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- - - NOW OR FORMERLY - HARVEI�ADAST- » - \ 4'xT BOX CULVERT / LANDMARK ACQUISITIONS I, LTD. LOT 1R, BLOCKONEPROVIDE 12 -0 MINIMUM PROP ARE( LRTY INFORMATION ROAD EAST _. 23) CLEARANCE (BOTH DIRECTION) IN - - - _- (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE ' X' MARKED IN CALLED: 8.158 ACRES r THE INTERIOR OF THE DUMPSTER / ZONED: C-� LQT� 2 BLOCK 1 � -_ CONCRETE 4'x7 BOX CULVERT -� .. \ ==-____ PAD - SEE DETAIL SHEET C2.1 ` (VO (2.06 ACES 1122, PG. 813) or 89,734 SQ.FT.)_ Gonsu/��n E �nees^s n9 Q00 N 31'40'16" W 4.68' 4'x7' Box CULVERT <N 1 -BAY FRONT LOADING DUMPSTER PIAN O ED: -1 7607 EASTMARK DR., STE. 252A <7784' > x" MARKED IN o' - PAD w/8' HIGH SCREENING WALL NORTH - - - - N 4,3'5$'0%" E CONCRETE �- N 42.33'11" E - 260.00' -, �00=99' NOW " OR FORMERLY POST OFFICE BOX 9253 _.�._- .- ,_ 4'xT BOX CULVERT " - - - �' - - e '- - - - - - -- (MATCH FACADE OF BUILDING) & 0 20 40 "X" TE AS K� INVESTMENTS, LLC COLLEGE STATION TEXAS 77842 MARKED IN _ _ _ _ _ b CONCRETE o bi 2-6 PANEL STEEL GATES -SEE i (VOL. 8391, PG. 81) r EMAIL: civil@rmengineer.com Ln v) Q CIVIL SITE NOTE #11 SCALE: 1" = 20' 4'xT BOX CULVERT- PARKIN OFFICE - (979) -0704 04 FAX - (979} 764-0704 RE UIREMENTS: ` - -` - - '�� / --' 7- NOW OR FORMERLY \ , ORDIN A E: TEXAS FIRM REGISTRATION No. F-46 9 5 SURVEYOR -- DREWDAWN - - - - - - -- - - 1s' BuiLDING -SETBACK' HOTEL - 1 SPC WELLING UNIT _ ENTERPRISES, INC. ------- (VOLUME 4227, PAGE 274) - _ CALLED: 1.08 ACRES 4 SPC (9'x1.8' 8'X12' CONCRETE MEETI REQUIRE[ I DEC ROO1 •LLING M �UNITS 1 S.F. � ' SPC/ OO (65 PACES KERR SURVEYING, LLC 505 CHURCH ET COLLEGE STATION, TX 77841 37.00 "PAD FOR 6 -BAY 6" CONCRETE o 6" CONCRETE , 600 F. ME TIN ARE 600/ZO{1) = 3 SPC 0 / O J. B. o BICYCLE RACK A.1. ( PAVING Q J. B. o A.I.AVING �' ELECTRIC L d �f ❑ M SPRINGERS FRONTA , 30 33 'per N N -, J•B TRANSFORMER Q. D TOTAL PROVIDEC RE UIRED >- 72 SPACES OFF: (979) 268-3195 FAX: 979 691-8904 ( ) LOT 1 �- PAD (VOLUME 4227, PAGE 274) - so' `�o_ o 3 -A/C PADS 4 -A/C PADS REGU!,L R = 68 PACES e - ZONED: C-1 S A•L• H/C I,= 4 SPACES ISPACES o ��V Y A• A.L. A.L. A L J� w 2�0 ¢ I I 1 A.L. g A_L_ A.L.� E. M. A.L. Q-rr I ❑ ❑ ❑ ❑ L di A.L. iso >� _ v / SQ.FT. TOTAL = 72 l SQ.FT. 0 N LP. L.P. �O o.011-2.. v < Q B.F.P -' h'150� ISLAND R UI E ENITS: N` I �0 65 j oa i "' Ti E SHOWN END / SEE POOL Y 64 • N A_I. 34 ` �- o P_ o Q CONTRACTOR FOR =� THE SQt� ISLANDS RE ;:F CLUD S AT INTERIOR HE REQUIRED AREA FOR 3 B A M ON T INN &SUITES < 0 A.I. Z,L�, o SITE PLUMBING = _ :;; X / oma SINGLE DOUBLE ND ISLANDS. ONLY THE �a 3 STORY SAVE HEIGHT -43 fi - _j ¢ >`• ELECTRIC, ETC... � _ ( ) � .:. o " X EXCESS ( i f REA '� ILLUSTRATED BELOW. Q cwoo_���, = w o 4 __ HOTEL w/MEETING AREA INTER REQ'D PAR T !`IS INC= Ni 31 SPACES �' 30' PRIVATE ACCESS BUILDING FOOTPRINT = 11,750 SQ.FT. C•d• I- W m •� q �. �7� o� _ � w EASEMENT & PUE (1122/813) H N � S E 's GROSS AREA 35,250 SQ.FT. PROM D INT RIO ;AREA=(31/15x180)=372SQ.FT. ISLAND AREA = 376 SQ.FT. E� �!. - 11 :_ .. ocCD / /Z m 23.50' 00 00 v z z> 0 Z J �, �, o0 0- m N TYPICAL 4 WIDE z o PROPOSED H/C PARKING PAINTED STRIPING / ? Z N ( PLAN MARK DATE DESCRIPTION S: o Q �; ° TYPICAL FIRE ROW w/SIGNS, WALKS, (WHITE) (9 m w o a LANE STRIPING CURB STOPS, ETC... / 1 PROPOSED 10' ' �i - 1. RE ER TO HEET COA & CO.2 FOR a�0 COMPLETE REVIEW ''ONLY U.E. t �� SITE, P RKINI AND MISC. CONSTRUCTION / m o A.L._._._ A.L. A.L. A.L. _ CL N _ A.L- T7 - - -A:L- ,_� _ !� aN NOTES I _ _ __- _ NOT - - -1 - -A.L. J Z / a ,� 58 / ?- O 40 ( I 6' 11WAL ' I = i fI I 6 WALK ; s : iI 6' i`NALK 85' >cE- w N i I I I 3. o o 2. RE ER TO HEET C2.1 FOR SITE & -FOR CONS%TKm CTIOam 72 2 PC iso W > Q.FT �' PARKIN _ DST IL . 8125/'10 a Q / 360 1 g p' g H/C 6 S C (9'x18')-75 5 iso N O iso H C 5 S C (9'x1 ')=70.00' O SQ.FT. SQ FT j0� SQ.FT. 3. %ILESS OTHERWISE NOTED ALL - �_ _ 4r �--� 43 50 ?p, I N �51 (� 57 - _ - 0 F.H. r CAN PY RADIUS AR E 4. 1 ' ALONG THE BACK OF 8' 8 8 8' ti o - j -FIRE LANE _.. ..__-_ ._•,.. . _ __._,.__ FIRE LANE ,_.w. . , _• . ,_ -:. _ FIRE LANE FlRE LANE 9 r » FlRE LANE FIRE LANE FIRE LANE ,�°` 's 1(CLEARAN E=14 0 )� so. � _.._ - z ,. w CURB. YMBO & LINE LEGENDPRELIMINARY _�. _you �-�w. _ �.._;� ,v� FIRE LANE FlRE LANE l� O- �O ! FlRE NE FIRE LANE _." / , / TYPICAL FIRE TYPICAL 5 WIDE o 0 6" CONCRETE o LANE SIGN M PAVING AMBULATORY PEDESTRIAN N 6» CONCRETE TE o RAMP TYPE 1 CROSS -WALK / "' Q 01 POWER POLE LIGHT POLE THIS DOCUMENT 1S RELEASED N - / FIRE LANE _. _" FIRE LANEV N w ! GUY WIRE ANCHOR FOR THE PURPOSE OF INTERIM FIRE LANE FIRE LANE _ _. FIRE LANE - FIRE LANE FIRE LANE FlRE LANE ARE LANE FIRE LANE FIRE LANE / L.P. FI FIRE LANE _----- n _..._ , _- r _ _ RE LANE W.,_. W_..._.... - _._... _ ,_._._.-- ..._.___ _._..e_______ � ,_._�._-.-.nom-r�_�._.._, _. _;�- .�._ .: - 0 0 � ���..r .� CSO � GAS PIPELINE R L E ISER REVIEW UNDER THE AUTHORITY OF RABON A. METCALF P.E. _ m __::. __. _.,.:_ ,:x�,._�:, . _._._� __�_'.,___,..__. hp L. P. �; s 29 24 23 25' UILDING SETBACK 18 17 11 N c� 25 BUILD NG SE BACK_ 10I.n, 4 1 I Det ® WATER VALVE WATER METER NO. 88583 ON AUGUST 25 2010 IT IS NOT 'f0 BE USED 6 S C (9'x 8' =5 .00 17.00' 6 S C (9'x 8')=5 .50 '17.50' SPC 9'x18' 64.00 6 S C (9'x 8)=5 .00' G.M s c (9'x 8')-3 ;rib=� _I 0 cv DOUBLE CHECK VALVE FOR CONSTRUCTION, BIDDING -€IRE tfaa�-- •�E-LANE =�- - - - - TYPICAL FIRE 1 ap, � _ m I v ELECTRIC VALVE OR PERMIT PURPOSES. ._ / LANE STRIPING M.H. L.P. ®Bv i', EM BALL VALVE F.H. M.H. -__ 0 15 P.U.E. in rn � '� �� I-- ® ®GM ELECTRICAL TRANSFORMER GAS � METER N I N 1 I ++ I I 6 WALK �- 6 WA K ` ( I I I( I - ( i I I 1 L 6 wALK P!P• C ( i I I I I I 61 WALK I I I 1 U H MANHOLE ! I i 1 I i ! i ®c ®' ❑ o. CLEANOUT tt FIRE HYDRANT TELEPHONE PEDESTAL _ _ - - 5 8" IR P.P. S 42.29'3" W - 462.13' , T.P. T.P. �. F.H. / TYPICAL 4 WIDE Q 20' P.U.E.�' � `�' � 5/8" I.R. PAINTED STRIPING, Q o TYPICAL 4 WIDE `� PAINTED STRIPING -15"0 RCP- - (WHITE) (1122/813) v� x0 GJ i1 � '\yam" ©� �r� _kS'�O I AREA INLET JUNCTION BOX CURB INLET X S rYd� -' II o I' `X (`N _ u A1C` a CALL BEFORE YOU DIG �� �J v \ ;, TEXAS ONE CALL SYSTEM - -� I BUILDING SETBACK LINE _PROPERTY LINE EASEMENT LINE (/7 z W X 0 � G 1-8ti0-245-4545 S (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES O% �� \ ` , HARVEY ROA EAST �', S.H. N LJ• 30 PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL RAVAGES �� �� TO EXISTING UTILITIES DDE TO ANY CONSTRUCTION ACTIVITY. oa S� r�X (120' RIGHT-OF-WAY) .0 . PUBLIC UTILITY EASEMENT PROPOSED PAVEMENT %_ i- v� % j ` •► m Q V Z .J`. S� t�. fl) All< x PROPOSED STRUCTURE J E S TO I LACED AT 60 �- � '00 (I W Z W` Q o o' ! < < - Z 0 m 0 NOW OR FORMERLY MARION S. GILCHRIST CIVIL SITE NOTES: \ AZ S BR N CURB NOTE: EXPANSION JO[ 1. THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0142 (VOLUME 7233, PAGE 241) UN INTERVALS AND AT ALL RADIO POINTS, �'.C. S, P.T. s. L- CALLED: 3.11 ACRES \ C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. .e� } W o GATEWAY PARK SUBDIVISION \ LOT 2, BLOCK ONE CONSTRUCTION JOINTS SHAL 2. DESIGNATED HANDICAP PARKING SPACES WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. INTERVALS. 158 3. ALL ROOF &GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE / E PL ED AT 20' �. = > J_ w (- Z Q a > W = ( � f cn (VOLUME 2541, PAGE 235} _ ��_ _ - PIAN 1„ FROM ANY PUBLIC- RIGHT OR 150 FEET OF THE SUBJECT Ruj ^_ ^ __ ZONED: C-1 VARIABLE WIDTH SHARED NORTH ACCESS & PARKING EASEMENT 0 20 40 -OF --WAY- _RESIDENTIAL .DISTRICT. WITHIN LOT MEASURED FROM A. POINT FIVE 4 FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A 6 ,, BAYMONT INN UNIFIED APPEARANCE. ( N.T.S.