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HomeMy WebLinkAboutDrawings�Y v i \ w a ao .. IT LOT 2 `\ 7 0 �: \\ QUANTITY SYMBOL CA w LLOUT COMMON NAME SCIENTIFIC NAME 51ZE d CONDITION BLOCK 4 \\ � � - '`�/ � \�` \ < \\ ' \ \ /� ;L' �Z 21/2" caliper, 8'-q' Ht✓ 7 PISTACHIO Chinese Pistachio Pistacta chinensis 4'-5' spread, 545 straight trunk 2" TREE \\ / ��/ \ ¢ \'� `` `` Z EXISTING �� -� \sue - \\ ° w m �i GGi \/� l�D w a \ / / \ EX. NON- PRINT SHOP / / PISTACHIO __., .... ' ... �\ TREE P�- ! \ \ / \ t <. \\ Q 2 RED OAK 5 3 5 °-4" cal 1p er, l2' -14' Ht✓ / hvmard Red Oak Overcus shumardii \ \ / `' D:Y. HOLLY 4'-5' spread, 888 straight trunk TEMPORARY BENCHMARK /PAINT DOT: ELEV. 298.69 „ 135 -L. F. • ...• "•' .' :: • � •, .\ F EDGE / GVRg EXISTING H.E.B. \ \\ 2� 5H 5 / � G OF PYLON SIGN 6 ' � .. ~ �,• \ ANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC, NAME SIZE AND CONDITION V / 0 E(E _.; ' ;. a a a a •: , , i' EX: NON ' G pNG R CANOPY \ Ilex cornuto 1 gallon, 86" Ht: MinJ20 spread, 64 D B. HOLLY Dwarf ull, bus arf Burford Holly Burfordi nano' ,,i • • :. :.. .. •.: ' cr'...' \s,•. TREE h y to grou 860 -6RASS ® Nr M. Crimson Pygmy Berberts thvrbargi :. � _ p 3 gallon, 12" HtJ14" spread P : .: ..: .. `... 7 p D. BARBERRY Barberry 'Crimson Pygmy' full, bushy to ground f �� 45 -L.F. EDGE -�Q :• cb .; �;� ; RED O AK \ 5 gallon, 16" HtJl4" spread, bushy, S ® D.Y. HOLLY Dwarf Yaupon Holly Ilex vomitorlo 'Nana' full to ground 5' PUBLIC ° „ •/ UTILITY C ESM f � EX. NON- \\ r HAWTHORN Indian Hawthorn ,, Indlca 5 gallon, IS - 22 Ht./18 22 spread QR\ S SE ; , ; ; •. , R¢ .' � " r \\ I I Spring Rapture Spring rapture bushy, full to ground 2� G E55 :.._ .. ` .: , ®, HAWTHORN �++ : TREE D.B. HOLLY ` � c� UNDCO / MINE° 3p0 QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION : ' , - II 200 -GRASS ' Common $ermuda Hydromulch r?RA55 G daa lon 12,060 Grass odon refer to specifications � 1`� �- 00 a p, _ ,•... ` �Il itr NEQQ5 2' TREE ". r \ ' • \ f t L.F. Ry erson steel edge \ 180 L.F. EDGE „ „ g — "� ; , D. BA 1/8 x 4 with 12 stakes, green in color _� .a X vi 2 TREE / / // ° ° ° _ < \ \ STORM DRAIN �- \\ a �\ \/ ° / TUBOUT �\ 25 PUBLIC \ _ MANHOLE \ \\ \ ' :.' ,..: ` ''� \ UTILITY EASEMJfNT �\ — NORTH RIM ELEV: 299.38 yK \ I / a0 s \ \\ tm' \ \\ ° CASHIER � / '• •. r .: 1 ° o KIOSK � _ i A.NSFORMER `\ 2 rr r � \ � \ � / _ -v '\` .PAD `\ \.k ! 0,,')_�� 2.. TREE n o {L. `\ ECTR! . d 'I � �\ Gj S ITARY SEWER EXISTING �� NHOLE' ' /� c Q 2 TREE \ / „ 'TWIN 12" ORTH RIM EL �/ / /UO H l . L . L� . OAK ELEV: 310.13' S� 303 \ \ 0 � `G �GRS -OAK ER PIS CHID a q \ 8 HACKBERR LOT 6 ; ., :. �/ pF . a �OtVCRETE / BLOCK 4 ® " 4A " -.. a I mow LANDSCAPE TABULATIONS LANDSCAPE POINTS REWIRED REQUIRE 50 PTS PER 1,000 SF OF SiTE AREA, MIN. 500 PTS. MA,.�OR ARTERIAL AND FRWMS. - I CAN. TREE PER 25 LF FRONTAGE, 2 NON -CAN. TREES CAN. TREES 1.5- 2 " =?5, 2.i -5.4° =150, 55+ =500 PTS, NON -CAN. TREE5 125" + =40 CAN REPL. I CAN. TREE. ALL STREET TREES 5ELECTED FROM STREETSCAPE PLANT LIST SHRUBS MIN. 5 GAL. = 10 PT5, EXIST. PLANTS =SEE ORD. , MIN. 50% OF PT5. ON CAN -TREES MINOR ARTERIALS - I CAN TREE PER 52 LF FRONTAGE, 2 NON -CAN SUBST. TREES MIN. 20' AND LIVE OAKS 55' FROM EA. OTHER. IF P SG. BETWEEN BLDG. AND R.O.W. SCREEN VV HEDGE, BERM, ETC. 5' HT. ABOVE PKG. EL. NO ISLAND, MIN. ISLAND 6 1'1011M t 150 SF DUMPSTERS YV/ EXPOSED CONC. SCREENED, PLANTS SET BACK 20' FRO DIRVEINAY CURBS TOTAL SITE AREA 35,883 SF AND 45' FROM. STREET. iNT. , LIVE OAKS 30' FROM STREET CURB. LANDSCAPE POINTS REQUIRED (33,883 / 1000 = 34 X 30 PTS =) 1,020 PT5. 300 ADDITIONAL PTS. REO. PER 50 LF OF FRONTAGE ON MAJ. AND MIN. ARTERIAL-5 •�� NOT INCL. DRIVES AND VIS CLIPS. STREET TREES MAX. 50' FROM R.O.W. CANOPY TREE PT5. PROVIDED (6 X 150 PT5 = ) q00 PTS. • �, NON - CANOPY TREE PT5. PROVIDED (0 X 40 PT5 = ) 0 PT5. TEX /1 , 65 AVENUE - 134 134 LF SHRUB PT5. PROVIDED (15 X 10 PT5 = ) 150 PTS. STREET TREES REQUIRED (134 / 25 LF = ) 5.4 TREES TOTAL POINTS PROVIDED 1,050 PTS. STREET TREES PROVIDED (10 EX. NON CAN, I CAN _) 6 TREES 5T ET FRONTAGE POINTS REQUIRED (134 / 50 LF = 3 X 300 PT5. = ) q00 PTS. RE PA INIS GUI PARKING ISLANDS AT ENDS OF ALL ROA5, THESE DO NOT COUNT TOWARDS SF REO. TOTAL STREET FRONTAGE POINTS REQUIRED 100 PT5. OF 184 SF PER 15 SPADES OF INTERIOR PARKING. (iNT. PKG BEING SPACES NOT ON CANOPY TREE POINTS PROVIDED (2 X 500 PTS = )' 600 PT5. ANY FRONTAGE NON-CANOPY TREE POINTS PROVIDED (EXIST. X 40 PT5 = ) O PTS. TOTAL INTERIOR SPACES 15 SPACES SHRUB POINTS PROVIDED (56 SHRU55 X 10 PTS = ) 360 PTS. S.F. LANDSCAPE REQUIRED (IS /15 = 1.2 X ISO = ) 216 5F TOTAL STREET FRONTAGE POINTS PROVIDED q60 PTS. S.F. LANDSCAPE PROVIDED 565 5F TOTAL CANOPY TREES V5. NON - CANOPY TREES ON ENTIRE SITE q CAN /10 EXIST. ORN. MAINTENANGE LAND50APIN6/5TREETSCAPING SHALL BE MAINTAINED AND PRESERVED IN ACCORDANCE WITH THE APPROVED PLAN. REPLACEMENT OF DEAD MATERIAL MUST OCCUR WITHIN 45 DAYS OF NOTIFICATION. MATERIAL MUST BE OF SIMILAR AND THE SAME POINT TOTAL AS THE DEAD MATERIAL. ALL LANDSCAPE AREAS SHALL RECEIVE AUTOMATIC UNDERGROUND IRRIGATION • r•T. OF REVI _EWED FOR 5. ,s COMP II NCE .. . MICHAE . R AMSEY MAY 0 5 2003 rte. �� .7901 , c, COLLEGE STATION . •�� DLONT CE • �, • r•T. R R� SLOPE. -: t _ U WnE'r: /7 C , y, ENGi 1 , ' ,' NEERS NC. - iJ OEM