.. 1 /�' `' j' ( I } V{�� S.F.) a � ...� t, 4' -2" 9 -0 o n R= 1925.5 If /I , y i ...1 I I-'� -- 33' -6" \ I �� -� -- R2' -0" D=04'1 ® ® I 0'56" ! ❑ L =140.5 j ,. ' T =70.3 I CURB BARRIER --►18' 1 0" SEE D IL 0 » I-,•- +- 28' -6" --►-I C =140.5 ; %1 ({. _ TA 40 - I I CB =S 01'39'18" (� 1 i I I / ( /'' Z , /fI3' -0 i`' .." SHEETS 26-0" 37' -0 i j ® /; % /i, 5 z W Oz SIDEWALK RAMP TYPE 1 _ A 4' PEDESTRIAN SEE DETAIL SHEET #5 1 t I i INN. Q m 59'-Om ❑ SIDEWALK t' I, Z %; if a D 1 I` p LLI ! / r R6" ••--- 32' -11" ---" 1 El DEDICATED BY FINAL P E 'T z CONVENIENT STORE 28 -0" VOL. 682, PG. 672 ; { I i ; 1 (� ' r 3 000 S.F. 3' -0" ® m FUEL POT -�i 15' -7" U) i ,'` X ( ') D ❑ (NO CURB, TYP.) 5' -0" 4' -O" i W t RESTAURANT DRIVE -THRU Z 119'_11 SPEAKER HOUSING a 26' -0" S GREASE TRAP TO BE �--� 28`� -0" 24 W x 104 L x 17'H CANOPY SPECS. W SIZED BY OTHERS U TO BE PROVIDED BY SEPARATE DOCUMENTS LAJ n Z j : m U V WIDE PILOT CHANNEL ,`' DRIVE -THRU a ' ° Z I ❑1 55 -0 O f r'" TYPICAL ,• � a " U 5 ( )` RESTAURANT w 45 -6 1'-0" ❑ SETB 15' -0 w " REA ACK I_/ { i' ' / { 3 100 i ❑ 5 -.- I . '82'-0" } S . F. ) -0 0! 16' " ( 19 - F/L = 317.57 Z 20' 8" L� va ' i l I /' 4' SIDEWALK W /TYPE 3 RAMP ❑ O o { (1 ' SLOPED END TREATMENT SEE DETAIL SHEET "i 11 U, 6 R " 3NV 3 T A ald w { j SEE DETAIL SHEET X15 ) ❑ a / (TYP. 19 -8 �/ REMOVE & REGRADE U �� 4 16' -7" 39' -4" FAR 279- so RCP AS REQUIRED m it 'f ,'' I ' ' '`' i f/ ' BS " R15' -0" 6 "41 BOLLARD 10-2 �� C�tF (1 3 � 3 f3 /_ / BC TO C- TO INSTALL SEWER ' " - _. - - - - - -" SERVICE LINE ;= I / _ 15 -0 - - » °o 28 -3 3NV - 1 381A ilk 1/ f I /i _ '•.t - 79' -10" -{ EXISTING 30' -0" P.U.E. E S, -r - -0 DEDICATED8BY IN 6 PLAT FARE' PN { % '- 52 + 12' -0" - _- t _-- -- - 5 I i' BC -BC F c y v -_ t - - S VI 3a13 27'-3" EXISTING MANHOLE I // I " _ - _ 3Ndl 3a1� 3N 42#-l" R30' -0" TIE-IN F/L 316.41 I I, i i 28 -6 -► 1 _ W/ DROP STRUCTURE ' -- - __ - 8 {t� -, -- - - / -- 1 - -- - ' �/ S�1-14 -8" 5tr N� .- » - - - 15' -0" WAY 3 3 " -- ' - - - -- - - S g 8._7. 1T -6" i N 86 °19'52" E 389.1 4' SID4ALK 2' R15' -0" 6'_0" 3' X 4' INLET GRATE 22.5'GASKETED HDPE BEND W/ EROSION 57' -10" --► CONTROL BAGS 15' -0" SIDE - I 190 LF. OF 18 "W c _•+ SETBACK " SIDEWALK RAMP TYPE 3 ' 116 L.F. OF 6 � �. HDPE PIPE MUST BE o ASTM D3034 SDR 26 SEE DETAIL SHEET #5 GASKETED BELL & SPICKET CONST o PIPE O 1.01E - EXISING TREES (TYP.) - - - - - T - - - -- -- DRAINAGE - _ OUTFALL STRUCTURE CONTROL POINT #1 HAY BALE CHECK DAM N - 4,893.25 SEE DETAIL SHEET ,#6 E - 4,351.33 l ELEV. - 320.20 n- ��_ �� SITE NOTES: 1. THE CURRENT OWNER OF THE PROPERTY IS EDSEL JONES LOCATED AT 310 UNIVERSITY DR., EAST, COLLEGE STATION, TEXAS 77840. 2• LEGACY ADDITION, BLOCK 2, PARCEL OF LAND BEING 2.088 ACRES OUT OF THE LEGACY PARK ADDITION. 3. THE SUBJECT PROPERTY IS ZONED PDD -B. THE WALDEN POND TOWNHOMES, LOT 1, BLOCK 1, ZONED R -4 AND LIES ALONG THE WESTERN PROPERTY LINE. THE LEGACY ADDITION BLOCK 1 SUBDIVISION IS ZONED R -2 AND LIES ALONG THE NORTHERN PROPERTY LINE 4. THE SUBJECT PROPERTY IS VACANT AND CONSISTS OF NATIVE GRASSES AND TREES. 5. THE PROPOSED USE OF THE PROPERTY IS TO CONSIST OF A SINGLE STORY MULTI -USE CONVENIENCE STORE(21' -0" TALL). THE STORE WILL INCLUDE A DRIVE -THRU RESTAURANT(t3,100 S.F.). A CONVENIENCE STORE(t3,000 S.F.) AND A WASHATERIA(t1,800 S.F.). 6. THE PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. (FLOOD INSURANCE RATE MAP). MAP NUMBER: 48041CO182 C. EFFECTIVE DATE: JULY 2, 1992. 7. SIGNAGE FOR THE PROPOSED PROPERTY SHALL COMPLY WITH THE CURRENT STANDARDS OF THE CITY OF COLLEGE STATION. 8 ALL STORM WATER RUN -OFF PRODUCED BY THE DEVELOPMENT OF THIS PROPERTY IS COLLECTED VIA INLET GRATES, UNDERGROUND STORM PIPE, AND PARKING AREAS AND CONVEYED TO AN ON- PREMISE DETENTION FACILITY. THE OUTFALL STRUCTURE ON THE DETENTION FACILITY THUS HAS A METERED RELEASE OF THE STORM WATER TO A MINOR DRAINAGE WAY LOCATED ON THE SOUTHWEST PORTION OF THE PROPERTY THAT DISCHARGES INTO A TRIBUTARY OF WHITES CREEK. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE FOLLOWING, BUT NOT LIMITED TO: A. DIG TESS O 1- 800 - 344 -8377 B. CITY OF COLLEGE STATION O 979 - 764 -3570 C. COX CABLE O 979- 846 -2229 D. ONCOR GAS O 800 -344 -8377 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 3. TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE WITH O.S.H.A. STANDARD 29 CFR PART 1926 SUBPART P. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION ASSOCIATED WITH THIS PROJECT AND MUST MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SW3P) ON SITE. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE THE CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCES FOR INGRESS AND EGRESS FROM THE PROJECT SITE AND MAINTAIN , ALL EROSION CONTROL MEASURES. 