• • V ` J �y 0I wl O (VOL. 2541, PG. 235) i & SUITES ( -1 O Q 0 - SCALE: 1" = 20' 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE- COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. \41 2611 2611 HARVEY ROAD - 3b '? 4 0 COLLEGE STATION, TX 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. *►.; ARE LANE FlRE LANE FIRE LANE TYPICAL FERE LANE STRIPING `CONCRETE 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, ' OR A PERENNIAL GRASS IS REQUIRED- IN PARKING LOT ISLANDS SWELLS AND DRAINAGE AREAS THE PARKING LOT SET BACK RIGHT-OF-WAY AND ADJACENT PROPERTY � DISTURBED 1 :-- I- o o PAVING DURING CONSTRUCTION. sa Z :., N _ _ TYPICAL FIRE 7. THE IMPROVEMENTS EN S ...SHO ^!N T � SHALL CONSTITUTE 80% IMPERVIOUS COV R ON E THE SUBJECT PROPERTY.. Gj 30 n � ,,, _.� ���,,�,��-�._�� ;�.• ���. FIRE LANE FIRE NE LANE SIGN ( } ., 8. AN ON SITE DETENTION FACILITY IN THE PARKING & UNDERGROUND STORM SEWER IS PROVIDED FOR THE PROPOSED 3 PA VE ENT Z I DEVELOPMENT. RE INF RCEMENT CLIENT INFORMATION �O' 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE • - # ARS CENTRAL TEXAS HARVEY INVESTMENTS, LL C/O SANH TRINH Wig' • ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. TYPE IA - IS' ONO ITHIC 4405 REGAL OAKS DR Q - - - - - - - - - 37.00' 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR T0, AND DURING, DEMOLITION/CONSTRUCTION. SOLID 6 COLLEGE STATION, TEXAS 77845 OF F: (979) 575-4545 i Z Z WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. CON CRETE CU CONCRETE GUTTER GUT ER FAX: (979) 823-5196 J s ' LE N.T. 1 EMAIL: samtrinhOverizon.net FILENAME: 0400SP1A SCALE: 1 "=20' til 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION Q' PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. ATIO BRAZ SUBMITTED DATE: AUGUST 25, 2010 P.P. 3 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. 0 COUNT DRAWN BY: R.A.M. - - - - - - - - - - - - - �-•+'ti 13. NO WASTEWATER WILL CLEANING/WASHING G J L BE GENERATED FROM THIS SITE C N WASHING OF EQUIPMENT OR VEHICLES. E BY / Q E SANITARY SEWER � GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER AND COMMERCIAL WASTEWATER BY DEFINITION. `� VI Cl N I TY M AP CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A EXISTING CONCRETE �Q� DRIVEWAY APRON 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND RME CONSULTING ENGINEERS ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING CLIENT NO. PROJECT NO. SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 237 0400 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT FIXTURE 0 ECT BELOW AN 0 XT SHALL DIRECTLY PROJECT OPAQUE HOUSING AND NO R ECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. HARVEYROAD EAST S.H. ^' No. 30 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. (120' RIGHT-OF-WAY) - 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. SHEET OF 12 I � ------------------ NOW OR FORMERLY - HARVEY I-0AD�ST- 4'x7' / �. �SYMBOL &LINE LEGEND BOX CULVERT LANDMARK ACQUISITIONS I, LTD. LOT 1 R, BLOCK ONE \ 0 POWER POLE (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 235) -- X' MARKED IN LIGHT POLE _ CALLED: 8.158 ACRES ZONED: C-2 �� CONCRETE 4x7 BOX CULVERT .. \ it GUY WIRE ANCHOR C.onsu�s*(M9 EV1�(rleer^S Lu N 31'40'16 W w GAS PIPELINE RISER. _ 1 -BAY FRONT LOADING DUMPSTER PLAN 4'x7' BOX CULVERT Z `y 4.6$' "X" MARKED IN .. PAD HIGH NORTH D4 1 WATER VALVE WATER METER 7607 EASTM.ARK DR., STE. 252A <77840 POST OFFICE BOX 9253 w/8' SCREENING WALL N 43'58'07" E - 200.99' CONCRETE N _ z N 42 3311 E - 260.00 (MATCH FACADE' OF BUILDING) & ® a ❑ DOUBLE CHECK VALVE COLLEGE STATION, TEXAS 77842 _ _ 0 20 40 4'xT BOX CULVERT "- i '�"'�--S :S ®- - e - - 2-6 PANEL STEEL GATES - SEE "X" MARKED IN � ED E ELECTRIC VALVE @t7n g. EMAIL: civil eu Ineer.com CONCRETE = = _ _ _ - _ LO W CIVIL SITE NOTE #11 B�I �EM BALL VALVE OFFICE - (979) 764-0704 4'x7' Box CULVERT- W SCALE: 1" = 20' ELECTRICAL TRANSFORMER FAX - (979) 764-0704 _ _ _ - _ - - / ��M GAS METER TEXAS FIRM REGISTRATION No. F-469 SURVEYOR NOW OR FORMERLY \ - o M MANHOLE DREWDAWN -" -` - - - - - - - - - .` - i - SRN WDAWN 1f GE - - - - - - - - I ( - - - - i �C CLEANOUT KERR SURVEYING, LLC ( ) % VOLUME 4�OJT FIAGE 274 PROPOSED 24 � STORM I I / L �TP FIRE HYDRANT COLLEGE STATION, 505 CHURCH STREET 77841 % 3 (VOQ8MEED22�8PAGIREP4) SEWER - SEE SHEET C1.3 TELEPHONE PEDESTAL _____ _____________ _ ______ _________ ____ _ _ --------_ Q J.13 ------------------ -I=----------- - ELECIC -------------N5SPRINGERS / - - � J.B. TRA FORMER I to,B AREA INLET JUNCTION BOX OFF: (979) 268-3195 FAX: (979) 691-8904 _ � _ _ _ _ � _ � _ - -- _ � FRONTA - - - - - _ - _ � - -- - _ � _ LOT 1 - - GAS - - - GAS - - - GAS - - -�- GAS PADS l--- I I - - -LIE- - - -LIE- - - -LIE- - - -LIE- - - -LIE- - -UE- - - -IEI - - -LIE- - - BUILDING SETBACK LINE (_ (VOLUME 4227, PAGE 274) - -UE3 -A/�C��CffS- - -UEW-A/C--F9 - - -UE- - - -UE- /�.�( I PROPERTY LINE ZONED: C-1 I I J A.L. A.L. A. • A.L. 4„ 4»w A. A'L' tea» 4»� $ �» - � I I I A.L. A.L. -- -- U.E - EASEMENT LINE PUBLIC UTILITY EASEMENT I I v< U CO I I _ t -- Q Int AREAS SOFT _ o� CIV ���I 4190DBERMUDA) Y it N A.I. I I - I I �'z W ++ M7+77 COMMON BERMUDA / 3 / -' .+ SEEDED II - f l� c� 30' PRIVATE ACCESS I I r I I �� �� JI ' / o EASEMENT & PUE (1122/813) rl-./'4 - _ p / Z tv1ARK DATE DESCRIPTION m 3 -WATER OAKS r,, F�� / J `� Z I (>2 CALIPER) IN D� o C �� ,> Z M 0 6x6 TREE WELL ; I �- 1 w, I / o N mo 9570 COMPLETE W / r PROPOSED 10' l 3 V) O REVIEW ONLY P.U.E. I \,e r 1 `f II I/ / ¢mN W 0AQ� NOT FOR (,� a , N W z I I ; I-- -1- , ; o , 6 NAI N CONSTRUCTION 6 CWALK I a �. ; WALK i i i I s: fD 1 /Q o ' I .' 3 -WATER OAKS CANOPY (>2" CALIPER) IN - w / (CLEARANCE=14'0") 6x6 TREE WELL PRELIMINARY THIS DOCUMENT IS RELEASED THE OTHE OAUTHORIITY APPROXIMATE LOCATION OF ¢I L..P. / / / VIEW W UNDPURPOSE RER R OF RABON A. METCALF P.E. L.P. 8 PUBLIC SANITARY L p L.P. SEWER LINE N0. 88583, ON AUGUST 25, 2010 IT IS NOT TO BE USED >- M. FOR CONSTRUCTION, BIDDING L- --- ---- _ ------ -- L.P.------ - OR PERMIT PURPOSES. � . � s"ss ® ,. I ss Q � ..I M.H. _. �: _ ,._.. t, ��. _ - - -, � �_ ..�=�...�.-.__�"--=-�,`^ - f 6' WA �K I ) i !qti I I i 6' I WALK I ' 17'!Tj�i F.H. I I I L - - ! I I I )HL_ _ _ ___ _ -0HE----0HE----0HE- --0----0HE----0HE--- _ ��y 7���� �+r� flH - - - --@HE- � - T - -LIT GAS - GAS�T _- UT � - t1T - US - T U I--- -CRS UI--UTGa3---- _ - UT - - l�7 = - - - - - - - OHE Sk+� --3VJ -UT- -� - UT - -UT - J ' f ' Y�-- �t V G. 1 v - - i iT - - AS ^UT i GA -- T.P. - - - UT �,/g» I R -LIT 20' P.U.E. - - - _ - -' - (1122/813) APPROXIMATE LOCATION � 15"G RCP OF TELEPHONE LINE Q - w -- w w w -- -- -- w -- w -- w -- w -- w - -� -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -�- w -- w -- w w w S�QP, APPROXIMATE LOCATION OF CALL BEFORE YOU DIG v, w X O 4" ATMOS GAS LINE TEXAS ONE CALL SYSTEM Q -x A( PROXIMATE LOCATION OF 1-800-245-4545 HARVEY R 0AD EAST ^' S.H. No. 30 I HAT LEAST PRIOR TO DIGGING) RIS I - 7 ~ � - TO T 12" PUBLIC WATER LINE • • • WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL CTILITIRS PRIOR TO CONSTRUCTION AND 1S SOLELY RESPONSIBLE FOR ALL DAMAGES w m (120 RIGHT-OF-WAY) I TO EXISTING UTILITIES DUE TO ANY CONSTRICTION ACTIVITY.' / ) 0 z V / Q- O O F- ® U) U Q W = W Q WO LANDSCAPING REQUIREMENTS LANDSCAPING NOTES. LANDSCAPING NOTES cont d: IRRIGATION NOTES: o N Z >i- 4Q. W SITE AREA METHOD: FRONTAGE TREES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW O SITE AREA=2.06 acres S.H. 30• N FREEWAY @ 25' SPC: (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED LLI 2.06 acres = $9,734 sqft. Cs� 60 Ants./1000 sqft.: 462 L.F. FRONTAGE/25 = 