a , _ _.. �O , 1 ct� , v , s , N E Rt o ou 'i _. \ T_ \ GENERAL NOTES: E XIS TIN G PROPOSED WATER CITY OF COLLEGE STATION. \ 0 10 20 30 1 " =20 40 1 CONTRACTOR SHALL CALL THE CITY AND PRIVATE UTILITY COMPANIES FOR UTILITY LOCATIONS 24 HOURS PRIOR TO ANY WORK IN CITY EASEMENTS OR STREET RIGHT -OF -WAY 1 601 GRAHAM RD. (979) 764 -3432 ® 1/2" IRON ROD FOUND =\ - i LP = 2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY O 1/2 - IRON ROD SET MR. DALE SHEPERS _ - --------- f \ X ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS MAY BE O 0 IRON PIPE FOUND i N 68"28'18" STOP R , 0 O E 177.89 \ 0) \\ A \ - 3. PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN TEXAS. SEQUENCE OF CONSTRUCTION A. DEMOLITION, IF REQUIRED ` y BENCHMARK DOWN GUY WASTEWATER CITY OF COLLEGE STATION 1601 GRAHAM RD. 7 7 (9 9) 64 -3432 m ) \ \ 0 B. CONSTRUCT FUEL STATION AND TANK SLAB \ \ o- C. CONSTRUCT PAVING AND PARKING 'Q POWER POLE MR. DALE SHEPERS D. COMPLETE CONSTRUCTION AND REVEGETATE DISTURBED AREAS. g I I ( 4 30 6 \ \ \ 4. ALL DEBRIS AND EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE IN A MANNER NOT TO INCUR COSTS TO THE OWNER PRIOR TO ACCEPTANCE OF THE PROJECT. > FIRE HYDRANT LIGHT POLE DR CITY OF COLLEGE STATION �� C0 5 \\ \\ 11 O1 TEXAS AVENUE TYP .A 5. ALL FILL MATERIAL PROVIDED SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING AND O O SANITARY R MAN SEWS HOLE COMPACTING. THE PLASTICITY INDEX MUST BE LESS THAN 15. REFER TO GEOTECHNICAL REPORT STYPEE CONSULTING INC. DATED JANUARY 20, 2001 FOR {979) 764 -3570 GUIDELINES ( R4, R 2 5 FOR MATERIAL l ® WATER VALVE BRETT MECULLEY, P.E. II 2 \ \\ 6. 7. ALL CONCRETE WORK SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF ACI 330. THE INFORMATION CONTAINED ON THESE DRAWINGS IN REGARDS TO EXISTING UTILITIES, ® ® WATER METER GAS: TXU GAS & ELECTRIC \ ��- OR SUBSURFACE CONDITIONS IS FURNISHED SOLELY CHAIN II 0 \\ - TOPOGRAPHY AS THE BEST INFORMATION -ca--1 LINK FENCE (979) 774 -2506 NABUTSJQTANKASLAB a 3 \ \ \\ \ \ RELIEVES THE CONTR AC OF ANY RESPONSIBILITY FOR DAMAGES DUE TO ANY INACCURACIES. "yin CURB INLET KIMBERLY WINN Ilo ( THAT EXPANSION T JOIN WITH 8. ALL REQUIRED RELOCATIONS OR ALTERATIONS OF TELEPHONE POLES, UNDERGROUND CONDUIT, S S I G N ' II L IMITS OF CANOPY F G -SEAL #610 (TYP.) \ \\ \ � POWER POLES, AND ANY OTHER FACILITIES SHALL BE DONE BY THIS CONTRACTOR, UNLESS NOTED AS "BY OTHERS ". THIS CONTRACTOR SHALL SCHEDULE AND COORDINATE HIS WORK -o- ELECTRIC CITY OF COLLEGE STATION (I S 15 2p' 9 8' ' -10" 3 -10 ' -10" II 22' -2" 22' -2" 22 -2" 25' 18' 3' -1 �� -1 " � �\ n \ �,7� \\ \ �o WITH THAT OF OTHER CONTRACTORS AND UTILITY COMPANIES SO AS NOT TO DELAY THE PROJECT. / /,' / //i '' CONCRETE RETAINING WALL 979 764 -3660 ( ) TONY MICHALSKY s �(V' - -- --- - - - - II - - - - -- -- -- - -- - - -- -- 10 \\ \ ��� 9. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. a ELECTRIC PAD , ... �A .••• .......• , °° C,1 tp I II N I I o N \ 10 . PROVIDE EXPANSION JOINTS BETWEEN CURB AND GUTTER, ASPHALT PAVEMENT AND CONCRETE PAVEMENT WHETHER EXISTING OR PROPOSED. ELECTRIC TRANSFORMER BOLLA TELEPHONE VE R I Z O N (979) 821 -4752 r ''• s t� * :' '•; ®* ' ' II I U 11. CONTRACTOR TO USE TX D.O.T. STANDARD 4" WIDE PAVEMENT MARKINGS TO STRIPE . .. % G.ROBERT Z v ° ° ° EJ (I ° ° i \\ \ PARKING LOT AS REQUIRED. sS SANITARY SEWER LINE RICHARD V . WALLACE 0 -0, " " """"" """'�"'� 0, 6 % / : 86184 : �,� II W m �'- i i I �' w� I 5 \\ \ \\ \ 12. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO ANY TYPE OF CONSTRUCTION. AE AERIAL ELECTRIC LINE CABLE TCA CABLE '" ''•�/ E�. ���� ®� � 1 F •..CENS.. �® +t SSIONAL `- - --- - - -- -- - --- - r `- -� -- - - - - - -- - - - -� N -< - -- - ocmNC CJ CJ` °' -CONDU `' I c "ENE \\ 8 V�P1E R ��` \\ 5/ / 13. ALL BARRICADES AND WARNING SIGN SHALL CONFORM TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND ARE GENERALLY LOCATED TO AFFORD MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND EQUIPMENT AND TO ASSURE W UGW WATER LINE (979) 846-1948 MIKE LAVEN 60�° 1>0 ® \ \ ® ® ® ®® I £ ! {I-- �.. �~ \\ w AN EXPEDITIOUS TRAFFIC FLOW. AT ALL TIMES. DURING THE PROGRESS OF WORK THE - . - UGE ELECTRIC LINE _ _ - \\ 14. CONTRACTOR SHALL PROVIDE ACCESS FOR LOCAL TRAFFIC:- EN ; ADAMS CONSULTING ENGINEERS, INC. 10' ---I --- -- f 2 26' 26' --10' / 7 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN. G GAS LINE 2445 E. SOUTHLAKE BLVD. SUITE 100 II GRADING CRITERIA: SOUTHLAKE, TEXAS 76092 ' II �E II 4 II Rlp• / / 1. THE ELEVATIONS FOR EACH DISPENSER AND THE FINISHED FLOOR OF THE KIOSK WILL BE FLUSH WITH THE SLAB GRADE. THE CANOPY SLAB WILL MATCH THE PAVEMENT ON ALL SIDES. 678 CONTOURS PHONE. (8 UERT 329 -6990 ATTN: G. ADAMS, P.E. N / 2. SET THE GUTTER ELEVATION AT EACH END OF THE DISPENSER BY MATCHING THE SLOPE + 704 7C a .500.50 SPOT ELEVATION w II 1 9 / ACROSS THE CANOPY SLAB. LOCATE THE CANOPY DRAIN AT THE LOW END OF THE ISLAND TW a 300,00 TOP OF WALL � (I / DRAINING FROM THE END OF THE ISLAND. ZONING PDD -B (Planned Development District - Business) RS II ' R2 S" 5 ` '°' 3. 4. CONTRACTOR SHALL BE SURE THERE IS POSITIVE DRAINAGE AWAY FROM EACH DISPENSER. SET THE BOTTOM ELEVATION OF THE CANOPY AT 14.50 FEET ABOVE THE SLAB ELEVATION OF >P - maw SPOT ELEVATIONS CC r W � co Z K II 9' II TYP 0 ° ��� THE HIGHEST DISPENSER. LEGAL LOT 3 BLOCK 4 -'' N II ° � 1 / 5. SET THE TOP OF TANK ELEVATION AS THE LOWER OF THE FOLLOWING TWO CALCULATIONS: FLOW DIRECTION DESCRIPTION ANDERSON RIDGE SUBDIVISION Z_ » ., •59 / �`.'