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE PROVIDED BY OWNER BY SEPARATE PLANS. SYSTEM MUST INCLUDE A PRESSURE PRINCIPLE BACK FLOW DEVICE, INSTALLED AND TESTED PER CITY OF COLLEGE STATION STANDARDS. & ALL CURB RADII ARE 3' -0" AND ALL DIMENSIONS ARE MEASURED FROM BACK OF CURB, UNLESS NOTED OTHERWISE A B SITE LAYOUT SCALE: 1" = 20' GENERAL NOTES: 9. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE. 10. ALL SIDEWALK RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) REQUIREMENTS AND STANDARDS. 11. THE MINIMUM INSIDE DIMENSIONS OF THE DUMPSTER STORAGE LOCATION SHALL BE 12' X 12'. PAD LOCATIONS SHALL BE 6" THICK 3,000 P.S.I. CONCRETE W /#4 REBAR O 18" O.C.B.W. THE DUMPSTER PAD AREA SHALL HAVE A 6' TALL PRIVACY FENCE WITH FRONTAL DUAL GATE SYSTEM. CONTRACTOR MUST COORDINATE WITH OWNER. 12. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4 ") WHITE LETTERING STATING "NO PARKING - FIRE LANE - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') APART. 13. FOR ALL COVER, SCREENING AND LANDSCAPING SEE LANDSCAPING PLAN. 14. ALL STRIPING FOR PARKING STALLS SHALL BE A MINIMUM OF FOUR (4) INCHES WIDE OF WHITE OR YELLOW SAFETY TRAFFIC PAINT DESIGNATED FOR SUCH USE ALL OTHER MARKINGS REQUIRED TO DESIGNATE CROSSWALKS, DIRECTIONAL ARROWS, HANDICAP SPACES, OR SERVICE AREAS SHALL BE IN COMPLIANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 18 EXISTING TREES SHALL NOT BE DISTURBED UNLESS DIRECTED OTHERWISE. 16. SEE SHEET #3 FOR PAVEMENT DESIGN, LAYOUT AND GRADING. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 18. WATER AND SEWER DEMANDS: WATER: MINIMUM 0 GALLONS/DAY MAXIMUM 4,116 GALLONS/DAY AVERAGE 3,293 GALLONS/DAY SEWER: MINIMUM 0 GALLONS/DAY MAXIMUM 3,705 GALLONS/DAY AVERAGE 2,000 GALLONS/DAY i i R20' -0" I GENERAL NOTES: 19. ACCESS TO HARVEY MITCHELL PARKWAY(F.M. 2818) IS NOT PERMITTED. SHOULD A FRONTAGE ROAD BE CONSTRUCTED ON HARVEY MITCHELL PARKWAY(F.M. 2818) ADJACENT TO THE SUBJECT PROPERTY, AND A DRIVEWAY IS APPROVED AND CONSTRUCTED TO THAT FRONTAGE ROAD, THE SOUTHERNMOST DRIVEWAY ALONG HOLLEMAN SHALL BE CLOSED. 20. THE PROPOSED ROOF FOR THE CONVENIENCE STORE IS A MANSARD PARAPIT ON ALL SIDES. 21. SOME MATERIALS USED DURING THE CONSTRUCTION OF THE FACILITY WILL BE FACE BRICK VINEER, CCMU UNITS, CONCRETE PLASTER, AND FIBER GLASS. 22. 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 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 23, THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLES TO PROPOSED ELEVATIONS. 24. SIDEWALK RAMP AND CURB RADIUS MAY BE ADJUSTED AS REQUIRED TO AVOID FIRE HYDRANT. PARKING ANALYSIS I. PARKING REQUIREMENTS ARE BASED ON A SHOPPING CENTER UNDER 75.000 S.F. 2. PARKING SPACES REQUIRED: A. RESTAURANT(3,100 S.F.): 1 P.S. PER 150 S.F. - 21 P.S. B. RESTAURANT EXCESS >25%(1,125 S.F.): 1 P.S. PER 100 S.F. - 12 P.S. C. CONVENIENCE STORE(3,000 S.F.): 1 P.S. PER 150 S.F. - 20 P.S. D. WASHATERIA(1,800 S.F..): 1 P.S. PER 150 S.F. - 12 P.S. TOTAL PARKING SPACES REQUIRED: 65 3. PARKING SPACES PROVIDED: 65 REGULAR: 62 HANDICAPPED: 3 tV W �® W 0 Ld J U Z 4" TAPPING SLEEVE & VALVE SIDEWALK RAMP TYPE 3 (TYP.) S SH EET #5 L ° 000ft� 0 R30' -O" W r \iI 0 5' -0" FRONT W SETBACK 0 z Q W J J - 4' SIDEWALK 20' -0" 27' -7" EXISTING FIRE HYDRANT SEE GENERAL NOTE #24. 17' -3" LEGEND j m W o m O W N Z - - PROPERTY LINE G Z w p Noto PROPERTY CORNERS p 0 j N - -4s- - - EXISTING SANITARY SEWER LINE W /SIZE LIJ Q Q p O w� - - EXISTING SANITARY SEWER MANHOLE (3 a w O o 4(3 j m Bw- - EXISTING WATER LINE W /SIZE EXISTING WATER VALVE - = EXISTING EASEMENTS -� EXISTING FIRE HYDRANT OE EXISTING OVERHEAD ELECTRIC -UE- EXISTING UNDERGROUND ELECTRIC EXISTING POWER POLE Z EXISTING GUY WIRE 0 - - - -X - EXISTING FENCE sW PROPOSED WATER SERVICE LINE 61 PROPOSED WATER METER v r► Z 8s PROPOSED SANITARY SEWER SERVICE LINE W /SIZE wo ► PROPOSED SANITARY SEWER CLEANOUT [� PROPOSED GREASE TRAP FIRE LANE PROPOSED FIRE LANE. 06 SEE GEN. NOTE 13. 0 CONTOURS EXIST- TINE- CONTOURS _ -- - -- - 306 PROPOSED CONTOURS n EROSION CONTROL >m z - sF sF - sF PROPOSED SILT FENCE 0 CONSTRUCTION ENTRANCE /EXIT r r'. CONCRETE TRUCK WASH -OUT AREA Uj 33 S.Y. OF 4" -6" DIA. RIP -RAP ROCK cl) z a M:. ELEVATION ff , CERTIFICATE 11 O N M D REQUIRED WA' WIFIRIGATION I� ❑ +2' 4i C3 +3' NOT REQUIRED � '"•'°`�, E R onu v 6 upw � N FEIN . e o 1 [jq p r ELECTRICAL NOTES 4 U 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. �� f �' �� 5, 00 2 INSTALLS FIRST CITY RIGID NSTALLS THE R FOR RISER POLES. DEVELOPER I® � F 0: W c rn E,4 3. DEVELOPER POURS TRANSFORMER PADS) PER CITY SPECS AND DESIGNN 1 0 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY THE CITY.) 