18.48 TREES PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. V ! = Of REQUIRED = 19 TREE CoCS UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING (89,734/1000 x 60) = 5,384 pnts. ( ) SHAPE; NEVER CUT EVERGREEN LEADERS. BE PROTECTED BY EITHER A PRESSURE VACUUM Z Q PROVIDED = 30.5 TREES CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT NORMAL PLANT 2. THE IRRIGATION SYSTEM MUST BACK FLOW DEVICE, OR A DOUBLE (.j,J _ cn 0 (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) (20 CANOPY & 21 NON -CANOPY) SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. BREAKER, A REDUCED PRESSURE PRINCIPLE 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. TREE PLANTING I NO S: J I <C w ADDITIONAL STREETSCAPE: CONDITIONS. i (0 J CANOPY REQUIREMENTS: 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF GRADE, AS BORN TO PREVIOUS GRADE AND GROWING 3. BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION J 0 N J S.H. 30 -HARVEY ROAD EAST QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN ALL 1, STAKE 50% CANOPY TREES: (8,156 x 50%) = 4,078 pnts 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO AS PER CITY ORDINANCE 2394. ABO E RST BRANCHES OR AS N � o O U 300 nts. 50 LF of frontage:. AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND P / g NECESSARY BACKFILLING. TO PREVENT SLIPPING OF RUBBER (300 x 462/50) = 2,772 pnts7 REQUIRED 4,078 pnts ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO HOSES. _ PROVIDED - 4,200 pnts� PLANTING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR 2. PLA SO A, ( TOP OF ROOT BALL IS EVEN TOTAL LANDSCAPE POINTS REQUIRED = 8,156 pnts� CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB DUE WITH THS FINISH ED' GRADE. TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR. ANY DAMAGES TO TOTAL LANDSCAPE POINTS PROVIDED = $,180 Ants. 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING; DECORATIVE ROCK (NOT OR SIDEWALK WHERE APPLICABLE. LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND LANDSCAPE OPERATIONS. 12 GAS E GALVANIZED f CONTRACTOR AND USED FOR BACKFILLING 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE -PROVIDED BY LANDSCAPE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE WIRE L CASED 1N'' 1"0 PROPERTY DISTURBED DURING CONSTRUCTION. BUILDING MASS REQUIREMENTS: _ __ ALL PITS FOR PLANTS., -AVERAGE, TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS THAT THE IRRIGATION""SYSTEM`WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE - I RUBB R .. _ - ONE 1 '2 - T 1 2 PART MANURE R PAR BED MIX O BONE MEAL ANDINITIAL 'GOOD GARDEN SOIL 1 WATERING 1 x 15% - 31.7 OF_ LANDSCAPING ' RIGHT-OF-WAY . / _ / O NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL REQUIRED 15� FACADE FACING R.O.W. (2 1 ) 4. ANY ADJACENT PROPERTY AND RIGHT OF WAY DISTURBED DURING CONSTRUCTION -. .OSE I REQUIRED = 32' OF LANDSCAPING ALONG FACADE FACING R.O.W. WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. POUND LIME PER CUBIC YARD. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. �. = 1 CANOPY TREE FOR EVERY 6' OF REQUIRED LANDSCAPING ALONG FACADE FACING R.O.W. REQUIRED, 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND TREES CLIENT INFORMATION REQUIRED = 1 TREE/6' x 32 = 5.3 CANOPY / AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, � REQUIRED = 6 CANOPY TREES ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. -- CENTRAL TEXAS HARVEY INVESTMENTS, LL PROVIDED = 6 CANOPY TREES 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT c/o SANH TRINH 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO 4405 REGAL OAKS DR ADJACENT SOIL. AROUND EXISTING TREES TO REM ALN, TYPICAL. PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. LANDSCAPE SCHEDULE ( COLLEGE STATION, TEXAS 77845 OFF: 575-4545 (979) 7. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). FAX: (979) 823-5196 NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE „ " LA0. OF BOTANICAL COMMON 6 METAL T POSTS EMAIL: samtrinh®verizon.net SYMBOL SIZE TYPE NOTES POINTS GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. (MINIMUM OF 3) PLANTS NAME NAME 3 x BALL DIAMETER „_ CUT AWAY AND REMOVED FROM. ROOT BALL PRIOR. TO (5' MIN) FILENAME:040OLPlA SCALE: 1 -20 SUBMITTED DATE: AUGUST 25, 2010 n „ 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE 2.1 -- 3.4 QUERCUS WATER CANOPY 40 GALLON PINE BARK MULCH. � 2 4,200 BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM CALIPER` NIGRA OAK TREE (150 PLATS.) 2" THICK (MIN.) 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. DRAWN BY: R.A.M. > 1.25" MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SOFT. OF BED AREA. CHECKED BY: R.A.M. k.AGERSTROEMI CREPE NON -CANOPY 15 GALLON 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND CALIPER 2,440 ao FIELD BOOK: N/A PAGES: N/A 6� INDICA MYRTLE TREE (40 PLATS.) 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED ORDINANCES REGARDING LANDSCAPING. -1 _ (SINGLE -CANE) --_ - WITH EITHER BERMUDA 2 LBS 1,000 SQ.FT. FROM MARCH 15 TO SEPTEMBER 15 OR ( / ) \\ � 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY =- - -==--y-- == _=_ =--` \� =_ _= _. - -��.=n--•=-=�-•-= \\ RME CONSULTING ENGINEERS ILEX BERMUDA. RYE. GRASS MIX. (2 LBS/5 LBS.. PER 1,,000 SQ.FT.) FROM. SEPTEMBER. 16 TO ,// BURFORD 3 0.C, STAND OF GRASS ON ALL SEEDED AREAS. / \\/�\j\\/\ ^- /\\j\\j\\j\\r` CLIENT NO. PROJECT NO. O 154 10 GALLON CORNUTA HOLLY SHRUB 10 PLATS. 1,540 MARCH 14. NEW TOPSOIL ( ) FERTILIZER %� '� _. \��� •/i/� // // � 237 - 0400 URFORDI-NAN w 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT .PLANTING BEDS .AND -MULCH .ARE .REQUIRED, THE LANDSCAPE �� w/FERTILIZER 'INSTALL 'UNDER THE MULCH TO PREVENT WEED 8 DEEP (MIN.) SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL BLACK FABRIC MESH ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR. THE WATERING. AND. THE TREE P LAN TING MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS - ,N.TiS• S OR u THE DATE THAT THE 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED- STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUB (} SHEET 9 OF 12 ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. PROPERTY INFORMATION X. NOW OR FORMERLY F -14-ARV-EY ROAD fA_ ST_4'x7' BOX CULVERT PROVIDE 12'-0" MINIMUM tY LANDMARK ACQUISITIONS 1, LTD. LOT 1 R, BLOCK PNE AVE AD EAST N -35) CLEARANCE (BOTH DIRECTION) I (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE I LOT 2. BLOCK 1 'X" MARKED IN CALLED: 8:fi58 ACRES - E INTERIOR OF THE DUMPSTER CONCRETE 4'x7' BOX CULVERT Y THE ((VOL' 1122, PG 813) PAD SEE DETAIL SHEET C2.1 CD (2.06 �CF ES or 89,7'34 SQ.FT.) N 31 *4016" W 4'x ZOqED,-. C-1 _BA _16AMN DUMPSTER 1 7607 EASTMARK DR., STC. 250E <77846 N PLAN 7' BOX CULVERT k6w �: 100 -YR FLOODPLAIN PER X" MARKED IN NOW OR FORMERLY POST OFFICE BOX 9253 CONCRETE RETAINING PAD w/8' HIGH SCREENING WALL NORTH N 43*58'07" E 200.99' CONCRETE LOMR CASE No. COLLEGE STATION, TEXAS 77842 N 42033'11" E 260.00 WALL & 6' HIGH z 01-06-356P (AS EFFECTIVE DATE OF 1/17/02 j X" MARKED IN 420' BOX CULVERT WOOD FENCE 5i (MATCH FACADE' OF BUILDING) & 0 20 4 1 0 TE INVESTMENTS, LLC EMAIL: civil*-mengineer.com C5 2-61 PANEL STEEL GATES - SEE VOL�. 