�'' ( NOTE: IF THE TANK IS NOT AT THE END OF THE CANOPY SLAB, CALCULATION B WILL ALWAYS BE USED TO CALCULATE THE TOP OF TANK ELEVATION.) A. 3 FEET BELOW LOWEST FINISHED GRADE OVER THE TANK OR; REGULAR -DUTY CONCRETE PAVEMENT VALUME 795 PAGE 257 ' 0,778 ACRES LU _j C m N' JJJI� N5139 5 /,,� o** B. STARTING AT THE DISPENSER ELEVATION OF THE FURTHEST DISPENSER FROM THE TANK, LESS 2.5 FEET, LESS 1 PERCENT TIMES THE LENGTH OF THE PIPE RUN FROM 1 DRAINAGE AREA NUMBER BENCHMARKS RAILROAD SPIKE IN UTILITY POLE Z o LL w ° .0 , _ "� �� -6$ 2$18 W _ 130 .00 - - _ / ® 6. THE DISPENSER TO THE TANK. SET ALL FILL BOXES AND TANK MANWAYS TWO INCHES ABOVE THE TANK SLAB. SLOPE 0. 551 DRAINAGE AREA ACREAGE (Ac.) LOCATED AT THE SOUTHWEST CORNER OF LOT 1 BLOCK 4, m ° z @ w 7• CONCRETE FROM RIM OF THESE FINISHED APPURTENANCES TO SLAB ELEVATION IN ONE FOOT. 3.03 25 -yr FLOWRATE (CFS) ACROSS HOLLEMAN DRIVE ELEV: ® _ m �. ALL GRADES WITHIN THE LIMITS OF FUEL STATION CANOPY AND TANK ARE THE RESPONSIBILITY OF- THE FUEL STATION CONTRACTOR. ALL OTHER ITEMS OUTSIDE OF THESE LIMITS ARE THE 310.24. _ ou m > m ow ® RESPONSIBILITY OF THE SITE CONTRACTOR UNLESS OTHERWISE NOTED. r, r W 2 m FUEL STAT10N SlITE/DIMEINBSONAL CONTROL AND U3 C4 C5 PROJECT INFORMATION ® O C. UTILITY PLAN ' W a 1"=20' NOT TO SCALE NOT TO SCALE NOT TO SCALE cc V W CV Z INSTALL STD. CITY OF COLLEGE STATION 5' INSTALL 30 L.F. OF 18" CURB INLET TOP ` G ° / 0 10 20 30 1 "= 20' 40 1Q 3 -2" PVC CONDUITS W /DRAW STRING FROM 1' INSIDE CANOPY /KIOSK TO COMPUTER ROOM [(±000 LF). SAWCUT TRENCH IN CLEAN MANNER. BACKFILL WITH FLOWABLE FILL AND REPLACE TO LIKE CONDITION. RE: C2/C102] (BY SITE CONTRACTOR) 0 W RCP ® 5.33 .Z SLOPE = 300.25 FL = 295.25 _ �• 2 J CONCRETE TANK SLAB. RE: A2/C102 V i x x'`fi ° .a n- } 34 1 a p axSk r��fn``"f'.'t'a' ti i \ LP \ CONCRETE CANOPY SLAB. RE:81 /C102 ® SITE CONTRACTOR S INSTALL ALL CONDUITS AND SERVICES 1' INTO CANOPY AREA. FUEL x 300 _93 'O. \\ CONTRACTOR TO CONTINUE CONDUIT INSIDE CANOPY AREA. ?gg O n U5 4 -1" CONDUIT FOR ELECTRICAL SERVICE. (BY SITE CONTRACTOR) 11 30� 4 � � ( (� ® EMERGENCY SHUT -OFF SWITCH. "EMERGENCY SHUT -OFF" SIGN SHALL BE MOUNTED ABOVE D D2 C C102 1 ) - , / N T 303 O PAY RE: / ?II PARK PLACE 40 ` I�QIO: d. T � T AIR /WATER STAND RE: C1 /C102 1 -2" CONDUIT FOR REQUIRED POWER. 1 -j" FOR SPARE (BY SITE CONTRACTOR) 8 ®' 5` & s fil 3 04 / , \\ �' --•-- QO LIMITS OF CANOPY }' t4 4 i a# 0 100 '- -- a \ 11 0 MAXIMUM 2% SLOPE IN ALL DIRECTIONS. PARK PLACE 3 M0 EL EVA SMUGE TANK W U ,? a� hI' 0.94 TP= 1.50 �. s05 �" - wr C3 t II o a° it 0.680 \ \ Tw ^n �, W _ < z i TPa i o \ \ LIMITS OF CONTRACT a >c a k I$ C. a I -, -, o o 1.0 \ :: IIIIIIIIIIIIIMTFLJ r - r e Z cc ° ° ° ° i 3 °6, ti W EJ- .•° -302 II �2 - - -- - - - - -- - - -- ------ -- - -, - -- -- - - AND W ALL -- - - - -- TOP =30:50 Ilia \ \ \\ .. ®.. ®..® L o -3p II s w _ a Bo a �. \ \ . b Cy C e Q Li F ®J z I) a s y p1 43 O- = R Q HgLLEAUN OrRW 60' R.O.W. a 70 II 3p8 7Wa ,� + /� �� 309 ,�y�• ®°® Lv J 0 IM a U 'S II o w U j ° Z 0 Nu FUEL STATION GRADING & DRAINAGE PLAN -n A%3 IGY NOTES A4 - W �k M \ O 0 Z .. Cj 1" 20' NOT TO SCALE 1"=100' In W Z� 1 2 . EXISTING \ �`�� WATER CITY OF COLLEGE STATION AGGIELAND \ 0 10 20 30 40 1601 GRAHAM RD. EXISTING PROPOSED GENERAL NOTES. Q Q PRINT SHOP 1 "- - 20' (979) 764 - 3432 1 . CONTRACTOR SHALL CALL THE CITY AND PRIVATE UTILITY COMPANIES FOR UTILITY ACCESS EASEMENT Owner., U 25' PRIVATE � `�` MR. DALE SHEPERS � 1/2 IRON ROD FOUND LOCATIONS 24 HOURS PRIOR TO ANY WORK IN CITY EASEMENTS OR STREET RIGHT -OF -WAY. Y7G Owner. John Will \ - Cindy Stimson ,-- � � ` � WASTEWATER CITY OF COLLEGE STATION o 1/2" IRON ROD SET 2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH Zoned: PDD -B - J P ` \ �� 1601 GRAHAM RD. APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY (n - - � � � 1. ( GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS MAY BE Z Z N 68 E 177.89 MR. DALE SHEPERS PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS. W W STOP R, , 0 �` �\ �� DRAINAGE C ITY 101 OF COLLEGE S A11ON ® DOWN GUY :2 3. SEQUENCE OF CONSTRUCTION 0 \ A. DEMOLITION, IF REQUIRED ITT `� 25' PUBLIC (979) 764 -3570 B. CONSTRUCT FUEL STATION AND TANK SLAB ® ch UTILITY EASEMENT O BRETT MECULLEY, P.E. 0U 0U w \ \ - 01 POWER POLE C. CONSTRUCT PAVING AND P ARKING D. COMPLETE CONSTRUCTION AND REVEGETATE DISTURBED AREAS. _ 2S a \ \ , GAS: TXU GAS &ELECTRIC // 0 -• > 7 �\ \ _ \ „-;3 � (979) 774 -2506 -0- FIRE HYDRANT 4. ALL DEBRIS AND EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 0 0 t� 30' \ \ • KIMBERLY WINN SHALL BE REMOVED FROM THE SITE IN A MANNER NOT TO INCUR COSTS TO THE OWNER PRIOR 6 25' BUILDIN �\ O Alt? PR11!