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND /OR REVIEWED FOR O C) SITE PLAN. EMAIL TO rbolinOcstx.gov 6. DEVELOPER PROVIDES LOADS DATA FOR PROJECT. OPLIANCE 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. " FEB 2 0 2004 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS `a ,�� INSTALLED FOR ELECTRIC LINES COLLEGE STATION O F PEN S � .. �P�� • . • r � LO ERVIC \r ..................!� -:: DEVELOPER w J. DALE BR E, JR. j ® 81890 - o Aggieland Builders, L.L.C. / _ s sT 4 ����� 3205 Earl Rudder Freeway S. 6SUED OA BIDDING AND � F SS1 1 E' T`p College Station, Texas 77845 joO UCTION PURPOSES. AL SURVEYOR 0 1722 Broadmoor, Suite 105 DRAWN BY' PAP S TRONG Bryon, Texas 77802 THESE PLANS DO NOT INCLUDE NECESSARY one: (979) 776 -9836 COMPONENTS FOR CONSTRUCTION' SAFETY. U R VE YI N' Fox: (979) 731 -0096 DATE DECEMBER 2003 email: cstrongOcy- net.net APPROVED BY. JDB NOTE: LOCATION OF EXISTING BURIED UTILMES, DATE FEBRUARY 20A4. WHERE SHOWN, IS APPROXIMATE ONLY, THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE SCALE: AS SHOW CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL BURIED UTILITIES. ©COPYRIGHT 2004. ASH & BROWNE ENGINEERING, INC. 1027003 - 013 -06 PAGE 2 OF 6 RAGES SYMBOL I DESCRIPTION EXISTING CANOPY TREES LIVE OAK (Quercus virginia) SIZE: 4" TO 8" CAL. LIVE OAK (Quercus virginia) 0 1 SIZE: 8" CAL AND LARGER NEW CANOPY TREES (or from City Approved List) BALD CYPRESS (Tazodium distichum) SIZE: 3.5" CAL (MIN.) 1 WATER OAK (Quercus nigra) SIZE: 3.5" CAL (MIN.) QUANTITY I POINT I POINTS VALUE STREETSCAPE QUANTITY. - - - LANDSCAPE QUANTITY: - - - BUFFER QUANITIY - - - STREETSCAPE QUANTITY. - - - LANDSCAPE QUANTITY: - - - BUFFER QUANITIY: - - - STREETSCAPE QUANTITY: - - - LANDSCAPE QUANTITY.. - - - BUFFER QUANITIY- STREETSCAPE QUANTITY: 7 300 2,100 LANDSCAPE QUANTITY: 4 300 1,200 N Y � W STREETSCAPE QUANTITY: V W z N j p m h O F= Z to W W' ~ � z GI_ z Wo J Q V W V J tP) W Q 0 V a 2 CO v 24 40 m Q J 40 J = a- a PLANT /MATERIAL LIST Q Z Ill 0 x STREETSCAPE QUANTITY. - - - CHINESE PISTACHE (Pistacia chinensis) LANDSCAPE QUANTITY. - - - SIZE: 3.5" CAL (MIN.) BUFFER QUANITIY: - - - ° POST OAK CAL (Quercus (MI virginia) SIZE: 2.0 CAL (MIN.) STREETSCAPE QUANTITY: - - - 0 Z LANDSCAPE QUANTITY: BUFFER QUANITIY 26 - - NEW NON- CANOPY TREES (or from City Approved List) CRAPE MYRTLE (Logerstroemia indica) SIZE: 3 - 5 CANES (MIN. CANE DIA. = 1.25 ") STREETSCAPE QUANTITY: 24 40 960 LANDSCAPE QUANTITY. 22 40 880 BUFFER QUANITIY: �o EVE'S NECKLACE - iREE_(Sa_pAI_ora_affInis)_ r - - - SIZE: 1.25 " CAL %MIN.) STREETSCAPE QUANTITY: - - - LANDSCAPE QUANTITY: -- BUFFER QUANITIY: - - NEW SHRUBS (� v WAX MYRTLE (dwarf) (Myrica. cerifera var. pumila) SIZE: 5 GAL - HEIGHT 36" MIN. STREETSCAPE QUANTITY. - - - LANDSCAPE QUANTITY: 45 10 450 BUFFER QUANITIY 211 - - TOTAL POINTS REQUIRED: 5,561 TOTAL POINTS PROVIDED: 5,590 TURF COMMON BERMUDA (CYNODON DACTYLON) SOD 24,601 SF - - i MATERIALS B LANDSCAPING PLAN SCALE: 1" = 20' r. ) `- EXISTING TREES _ - _ . (DO NOT DISTURB) LEGEND 0 PROPERTY CORNERS THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 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 THE LOCATION AND PROTECTION OF ALL BURIED UTILITIES. STEEL EDGING 86 LF - - LANDSCAPE /STREETSCAPE /BUFFER CALCULATIONS NOTE(S) LANDSCAPE ANALYSIS 1 . AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED 1. 30 POINTS PER 1000 SQ. FT. OF SITE AREA (90,971 S.F.): 2,729 PTS AREAS TO BE PROVIDED BY OWNER BY SEPARATE PLANS. SYSTEM MUST INCLUDE A PRESSURE 2. STREETSCAPING REQUIREMENTS: PRINCIPLE BACK FLOW DEVICE, INSTALLED AND 2.1) HARVEY MITCHELL PARKWAY' TESTED PER CITY ORDINANCE 2394.. THE z A. STREET FRONTAGE = 389 FT. IRRIGATION PLAN MUST BE APPROVED AND 0 �. B. REDUCTION DUE TO DRIVEWAYS AND SIGHT TRIANGLES = 0 FT INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF C. STREETSCAPE FRONTAGE '= 389 FT OCCUPANCY. D. TREES REQUIRED (EVERY ,25'): 16 2, THERE SHALL BE NO EXISTING TREES SAVED ON IE E. TREES PROVIDED: SITE. CANOPY TREES 6 3. ALL DISTURBED AREAS MUST BE HYDROMULCHED NON - CANOPY TREES = 20 AND SEEDED WITH ESTABLISHED COVER FOR 2.2) HOLLEMAN DRIVE C.O.C.S. APPROVAL 12 nl A. STREET FRONTAGE = 221 FT. 4. SHRUBS USED AS PARKING SCREENING MUST BE B. REDUCTION DUE TO DRIVEWAYS AND SIGHT TRIANGLES = 138 FT SPACED A MAXIMUM OF 3 FEET APART.+• C. STREETSCAPE FRONTAGE = 83 FT D. TREES REQUIRED (EVERY 32'): 3 E. TREES PROVIDED: 4- CANOPY TREES = 1 INTERIOR ISLAND REQUIREMENTS NON - CANOPY TREES = 4 1. 38 INTERIOR PARKING SPACES 3, ADDITIONAL LANDSCAPING (300 PNT /50' STREETSCAPE FRONTAGE): 2,832 PTS 2. 