8391, PC. 81) CIVIL SITE NOTE #11 4'x7' BOX SCALE: 1" 2W FAX - (979) 764-0704 CULVERT PARKING REQUII�IEMEN ORDINA CE: CONCRETE OFFICE - (979) 764-0704 LO V) BFE-255.23' NOW OR FORMERLY 0 a m HOTEL 1 S�)C/)WELLING UNIT IRM DREWDAWN — 15' BUILDING SETBACK SURVEYOR ENTERPRISES, INC; MEETI ROOM 1 SPC/200 S.F. KERR SURVEYING, LLC 505 CHURCH STREET (VOLUME 4227, PA 274) A NITS = 69 SPACES COLLEGE STATION, TX 77841 CALLED: 1.08 ACRES 4 SPC (9,xl8,,, 8'xl 2' CONCRETE 69 DW.LLING 0 1 37:00 - - PAD FOR 6 -BAY 6" :CONCRETE _0 6" CONCRETE 60D MEETING' AREA -(600/ -00) -3 SPC 0 -2 - OFF: (979) 268-3195 O J. B. C� A.I. PAVING ELEC_�_IC4 TOTAL REQUIRED- 72 SPACES BICYCLE RACK TE J.B. C� A.I. ED PAVING Fol SPRINGER'S FRONTA MG) J.B. L FAX: (979) 691-8904 TRANSFORMER PROVIDE[: LOT 1 0 G PAD I REG R = 69 SPACES UL, (VOLUME 4227, PAGE 274) 3 -A/C PADS 4 -A/C PADS H/C - 4 SP ICE ZONED: C-1 2-WIA.'s IES A.L. A.L.W. A.L. A.L.TOTAL = 72 SPA W A. L. El Cl El n 0 El El A. L. b 210 E -M. A.L. 190 - u') SQ.FT. SQ.FT -0 L.P. ISLAND kQUIREMEN fS: B.FM C\f tj 0 0 rl,) SEE POOL THE SQLURE-170�,OTAGE SHOWN AT lNTERtOR END A.I. G 8 ISLANDS I 4CLUDES 71�E REQUIRED AREA FOR SITE, PLUMBING, CONTRACTOR FOR BAYMONT INN & SUITES SINGLE I DOUBLE �ND ISLANDS. ONLY THE T05 3 -STORY (SAVE HEIGHT=4316's) 1 EXCESS P EA I IL STRAYED BELOW. -.-ELECTRIC., ETC._ (o ff HOTEL w/MEETING AREA C INTERIO R PARIUNd! 31 SPACES 110- No 0 Im IL m I u. OZ T. C� OF 0 W_ 0) REQ'D I AREA=(31/15xl 80)=372SQ.FT. BUILDING FOOTPRINT = 11,857 SQ.FT. C� A.I.A.I.FMI Z_ 4T. ISLANC 30' PRIVATE ACCESS > CIO E I ISLAND 0< PROVIDED INT E R R D AREA 376 SQ.FT. k" EASEMENT & PUE GROSS AREA = 35,250 SQ.FT. 0 n .(1122/813) 23.50' IFC CONSTRUCTION TYPE VB 00 x w — 7 DESCRIPTION 0) 0) G TYPICAL 4 DE C, Lli MARK DATE PROPOSED H/C PARKIN 0 0 TYPICAL FIRE PAINTED STRIPING C) PLAN )11E z 0 0 ROW w/SIGNS, WALKS, I CONCRETE 0- > mlBSTANTIALLY 0_ LANE STRIPING U) O< CURB- STOPS, ETC-.. (WHITE RETAINING WALL. - t sli 1. REFER 71 SHEET CO.1 & C0.2 FOR PROPOSED 10' A w/COLOERD P.U.E. IC\ SITE, P, IIRKING' AND MISC. CONSTRUCTION COMPLETE TONE FACADEA.L. A.L.E&ft&ftm 0 1" A. L. L A.L. NOTES.� /I A A�L. Oil tco E 1 WALK 10' WALK 2.85' 2. R I ER H .1 FOR SITE & CONSTRUCTION 0 '79 180 2 SPC F D *C* 72 I PARKI DET ILS Illzj%4/1 uAft I Q.FT. (9),18,) u's q 0 xi 81)=�! 360 H/C &,)6 S 9'X18`i=75.5T 350 1 350 2 & 70. 00' 360 IL_ — ZNX 1. _S11 19. DO' 8. )n L0 - - SQ.FT. SQ.FT. SQ.FT. 3. t NLS OTHERWISE NOTED ALL C_� CONSTRUCTION DRAWINGS cli RADIUS AR 14.�i' AL 41 (504 51 8 0 G G F. H. ALONG THE BACK OF ISSUED PRIOR TO THIS 8' 8' CURB. DATE ARE. REPLACED BY 1 8' 8' 1 1 CANPPY ..... . ....... .. PQ NE RRE LANE L FIRE LANE FIRE LANE THIS SET & SHOULD NOT E 1(CLEARAN_qE=14'0")l FIRE LANE 0 10 - FIRE NE FIRE LANE SYMBOL & LINE LEGEND BE USED 5' WIDE FOR TYPICAL FIRE 6" CONCRETE CAL _0 Qf 0 01: POWER POLE LANE SIGN Iq TYPICAL C! 6" CONCRETE / PAVING AMBULATORY PEDESTRIAN CONSTRUCT (0 (6 C� PAVING LIGHT POLE RAMP TYPE 1 CROSS -WALK N FIRE ME FIRE ME GUY WIRE ANCHOR RRE LANE NE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE GAS PIPELINE RISER $w L �E ME FIRE LANE _0 0 mmv WATER VALVE z 25' BUILDIN 77 �l 19mm WATER METER SE 29 Ili - r G 0— a C-4 G 25' BUILD K C 6 SI tl(qwx 18 1)= INDCV-DOUBLE CHECK VALVE (9, 8' 7 SPC 64.0o 6 S:lC (9'x S C '9'xl 88183 RIPIRG 4)EV BALL VALVE 17. cO C:'Z� OEv ELECTRIC VALVE QU L.P. M.H. C) ELECTRICAL TRANSFORMER tta, Ss F.H. ru M.H. 15' U.E. (D A METER m 0 7 LK H -MANHOLE 6' WA Ill K LK 61 WALK 61 w OC -0. CLEANOUT P. I I- I i i i i0l' L J -1 Pi P.P. FIRE HYDRANT S 42*29p2Y W 462.1-3' T -P T. P. 5/8' TYPICAL 7 WIDE 5/8" I.R. TYPICAL 4" WIDE N TELEPHONE PEDESTAL 20' P.U.E.-Y PAINTED STRIPING �(WHITE) (1122/813) PAINTED STRIPING ❑ AREA INLET (WHITE) NOW OR FORMERLY TION 1BOX PROPOSED 6' 103 JUNC PROPOSED 6' MARION S. GILCHRIST P.A.E. 0-4 AREA LIGHT (GROUND) _r (D Ipp P.A.E. (VOLUME 7233, PAGE 241) s 0 IP1B FIXED PIPE BOLLARD CALLED: 3.11 ACRES SEE PO CONTRA VIL I I K S K TE 505 C 74) COLLEGE R2-W� d 7 SITE, PI B L CTRI EVE C-0 S, 2 CONCRETE / MARK RETAtj CALL BEFORE YOU DIG o h CURB INLET TEXAS ONE CALL SYSTEM BUILDING SETBACK LINE uj X 0-4 Ir PROPERTY LINE 1-801)-245-4545451-801)-245-4545GATEWAY PARK SUBDIVISION LL LOT 2, BLOCK ONE I : 5; F - (AT LEAST 72 HOURS PRIOR TO DIGGING) (VOLUME 2541, PAGE 235) EASEMENT LINE IVARNING!I: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES Z ft 0 PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D..wGEs HARVEY ROAD EAST S.H. No. 30 P I.EL PUBLIC UTILITY EASEMENT 0 Z TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. s ZONED- C-1 U) (1 20 I RIGHT—OF-WAY) CIVIL SITE NOTES: NOW OR FORMERLY MARION S. GILCHRIST 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 01-06-356P, WITH AN EFFECTIVE (VOLUME 7233, PAGE 241) DATE OF JANUARY 17, 2002. CALLED: 3.11 ACRES GATEWAY PARK SUBDIVISION N 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. LOT 2, BLOCK ONE PlAN 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC (VOLUME 2541, PAGE 235) : RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS ZONED: C-1 VARIABLE WIDTH SHARED NORTH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCESS & PARKING EASEMENT 0 20 40 (VOL. 2541, PG. 235) -1 1 1 1 1 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE pmmq—pmmq— I DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. SCALE: 1" = 20' 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN FIML LANE FlRE ME RRE LANE TYPICAL FIRE PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING 6" CONCRETE ri LANE STRIPING CONSTRUCTION. o PAVING 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 80% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. Z TYPICAL FIRE 8. AN ON SITE DETENTION FACILITY (IN THE PARKING & UNDERGROUND STORM SEWER) IS PROVIDED FOR THE PROPOSED DEVELOPMENT. FIRE LANE FlRE _LANE LANE SIGN n 9. 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. qoN1_1 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 37.00' 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS - CL ,I- ImijTI 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. P.P. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL 3: BE NORMAL DOMESTIC WASTEWATER AND COMMERCIAL WASTEWATER BY DEFINITION. 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. EXISTING CONCRETE 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT DRIVEWAY APRON PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. ADJ. RT. - 600' ADJ. LT. - 372' OPP. RT. - 318' OPP. LT. = N/A 17.. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM. AND THE. ITS ELECTRICAL SHUTOFF SHAH. BE BY MEANS OF A "KNOX. SWITCH" OR HARVEYROAD EAST S.H. No. 30 A MANUAL DISCONNECT. FDC CAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEVICES. (120' RIGHT-OF-WAY) 18- THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. 1,BAYMONT INN _& SUJ TES 2611 HARVEY ROAD COLLEGE STATION, TX Orr" rte. . ,- -� It �il� � Ilk 11 REVIEWED FOR'il COMPLIANCE NOV 2 4 2010 !01 COLLEGE SfATION, ENGI-N-EERING LI 0 U) =) C;6 — 0 13L (f) 0 < 'uj u) Ld ui < 0 Li Z > a IN CURB NOTE: EXPANS N JOINTS TO BE PLACED AT 60 0 Z Of m 1 INTERVALS AND AT A, L RADII S :)OINTS, P.C.'s, P.T.'s. U) U- < M w 0 CONSTRUCTION JOIN SHAL 1 BE: PLACED AT 20' — Ljj > W INTERVALS. �F- z < > 0 R 6- _3 a) CN >- NO < 0 0 3„ m * 4 CV F 77 14 3" PAVEMENT C-73— REINFORCEMENT CLIENT INFORMATION BRS CENTRAL TEXAS HARVEY INVESTMENTS, LLC A c/o SANH TRINH TV IkA�klf) ITWIr- 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845. OFF: (979) 575-4545 CR & GU TITER FAX: 079) 823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400SPlA SCALE: 1 "=20'I SUBMITTED DATE: AUGUST 25; 2010 DRAWN BY: R.A.M. ...... .... CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A C NRME CONSULTING ENGINEERS 0 ! P I AIN, I"' P' CLIENT NO. PROJECT NO.:, NOV V4 2010 237.— 0400 DEVELOPMENT SERVICES PLAT FILED: 10 M9 q SHEET 50F 12 0191, 14 cj 01 COLLEGE STATION, TEXAS 77845. OFF: (979) 575-4545 CR & GU TITER FAX: 079) 823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400SPlA SCALE: 1 "=20'I SUBMITTED DATE: AUGUST 25; 2010 DRAWN BY: R.A.M. ...... .... CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A C NRME CONSULTING ENGINEERS 0 ! P I AIN, I"' P' CLIENT NO. PROJECT NO.:, NOV V4 2010 237.