/a7Lf ELECTRIC CITY OF COLLEGE STATION * LIGHT POLE TO ACCEPTANCE OF THE PROJECT. Of II g' SETBACK LIN - \ • W W DO TYP \�, EL.Ge_ ml (979 ) 764 - 3660 5. ALL FILL MATERIAL PROVIDED SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING AND 0- 0- "''� PuL3LtL iE''iI`1SGF" WVr TONY MICHALSKY o0 SANITARY SEWER MANHOLE COMPACTING. THE PLASTICITY INDEX MUST BE LESS THAN 15. REFER TO GEOTECHNICAL REPORT TELEPHONE VERIZON PREPARED BY DRASH CONSULTING ENGINEERS, INC. DATED JANUARY 20, 2001 FOR GUIDELINES O z 7 O l Q WATER VALVE FOR FILL MATERIAL TYPE AND PLACEMENT. II R2• 5 (979) V. W52 > Lo \ \\ RICHARD D V. WALLACE Q WATER METER 6• ALL CONCRETE WORK SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF ACI 330. cn Lo II o \ CABLE TCA CABLE 7. THE INFORMATION CONTAINED ON THESE DRAWINGS IN REGARDS TO EXISTING UTILITIES, CHAIN LINK FENCE \ \\ o-o TOPOGRAPHY OR SUBSURFACE CONDITIONS IS FURNISHED SOLELY AS THE BEST INFORMATION (I (979) 846 -1948 AVAILABLE AT THIS TIME. ITS ACCURACY IS NOT GUARANTEED AND ITS USE IN NO WAY EXPANSION JOINT AT END j 3 \ \ \\ MIKE LAVENDER "`% CURB INLET RELIEVES THE CONTRACTOR OF ANY RESPONSIBILITY FOR DAMAGES DUE TO ANY INACCURACIES. THAT ABUTS TANK SLAB �� ENGINEERS ADAMS CONSULTING ENGINEERS, INC. t^ \ 8. ALL REQUIRED RELOCATIONS OR ALTERATIONS OF TELEPHONE POLES, UNDERGROUND CONDUIT, 4 N EXPANSION JOINT WITH `� %P 1- i 2445 E SOUTHLAKE BLVD SUITE 100 �- SIGN POWER POLES ' AND ANY OTHER FACILITIES SHALL BE DONE BY THIS CONTRACTOR, UNLESS II G - SEAL #610 (TYP.) ���' \ \\ SOUTHLAKE, TEXAS 76092 „ I) LIMITS OF CANOPY c^ s' \ cr \\ PHONE (817 329 -6990 CONCRETE RETAINING WALL WI NOTED AS BY OTHERS". THIS CONTRACTOR SHALL SCHEDULE AND COORDINATE HIS WORK " 98' 25' 18 \ �� - n om ATTN: � TH THAT OF OTHER CONTRACTORS AND UTILITY COMPANIES SO AS NOT TO DELAY THE -10 3 -10 -10 G. ROBERT ADAMS P.E. Iu ; T • -10" 3' \\ , i I O 8 -1 22' -2" 22' -2" 8 -1 „ ZONING Development District PROJECT. \ �o \\ PDD -B (Planned Devel Business) � _ _____ 22' -2" __ _ _____ ______ _ __ ♦ ELECTRIC PAD 9. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXISTING UTILITY LOCATIONS 10 = k �' I ° \��`` LEGAL LOT 3 BLOCK 4 PRIOR TO CONSTRUCTION. ,.�'.�P `A CJ CJ °' ` \ \ ANDERSON RIDGE SUBDIVISION BOLLARD `' • .qs ++ t ` .4. I N DESCRIPTION VA 10. PROVIDE EXPANSION JOINTS BETWEEN CURB AND GUTTER, ASPHALT PAVEMENT AND „i' ':.,r L LUME 795 PAGE 7 25 CONCRETE PAVEMENT ,WHETHER EXISTING OR PROPOSED. / . * / - - - - _ - -- - - - - / . ............................... <� - \ 0.778 ACRES -- _ SS- _ _ - - SANITARY SEWER LINE / „ _ p o 11. T. STANDARD 4" WIDE PAVEMENT MARKINGS TO STRIPE G. ROBERT ADAMS ° o r ° ° .° '; a , BENCHMARKS LE ................... !r o o EJ c p . E J ° ° I RE FER SrALLA770 OF \ , p 1.. / _ N O „ ' FOR 40 z r I PROPOSED LIGHT Po \ \ \\ RAILR AT SPIKE SOUTHW AERIAL ELECTRIC LINE 12 CONTRACTOR IS PO I / �o 86184 / ACTOR TO USE TX D 0 � PARKING LOT AS REQUIRED w N I I a ' 11' - "' -1 \ CORNER OF LOT 1 BLOCK 4 AE RES NS BLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO ANY 0' - n 11. s i 5 \\ TYPE OF CONSTRUCTION. �` �/C I ='' 4 . ACROSS HOLLEMAN DRIVE. E LEV: 310.24. F'••. ENS . �,,■, - - -� -- - - - -- 62 = - - -. - - -- - -- - -- J PAR L ANE \\ W UGW WATER LINE 13. ALL BARRICADES AND WARNING SIGN SHALL CONFORM TO THE TEXAS MANUAL ON UNIFORM + '11 • � L ••��+ S ft ' '� \\ TRAFFIC CONTROL DEVICES AND ARE GENERALLY LOCATED TO AFFORD MAXIMUM PROTECTION EXISTING_ 4 - , .. - - c F 5/ / UGE ELECTRIC LINE TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND EQUIPMENT AND TO ASSURE ' LLJ CONDURI Z r. _ '` -�- j `� ; <'' a , W . `_ �\ \\ 5 PROJECT INFORMATION AN EXPEDITIOUS TRAFFIC FLOW AT ALL TIMES. DURING THE PROGRESS OF WORK, THE \\ CONTRACTOR SHALL PROVIDE ACCESS FOR LOCAL TRAFFIC. GAS LINE 14. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN. 1 o'--I- 2 ' 2s' 2s' ----- I--10' 5 8 7n NOT TO SCALE - 678- CONTOURS GRADING CRITERIA: v I 4 / 1D 3 -2" PVC CONDUITS W /DRAW STRING FROM 1' INSIDE CANOPY /KIOSK TO COMPUTER ROOM 1. THE ELEVATIONS FOR EACH DISPENSER AND THE FINISHED FLOOR OF THE KIOSK WILL BE _Z ISLAND TO BE STAMPED N' FLUSH WITH THE SLAB GRADE. THE CANOPY SLAB WILL MATCH THE PAVEMENT ON ALL SIDES. II CONCRETE OR BRICK g RI \ [(±000 LF). SAWCUT TRENCH IN CLEAN MANNER. BACKFILL WITH FLOWABLE FILL AND +704 11r 30050 SPOT ELEVATION 2. SET THE GUTTER ELEVATION AT EACH END OF THE DISPENSER BY MATCHING THE SLOPE o (I r PAVERS CONDUIT FOR FUTURE REPLACE TO LIKE CONDITION. RE: C2/C102] (BY SITE CONTRACTOR) TW 300.00 TOP OF WALL ACROSS THE CANOPY SLAB. LOCATE THE CANOPY DRAIN AT THE LOW END OF THE ISLAND tD (I 1 SIGN / U2 CONCRETE TANK SLAB. RE: A2/C102 DRAINING FROM THE END OF THE ISLAND. I RS' ♦ 2 TP ■� 30000 SPOT ELEVATIONS 3. CONTRACTOR SHALL BE SURE THERE IS POSITIVE DRAINAGE AWAY FROM EACH DISPENSER. W W w N I R2S, 9' �3 CONCRETE CANOPY SLAB. RE:B1 /C102 W W to 4. SET THE BOTTOM ELEVATION OF THE CANOPY AT 14.50 FEET ABOVE THE SLAB ELEVATION OF Z ( TYP b ® SITE CONTRACTOR SHALL INSTALL ALL CONDUITS AND SERVICES 1' INTO CANOPY AREA. FUEL THE HIGHEST DISPENSER. Z - (I / CONTRACTOR TO CONTINUE CONDUIT INSIDE CANOPY AREA. FLOW DIRECTION 5. T MINE 0 CU ( I / SE THE TOP OF TANK ELEVATION AS THE LOWER OF THE FOLLOWING TWO CALCULATIONS: Z m / tJ5 4 -1" CONDUIT FOR ELECTRICAL SERVICE. (BY SITE CONTRACTOR) (NOTE: IF THE TANK IS NOT AT THE END OF THE CANOPY SLAB, CALCULATION B WILL W 1\ II o 0 0 0 C==== o e o 'S ® © EMERGENCY SHUT -OFF SWITCH. "EMERGENCY SHUT -OFF" SIGN SHALL BE MOUNTED ABOVE REGULAR -DUTY CONCRETE PAVEMENT ALWAYS BE USED TO CALCULATE THE TOP OF TANK ELEVATION.) J =o p ♦ �,j�9 SWITCH. RE: A1,D1/C102 A. 3 FEET BELOW LOWEST FINISHED GRADE OVER THE TANK OR; w N Ir Q7 PAY PHONE RE: D2/C102 B. STARTING AT THE DISPENSER ELEVATION OF THE FURTHEST DISPENSER FROM THE z O 1 J. INSTALL 245 L.F. OF � y 1 DRAINAGE AREA NUMBER TANK, LESS 2.5 FEET, LESS 1 PERCENT TIMES THE LENGTH OF THE PIPE RUN FROM W AIR /WATER STAND RE: C1/C102 THE DISPENSER TO THE TANK. z O ■ _ FENCING PER H.E.B EXISTING ® �I -S 6$ W - 130.00 SPECIFICATIONS „ 0.551 DRAINAGE AREA ACREAGE (Ac.) 6. SET ALL FILL BOXES AND TANK MANWAYS TWO INCHES ABOVE THE TANK SLAB. SLOPE '� IF . EL CHICO ® Q9 1 -2 CONDUIT FOR REQUIRED POWER. 