180 S.F. OF INTERIOR ISLANDS PER 15 ° TOTAL POINTS REQUIRED: 5,561 PTS INTERIOR PARKING SPACES REQUIRED. V 3. 456 S.F. OF INTERIOR ISLANDS REQUIRED N NORTH BUFFER ANALYSIS 4 . 304 S.F. OF INTERIOR ISLANDS PROVIDED ~ Ooo 1. DEVELOPEMENT. PLANNED DEVELOPMENT DISTRICT - BUSINESS 5. 227 S.F. OF EXCESS END ISLANDS PROVIDED 2. ABUTTING PARCEL: ZONED R -2 DU7LEX -- RESIDENTIAL _ _- - -- - _:__ - - AND MAY - USED FOR 'IN`iERIOR- ISLAND` -_ 3. BUFFER WIDTH: 10 LF. REQUIREMENTS. R 4. BUFFER WIDTH: 395 LF. S. 531 S.F. OF TOTAL INTERIOR ISLANDS PROVIDED 7 A 6' HEIGHT WOOD PRIVACY FENCE IS ALREADY PRESENT H °` 5. ON THE COMMON BOUNDARY LINE. 5. o w 6. THE SHRUBS SHALL BE 5 GALLON AND THE CANOPY TREES SHALL BE A +, MINIMUM OF 2" CALIPER. r I 0 7. LANDSCAPING PROVIDED WITHIN BUFFER (395 LF.): v c A. SHRUBS: 131 a 0 B. CANOPY TREES: 16 � N WEST BUFFER ANALYSIS W 4 U 1. DEVELOPEMENT. PLANNED DEVELOPMENT DISTRICT - BUSINESS 8 oo 00 2, ABUTTING PARCEL: ZONED R -4 APARTMENT DENSITY m 3. BUFFER WIDTH: 10 L.F. oo 4. BUFFER WIDTH: 240 LF. A 6' HEIGHT WOOD PRIVACY FENCE SHALL BE PLACED ON 5. THE COMMON BOUNDARY LINE. 0 o °Q 6. THE SHRUBS SHALL BE 5 GALLON AND THE CANOPY TREES SHALL BE A a ` MINIMUM OF 2" CALIPER. Q C 7. LANDSCAPING PROVIDED WITHIN BUFFER (240 LF.): 9Z A. SHRUBS: 80 B. CANOPY TREES: 10 Aft 0 REVIEWED FOR _ COMPLIANCE ' * �'e FEB 2 0 2004 J . DALE BR NE, JR. COLLEGE-STATION ; i�o,��`�ci sTE�``���` DEVELOP f�lT S ' CE � I f.l TONAL E�1: ' _ DRAWN BY: PAP DATE: DECEMBER 2003 B IDDING A So APPROVED BY: JDB DATE FEBRUARY 2064 ©COPYRIGHT 2004. ASH & BROWNE ENGINEERING, INC. 11027003-013-06 1 PAGE 4 OF 6'PAGES LEGEND - - PROPERTY LINE • PROPERTY CORNERS - -4s- - - EXISTING SANITARY SEWER LINE W /SIZE - EXISTING SANITARY SEWER MANHOLE sw- - EXISTING WATER LINE W /SIZE N A CVIC'nK1r% u►A=D vAI \/C 04 q: W U W o z DEDICATED BY FINAL PLA Q m V � 0 m0 z Q H VOL 682, PG. 672 W n � ® W a U z W -1 p 0 V W U a � J EXISTING TV PEDESTAL J = DO NOT DISTURB WATER METER MANIFOLD EXISTING TELEPHONE PEDESTAL EXISTING TV PEDESTAL SEE PAGE 6 FOR DETAILS. /--- EXISTING 6' DO NOT DISTURB DO NOT DISTURB PRIVACY FENCE EXISTING ELECTICAL TRANSFORMER DO NOT DISTURB EXISTING ELECI7CAE TRAN SFORMER EXISTING TELEPHONE PEDE STAL DO NOT DISTURB DO NOT DISTURB 13•_8» 127' -4" 45' -7" 10' -0" SIDE SETBACK S 9 0 '00" W 395.6 X _ ,- UE. - ---- U E - LI E - U E- LI E - U E- - LI E E - -- U E- E - LI E n - FA = 319.27 rim rim LEGEND - - PROPERTY LINE • PROPERTY CORNERS - -4s- - - EXISTING SANITARY SEWER LINE W /SIZE - EXISTING SANITARY SEWER MANHOLE sw- - EXISTING WATER LINE W /SIZE N A CVIC'nK1r% u►A=D vAI \/C 04 q: W U W o z N Q m V � 0 m0 z Q H > W n � ® W a U z W -1 p 0 V W U a � J J = TELEPHONE ' ' - - 1 I L► v ' PAVEMENT MARKERS. p - 160 A STM ur I r�rc .. , CAR WASH K3° _p J I of EXISTING OVERHEAD ELECTRIC PEDESTAL I 6 4s LANE DEMARKATION ° ° p c' " ±53' -0" x ±2T -06" D3034 SDR 26 DO NOT I g SHALL CREATED WITH -� p _ 31' 0" -uE- EXISTING UNDERGROUND ELECTRIC DISTURB ( PIPE ®1. °.�' N RB" 9 ' SAND TRAP E I r EXISTING POWER POLE '' TO BE DESIGNED 25' -8' •_ ~ I I 5'x15' DUMPSTER g " BY OTHERS -0. RE LANE-­­­' I RB" ' FIRE LAN R3O -0 COLLEGE STATION T I I PAD SEE GENERAL Q , w A 14 -�" - I I EX ... -. ' _ _..- - • - _- - UTILITY EASEMENT NOTE #11 " cn BOLLARD " - , " I " .. �- SIDEWALK RAMP ���� ' - - - - �. VOL 3299, PG. 328 I I I 15 -0 -+ - 63-3 s "m BOLLARD + 19 -7 ���, - 24 -0 -- 38 -5 29 -6 1 18 -7 TYPE 3 (TYP.) -X Ek U ^ SEE DETAIL PF ' c-� R15 - �2 �e R5 '- '':� �'� s' -7" 4 5' -11' 14' -11r �- SHEET #5 '' J� ` " V V �• p Adak EXISTING 20' -0" i " f s -s" { �.,� ® PF -�-I/i (j C � �'t� P.U.E., DEDICATED 238 LF. SILT FENCE L11 Bs PR BY FINAL PLAT o SEE DETAIL SHEET #6 VOL 68Z PG 672 - � 1 . " FIR LANE FIRE E', FIRE LANE -- FIRE L " SE l' W`/ Q �l ��� { T 6 -8 e .� 9 -11 I g -O O �• PR U ' jj- 4 4' -2" ,, 800 S.F.) � ��-- � -' 9' -0" � CI LL r SIDEW� RAMP TYPE 3 "" SIDEWALK RAMP D - 04 6 2-0• R30' -0" (1 PF R= 1925.5 I {-.-- 33 -6 'r'I -}4 TYPE 3 -n �•� R2 -0 4 4 I PF 4 5 ' N i 1 SE I` m 4 M FIRE LANE I , " cz rn T =70.3 0 ' I { :../ ( O z. 35' -6" - �i S -0 C =140.5 ' I LL " ! � 40' -0" � . 