— 0400 DEVELOPMENT SERVICES PLAT FILED: 10 M9 q SHEET 50F 12 0191, 2 CONFORM WITH CONCRETE) �x MITER --OUTFALL 24 0 PIPE TO P Q i 3 2 L.F. OF CONCRETE FiARVE'Y -ROAD EAST .- 4'x7 BOX CULVERT �\` RETAINING WALL (TYPE 1} loo -YR FLOODPLAIN PER LOT 1R BLOCK SNE LOMR CASE No. ` VOLUME 2541, PAGE 235) SIDESLOPE &CONCRETE PATCH RE - w%WOOD SCREENING 01-06-356P t .47 JUNCTION X \ 1 R T SHEET COA & CO.2 FOR x MARKED IN - - AS REQUIRED CONCRETE 4x7 BOX CULVERT - -._ __FENCE - T EFFECTIVE DATE OF 1/17/02 = RIM=258.23 GRADIN ®� (IN 'GE, AND MISCELLANEOUS _.n _ _(OUT)=254.45' _ . _. - F L (OUT) 254.45 .,y... BFE�255.23 _,_, -- - -- -- - -- > j-- --- -= = Lam: �,_� ��� �-<�,-__ � =_ _� .�,_�r _ __,,_ . ,-�_H^ _ ../ m = _ _= =�= 4 x4 CONCRETE -JUNCTION BOX - - e = - - - - = - - - - - _ - � ` _ F/L (W)=254.86 - - , N 314016 W-----�- - ._.__. _._ - - CONSTR CTIO N TES ' ' RtM=258.15' _-- -' - - 19.80 L. F. OF - - F L (S)=254.86' 7607 EASTMARK DR. STH. 250E ��7840= P POST OFFICE BOX 9253 �••68 4x7 BOX CULVERT , - --' �- 252- -m- "X" MARKED tN 24"�h ADS (N-12) - ---25�-� �"" � �j®R'j'g 2. REF R TO S EET C2.2 FOR GRADING, - _ = =/ F/L (W)=254.92 N 43'58'07" E -- 200.99' CONCRETE �- v N 42'33'11 E - 260.00' - -25Q - I - _ _ - - F L (S)=254.9` = ._.__ ® ._ „ 0. ® 842 4'xT BOY cutVERT ,� e STORM SEWER -_ _ -! _ _� _ _ COLLEGE STATION, TEXAS 77 - 0.25% SLOPE o 20 4o DRAIN cRt IIS ELLANEOUS DETAILS. EMAIL: civil(a�,rmengilieer.com X' MARKED IN - ', LIMITS OF WALL 82.91 L.F. OF 24 h RCP , T/C=258.90 OFFICE - 979 764-0704 CONCRETE _ _ = _ _ _ - / T/C=58:90'- - 70.66 L.F. OF 24"0 RCP T W=258.90' T.B.M. 1 SQUARE CHISELED IN CURB INLET ( ) T/W=258.20' (CL3) STORM SEWER C�? ,. T/W=258.90' -__ _ ER sCALE: r' = 20' FAX - (979) 764-0704 82.91 L.F.OF 24 0 ..(CL3) ST T/G=255:70' N OUTH -SIDE OF HARVEY ROAD 4'xT BOX CULVER T/G=257.70'- _= __- --� 0.25% SLO_ - - = - - - - - TE = = _ _ _ _ - -_ - - - - - - -- - - % S 0 M - _- _ - TEXAS FIRM REGISTRATION No. F-469 - T/G 256.70' SEW RCP CL3 STORM - - - _ - _� _ _ -- - A No 30 CRB INLET LOCATED IN THE - - T C=258.91' ' i -` -_ - - -' - v - --- SEWER 0 0.25% SLOPE ` -�- ��� 70.66 L.F. OF 24 w �� -.__ -<255 2�s.40ALL APPROXIM TE MIDDL OF SUBJECT TRACT. SURVEYOR j / i 1--- . �~ I - - - T/G=255.70' = 1 '-NAD 83 KERR SURVEYING, LLC SPRINGER'S FRONTAGE ( ) ELE 258. 6 _ RCP CL3 STORM���� ( II I ) 505 CHURCH STREET T/C=258.85' ��.' 37% / � -- --- ,,� / � _ h _moi o / ,n - - - T COLLEGE STATION, TX 77841 VOLUME 4227, PAGE 274)1 T C��5852' o I O T/C=258.90' S _ �_ -I` SEWER 0'25% SLOPE -� -��` /C-2589° _ - T/ 25 .90' GRAbING LEGEND LOT 1 / P �.a. __ \2 _� �.. ___ _____` r;l oao% AT .....� ;1.B. �, ( > T/G-257.74' - > T/G-257.88' -i o _ 0.50 _ _= - - - - - - - �, _ 0_sd -_ _- -_ -+.:.---s- - - - �2 CAL DRAINAGE DIRECTIONAL ARROW OFF: (97s) 268-3195 s�-..�-- :f-- --�=' ---= _ ----- Cr ------- --- .. �..+ago -�s�-rw-==---� �' / TRANELECStORMER FAX: (979) 691-8904 MATCH NEW PAVEMENT {{ _ A•I• - $ B z I� , µ- T C=258.90' �� f - ` _ T C-258.75 +• 2 � � � `��lI LIMITS OF WALL '� - j I: 10\ / \ � C-25s.9d � + \ ` d�, •.► � + \ �1 T C-258.80' - a, Q SOP OF PAVEMENT TO EXISTING PAVEMENT G� / - � t - PAD T/P-10 ELEVATION & GRADE FLUSH o = %� �, a Q T/w 258.80 T/c 258.86 Q / _ D i I O� n A L /QEF I ( f =-W.M.'s / T/C-100.0 'OP OF CURB T G-258.50' T W=258.86 T P-258.32' oil I L. A.L. A.L. A P;$ A .0 P. ❑ A.L. .I T G=256.36' / _ 0 l OP OF WALL Q/ :w I TfP=258.19 0 l L.P. /c= 5a.7511 �- A.L. E.M. A.L. A.L. I h ®®� f T W-100 L.P. 0.60% p �• z 4x4 CONCRETE JUNCTION T/C-258.94 Y o 83% B /= CV n J ` 1.22% ( I BOX _� I I / 2 T G-10 TOP OF GROUND OR GRATE / ' I 4x4 AREA INLET o. o off` I �> 4'x4' AREA INLET RIM=258.40' F GRAW -254.68 <ti - T/P=258.24' z 42.96 L.F. OF 24 GRATE=257.74 F L N =254.50 (W/11"O/ ( )= T P-25 -. -0 0 = / r - !; SYMBOL & LINE LEGEND T/P=258.03 It -RCP (CL3) STORM / ( ) F L E =254.68'- T/C=258. �� �� SEWER {eD 0.25% F/L (W)=254.71 RESTRICTOR) (�, r z 2 T/G=257. 5' 'd� �w ROWER POLE 1_..1 9 T C=258.85' T/P=258.11' f I ( OPE _ F11 -/L {E)=254.71 FA (W)=254.50'' 42.52 L.F." OF 24 �s RCP �� ` o zo N 3 LIGHT POLE � / 4x4' AREAINLET / (E)=254.50'=- ,� ( ) c10- m Y Q F L CL3 STORM SEWER Co? l GUY WIRE ANCHOR 0.25% �` .d \ r T/G25s.81 f T G-257.93' h� GRATE -257.93' - 0 GAS PIPELINE RISER M , ♦ 0 NOT EXCEED 2.00% H N N S U H T S E O L RETAINING WALL / �� M WATER VALVE ' DO NOT EXCEED 0 % m't (N)=255.03 (MAX.) CROSS -SLOPE (IN (TYPE 2) Ltj d TN N I / \ ) ( \ , w ❑ DOUBLE CHECK VALVE MARK DATE DESCRIPTION Igwm WATER METER - MAX. CROSSzSLOPE 1N - a. ALL DIRECTIONS !N THE B AYM ON T INN & SUITES ( N fl v �,.•» 259 -�..�, f o ' �0 H/C PARKING AREA ALL DIRECTIONS IN THE _ 4x4 AREA INLET QF-� 0Fv ELECTRIC VALVE �'� f � LT o � t c c ' H G PARKING AREA o w� > IU BALL VALVE i C` C. � . 00 / GRATE -257.95 � o v _ _ + i� f V F/L (N)-254.97 Q ELECTRICAL TRANSFORMER COMPLETE T P-258.39' T/C=258.75' - 1 A L T/C=258.75' EDGA / _ A.L- A.L. I T/P=258.95' A.L. A.L. T/P=258.39' / M \ Mt1 MANHOLE �*FA _ \ I _ Ell / �.7 VET/C-259.dT TfC-258.75' A:L. I I � - � � ( ..� .� � T C 258 89101 WALK I \�� _L/ I I ( (T/W=258.89' \ �C.�. CLEANOUT U UK .: .t, t 4 4' I - FIRE HYDRANT 4T ��' t 4 SE4 IN �� MATCH NEW I 10 wA K ------- PAVEMENT DRP.INDIVIDE ` I s s ( T G-256.36' o 1 �� ` I I s 1 2J_ - 0 Ate. DRAINAGE DIVIDE TO EXISTING J °.78% - n n Q' TELEPHONE PEDESTAL 11124/10 / ; \\ ` I ( F.D.C. V V PAVEMENT T/C-259.25' 1�1j T/C=258.75 I ' - - AREA INLET T/C-258.75' LIMITS OF WALL T C=258.75' f j �► Tfc=258.80' t): JUNCTION BOX ELEVATION .& / iWi ELEVA FLUSH T/C=259.53' o `� - 258_-_ fC=258.75' T/P=258.72' T/C 258.7.2' TfC 2 8.75 - / T/W=258.80' CONSTRUCTION DRAWINGS GRADE�, T P=258.20' T/P=258.72' I i e% �' AREA LIGHT (GROUND) \ o , oH� TfG=258.50' 257 op l FIXED PIPE BOLLARD ISSUED ERRE REPLACED THIS v, l o f_-----=� _ - TAPER CURB- L -------I Z '� II a_ CURB INLET DAT -_ w 1.19% _ M @ 1.90% AI OIC- t __...__._ - THIS SET &SHOULD NOT 0'80% - -' I o DO NOT EXCEED 2.00% -_ _ - - - 5 ' / 2 _ BUILDING SETBACK LINE r--T/P=258.20' \ 1 4 T/C=258.70' `�' I -1 -PROPERTY L[NE BE USED FOR ' / D .I T/P=258.51' (MAX.) CROSS -SLOPE .(IN . \ - _ - ryh �/ o ( T/C-258.90' a T P-258.18' �. __ CON}STRUCTI vil1\6v ' - - - 2 w - - EASEMENT LINE /�, / -_2$$` f - ALL DIRECTIONS IN TJC=258.62' I % '� ! >�•��aa C; �� chi T/C=259.62' / I' PEDESTRIAN CROSS -WALK \ - U. PUBLIC UTILITY EASEMENT fi®l� --- z I k� I ? 2 T/P=258.99' T P-258:40' TfP=258.25' [T/P=258.09 � L ... / - / - I T/C=258.62' IT/P=258.11 ar ar ' ,•'••• \ o o 2.52% _ W '' •.• l T/P=258.11 T/C-258.50' T/C-258.50' * • IP o \ b\ e = L X56 z .d L P. --- - -,- -: - - _ \ T/C=258.46 C TfC 258 44' . . \ _ �' J B.. M... L.P. i/C=258.44 L.F. T%C-258.44'fC=258.58' - _P� - 5 T f 58.90' _Q773256 .. ... + 88 83 T= 258:93'_ T C=258.5 T C=258.53 �_ T/C=258.52' ^ - T C=258.8 I I 1 / T/C=258.66' / C=258.52' / T C=258.53' .i �+:. G.M. / �► ..,,►�' t �p'.•( ;, _ T/P-259.70' f .. .� ,... P i 0 50% sd '` 0.50% \ ' 0.50% --5 �`+ -� �` -0.30% �► _..... 0.30% 0.30% _ L.P. ` 0.30 0.50% .. M.H. �--,, - ¢ /' - �► --•- -• T P=258.83' T/P=258.83' O , t``taa�oe F.H. 259 �- _ - / _ _ M.H. -k- tti 1 i I 1100% JAI T/P=2 8.4 ' I ' I - _ I 1 I { ( I I W ALK 10.50.50%d150ia_ 050 10.50%1.7% I6 WA�K I 1 I ( 6WALK I 0= / P,P�)-- 259- P.P. _ .....-¢..�° _ % _ S �i-2�2�'� 258 T T.P. l� T.P "� �.. �-. -- T/P=258.83' .► '� ' \� F.H. __ X58 0 5/8" IR ;'� MATCH SIDEWALK _ 4 WIDE CONCRETE _� _ T P=258.so'-- _....