1 -" FOR SPARE (BY SITE CONTRACTOR) CONCRETE FROM RIM OF THESE FINISHED APPURTENANCES TO SLAB ELEVATION IN ONE FOOT. � z O m a Owner: H.E.UTT ! 3.03 25 -yr FLOWRATE (CFS) J 0 _ II 0 LIMITS OF CANOPY Ch 7• ALL GRADES WITHIN THE LIMITS OF FUEL STATION CANOPY AND TANK ARE THE RESPONSIBILITY �, Groce Company � cv Zoned om p y ®� 11 MAXIMUM 27. SLOPE IN ALL DIRECTIONS. OF THE FUEL STATION CONTRACTOR. ALL OTHER ITEMS OUTSIDE OF THESE LIMITS ARE THE _ 5; m e� i RESPONSIBILITY OF THE SITE CONTRACTOR UNLESS OTHERWISE NOTED. Z .1 n . 0100 0 �, o FUEL STATION SITE/DIMENSIONAL CONTROL AND KEY NOTES SITE LEGEND J C A3 C4 GENERAL NOTES C.1 _ UTILITY PLAN _ 1 " =20' NOT TO SCA _ _- - -- - NOT TO SCALE OT ALE _ _ _- _ __ - �- - - -- - G _ .__ _ - \\ SEE SITE PION y� 0.5'R _ Z V� � 1 I ff N -�•, 1.00' L.- EXISTING ` 0 10 20 30 40 P Posr (s Z INSTALL STD. CITY OF W a COLLEGE STATION 5 ' AGGIELAND °°� 1 "= 20' # 4 BAR (TYP.) U WE SYIML on ewE INSTALL 30 L.F. OF 18" CURB INLET PRINT SHOP /�� /�� ` AT V _ 4" WIDE WHITE REFLECTNE 0 � s � I , xxFEM�I FLOOD NO TExx S TRAFFIC PAINT STRIPING 1' +- 1.00' -+► / / 2 \ " "� �"�` "T � ' AGENCY V 'S RCP ®5.33 9 SLOPE TOP = 300.25 o wner. John William / - 1 \ 5 0.33' ' PN°° �' ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT RESERVED FL = 295.25 /��9 i --� ` �;. ,,: y : , • \ ONH�EfEC (TYP) \ L PARKING FLOOD INSURANCE RATE MAP NUMBER 48041CO144 C MAP REVISED & Cindy Stimson - �_ _ Zoned: PDD -B . , PAVING REFER gr 4" o O w a KI dywyx r 4� �pf o % �- -300 c LOCAL LAW in , 1992. THE SUBJECT PROPERTY LIES ENTIREPY WITHIN: JULY 2 �ht i �g / \ \ / ,/ �/\ • • , . • TO PVMT. (TYP) o w f r SECTIONS io clLwataFt W&/Fr) ` " AREAS e 4 s� x h IE -�■ / - \ T ° m o ZONE X (NOT SHADED ON MAP , DEFINED THEREIN AS / \ _ -' / _.._ - / �0 / � 23 W o ++ _ \ �'�' -j I o 4• w Srm. PIPE 91 DETERMINED TO BE OUTSIDE 5 -YEAR FLOODPLA/N PANIED °STN ML01Y FILLED ~ 8 0/ � \ \ �, -- _..• / ..--- - -., '.- J / / � � \ \� \ \ ` O YfllFl CONCRETE (SEE DETAIL 0, i3p / \ \ \ \ A (\ '(�) % , PAVING BASE ~ (Trn) 1'67'R $ "' �' ACCESSIBLE ZONE X (SHADED ON MAP), DEFINED THEREIN AS "AREAS sa l rs / -301 - - - \ `�•' v �o w Tr�f= / REFER TO � OF 500 -YEAR FLOOD, AREAS OF 100 -YEAR FLOOD h WITH AVG. y - /t 12" MIN. 24" MIN. PVML 2'R Z \ - - \ \ O . DEPTHS OF LESS THAN 1 FT. OR WITH DR41NAGE r f r F » ... _ .• SECTIONS �• c : # 303 x s I PAINT PER LOCAL AREAS LESS THAN 1 SO. MILE, AND AREAS PROTECTED BY a z \ \ \ TYPE „A„ 0.25' 1.5' CODE OR YELLOW „ ., o \ \ �'�•�. R� -r LEVEES FROM 100 -YEAR FLOOD. f ' y TRAFFIC PAINT F i. c O v III CURB & GUTTER DETAILS 05 . r O NOTES: (L LINE I v r 8 / v vJ I = ®❑ \ \\ 1. ALL SUBGRADE PREPARATION do BASE MATERIAL AS SPACE G � 33' MIN. �. �,k�'s5 ^ r9 I / / / \ �\ • MINIMUM OFH2PBEHIND SE O SHA UR ND A "VAN" PA/NTINCs S/GN &ACCESS /BLE -') 1'SO• (-�- �lT1Lp�`YVAP LEGEND W � I I 0 • 00 c \ c a r 2. TYPE A" TO BE USED ON ASPHALTIC CONCRETE P ARKING SPACE SYMBOL DETA /L , ( SIZE) O 1 � ��?x I I 0.94 / ® - - - \ - - \ - - _ / / / \ \, - PAVING. PARK PUCE 40 R.O.W. (� E� III � R ,, / ® i C HOT MIX CONCR VEME \ 7P- i01.50 30 � -3 p5� \ \\ ECTIONS a SAidl'1.1�+f$ STIV NOTES: /� WA E11 (V o = \ 0.680 PARK PLACE 3 MC - r' �\ 1) THE SUBGRADE SHALL BE SCARIFIED & LIME OR CEMENT STABILIZED (ESTIMATED 5 PERCENT) IRRIGATI ®� TO A DEPTH OF 8 INCHES, ADJUST THE MOISTURE CONTENT TO WITHIN ONE PERCENT �--- VYATE \\ BELOW TO THREE PERCENT ABOVE THEORETICAL ovnMUM. AND RECOMPACT TO AT COMPOSITE i r3� r A LEAST 95 PERCENT OF ASTM D -698 MAXIMUM DENSITY STANDARD PROCTOR I / \ / \ \ ( ) ELEVATED STORAGE i ���f a , ® \ R 6. 35 / / \ \' % 2) THE SELECT FILL SHALL BE PLACED IN SUBSEQUENT LIFTS IN THIN LAYERS NOT TANK Q EXCEEDING 8 INCHES IN LOOSE THICKNESS TO THE DESIRED ROUGH GRADE AND _ X 306- - � � / \ � COMPACT EACH LIFT TO AT LEAST 95 PERCENT OF THE MAX. DENSITY DEFINED BY \ ASTM D- 698. MAINTAIN MOISTURE WITHIN ONE PERCENT BELOW TO THREE PERCENT _ / \ 1 / / \ \ \ ABOVE THEORETICAL OPTIMUM. SUBGRADE SHALL BE STABLE UNDER TffAVf EQUIPMENT LOADS, 0 3) LIME OR CE MENT de THE G SHALL �DONE N IIN ACCORDANCE WITH 'MESREWORK SSPEGFICATIONS / IN ACCOR DANCE WITH GUIDELINES NED E GEOTECHNICAL ENGINEER. D w I - J , _ - _ I A -10- \\ 4) THE FLEXIBLE BASE COURSE SWILL BE CRUSHED STONE CONFORMING TO THE �✓ Z TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION STANDARD °' . ° :� \ �\ SPECIFICATIONS, ITEM 247, TYPE A". GRADE 1. AND SHALL BE PLACED IN LOOSE 7 cc LIFTS {NOT TO EXCEED 4 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM 4 L 1 6i \\ F 9 FIED P � ROCTOF THE MiWMUM DENSITY AS DEFINED BY ASTM D -1557 W . • i p- I " j I OR). w �ss�t.