28• _ 6" � I CONTOURS CB =S 01 18' f i -o --- 4 � SETBACK W I I Z z >- 28' -0" 3T - 5' -0" FRONT > - - - 306 - - - EXISTING CONTOURS ® 5 O < ( " SI PEDESTRIAN { I 1- _ - a SIDEWALK RAMP TYPE - D 3o6 PROPOSED CONTOURS_ SEE DETAIL SHEET #5. Z �. _ I W � - � R6 "' 32' -11" - -►{ ® '� EROSION CONTROL { f I W (������������ - �'o" () z -SF s�sF PROPOSED SILT FENCE 11.) L EXISTING 20' -O" P.U.E. U g• -0~ � DEDICATED BY FINAL P T ® z CONVENIENT STORE �'� • _ N a VOL 68Z PG. 672 / 13' -0" I Z (3,000 S.F.) 28' - - ® CO ENTRANCE /EXIT _ T " l00 I I' © ) BA EL DEPOT 15 -7 W 0) 4' CURB RRIER m NO CURB TYP. / r TRUCK WASH -OUT AREA Lu SIDEWALK AND 1 ( ) CONCRETE TR 5 -D 4 -0 � � / �'' .r I ,_ » _ s10Ewauc RAMP TYPE 3 E E ` (TYp,) .33 S.Y. OF 4" 6" DIA. RIP -RAP ROCK { LU SPEAKER HOUSING m Z 9 0 RESTAURANT DRIVE -THRU / 3 I 119 -11 O 4 32 -0 - --+• -� 5 I O d 46' -0" 4' SIDEWALK 72' -6' i I GREASE TRAP TO BE 28' -0"r' 1 24'w x 104'L x 17'11 CANOPY SPECS. , I SIZED BY OTHERS Z m TO BE PROVIDED BY SEPARATE DOCUMENTS l �S { U 1 WIDE PILOT CWANNl1 DRIVE -THRU .� ❑ 5 I (TYPICAL) RESTAURANT m 0 U ' 1 ' -0 " 20' 151-0 -0• REA / / 1 ca SETBA I V 16' -0" ' .- 19' -0' U z -o ) ( 3,100 S l <e F/L = 317.57 � N L SLOPED END TREATMENT a ' SIDEWALK AND 24 -° 6 3NVl Said , O SIDEWALK RAMP TYPE 3 ` SEE DETAIL SHEET #5 SEE DETAIL SHEET #5. , `J 19 i -8" _ - R O'_ °" ' -7' -`� i`= <3i� I 4 SIDEWALK AND 11 16' -7� -P IL SIDEWALK RAMP TYPE 3 g o -o n NE °^ °"� c - n-° 9m I - . RE { �' z - REMOVE & REGRADE r �'F `\ 27'- 27 � ti I 'W = f' RCP AS REQUIRED a '` { ` BCIO �_ I f z2' zz W O TO INSTA SEWER m I R15 -0 6 "91 BOLLARD 34' -5" 45' -5' F - -- 9 8 F o ci SERVICE LINE I 15' -0" _ - - aN 381 HYDRANT - - - _ - - - - EXISTING FI RE s, j I _ _ _ - - - - 3NV� 3aL� to 2 3NV-1 3113 � - 14 -6 28' -3" SEE GENERAL Z CLa o - - 4!-3 NOTE #24. O c o EXISTING 30' -0" P.U.E. -SSt ;>? 7 �0� N zo ez z I I - - - - - - - - - ,-• 79 10 _ DEDICATED BY FINAL PLAT �R6 LPN I - _ - 52' -0" 12' -0" F�RF VOL 682, PG. 672 SS t t 1 BC -BC �N __-� --SSt 27' -3" R20 17' -3" 1 sl + M o i'h� EXISTING MANHOLE I Sgt= - 3Ndi 38U 3N � � 42 -1 1 m iL 0 TIE -IN FA = 316.41 28'_6' St--- R30 -0 C�r : 2004 & 14 8 W/ DROP STRUCTURE I - Sgt- -r " ONE �TIO y y S� l - 15' -0" - A 83' -3' Sgt ._._.- -- Pi a a a � ___ --- Sgt t 115' -4• 81_7• u S �^ 389.12' R15' -0' % m W 17 -6~ _ N 86'19'52' ' E _ 4' SID4ALK -- -�" g 3' X 4' INLET GRATE 2 N �- M V 22.5'GASKETED HDPE BEND W/ EROSION " C/ 57 -10 CONTROL BAGS 15' -0 SIDE 190 LF. OF 18 "W o w -4 =i � . SETBACK 116 LF. OF 6 "0 SIDEWALK RAMP TYPE 3 HDPE PIPE MUST BE ASTM D3034 SDR 26 SEE DETAIL SHEET #5 GASKETED BELL do SPICKET CONST. o �v PIPE ® 1.096 N a EXISTING DRAINAGE EXISTING TREES (TYP.) ELEV ,�..� ® � �� 0 OUTFACE STRUCTURE CERTIFICATE o CONTROL POINT #1 HAY BALE CHECK DAM 0 X «� SEE DETAIL SHEET #6 U) H N _- 4.893.25 _ REQUIRED - - - -- - - p E - 4,351.33 � . _ ,� _ __ __ __.,_ _ ELEV. - 320.20 - _ © L Ij' - # _ U p w CI A B SITE LAYOUT p e ❑ - 0 b SCALE: 1" = 20' NO,Y, I. w N ELECTRICAL NOTES: - - Q U 0 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. SITE NOTE GENERAL NOTES GENERAL NOTES: GENERAL NOTES: 2 . DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER m o 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF 9. ALL CURBS SHALL> BE UTUM 6" RAISED CURBING, UNLESS NOTED OTHERWISE. 19. ACCESS TO HARVEY MITCHELL PARKWAY(F.M. 2818) IS NOT PERMITTED. INSTALLS FIRST 10' AND CITY INSTALLS THE REST. 'SAP LEGEND � ® 2 i. THE CURRENT OWNER OF THE PROPERTY IS EDSEL JONES LOCATED AT 310 � � ALL EXISTING UIILITIES AT LEAST 48 -HOURS PRIOR TO BEGINNING SHOULD A FRONTAGE ROAD BE CONSTRUCTED ON HARVEY MITCHELL . ' UNIVERSITY DR., EAST, COLLEGE STATION, TEXAS 77840. 10. ALL SIDEWALK RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE 3. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS AND DESIGN. >G `o CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE FOLLOWING. BUT WITH A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS PARKWAY(F.M. 2818) ADJACENT TO THE SUBJECT PROPERTY, AND A 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS ANESIGN. (PULL D D °O 2. LEGACY ADOl110N, BLOCK 2, PARCEL OF LAND BD T0 BEING 2.088 ACRES OUT OF NOT LIMITED : DRIVEWAY IS APPROVED AND CONSTRUCTED TO THAT FRONTAGE ROAD, THE �' �� T LEGACY PARK ADDITION. A. DIG' D TO ®1- 800 - 344 -8377 ACCESSIBILITY STANDARDS) REQUIREMENTS AND STANDARDS. SOUTHERNMOST DRIVEWAY ALONG HOLLEMAN SHALL BE CLOSED. BOXES PROVIDED BY THE CITY.) 1( O r-- 3. THE SUBJECT PROPERTY IS ZONED PDD -B. THE WALDEN POND B. CITY OF COLLEGE STATION O 979 - 764 -3570 11. THE MINIMUM INSIDE DIMENSIONS OF THE DUMPSTER STORAGE LOCATION THE PROPOSED ROOF FOR THE CONVENIENCE S 'C " 1AAM Ceran 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT .AND /OR � ��� SEWER TOWNHOMES, LOT 1, BLOCK 1. ZONED R -4 AND LIES ALONG THE WESTERN C. COX CABLE 0 979 - 846 -2229 SHALL BE 12' X 12'. PAD LOCATIONS SHALL BE 6" THICK 3,000 P.S.I. PARAPIT ON ALL 20. SIDES. SITE PLAN. EMAIL TO rbolinfastx.gov 11 C' p - + PROPERTY LINE. THE LEGACY ADDITION BLOCK 1 SUBDIVISION IS ZONED D. ONCOR GAS ® 800 - 344 -8377 CONCRETE W /#4 REBAR 0 18 O.C.B.W. THE DUMPSTER PAD AREA SHALL - 79 O0 5-f j250 =: 32 WATERMOMESTIC DATA FOR PROJECT. { R -2 AND LIES ALONG THE NORTHERN PROPERTY LINE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE HAVE A 6 TALL PRIVACY FENCE WITH FRONTAL DUAL GATE SYSTEM. 