�-= - J=258.65' J - - - - -` _ --1 - -' 257 5/8„ I.R.\ _ TO EXISTING PAVEMENT 258 PILOT CHANNEL (TY - - _ _ - - T/P=258.62 T/P=258.62' - - - 256 - --- - - - �_RR�P- - J- ELEVATION & GRADE -257-- -1-5"0 1l C�} 0.50% SLOPE - - - - - - TJP258.7s' - _ - _ - - - ) - 1.75 WIDE CONCRETE 4' WIDE CONCRETE .FLUSH 25-�- - _ 1.75 WIDE CONCRETE `- DRAINAGE FLUME � 0.50 PILOT CHANNEL - 1.75 WIDE CONCRETE - __ 1.75 WIDE CONCRETE SLOPE w/ROCK RIP -RAP - - DRAINAGE FLUME ®0.50% - Sr / DRAINAGE FLUME 0 0.50%. _ _ - - - (TY II) @ 0.50% 25s--- _ : DRAINAGE FLUME Q 0.50% --- SLOPE w jROCK RIP -RAP -` EXTENDED TO SIDEWALK - SLOPE CALL BEFORE YOU DIG' SLOPE w/ROCK RIP -RAP _ SLOPE w/ROCK RIP -RAP - - - EXTENDED TO SIDEWALK _ - - - EXTENDED TO SIDEWALK EXTENDED TO SIDEWALK LEAVE -OUT TEXAS ONE CALL SYSTEM ' -LEAVE-01JT LEAVE -OUT - -� 1=800-215-�15� 5 LEAVE -OUT - 5 WIDE CONCRETE (AT LEAST 72 HOURS PRIOR TO DIGGING) 5' WIDE CONCRETE SIDEWALK LEAVE -OUT - 5 WIDE CONCRETE pp, / v p ry W-MING!I: THE COVTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 2s g_ 5' WIDE CONCRETE GRADE TO DRAIN TO SIDEWALK LEAVE -OUT - AFS V E 0 t�OALi PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DASLAGES � SIDEWALK LEAVE -OUT TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SIDEWALK LEAVE -OUT - TXDOT R.O.W. DITCH GRADE TO DRAIN TO , TY GRADE TO DRAIN TO 258 Zs (120 RI TIJGRADE TO DRAIN TO TxDOT R.O.W. DITCH TxDOT R.O.W. DITCH TxDOT R.O.W. DITCH `` _��E g v.=258.16' \ n I ' GATEWAY PARK SUBDIVISION �, LOT 2, BUCK ONE r lAN (VOLUME 2541, PAGE 235) NOR'T'H 0 20 40 Li I 71 - '" SCALE: 1" = 20' -..�..�..®....` 257. `-`--s-....... " 1.19% ��►''T/C=257.1.4' _ 1 W Loo .� 2.52% ► ` „•--- C=256.86' `` t -mss .j MATCH NEW PAVEMENT Q - - - - - TO EXISTING PAVEMENT ELEVATION & GRADE CE FLUSH co S6 T/C-256.21' ` i T/C-256.84' P.P. t ..► 255 ..- �' � � ---- � -F`" �" _ LO _ X54,,._♦'-'�EXISTING CONCRETE o 4 DRIVEWAY APRON ,,j WOO 2_54 HARVEY ROAD EAST � S. H. No. 30 (120' RIGHT-OF-WAY) DRAINAGE wN a_ 0- �M EASEMENT 6' HIGH FENCE (SEE DETAILS BY OTHERS) VARIES N6' (MIN) 1 12" 3/4" CHAMFER 4-#4 BARS 1/ A PAVEMENT I 12" REINFORCEMENT 4-#4 BARS PAVEMENT or (SEE PAVING DETAILS REINFORCEMENT " • - BY OTHERS) (SEE PAVING DETAILS ' _: C , - ,''4 • �$ - BY OTHERS) X :}.( ° ¢: FIE° EXISTING /�� EXISTING EXPANSION JOINT w/DOWELING GRADE GRADE ; : • ,/ (SEE PAVING DETAILS a`= '.:• �g ��� EXPANSION JOINT w/DOWELING EXISTING a BY OTHERS) ���' (SEE PAVING DETAILS CONCRETE DRAINAGE %/% ° �!% � BY OTHERS) .. °,.. #4 BARS C� 16 O. C.E. W. STRUCTURE y r d ® X Z i\��i #4 BARS CSA 1.6" O:C.E.W. #4 BARS ®`F �• 1.2" D.C.E.W. ° ° #4 BARS -0 Lv 12" O.C.E.W. ° <°. 12„ RETAINING WALL SECTION (TY 1 ) /0"i"N RETAINING WALL SECTION t 71 N.T.S.. N.T.S. EVIE ED co LIANCE I NOV 4 2010 I! OLL O ' SAfl0N EN I EERINO I I'. I i CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLC* c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS77845 OFF: (979) 575-4545 .FAX.: .(97:9) .823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400GPlA I SCALE: 1"=20' SUBMITTED DATE: AUGUST 25, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENTNO. PROJECT NO. 237 - 0400 r SHEET OF 12 < 101- W X I- p v7 ui_ 0 0 Q 0 U) � 'r Z i- Q w Z 0 0 w W 0 Ld '> CD 0 W ¢ Z_ =5�- J t N O 0 m 0 i CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLC* c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS77845 OFF: (979) 575-4545 .FAX.: .(97:9) .823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400GPlA I SCALE: 1"=20' SUBMITTED DATE: AUGUST 25, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENTNO. PROJECT NO. 237 - 0400 r SHEET OF 12 4'x7' BOX CULVERT `5�0MARKED IN CONCRETE 4'xx 7' BOX CULVERT N 31°40'16" W A z_ -7BOX wpp-r 7 r v ml -AST HARVEY ROAD E_ 222 L.F. OF 2-4" PVC CONDUIT (GREY) LOT I D BLOCK ONE f PULL 4ZTPIMr_% FOR SECONDARY1 REFRTI EET C000,1& C0.2 FOR F (VOLUME 2541, PAGE 235) ELECTRIC SERVICE (36" MIN. COVER) UTILITY I AN D MISCELLANEOUS I Li . 00 T R,0CT1Oh NOTES. MAINTAIN 24- (MIN) HORZ. SEPARATION CON S w/ALL OTHER UTILITIES & PLACE IN. 7607 EASTMARKDR-, STE. 25OF <7794 Z N - or P1,AN Fr) POST OFFICE BOX 9253 < - I SEPARATE DITCHII ZZ/ m TO in C" IrVT r7 All r - 4.68 x "X" MARKED IN ry ::, NORTH 11 Im 1 0 N 43*58'07" E 200.99' CONCRETE 0 N 42*33'11" E 260.00' 220 L.F. OF 8" PVC . MISCEL NEO s DETAILS. COLLEGE STATION, TEXAS 77842 0 20 40 EMALL•. eivil@rmengineer.com 4'x7' BOX CULVERT (C909, CLASS 200) FIRE X" MARKED IN 0 bi 335 L.F. OF 2-3" PVC WATER LINE (48" MIN. OFFICE - (979) 764-0704 CONCRETE ELECTRIC METER CONDUIT (GREY) w/PULL COVER) SCALE: 1" 2W 3. 11� CONTRACTOR SHALL BE FAX - (979) 764-0704 2000 AMP SERVICE uj ENSURE THAT ALL 4'x7' BOX CULVERT -OR --PHONE -& CABLE RESPONSIBLE �� T) TEXAS FIRM REGISTRATION No. F4 U—STRING �F 120/208 - 3 PHASE -SERVICE w/24" MIN. COVER: EXISTING IMPROVEMENTS (MANHOLE LIDS, SURVEYOR TRANSFORMER & i - 11 APPROXIMATE UTILITY AS DIRECTED BY UTILITY A VAULTS, TRAFFI BOXES, ETC—) ARE KERR SURVEYING, LLC SPRINGER'S FRONTAGE COMPANY PAD (FURNISHED: ADJUS ED SO AT THEY ARE FWSH 505 CHURCH STREET LOT 1 ENTRY POINTS ILLUSTRATED BY CoCS)' E 'I NEW SIDEWALKS AND COLLEGE STATION, TX 77841 WITH TH (VOLUME 4227, PAGE 274) REF. M.E.P. DRAWINGS A.1- F p OFF: (979) 268-3195 J.B. FOR EXACT LOCATION &. - I I J.B. AVEM, T. --------- : i __ FAX: (979) 691-8904 U VE TH J.B. T.B.M. SQUARE CHISELED IN CURB INLET SPECIFICATIONS A.I.=fi—GAS— GAS PROPOSED 24"0 STORM —GAS— —GAS— LOCATED DN Trill--- OUTH SIDE OF HARVEY ROAD SEWER SEE SHEET C1.2 - - —UES - - - - - - - EL -UE-3--AX A/ -C -FOAD"S - - - UE - - - - UE - - - - UE - - - - UE - - - - UE- - - UE - - - - UE UE - - —UE— EII (SH No. 30). � CURB INLET LOCATED IN THE �Z3 A.L. A.L.W 1FBTW —rw I- APPROXI \TE MIDDLE OFSUI3JECT TRACT. -70 PRIVATE ACCESS 268.10 -NAD 83) A.L. -J4 A.L. M, (ELI E_ O EASEMENT & PUE (1122/813) L.P. 4Wi I/ I CV L 200 L.F. OF 4" PVC (SCH 40) WATER SERVICE (24t` MIN. COVER): -4 DETAIL #_1 -IN-N Se SUITES Qft -BAY" AONT 292 L. F. OF 2" A.I. POLYETHYLEN T� 00 F.F.=259.00' . ',', . �'11'1 — I E I TRANS. C: P PIPE MINS SERVIIPAD BUILDING FOOTPRINT = 11,857 SQ.FT. (36COVER) 0 n LdLn i0i PRIVATE FIRE & DOMESTIC LINE EXTENSION' GROSS AREA = 35,250 SQ.FT. 14 N Oft SURT19.3 TWO-WAY _j 1-8 "x 8" (MJ) TEE IFC CONSTRUCTION TYPE VB STANDARD 4t, 0 m � z N: 8" -FIRE 8 0 If, 60" 0 CLEANOUT 2-8- (MJ) GATE VALVES & BOXES n ::) -,., 0 SC 'T(24 VER) t, * C F/L=2 V1 0< ISO. 54.90' �Ts PROPOSED 10' 1-8"x 4" (MJ) TEE 110 1-8" (MJ) ISOLATION VALVE w/AMPRO P.U.E. SN 5E M, z� 1 (0 < g 71 A.L.-L PLACE ISO. VALVE &----, LOCKING LID (LL562) <\ A. L. A. L. 1 1m) EL 01 1 1 C14 EDGE OFEASEMENT Aa. R tcl\), AL� uj 2 DOMESTIC METER 10' WA 0 ( �� "I [ 00 1-4" (MJ) GATE VALVE & BOX C14 0 WA <1 N' IRRIGATION METER Co Ld > 0N. - F.D.C. 0 F-1 F.H. PLACE METERS AT EDGE OF P.U.E. - ASY 00 PUBLIC WATER LINE EXTENSION CANOPY 100 L.F. OF 6" PVC __k! FAR AS PRACTICAL 1-8"x 6" (MJ) TEE. (SDR -26, D3034) 6" 1-8" (MJ) GATE VALVE & BOX i(CLEARANCE=14'0")l SEWER @ 2.00% SLOPE 2 SAN. SEWER 1-6- (MJ) GATE VALVE & BOX (24" MIN COVER), FREE-STANDING 2 FDC w/58 L.F. OF 2 1/2" MANHOLE TO 1 -STANDARD FIRE HYDRANT R=259.40' _j ASSEMBLY 6" DEEP SERVICE � CPVC (D1784) FILL LINE FA(NW)=249.80 CONNECTION 11 FROM BUILQINQ TQ DC F/L(W)=254.85' DETAIL #2 F/L=252.90' L.P. SAN. SEWER I / / I uj -P4(E4=-24 9___Z;L' MANHOLE If I TION OF PROPOSED 6' R=256.41' z APPROXIMATE LOCA 8" PUBLIC SANITARY PROPOSED 6' L.P. P.A.E. SEWER LINE L.P. P.A.E. F/L-247.80' =T M.H.el b /E F.H. <L.P. ss L.. sss loco�v 9 I .-I — 8 "r - -----UE--- - - - - UE ---J 15' PUE 81.ss _Lr in M.H. _.