■� ° 5) o HOT MIX ASPHALTIC CONC S�TYPE�rog1E IS 5) N THE INSTALLED TO CONFORM DEPARTMENT OF TRANSPORTATION (� . A CURRENT (LESS THAN TWO YFJIRS . <: I END WALL FURNISH PAVING CONTRACTOR TO TH - 302 ,�z ° " / �^ I �P = 3� SQ GECHNICAL 11NGRM FOR EACHASPNALTK WNCRETE PLACED AT IS - - - = - - - - - - - - - <- - - -, - - - _ - _ - - -- - \ \ \\ SITE. REFER TO THE SfTEWORK SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR IL • 4 ,, a 3° 6i \< . / /� \ THE ASPHALTIC CONCRETE MIXTURE 6) THE ASPHA ADDITION � COU� S IN EXCESS OF TYPE !p TNT T HICKNESS. _ . O ASPHALTIC CONCRETE PRODUCED de PLACED IN ACCORDANCE WITH TXDOT REM 340. HOT MIX ASPHALTIC CONCRETE / REM 340, TYPE "0" 3p3' ' () °s\ - / / y ! _ / / / \ \ \ PRIME COAT BEN 247. TYPE A', GRADE 1 PRIME COAT Ii ' � A / - - J / -" �. / a'a : .� . f - r`f . j . S ''p •.� :r " i:i • t•' :• "'.,rq3 • • - :- m5 mze I / / -3p T =303. SCARIFIED AND NT TREATED LIME OR CEMENT TREATED ED DENSITY CONTROLLED SELECT FILL o c� - o o o /cam o o 0/ V � v ® CBR VALUE - 2 .(a9J ^ REGULAR -DUTY ASPHALT PAVEMENT HEAVY -DUTY ASPHALT PAVEMENT 1 / I / \ I / G k 2 I ` OPTIONAL REGULAR -DUTY ASPHALT PAVEMENT SECTION: OPTONAL HEAVY- HALT WENT SECTION: / 7 IN UE� OF Y NST 2. INCHES I) / 6 / CONTRACTOR IS TO 000 TYPE " RSE. DI COURSE OVER 13" INCHES FLEXIBLE TYPE 'D' SURFAC COURSE OV_It 15 INCHES FLEXIBLE BASE COURSE DIRECTLY ovER 8" BASE COURSE DIRECTLY OVER 8 / - INSTALL WEEP HOLES XISTING OF PROPERLY PREPARED . OF PROPERLY PREPARED MOISTURE CONDITIONED SUBGRADE. OMITTING THE MODIFIED MOISTURE CONDITIONED SUBGRADE, OMITTING THE MODIFIED �I > _ _ - - 1D' O.C.E.W. ALONG SUBGRADE. SUBGRADE. j�(G - -- \ KEYSTONE WALL FOR L CHICO ® PAVEMENT SECTION DESIGN INFORMATION TAKEN FROM GEOTECHNICAL REPORT PROVIDED BY DRASH CONSULTING (\ p I - - - - _ - - - - - -) a ° a\ \ DRAINAGE OF SWALE. �) .90 � / I) wner. H. E. BUTT ENGINEERS, INC. / II I II / 100 rocery Company O /.'° ° Zoned: C -1 Al FUEL STATION GRADING & DRAINAGE PLAN C r:) STANDARD DETAILS & NOTES 1"=20' NOT TO SCALE CL IM- Uj Z cc w O Z MEMO V! U) W �W� UJ Z 0 a >- I � _ Z a: W v) eC a W ( V LL 0 r I J LjLm0 v V . M . T W C 0 I o o � 0 r 0 o W o TIME z CE) w U V o = V) m 3 0 cn M r` N N N Cn cm M CL) Cl r` N N N O m O 7 in IRRIGATION LEGEND 0 WEATHERMATIC LX 4" POP- UPLAWN HEAD WEATHERI1ATIC LX 12" POP -UP SHRUB HEAD HUNTER ROTARY HEAD FC HUNTER ROTARY HEAD PC WEATHEF PIATiC 0 11000 SERIES ELECTRIC VALVE ® WEATHERMATIC V015R QUICK COUPLER - — - CLA5S- 200_P- vC-LATERAL PIPING CLASS 200 PVC MAINLINE $CH. 40 PVC 5LEEVING (AS SIZED) @E- VALVE SiZE GPM IRRIGATION NOTES 1. All equipment numbers reference Weathermatic equipment catalog unless otherwise indicated. 2. LAWN SPRAY HEADS are LX 4" installed as per detail. 3. SHRUB SPRAY HEADS are LX 12" installed as per detail. 4. ELECTRIC CONTROL VALVES shall be 11000cr installed as per detail shown. Size valves as shown on plans. Valves shall be installed in valve boxes large enough to permit manual operation, removal of solenoid and /or valve cover without any earth excavation. 5. QUICK COUPLING VALVES shall be VO15R installed as per detail shown. Swing Joints shall be constructed using 3/4" Sch. 80 elbows. Contractor shall supply owner with three (3) C015 couplers and tree (3) 10 swivel hose ells as part of this contract. ro. All 24 volt valve wiring is to be UP 14 single conductor. All wire splices are to be permanent and waterproof. 1. SLEEVES shall be installed by General Contractor. Sleeve material shall be Schedule 40. Sizes as indicated on plans. _ 6. Ten days prior to start of construction, contractor shall verify static water pressure. If static pressure is less than 65 PSI, do not start work until notified to do so by owner. 9. All mainline and lateral piping shall hvae a minimum of 12 inches of cover. All piping under paving shall have a minimum of IS inches of cover. 10. The irrigation contractor shall coordinate installation of the system with the landscape contractor so that all plant material will be watered in accordance with the intent of the plans and specifications. 11. The irrigation contractor shall select the proper arc and radius for each nozzle to insure 1009. and proper coverage of all lawn areas and plant material. All nozzles in parking lots and planting beds shall be low angle to minimize overspray on pavement surfaces. No water will be allowed to spray on building. 12. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Plow Device, or a double -check Back Plow Divide, and install 09 per City Ordinance 2394. 15. All Back Plow device must be Installed and tested upon installation as per city Ordinance 2384. VICINITY MAP N.T.S. ;C, F 9 LOT 2 BLOCK 4 EXISTING \ 2" TREE AGGIELAND \ PRINT SHOP , \ ` Its \ TEMPORARY BENCHMARK �' N01 /4" / PAINT DOT: ELEV. 298.69 EXISTING H.E.B. + 1$ PYLON SIGN 6 `2� cON CR 26 \ 42" 11/2 .0-10 5/411 0000 0 0 0 00 55 .00 100 — 25' PUBLIC 00 i /4" b UTILITY ESM� L.I.G. TO LOCATE AND VERIFY'' EXI5TING 2" MAINLINE AN D (5) CONTROL WIRES. / 2„ TAE �- \\ 2" TREE STORM DRAIN MANHOLE NORTH RIM ELEV: 299.38 P RA P PRA \NG EXISTING \\ H E . B. �\ iGi \\ S BOUT \\ 2" TREE co ( � y 2" TREE / 1 1,0 1 A ISS -- �-, i } IS y N 1 1 \ 25' PUBLIC \ �� \ UTILITY EASEMENT ���� ANSFORMER \ \ 5/4 2 / PAD „ O EXISTING Gj S ITARY SEWER \/\ NHOLE �` �/ /� ORTH RIM / EL l., / / I 0 ELEV: 310.13' a . dQ ° d \ ° j LOT 6 n CONCRETE / ° BLOCK 4 / d / > \ J \\ ti b u ti ti G REMEWED FOR COMPLIANCE MAY 0 5 2003 COLLEGE STATION D LOW NT SM GRAPHIC SCALE 0 20 40 60 80 100 FEET 5r ALE: I" = 20' -0" PATE 02/05/05 M c c� W0 a co W Z uJ �- o � z o o �Q Z — — 0 N W WW Uj (� 0 o = = Q � � L r r / / IC4 W Z O w Z pC Z O Lv Z O J W I--- ■ O Z O < � 0 Q Lj G U Ld ma .