21. SOME MATERIALS USED DURING THE CONSTRU 6. DEVELOPER PROVIDES LOADS, r, MUST COORDINATE WITH OWNER. BE FACE BRICK VINEER CCINU UNITS, CONCRE't' 25 �p _ l � cv 5 -7� 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION RIGATION 4. THE SUBJECT PROPERTY IS VACANT AND CONSISTS OF NATIVE GRASSES AND STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS W�AUWIIdt CONTRACTOR TREES. FOR WATER. SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING 12. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4 22 ALL ROOF AND GROUND - MOUNTED MECHANIC ") WHITE LETTERING GLASS 1�t�q 1 J 25 5 f 0 v� 2�5 PURPOSES. AL 5. THE PROPOSED USE OF THE PROPERTY IS TO CONSIST OF A SINGLE STORY SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL STATING NO PARKING - FIRE LANE - TOW AWAY ZONE . WORDING MAY �� 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS ♦�. SCREENED FROM VIEW OR ISOLATED SO AS NO• ® 0 MULTI -USE CONVENIENCE STORE(21' -O" TALL). THE STORE WILL INCLUDE A CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. NOT BE SPACED MORE THAN FIFTEEN FEET (15') APART. PUBLIC RIGHT- OF-WAY OR RESIDENTIAL DISTRII j 2- �j � O I� = ' 2 INSTALLED FOR ELECTRIC LILIES. all OF ® il DRIVE -THRU RESTAURANT(t3,100 S.F.), A CONVENIENCE STORE(t3,000 3. TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE WITH O.S.H.A. 13. FOR ALL COVER, SCREENING AND LANDSCAPING SEE LANDSCAPING PLAN. LOT. MEASURED FROM A POINT FIVE FEET AB0 ®�C CE • rF� S.F.) AND A WASHATERIA(t1.800 S.F.). STANDARD 29 CFR PART 1926 SUBPART P. 14. ALL STRIPING FOR PARKING STALLS SHALL BE A MINIMUM OF FOUR (4) SHALL BE COORDINATED WITH THE BUILDING 6. THE PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. INCHES WIDE OF WHITE OR YELLOW SAFETY TRAFFIC PAINT DESIGNATED FOR MAINTAIN A UNIFIED APPEARANCE l ' �S�CI (pS 2� REV �� O SHOWN ON THE FI.R.M. (FLOOD INSURANCE RATE MAP). MAP NUMBER: CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR SUCH USE. ALL OTHER MARKINGS REQUIRED TO DESIGNATE CROSSWALKS. THE CONTRACTOR SHALL ADJUST ALL VALVE B COMPLIAN�+ to.*. '• ��• • 7 • • • '. ' 23. 4804100182 C. EFFECTIVE DATE: JULY 2, 1992. CONSTRUCTION SAFETY. DIRECTIONAL ARROWS, HANDICAP SPACES. OR SERVICE AREAS SHALL BE IN 32 t Z f Z8 = -IZ P S / ��P� ®J DALE BROWNE JR • PROPOSED ELEVA110NS. l 7. SIGNAGE FOR THE PROPOSED PROPERTY SHALL COMPLY WITH THE CURRENT 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED COMPLIANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL v;ded D EV ELO P E I� . ... ...... ............ . , ... . STANDARDS OF THE CITY OF COLLEGE STATION. ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE DEVICES. 24. SIDEWALK RAMP AND CURB RADIUS MAY BE Al *Pa v� AA � faft ieA Nir OCT 0 1 200 ®�'•- 81890 0 ; � :0 F � CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 15, EXISTING TREES SHALL NOT BE DISTURBED UNLESS DIRECTED OTHERWISE. AVOID FIRE HYDRANT. Aggieland Builders, L.L.C. 0 '. G 8, ALL STORM WATER RUN -OFF PRODUCED BY THE DEVELOPMENT OF THIS D PROTECTING OF ALL BURIED UTILITIES. 16. SEE SHEET #3 FOR PAVEMENT DESIGN LAYOUT AND GRADING. ® . S.. E. • LOCATING AN PROPERTY IS COLLECTED VIA INLET GRATES, UNDERGROUND STORM PIPE. S�bv�ll� (� 0� ( I1 5 = '7 S 3205 Earl Rudder Freeway S. COLLEGE STATION I FS ' � � AND PARKING AREAS AND CONVEYED TO AN ON- PREMISE DETEN11ON B. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PARKING ANALYSIS J College Station, Texas 77845 ENGINEERING � �DOAt E;�® FACILITY. THE OUTFALL STRUCTURE ON THE DETENTION FACILITY THUS ASSOCIATED WITH 'THIS PROJECT AND MUST MAINTAIN A STORM WATER PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS 1. PARKING REQUIREMENTS ARE BASED ON A SH �J I-aL , kid uI = - 1 .5 SURVEYOR 2. PARKING SPACES REQUIRED: HAS A METERED RELEASE OF THE STORM WATER TO A MINOR DRAINAGE POLLUTION PREVENTION PLAN (SW3P) ON SITE. THE CONTRACTOR SHALL PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO WAY LOCATED ON THE SOUTHWEST PORTION OF THE PROPERTY THAT USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF PREVENT THE OCCURRENCE OF WIND BLOWN UTTER FROM THE PROJECT 32 + 12- •�-- 2 - to le p a r - kln ���• DISCHARGES INTO A TRIBUTARY OF WHITES CREEK. SEDIMENT FROM THE PROJECT SITE. THE CONTRACTOR SHALL INSTALL A• RESTAURANT(3,100 S.F.): 1 P.S. PER ! \ ei°'�"°°'° RAWN BY: PAP SITE. � TRONG � re�a, 7=2 CONSTRUCTION ENTRANCES FOR INGRESS AND EGRESS FROM THE PROJECT B. RESTAURANT EXCESS >25%(1,125 S.F.) THESE PLANS DO NOT 1NCLUDE NECESSARY t�� rn ssa�e SITE AND MAINTAIN ALL EROSION CONTROL MEASURES. 