— — — i 1 6'1 WALK— AII K I I *t I I 6' WALK I I 1 1 1 1 1 1 1 1 1 1 1 1 11 1 116 WALK 1 1 — - I i I I I [GHEL F. I I I I I it — — — — H. — -OH --GHE— --GHE- 1�232&A, UT ----SV9 int JHL �UTI — — — — T OAS UT —GAS --GAS LET— T UT UT 8 =GA 9 ,q --GHE= — - __ I __ — __g 0 131� --OH — ff — — _T — S= 4212 TP I.R AS7=--�T T_ — GA GAS — POWER POLE w/30' 20' OF RIGID IMC CONDUIT /K A A A A A XE A —_------ (1122/813) APPROXIMATE LIJUAHUN V) -- GAS METER (BY ATMOS) OF TELEPHONE LINE FOR -SERVICE 15"0 RCP w (REF. MEP PLANS FOR. W - - W w w W w w w w IN W wl w IN w — w — w w W W W W W APPROXIMATE LOCATION OF 4" ATMOS GAS LINE -J APPROXIMATE LOCATION OF 12" PUBLIC WATER LINE HARVEY ROAD EAST S.H. N®. 30 (120' RIGHT-OF-WAY) T.B.M. Ll *_ELEV. =258.1 61 GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) VARIABLE WIDTH SHARED r- ACCESS & PARKING EASEMENT (VOL. 2541, P.G. 2_35) sus PLAN NORT11 0 20 40 SCALE: I" = 20' 81= w —_ w W) w w w w w W W P.P. EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST " S.H. No. 30 (120' RIGHT-OF-WAY) %ulr-] 356 354 352 NON,-! 350 328 112 L.F. OF 2 rmLl_)SURL OC Lvmu UMIIAJ POLYETHYLENE PIPE GAS SERVICE(BY BY ATMOS ENERGY) 293 L.F. OF 3-4" PVC CONDUIT (GREY) W/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48- MIN. COVER) MAINTAIN, 24." (MIN) HORZ. In SEPARATION w/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH 02 10' DETAIL #1 t4_ VERT. 11$=20 20' 30' 8" PVC (C909, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 01 10' 20' DETAIL #2 HORZ. 1"=1.0' VERT. 1"=2' L 360 MOT -1 356 354 352 350 328 V V-V _)Ilff s Ir(D Y> CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1=800=245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR To CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL Dl TO MISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. REVIEWED OR' COMPLIANCE NOV Z 4 2010 COLLEGE S i A rION!, ENGINEERING I 8 0 POWER POLE 0 LIGHT POLE PEAK WATER SHALL BE GUY WIRE ANCHOR !W GAS PIPELINE RISER Mwv WATER VALVE S%m WATER METER Qulcv X V Em CTRIC VALVE ELECTRIC 4)�v BALL VALVE al m ELECTRICAL TRANSFORMER (DGm GAS -METER OATH FACILITY. MANHOLE EXISTING GROUND @ CLEANOUT -§'T FIRE HYDRANT Wz? TELEPHONE PEDESTAL ❑ 2. AREA INLET < C/L OF WATER• 11-4AIL DAILY AREA LIGHT (GROUND) 0 PB X FIXED PIPE BOLLARD 0 I > BUILDING SETBACK LINE ETERMINATION. PROPERTY LINE EASEMENT LINE :a 0 M PUBLIC UTILITY EASEMENT W Lij EAIDEMAND AND IS AN ESTII�ATE I --F- -->—I � 5-< z C�3 L NOTES: Hit _j LLI 1. THE� 0 0 n X Lv _x—t " t SECOND AF __0 F- LL- W < v) 0 url- 00 Li > _-SU) SP CIFI -_IATIONS: AND, DESIGN. I-- Lu A Q, > _CQ < 2. THE: i ONTRACTOR < 7) 'SHALL BE RESPONSIBLE TO EXTEND ALL NE)VI CONDUIT, FR DM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). 13. THE CONTR,1CTOI` pr) SHALL BE INSTALL ALL ELECTRIC DEVICE P!DS AND/OR > W BOXES, EE C14 > AC,-ORDANCE WITH CSU SPECIFICATIONS 0 < < b x -T-W. - ap < wtflXU3 CONTACT < 0 J SHALL INSTALL PULL BOXES IN F- —F CE WITI-1 CSU SPECIFICATIONS AND DESIGN. PULL BOXES S \H BE W -00— BY CSU. nom.. 0o CC) - 00 �i < I- U) I- < v)4- C) v w z LOCATION OF 0 v 0- PROPOSED 00 _j 0 ELECTRIC _LIN t OD dI 6" PVC (C909, CLASS (n � >I '200) FIRE WATER LINE I- -(48" COVER) MIN. A 31.44 L.F. 07 T. ra to TRU-CTURA-E-1 MCKFILL— 6 0 __00 0-- + + ¢ =L p +b + -n En- C\I -11-0- -11- 04 eq 1- 04 J. > >i > 02 10' DETAIL #1 t4_ VERT. 11$=20 20' 30' 8" PVC (C909, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 01 10' 20' DETAIL #2 HORZ. 1"=1.0' VERT. 1"=2' L 360 MOT -1 356 354 352 350 328 V V-V _)Ilff s Ir(D Y> CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1=800=245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR To CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL Dl TO MISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. REVIEWED OR' COMPLIANCE NOV Z 4 2010 COLLEGE S i A rION!, ENGINEERING I 8 0 POWER POLE 0 LIGHT POLE PEAK WATER SHALL BE GUY WIRE ANCHOR !W GAS PIPELINE RISER Mwv WATER VALVE S%m WATER METER Qulcv DOUBLE CHECK VALVE V Em CTRIC VALVE ELECTRIC 4)�v BALL VALVE al m ELECTRICAL TRANSFORMER (DGm GAS -METER OATH FACILITY. MANHOLE ec-0. CLEANOUT -§'T FIRE HYDRANT NTP TELEPHONE PEDESTAL ❑ 2. AREA INLET < JUNCTION BOX 11-4AIL DAILY AREA LIGHT (GROUND) 0 PB FIXED PIPE BOLLARD 0 I CURB INLET BUILDING SETBACK LINE ETERMINATION. PROPERTY LINE EASEMENT LINE 1M.E. PUBLIC UTILITY EASEMENT PEAK AVG. (x4.0) (gpd) 3,096 12,384 (gpm) 29 115 TION (gpm) 45 45 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUE m FOm U K CONSTCTI® 11/24/10 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI . .. . ....... . . METG ,f .... ....... . 88 L 3 6 TYPICAL FIXED CENjTERED CLIENT INFORMATION PIPE. BOLLARD OF ,D. . CENTRAL TEXAS HARVEY INVESTMENTS, L TYPICAL FREE- c/o SANH TRINH STANDING F.D.C. .4405 REGAL OAKS DR w/2'x2' CONCRETE COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 PAD FAX: (979) 823-51.96 2 1/2" CPVC (D1784) EMAIL: samtrinhOverizon.net FILENAME: 0400UPl A SCALE: 1 "=20' FILL LINE FROM L.. . BUILDING TO FDC I SUBMITTED DATE: AUGUST 25, 2010 (ROUTE VARIES) DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A =PAGES:N/A RME CONSULTING ENGINEERS w Iw CLIENT NO. PROJECT NC ai2370400 TYPICAL FDC F LL LINE SCHEMATIC Clo N. T. S. SHEET OF 12 PEAK WATER SHALL BE JE RMINED BY THE BUILDING FIXTURE COUNT METHOD TORI THIS NEW RESTAURANT FACILITY. z 2. SANITARY SEWER AVERAGE < DAILY FLOW WAS DETERMINED By E,B/CS METHOD 2 - LAND USE ETERMINATION. IRRIGATION -DEMAND IS THE EAIDEMAND AND IS AN ESTII�ATE , AND SHOULD BE yERI IED BY THE IRRIGATOR. CoCS ILEC L NOTES: 1. THE� CONTRACTOR SHALL INSTALL THE PRIMARY AND L SECOND AF ( ELECTRICA i L CONDUIT PER COLLEGE STATION UTILITIES _-SU) SP CIFI -_IATIONS: AND, DESIGN. 2. THE: i ONTRACTOR 'SHALL BE RESPONSIBLE TO EXTEND ALL NE)VI CONDUIT, FR DM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). 13. THE CONTR,1CTOI` SHALL BE INSTALL ALL ELECTRIC DEVICE P!DS AND/OR FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, EE -C ... ) INT AC,-ORDANCE WITH CSU SPECIFICATIONS AND DE (N DATA 4. TNE CONTACT SHALL INSTALL PULL BOXES IN ACCORD CE WITI-1 CSU SPECIFICATIONS AND DESIGN. PULL BOXES S \H BE PIROVIDED BY CSU. 3 6 TYPICAL FIXED CENjTERED CLIENT INFORMATION PIPE. BOLLARD OF ,D. . CENTRAL TEXAS HARVEY INVESTMENTS, L TYPICAL FREE- c/o SANH TRINH STANDING F.D.C. .4405 REGAL OAKS DR w/2'x2' CONCRETE COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 PAD FAX: (979) 823-51.96 2 1/2" CPVC (D1784) EMAIL: samtrinhOverizon.net FILENAME: 0400UPl A SCALE: 1 "=20' FILL LINE FROM L.. . BUILDING TO FDC I SUBMITTED DATE: AUGUST 25, 2010 (ROUTE VARIES) DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A =PAGES:N/A RME CONSULTING ENGINEERS w Iw CLIENT NO. PROJECT NC ai2370400 TYPICAL FDC F LL LINE SCHEMATIC Clo N. T. S. SHEET OF 12 4'x7' BOX CULVERT --� ' X MARKED- IN NOW OR FORMERLY HARVEY ROAAD-n- ST LANDMARK ACQUISITIONS I, LTD. LOT 1 R, BLOCK c)NE (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 235) CALLED: 8.158 ACRES ZONED: e-2 CONCRETE 4'x7' BOX CULVERT N 31040'16" W =___==_ < z cv 4.fi8' 4'x7' BOX CULVERT "X" MARKED IN ry:. N 43"58'07"CONCRETE I - E - 200.99' � � N 42°33'11 E - 260.00' 4'xT BOX CULVERT "X" MARKED IN CONCRETE _ = - = = _ - In o u)bi - Q $OX CULVERT w _ _ NOW OR FORMERLY DREWDAWN,1:, StMM0HKUGE (VOLUME 4120'i, JAGE 274) " I (VOf8MZED;22�Q8PACLRE274) SPRINGER'S FRONTA I LOT 1 aii I i (VOLUME 4227, PAGE 274) ZONED: C-1 f O CV, / i f++.# f++ ... i+ i f+#+ i i+ V + + + # 4 Y } { ; i + + + t f + + +"+ + # i + + # # + +"....... +++"+ + # + + + i" + "+ # + + + + + #"+ + f + +"#"i"+"f"+ #"+ +#+#t+++ +##+{+(+�++i++,+y+.