� O q U s PROJECT MGR. JW PROJECT TECH. JW CHECKED BY JW JOB NO. SHEET NO. L3 PROJECT MGR. JW PROJECT TECH. JW CHECKED BY JW JOB NO. SHEET NO. L3 "GALVALUME" 24 GUAGE MBCI "C" PANEL i i ILLUMINATED,� RED HEB CANOPY SIGN RF- Vr.ln9 MINIMUM CLEAR HEIGHT COLUMNS elo RE: VC 1 02 EL 1 OT-4" j TOP OF KIOSK D GASOLINE DISPENSER RTU J", r "Or R /- -KIOSK RE: MECHANICAL RE: VK101 BOLLARDS I FIXED ACCESS S L STONE VE NEER STEEL COLUMN BY OI L EL 100'-0" RE: VK101 RE: Al /Al 02 RE: CIVIL LADDER NEER CANOPY VENDOR '4" FINISH FLOOR 2 1/2" METAL STUDS 1/2" VA DENS-GLASS CANOPY KIOSK ELE TIO'N GOLD EXTERIOR D3 SHEATHING Ji // 1/8' 1 P -0 )) A2/A102 Al, A2/A101 BUILDING PAPER < 1/2 0 " SCRATCH > j cp COAT ON 3/8" 444, j "'GALVALUME" 01 RIB EXPANDED > 24 GUAGE MBCI 0 M ETAL LATH ILLUMIATED, RED "C" PANEL 0(p 0 HEB SN ull I Cni INITOV nPV I DJA :1 I Vr : , .31 STACK STONE C EL 11 4'-6" "MMI i 1 ; Ill!'Illi I 1 1 Ii 1 I! i II' I I In _uL 1 1 1 t-fu ► j_ rI 1 III I I i it !!; , , ! ! { I I! 1 ! ! ( ( 111':' I I' I I 00 !I !�i � �.ii � �f li� 1 1� i RnTrnm (1F nANnpy I I I IRI I i 1 , I I i I I !1[ _fl�_ Il 1 1 1 1 11, __ 11 I �;: I I I I I H 11H I 1 1111 MINIMUM CLEAR HEIGHT COLUMNS elo RE: VC 1 02 EL 1 OT-4" j TOP OF KIOSK D GASOLINE DISPENSER RTU J", r "Or R /- -KIOSK RE: MECHANICAL RE: VK101 BOLLARDS I FIXED ACCESS S L STONE VE NEER STEEL COLUMN BY OI L EL 100'-0" RE: VK101 RE: Al /Al 02 RE: CIVIL LADDER NEER CANOPY VENDOR '4" FINISH FLOOR 2 1/2" METAL STUDS 1/2" VA DENS-GLASS CANOPY KIOSK ELE TIO'N GOLD EXTERIOR D3 SHEATHING Ji // 1/8' 1 P -0 )) A2/A102 Al, A2/A101 BUILDING PAPER < 1/2 0 " SCRATCH > j cp COAT ON 3/8" 444, j "'GALVALUME" 01 RIB EXPANDED > 24 GUAGE MBCI 0 M ETAL LATH ILLUMIATED, RED "C" PANEL 0(p 0 HEB SN ull I Cni INITOV nPV I DJA :1 I Vr : , .31 L ONE C-17AD 01 BOTTOM OF CANOPY STONE, INC MINIMU AR HEIGHT WHITNEY, TX 13 1-0 C EL 1 W-4 CONCRETE CURB S TOP OF KIOSK COLUMNS BELOW 1 RE: VC102 1z c KIOSK RTU RE: VK101 C) to RE: MECHANICAL GASOLINE DISPENSER C u u- ) ) [2 VENDING FIXED A C-4 uj MACHINE LADDER CCESS BOLLARDS i =E u m 0 TYPICA RE: VK101 RE: CIVIL !E U) N to C513 U. u W? 00 EL 100'-0" W =.) � ;; STONE VENEER FINISH FLOOR uj ;: •• RE: Al /A102 STONE VENEER Ir 2. L-i RE: A2/A102 uj m ONO C) CANOPY KIOSK SIDE ELEVATION Sc N COLUMN DETAIL mic: 1 .�@* C2 C3 ji r W L5 cr All, A2/A101 _j 0c) /A W 00 1 1/2 0 A2 101 GALVALUME" "GALVALUME" 24 GUAGE MBCI 24 GUAGE MBCI "C" PANEL "C" PANEL N CANOPY CANOPY RE: VC102 RE: VC 1 02 MH 00 00 !H I EL 11 4'-6" II ...... III I I BOTTOM OF CANOPY EL 114'-6" Z Ah g ? MINIMUM CLEAR 2 BOTTOM OF CANOPY co co MINIMUM CLEAR HEIGHT S�_ COLUMNS .............. 4$) RTU COLUMNS RTU -L_�v HEIGHT 0 BACKER ROD AND SEALANT D EL log ,- RE: VC1 02 0 RE: VC102 EL 109-4" R 1 RE: MECHANICAL TOP OF KIOSK E: MECHANICAL _Y2 $ %" TO KIOSK 01 CAST STONE 4 VENDING B J�O f, RE: VK'_ __,17 777 GASOLINE GASOLINE MACHINE uj Z, EL. 104 B TYPICAL DISPENSER DISPENSER VENDING MACHINE TOP OF CAST STONE 1*61 KIOSK 0 KIOSK WALL PANEL SYSTEM L 5X3X 1 /4 (LLH) WELD TYPICAL BOIL L-2 RDS BOLLARDS RE VK101 v IVIL RE: CIVIL EL 100 TOP AND BOTTOM EACH Oo f 100 EL 1 uj AND TUBE KIOSK VENDOR 3/16" FILLET WELD 4" 0', 54 1X1/8 STEEL BAR FACE OF COLUMN FINISH FLOOR FINISH FLO - VIEWEDFOR BACKER ROD AND SEALANT Nil, FIXED ACCESS LADDER STONE VENEER BACKER ROD STONE VENEER. STONE VENEER RE: AII/A102 CAST STONE WITH LOCKABLE STONE VENEER I - - - - - - - - RE: A2 A 1.02 -RE: A2/A1 02 J� RE: VK101 A4 A102 AND SEALANT COMPLIANCE E: Al/A102 R __g " ' 1 M, E1. NG SELF-ADHERI MAY 0 5 2003 fln" MEMBRANE FLASHING HILL COUNTRY DRY STACK STONE VENEER AS r1nj i r!f%rMr A *rj 2X4X1/4 STEEL TUBE hJ; LOWNT TOP OF STEEL ANGLE 'CANOPY I KIOSK SIDE E LEVATI L EL. 102'-8 MANUFACTURED BY LONE STAR STONE, INC CANOPY KIOSK ELEVATION I A _ j WHITNEY, TX B3 B4 ji . ° ' - L 3X3X1.4 FILLET WELD 2 EVERY FOOT TOP AND /A101 BUILDING PAPER Al, A2 Al, A2/A101 BOTTOM w 1/2" SCRATCH COAT ON--, EL. 102' - 1" BUILDING PAPER 3/8" RIB EXPANDED LLJ BOTTOM OF STEEL TUBE z METAL LATH CANOPY OR MATERIAL. FINISH COL HILL COUNTRY DRY 1/2" DENS -GLAS GO ILD W Z q. STACK STONE VENEER z EXTERIOR SHEATHING FASCIA 0 z BY LONE STAR STONE, INC C2 A102 METAL PREFINISHED TO BE SELECTED HILL COUNTRY DRY CON CRETE CURB BELOW SOFFIT U. z p WHITNEY, TX 2 1/2" METAL STUDS PREFINISHED 4 : CONCRETE CURB BELOW METAL WHITE LLJ 0 • STACK STONE VENEER AS A3 A1.02 STEEL COLUMN BY MANUFACTURED COLUMNS STEEL PAINTED ICI 1514 FINE SILVE UJI W 1/2" SCRATCH COAT ON +f, CANOPY VENDOR BY LONE STAR STONE, INC BUILDING PAPER CAST STONE SILL Z) cf) ( 0 Q HEB SIGN CHANNEL LETTERS D LL Lu < 3/8' RIB EXPANDED WHITNEY, TX RED METAL LATH SELF ADHERING BOLLARDS STEEL < 44H SILL GASKET < LINE OF STEEL PAINTED TO BE SELECTED BUILDING PAPER MEMBRANE FLASHING ANGLE BELOW "u'r-t-t �. 