18. WATER AND SEWER DEMANDS C. CONVENIENCE STORE(3,000 S.F.): 1 P.S. PER 150 S.F. - 20 P.S. -�1 \ COMPONENTS FOR CONSTRUCTON:3AFETY. S U M RVN tm9 u�c DATE DECEMBER 2003 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE PROVIDED WATER: MINIMUM 0 GALLONS/DAY D. WASHATERIA(1,800 ST.): 1 P.S. PER 150 S.F. 12 P.S. J �� j BY OWNER BY SEPARATE PLANS. SYSTEM MUST INCLUDE A PRESSURE MAXIMUM 4,116 GALLONS/DAY TOTAL PARKING SPACES REQUIRED: 65 � \ ' APPROVED BY: •108 PRINCIPLE BACK FLOW DEVICE, INSTALLED AND TESTED PER CITY OF AVERAGE 3.293 GALLONS/DAY 3. PARKING SPACES PROVIDED: 66 �✓ COLLEGE STATION :STANDARDS. REGULAR: 63 � �� (� NOTE: LOCATION OF EXI Nc BUR UT ILITIE S, DATE: SEPTEMBER 2004 SEWER: MINIMUM 0 GALLONS/ WHERE SHOWN, IS MATE E ONLY: THERE HERE MAY S. ALL CURB RADII ARE 3' -0" AND ALL DIMENSIONS ARE MEASURED FROM � HANDICAPPED 3 EXIST UTILITIES H C aR NOT SHOWN. THE SCALE AS SHOWN BACK OF CURB, UNLESS NOTED OTHERWISE MAXIMUM 3.705 GALLONS/DAY n CONTRACTOR H E RESPONSIBLE FOR THE AVERAGE 2,000 GALLONS/DAY \ LO 710 a P TECTION OF ALL BURIED U on ©COPYRIGHT 2004. ASH & BROWNE ENGINEERING, INC. 1027003 = 013 -06 PAGE 2 OF 6 PAGES 03 c1/17 a t . 25 p O O ­/ " ❑ 50 100 7 52 53 f cn 0 I , 2 (� EQL (TYF _ r 2' IL T f , 1 ( I v ! o I I II ,i CONTROL POINT #1 N: OE E: 4351.33 32 70 �Z\ -� OE- HAY BALE CHECK DAM �- SEE DETAlL SHEET ;�8 RESERVED POINT SIGN EAST. CAR WASH I = 11 - 105 106, 107 0 AVI N } 16 21 22 �, 23 LEASE SPACE ( ±1,800 S.F.) 19 18 3 10 =1NISHED FLOOR = 323.50 I 24 1 IIIIIIIIIII � � CONVENIENT STORE 4' 84 46 � ( ±3,000 S.F.) FINISHED FLOOR = 323.50 _ �- - - - - - _ __ _ _ _. _ _ 43 56 $ 47 32` � 1 59 ` 42 32i 6 LLS _T !lug z � I 57 -�'- DRIVE -THRU CL RESTAURANT ( ±3,100 S.F.) FINISHED FLOOR = 323.50 190 -LF. OF 18 68 HDPE PIPE O 0.52X -- �o 67 983 (!C!0hCISE E PAVIN 30" " GRATE INLET 320 NEENAH GRATE R- 6673 -0 TOP OF GRATE = 321.50 INVERT OF BOX = 319.30 321 - - �3t° `. QI OE E OE EROSION CONTROL BAGS / SEE DETAIL SHEET 6. / a *NOTE: ALL CONCRETE PAVEMENT SHALL BE 6" THICK W /#4 REBAR ®18" O.C.B.W. A 8 GRADING/PAVEMENT PLAN SCALE: 1" = 20' 12» RESERVED SIGN VAN ACCESSIBLE COLORS: SIGN LEGEND & BORDER BLUE RESERVED BACKGROUND WHITE PENALTY PARKING WHITE SYMBOL ON BLUE BACKGROUND SIGN 18" TEXAS MANUAL ON UNIFORM TRAFFIC ' SEE NOTE 6. CONTROL DEVICES (R7 -8) PENALTY SIGN 2 -3/ COLORS: PIP E POST OST P 3 " LEGEND & BORDER GREEN BACKGROUND WHITE VAN " ACCESSIBLE TEXAS MANUAL ON UNIFORM TRAFFIC 3° CONTROL DEVICES (TYPE R7 -8A) ; 550- 2ouFl VAN ACCESSIBLE SIGN WITHOUT VEHICLE 9" COLORS: LEGEND & BORDER GREEN s: PERMTf BACKGROUND W 17E b ' TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TYPE R7 -8A) 12 *0 CONCRETE FOOTING NOTES 1. ALL SIGN HARDWARE TO BE GALVANIZED. 2. USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE RESEVED PARKING SPACES. ARROW SHOULD BE OMITTED WHEN SIGN IS TO BE USED TO MARK A SINGLE SPACE 3. FURNISH AND INSTALL SIGNS AT ALL HANDICAP PARKING AREAS. 4. MOUNTING HEIGHT SHALL BE AS FOLLOWS: SIGN LOCATED IN GRASS OR PLANTING - 6' -3" SIGN LOCATED IN PAVEMENT/PARKING LOT - 6' -3" HANDICAP VAN ACCESSIBLE PARKING SIGN N.T.S. VAN ACCESSIBLE SIGN HANDICAP SIGN MAX MAX % GR E GR f 20'-0 g rn �-�-- 9' -O" -• 8' -0" ►N W -0" -► HANDICAP PARKING BAY (TYP.) SCALE: 1 ° = 10' WITH Lus =103 25 116 40 39 -321 0 - C #2 - N: 4942.09 - \E: 4707.55 l� �O • LEGEND 306 EXISTING CONTOURS 306 PROPOSED CONTOURS I -e- 9' -0" -�-i TYPICAL PARKING BAYS TYP E 1 SCALE: 1 = 10' 10 78 102 Z£ \ 26 ;27 I z � o CL 8 r N m 30 29 W 85 31 32 m 77 35" N W M 37 36 323 i /2" IR � CHMA ;E OF POWER POLE ELEV = "323.47 N = 4944.37 E = 4799.49 TYPICAL PARKING BAYS TYP E 2 SCALE: 1" 10' w II I! In NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE'PL'ANS DO NOT INCLUDE'NECESSARY 'CON IRACTOR'SHAL•L'BE RESPONSIBL'EFOR'THE COMPONENTS FOR CONSTRUCTION SAFETY. LOCATION AND PROTECTION OF ALL BURIED UTILITIES. POINT LIST - -( - POINT NORTH. EAST. ELEV. DESC. 78 102 Z£ \ 26 ;27 I z � o CL 8 r N m 30 29 W 85 31 32 m 77 35" N W M 37 36 323 i /2" IR � CHMA ;E OF POWER POLE ELEV = "323.47 N = 4944.37 E = 4799.49 TYPICAL PARKING BAYS TYP E 2 SCALE: 1" 10' w II I! In NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE'PL'ANS DO NOT INCLUDE'NECESSARY 'CON IRACTOR'SHAL•L'BE RESPONSIBL'EFOR'THE COMPONENTS FOR CONSTRUCTION SAFETY. LOCATION AND PROTECTION OF ALL BURIED UTILITIES. POINT LIST - -( - POINT NORTH. EAST. ELEV. DESC. 1 5121.73 4721.27 324.00 TP 2 5091.74 4721.76 324.00 TP 3 5141.58 4672.02 323.50 TP 4 5141.96 4664.04 323.50 TP @ BC 5 5141.59 4639.01 323.50 TP @ BC 6 5116.29 4565.93 323.30 TP 7 5118.17 4566.62 323.56 TP 8 5140.52 4567.08 323.56 TP @ SC 9 5140.82 4587.08 323.60 TP 10 5115.75 4587.45 323.60 TP 11 5117.03 4640.04 323.50 TP 12 5114.25 4587.47 323.30 TP 13 5137.68 4409.36 322.40 TP 14 5111.68 4409.74 322.50 TP 16 5089.17 4559. TT 17 5093.76 4557.32 3 18 5082.47 4560.02 322.80 TP 19 5081.99 4540.03 322.80 TP 22 5088.50 4644.39 323.15 TP 23 5088.90 4671.49 323.40 TP 24 5078.46 4641.59 323.00 TP 25 5078.95 4674.59 323.17 TP 26 5081.56 4710.02 323.35 TP 27 5081.78 4725.02 323.50 TP 28 5061.67 4752.71 323.00 TC 29 5045.79 4725.55 323.40 TP 30 5045.56 4710.51 323.25 TP 31 5035.56 4710:66 1322.90 TP 32 5035.79 4725.70 323.00 TP 33 4990.57 4711.37 322.80 TP 34 4990.79 4726.37 323.00 TP 35 4980.90 4733.39 323.00 TP 36 4954.33 4733.80 322.75 TP 37 4953.93 4706.56 322.65 TP 38 4952.22 4696.94 322.55 TP 39 4937.53 4653.33 322.20 TP 40 4938.32 4657.19 322.23 TP 41 5044.96 4596.58 322.53 TP 42 5016.97 4596.99 322.28 TP 43 5032.91 4638.76 322.60 TP 44 5033.50 4678.76 322.81 TP 45 5042.95 4675.12 322.87 TP 46 5042.46 4642.12 322.69 TP 47 5028.46 4642.33 322.58 TP 48 5028.95 4675.33 322.75 TP 49 4988.97 4597.38 322.00 TP 50 4974.47 4643.08 322.20 TP 51 4983.96 4676.00 322.50 TP 52 4964.51 4646.23 322.10 TP 53 4964.73 4660.74 322.21 TP 54 4973.91 4673.19 322.34 TP 55 4934.30 4570.09 321.50 TOG 56 5026.63 4540.70 322.80 TP 57 4989.05 4577.70 322.00 TP 58 4956.46 4474.89 323.50 FF 59 5010.92 4540.94 322.80 TP 60 5009.89 4528.10 323.50 FF /TOS 61 4963.48 4561.79 322.00 TP 62 5101.20 4472.74 323.50 FF /TOS 63 5102.00 4526.73 323.50 FF /TOS 64 5064.33 4473.28 323.50 FF /TOS 65 5009.09 4474.10 323.50 FF 66 4966.68 4541.74 322.80 TP 67 4924.82 4455.09 322.50 TP 68 4929.89 4443.12 322.64 TP 69 4931.12 4440.40 322.64 TP 70 4930.70 4412.43 322.58 TP 71 4976.45 4411.75 322.25 TP 72 5011.69 4411.23 322.50 TP 73 5015.46 4429.17 322.55 TP 74 4991.77 4462.50 322.75 TP 75 5050.56 4461.63 322.75 TP 76 5066.69 4410.41 322.25 TP 77 4980.60 4713.52 322.75 TP 78 5091.59 4711.87 323.75 TP 79 5087.09 4461.09 322.75 TP 80 4969.51 4462.83 1322.75 TP 81 5115.45 4427.69 322.47 1 TP 82 4951.91 4478.60 322.75 TP 83 4956.64 4561.89 321.90 TP 84 5037.91 4638.69 322.64 TP 85 5040.51 4707.13 323.00 TP 86 5038.50 4678.69 322.85 TP 87 4970.12 4625.49 322.00 TP 88 5111.90 4424.24 322.50 TP 89 5123.90 4424.06 322.40 TP 90 5123.68 4409.56 322.30 TP 93 5116.05 4574.03 323.57 TP 94 5102.50 4b42.31 323.0 IP 98 4953.09 4558.44 321.85 TP 4980.46 4679.55 100 496b.45 _4640.70 322.10 Ip 1.02 .. -5086-01 .. 4706.45 _. •323.50 . TP 103 5082.50 4678.03 323.30 TP 104 5081.95 4638.04 323.07 TP 105 '5117.40 4665.04 323.45 'TP 106 5115.03 4640.07 323.30 TP 1.07 .5115.40 .4665.07 .323.45 TP 108 5136.30 4689.29 323.65 TP 109 5127.17 4702.43 323.80 TP 1 5152:69 475'1.31 323.41 TP 111 5018.46 4429.13 322.60 TP 112 5021.69 .. 4411.08 .322.50 TP 113 4957.41 4538.88 323.50 FF /TOS 114 4952.90 4545.38 322.00 TP 115 4983.71 4659.50 322.40 TP 116 4974.71 4659.63 322.40 1 TP ABBREVIATIONS: BC = BACK -OF -CURB; C = CENTER; CL = CENTERLINE; PC = POINT -OF- CURVATURE; PT = POINT -OF- TANGENCY; R = RADIUS; TC = TOP -OF -CURB; TP = TOP -OF PAVEMENT. 04 Y Q W V W° z o V F_ o z 0o O z F z > W= O V W Q U z cn N V W O V Q W J O Z I' ri c'?i U) 99 0 O 0 z cc 1 , 1 A REVIE 1r U IAN f5" OCT ® a 0 woCN STATn1 f9 COLLEGE DG d . Q ENGINEERING � SECTION A -A SCALE: N.T.S. » » 4 2" 0 . HOLE 1 -2 2 " f # ... .... .DjALE BROWNE, .dR. 4 6 -8" M 81890 f'0 4 ®�jr NA e TYPICAL PARKING BUMPER DETAIL SCALE: N.T.S. RAWN BY PAP DATE DECEMBER 2003 APPROVED BY: JDB DATE: SEPTEMBER 2004 SCALE: ASSHOWN 1 @COPYRIGHT '2004: ASH' & 'BROWNE 'ENGINEERING, - INC. 1027003- - 013 - - PAGE 3 m M z 0 CL z UJ II LEI W i9 :� 90 89 v o ° o 91 0 ? o 0 0 7 93 10 14 81 6 8$ 92 12 r15 .� IZ:1 "ze- Lu 64 V CURB OUTLET () z 75 0 238 LF. SILT FENCE SEE DETAIL SHEET #6 X 111 )73 65 74 18 22.5' BEND END TREATMENT EL 66 .97 113 -.--l- n, IL nrn 00 d rn .. cd a ' ca w pyr o cd A REVIE 1r U IAN f5" OCT ® a 0 woCN STATn1 f9 COLLEGE DG d . Q ENGINEERING � SECTION A -A SCALE: N.T.S. » » 4 2" 0 . HOLE 1 -2 2 " f # ... .... .DjALE BROWNE, .dR. 4 6 -8" M 81890 f'0 4 ®�jr NA e TYPICAL PARKING BUMPER DETAIL SCALE: N.T.S. RAWN BY PAP DATE DECEMBER 2003 APPROVED BY: JDB DATE: SEPTEMBER 2004 SCALE: ASSHOWN 1 @COPYRIGHT '2004: ASH' & 'BROWNE 'ENGINEERING, - INC. 1027003- - 013 - - PAGE 3 m M z 0 CL z UJ II LEI W i9 :� 90 89 v o ° o 91 0 ? o 0 0 7 93 10 14 81 6 8$ 92 12 r15 .� IZ:1 "ze- Lu 64 V CURB OUTLET () z 75 0 238 LF. SILT FENCE SEE DETAIL SHEET #6 X 111 )73 65 74 18 22.5' BEND END TREATMENT EL 66 .97 113 -.--l- n, IL nrn