1 uj W T STONE VENEER 'HILL COUNTRY DRY STACK co L]0 1/2" DENS -GLASS AINSCOA ui >_ z 1/2" SCRATCH COAT ON j GOLD EXTERIOR 3/8" RIB EXPANDED SHEATHING J 5 METAL LATH 0 W 0 po?' ( 0 I W KIOSK FINISH COLOR SELF ADHERING MEMBRANE gq- 1/2" DENS-GLASS ; H p Id, I (n I < FLASHING GOLD EXTERIOR -------- < A SHEATHING 11 m w - ----------- ---- FRAMING STEEL PREFINISHED TO BE SELECTED W CN W > A 0' WALL PANELS STEEL PREFINI TO BE SELECTED SHED EL. 100'-0' w EL. 100'-0". C FINISHED FLOOR— LLJ FINISHED FLOOR DOORS HOLLOW METAL PREFINISHED TO BE SELECTED j WALL PANEL SYSTEM ui AND TUBE BY KIOSK WALL PANEL SYSTEM DOOR FRAMES STEEL PREFINISHED TO BE SELECTED -uj 0 CONCRETE CURB CONCRETE CURB VENDOR AND TUBE BY KIOSK WINDOWS TEMPERE• N/A GREY #14 TINTED 'VENDOR SAFETY GLASS WINDOW FRAMES ALUMINUM PREFINISHED TO BE SELECTED (D V) WAINSCOAT STONE VENEER HILL COUNTRY DRY STACK 0 0 N C4 0 0 SECTION DETAIL IOSK PLAN DETAIL t1) 0 COL UMN KIOSK PLAN DETAIL EXT. FINISH SCHED. l� __ 0 Tm 6 KIOSK SECTION DETAIL A2 A3 A4_ A5 w m z �e :2 0 -- 8 g w 4 1:73 1 1/2 " =1 -0" A2/A101 1 1/2"=1'-0" C2/A102 1 1/2"=1'-0" Al/A102 1 1" $ " /2=1-O Al A102 NO SCALE A102 3: uj A 2 1 3 I 4 STACK STONE C /.' / /�, /' �� / i /�', ! 0c) i I II�II � �j� I II' I Il , ,�I I III I I i it !!; , , ! ! { I I! 1 ! ! ( ( 111':' I I' I I CD !I !�i � �.ii � �f li� 1 1� i i(! ! ! i illy ! ) I. 1 I f ff !1 ( I( 1 1 1 1 1 j j (i11 1 NOPY MANUFACTURED E I I I. I I iiiii 1 11y4l EL 114' 6 6" 01 BOTTOM OF CANOPY STONE, INC MINIMU AR HEIGHT WHITNEY, TX 13 1-0 C EL 1 W-4 CONCRETE CURB S TOP OF KIOSK COLUMNS BELOW 1 RE: VC102 1z c KIOSK RTU RE: VK101 C) to RE: MECHANICAL GASOLINE DISPENSER C u u- ) ) [2 VENDING FIXED A C-4 uj MACHINE LADDER CCESS BOLLARDS i =E u m 0 TYPICA RE: VK101 RE: CIVIL !E U) N to C513 U. u W? 00 EL 100'-0" W =.) � ;; STONE VENEER FINISH FLOOR uj ;: •• RE: Al /A102 STONE VENEER Ir 2. L-i RE: A2/A102 uj m ONO C) CANOPY KIOSK SIDE ELEVATION Sc N COLUMN DETAIL mic: 1 .�@* C2 C3 ji r W L5 cr All, A2/A101 _j 0c) /A W 00 1 1/2 0 A2 101 GALVALUME" "GALVALUME" 24 GUAGE MBCI 24 GUAGE MBCI "C" PANEL "C" PANEL N CANOPY CANOPY RE: VC102 RE: VC 1 02 MH 00 00 !H I EL 11 4'-6" II ...... III I I BOTTOM OF CANOPY EL 114'-6" Z Ah g ? MINIMUM CLEAR 2 BOTTOM OF CANOPY co co MINIMUM CLEAR HEIGHT S�_ COLUMNS .............. 4$) RTU COLUMNS RTU -L_�v HEIGHT 0 BACKER ROD AND SEALANT D EL log ,- RE: VC1 02 0 RE: VC102 EL 109-4" R 1 RE: MECHANICAL TOP OF KIOSK E: MECHANICAL _Y2 $ %" TO KIOSK 01 CAST STONE 4 VENDING B J�O f, RE: VK'_ __,17 777 GASOLINE GASOLINE MACHINE uj Z, EL. 104 B TYPICAL DISPENSER DISPENSER VENDING MACHINE TOP OF CAST STONE 1*61 KIOSK 0 KIOSK WALL PANEL SYSTEM L 5X3X 1 /4 (LLH) WELD TYPICAL BOIL L-2 RDS BOLLARDS RE VK101 v IVIL RE: CIVIL EL 100 TOP AND BOTTOM EACH Oo f 100 EL 1 uj AND TUBE KIOSK VENDOR 3/16" FILLET WELD 4" 0', 54 1X1/8 STEEL BAR FACE OF COLUMN FINISH FLOOR FINISH FLO - VIEWEDFOR BACKER ROD AND SEALANT Nil, FIXED ACCESS LADDER STONE VENEER BACKER ROD STONE VENEER. STONE VENEER RE: AII/A102 CAST STONE WITH LOCKABLE STONE VENEER I - - - - - - - - RE: A2 A 1.02 -RE: A2/A1 02 J� RE: VK101 A4 A102 AND SEALANT COMPLIANCE E: Al/A102 R __g " ' 1 M, E1. NG SELF-ADHERI MAY 0 5 2003 fln" MEMBRANE FLASHING HILL COUNTRY DRY STACK STONE VENEER AS r1nj i r!f%rMr A *rj 2X4X1/4 STEEL TUBE hJ; LOWNT TOP OF STEEL ANGLE 'CANOPY I KIOSK SIDE E LEVATI L EL. 102'-8 MANUFACTURED BY LONE STAR STONE, INC CANOPY KIOSK ELEVATION I A _ j WHITNEY, TX B3 B4 ji . ° ' - L 3X3X1.4 FILLET WELD 2 EVERY FOOT TOP AND /A101 BUILDING PAPER Al, A2 Al, A2/A101 BOTTOM w 1/2" SCRATCH COAT ON--, EL. 102' - 1" BUILDING PAPER 3/8" RIB EXPANDED LLJ BOTTOM OF STEEL TUBE z METAL LATH CANOPY OR MATERIAL. FINISH COL HILL COUNTRY DRY 1/2" DENS -GLAS GO ILD W Z q. STACK STONE VENEER z EXTERIOR SHEATHING FASCIA 0 z BY LONE STAR STONE, INC C2 A102 METAL PREFINISHED TO BE SELECTED HILL COUNTRY DRY CON CRETE CURB BELOW SOFFIT U. z p WHITNEY, TX 2 1/2" METAL STUDS PREFINISHED 4 : CONCRETE CURB BELOW METAL WHITE LLJ 0 • STACK STONE VENEER AS A3 A1.02 STEEL COLUMN BY MANUFACTURED COLUMNS STEEL PAINTED ICI 1514 FINE SILVE UJI W 1/2" SCRATCH COAT ON +f, CANOPY VENDOR BY LONE STAR STONE, INC BUILDING PAPER CAST STONE SILL Z) cf) ( 0 Q HEB SIGN CHANNEL LETTERS D LL Lu < 3/8' RIB EXPANDED WHITNEY, TX RED METAL LATH SELF ADHERING BOLLARDS STEEL < 44H SILL GASKET < LINE OF STEEL PAINTED TO BE SELECTED BUILDING PAPER MEMBRANE FLASHING ANGLE BELOW "u'r-t-t �. 1 uj W T STONE VENEER 'HILL COUNTRY DRY STACK co L]0 1/2" DENS -GLASS AINSCOA ui >_ z 1/2" SCRATCH COAT ON j GOLD EXTERIOR 3/8" RIB EXPANDED SHEATHING J 5 METAL LATH 0 W 0 po?' ( 0 I W KIOSK FINISH COLOR SELF ADHERING MEMBRANE gq- 1/2" DENS-GLASS ; H p Id, I (n I < FLASHING GOLD EXTERIOR -------- < A SHEATHING 11 m w - ----------- ---- FRAMING STEEL PREFINISHED TO BE SELECTED W CN W > A 0' WALL PANELS STEEL PREFINI TO BE SELECTED SHED EL. 100'-0' w EL. 100'-0". C FINISHED FLOOR— LLJ FINISHED FLOOR DOORS HOLLOW METAL PREFINISHED TO BE SELECTED j WALL PANEL SYSTEM ui AND TUBE BY KIOSK WALL PANEL SYSTEM DOOR FRAMES STEEL PREFINISHED TO BE SELECTED -uj 0 CONCRETE CURB CONCRETE CURB VENDOR AND TUBE BY KIOSK WINDOWS TEMPERE• N/A GREY #14 TINTED 'VENDOR SAFETY GLASS WINDOW FRAMES ALUMINUM PREFINISHED TO BE SELECTED (D V) WAINSCOAT STONE VENEER HILL COUNTRY DRY STACK 0 0 N C4 0 0 SECTION DETAIL IOSK PLAN DETAIL t1) 0 COL UMN KIOSK PLAN DETAIL EXT. FINISH SCHED. l� __ 0 Tm 6 KIOSK SECTION DETAIL A2 A3 A4_ A5 w m z �e :2 0 -- 8 g w 4 1:73 1 1/2 " =1 -0" A2/A101 1 1/2"=1'-0" C2/A102 1 1/2"=1'-0" Al/A102 1 1" $ " /2=1-O Al A102 NO SCALE A102 3: uj A 2 1 3 I 4