++�y+++++/"�,+•}++t+++++i+++++�t %%+. +d. //v� ++#++'+'++ ++++:EAS'E1ti4'1';Bc+PiJE+(112L%+s+a+j�+ {"f +i"{f+; +*{ Vi i + t + + 4 + + 4 i t + + ; ; + # + + ++++ i +"# ++ +# ++++++++" M + i +++*+ + + ++ +i++ + + ++ +""+++++ t" y"+ . +"+"+ ++++ i + ++++ +++ #+++ + #++ + i+ i +++++++ y + # + + + + 4 + +++ + #++++ # + # ((� i"+++++++"+"+"++i++++"+"i + i"++y++"+"+"+"++L++++++ + + + +"+"+ #"+++++ + + +"++ #++"+"i" ##+ L / . + + + + + + + i + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + . + + + + + + + + + i + + i+i + . + + i + + + i ; + + i + +++ + +++t+ ++++ ++ +++++ ++ i+:i+ ++++++++"++++y +++ + + + + + + + + + + + + + . + + + + + . + + ++ + + + +++ + + + t +++ + ++ + + + i+ ++++++ + + + + + + + +++ +++ "i"t"+"i " +"++i++"+"+ ++++++1"+"k"+ +++"+"+"+ +++"t"+" y+ i .i+'i+++ ...... t + ++ +`+y+ + + +aias*+}+µ;-4"-4+''+-++ +."+ice-+s"-i"}"++{ti+i a-4+ i + + + + + + .. + + + + ; + + + + t + 4--+4444+- .............. + + + +++i+++i + +++++ +++++++++ t t .... + + + + +++++ ++++++++++1+1++"++a+a+a++ + + + +a++++++++y++ a + + i + + + + + a + + + y + + a a + + + a - + a + a + r a + + a + a ++�yi yy +i --a-++ +++ + ++�++ ; ++i ++ a +++++++ + +++++ + + +++ +++++++ +++t+ +++ ++++ + ++"+++ + ++ + .+ 4 + 1i+"+"+"+"+++y++"+"++++ "#+"" ++++;+ ;+++ + + i + i + •+++++"+"+ + t ++tai++a+ + ++++ + + a++; +++ + +++++ + .%% ++i"+ + . + + +++% APPROXIMATE LOCATION. OF L.P. 8" PUBLIC SANITARY SEWER LINE 1 -BAY FRON T LOADING DUMPSTER PL)VN PAD w/8' HIGH SCREENING WALL NORTH (MATCH FACADE' OF BUILDING) & _ 0 20 40 2-6' PANEL STEEL GATES - SEE CIVIL SITE NOTE #11 SCALE: 1" = 20' m�� ■_ f� ��L®g ►► 7nnirmmIle . Q E EXPOSED FACADE=221.42' • 7FfLARTERBED :4-SEAGREEN JUNIPER PLANTER BED - - • I O.C. ii-TEXAS 1 GREENCLOUD" • O.C. e GALLON) I O.C. 19-BURFORD HOLLY (5 GALLON) @ 3' O.C. L.P. n - SEE PLAN NOTE #1 PROPOSED 6' P.A.E. - PLANTER BED 2 -TEXAS SAGE "GREENCLOUD" (5 GALLON) @ 4' O.C. A.L. �G • ♦ ♦ I I IL �N 10' I WALK I. I I I 0000,�ao 3 -WATER OAKS 6'x6' TREE WELL; :y SPACING PLANTERBM j SAGE • • @ I O.G. • • 11 W �I Up, • ,R) S(>2" CALIFIIN 1�CIF '1 �. • gs: -EE WELL 24' SPACING � ' ya 6 -TEXAS SAGE "GREENCLOUD" `�,I-I LF (5 GALLON) @ V O.C. of Q __ 0 (3 GALLON) @ 3' O.C. I / / PROPOSED 10' j P.U.E. / i / F.D.C. Ili i W. l tul � Ili J � e / J 1�CIF PLANTER BED S-SEAGREEN JUNIPER 1 (5 GALLON) @ 4' O.C. 6 -TEXAS SAGE "GREENCLOUD" `�,I-I LF (5 GALLON) @ V O.C. of Q 5 -COMPACT NANDINA WALK �- i (3 GALLON) @ 3- O.C. L.P. I PROPOSED 6' � - - P.A.E- -ill M. (3 GALLON) @ 3' O.C. I / / PROPOSED 10' j P.U.E. / i / F.D.C. Ili i W. l tul � Ili J � e / J HYDROMULCH SEED ALL OTHER DISTURBED AREAS / •� I'i�++ + + + + + + + + + + + + + +++ ++ +++ + + + +++ +�++ ++++++ as I y + + y+ + + + + + + + + -,� + + + + + + r + + + + + + ; + + + + ++; ; + +; +"+ ++;++" "+ M.H. " " " " + + a+"+ + + ++++ + +;i+} + " " " " ++++� +a+a+++ + + + + + + + + + + + + + + + ++ + + + + + + + + + II (+ + + + + + + ++ + + + + � I i i ELEGj�IC� . TWO TRANSFORMER PAD., J H An w `�,I-I LF II of Q 6 WALK �- i I -4�Ll I � - 6' W i � �� I ! I � �t.✓� �iI � I ( I lei, ( . II _ J,�,+._"�+�' ." oN ��� - - O H E - - - -0H - - - O H E - - - - - - UT 3 zw� ii -. IE OHS -L �T - GAS - T U •- IIT - - ` L/J♦ l M > f r�l 3 T P Z/8„ I R - ur - _ - UT I I / /o 20' P.U.E. - JZ N PLANTER BED m O w CJ U (1122/813} I °- 24-BURFORD HOLLY � dmN W N ZO I ~� i > OF TELEPHONE LINE / QO _jN W J p � - H > III.++ -- w -- w- +'+ i +++ + w -- w -- w + + ++++ +++++++++ + +++++ + + + i+++++ 29-BURFORD HOLLY HYDROMULCH SEED ALL OTHER DISTURBED AREAS / •� I'i�++ + + + + + + + + + + + + + +++ ++ +++ + + + +++ +�++ ++++++ as I y + + y+ + + + + + + + + -,� + + + + + + r + + + + + + ; + + + + ++; ; + +; +"+ ++;++" "+ M.H. " " " " + + a+"+ + + ++++ + +;i+} + " " " " ++++� +a+a+++ + + + + + + + + + + + + + + + ++ + + + + + + + + + II (+ + + + + + + ++ + + + + � I � �WA& i 16 WA �K i I21!�I_ I `�,I-I LF I 6 WALK �- i I =`= �_ I I - 6' W i � �� I ! I � �t.✓� �iI � I ( I lei, ( . II _ J,�,+._"�+�' ." - - O H E - - - -0H - - - O H E - - - - - - UT - - - - GA T - UT � - ii -. IE OHS -L �T - GAS - T U •- IIT - - ` - - HE _ - _ UTHE- ___UT -- SVJ- g+iJ --UT- -� -0 -0HE- 4 - - - - - O F - - - 0 H E - - - 0 H E - - - - - f 7H E H UT - - U T - UT �- �= GA 6A5 - AS - T P Z/8„ I R - ur - _ - UT I 20' P.U.E. - - PLANTER BED - - - - - - - (1122/813} APPROXIMATE LOCATION -- x 24-BURFORD HOLLY PLANTER BED TRI 15"0 RCP - OF TELEPHONE LINE PLANTER BED � 5 GALLON @ 3' O.C. t ) 19-BURFORD HOLLY -- w -- w- PLANTER BED w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w -- w- 29-BURFORD HOLLY w -- w -- w -- -- w -- w w I - - -SEE PLAN NOTE #1 (5 GALLON) @ 3' O.C. - - w 27-BURFORD HOLLY --- (5 GALLON) @ 3DIFO.C. (5 GALLON) 0 3' O.C.. APPROXIMATE LOCATION OF - SEE PLAN NOTE #1 PLANTER "'BED CALL BEFORE YOU DIG -SEE PLAN NOTE #1 4" ATMOS GAS LINE 6-SEAGREEN JUNIPER TEXAS ONE CALL SYSTEM (5 GALLON) @ 4' O.C. 1-800-215-4545 APPROXIMATE LOCATION OF HARVEY ROAD S. H. EAST fV $ H N o 30 10 -TEXAS SAGE GREENCLOUD " PRIOR To DIGGING) HAT LEAST TO IS A ISARNINGI': THE CONTRACTOR IS TO LOCATE ANY AND ALL LTILITIES 12" PUBLIC WATER LINE • (120 RIGHT-OF-WAY) (5 GALLON) @ 4' O.C. PRIOR TO CONSTRUCTION AND 1S SOLELY RESPONSIBLE FOR ALL DA AGES TO EXISTING UTILITIES DDE TO ANY CONSTRUCTION ACTIVITY. 9 -COMPACT NANDINA (3 GALLON) @ 3' O.C. NEL LANDSCAPING REQUIREMENTS & SCHEDULE LANDSCAPING NOTES: LANDSCAPING NOTES cont'd: IRRIGATION NOTES: 1/2" SITE AREA METHOD: FRONTAGE TREES: @ 24" O.C. SITE AREA=2.06 acres S.H. 30. f N FREEWAY � 25 SPC. SPC- 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS D IMMEDIATELY FOLLOWING 13. ALL SAUCERS SHALL BE SOAKED- WITH WATER AND MULCHED 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED F OR ALL NEW 2.06 acres = 89,734 sqft. @ 60 pnts./1000 sqft.: 462 L.F. FRONTAGE/25 = 18.48 TREES (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED (89,734/1000 x 60) = 5,384 puts. REQUIRED = 19 TREES PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION PRIOR TO ISSUANCE OF CoCS CERTIFICATION OF OCCUPANCY. (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) PROVIDED = 22 TREES(CDCs) (16 CANOPY & 12 NON -CANOPY) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY DEVELOPMENT 14, PRUNING: THIN :BRANCHES AND -FOLIAGE .(NOT .ALL END TIPS) -BY 1/3, RETAINING NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE ADDITIONAL STREETSCAPE: SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394.. S.H. 30 -HARVEY ROAD EAST CANOPY REQUIREMENTS: 50% CANOPY TREES: 8,156 x 50% = 4,078 nts. ( ) P 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. BE INSTALLED AND TESTED UPON INSTALLATION 300 pnts./50 L.F. of frontage: P / 9 QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN 3. ALL BACK FLOW DEVICES MUST (300 x 462/50) = 2,772 pats. REQUIRED = 4,078 pnts. AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO AS PER CITY ORDINANCE 2394. PROVIDED = 4,800 :pats.BACKFILLING. ANYPLAFIELDADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO TOTAL LANDSCAPE POINTS REQUIRED = 8,156 pnts. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE TOTAL LANDSCAPE POINTS PROVIDED = 8,156 pnts. 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB BUILDING MASS REQUIREMENTS: 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGESDUE TO OR SIDEWALK WHERE APPLICABLE. REQUIRED = 15% FACADE FACING R.O.W. (221' x 15%) = 33.2' OF LANDSCAPING LOOSE )• OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND LANDSCAPE OPERATIONS. 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 12 REQUIRED = +32' OF LANDSCAPING ALONG FACADE FACING R.O.W. DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING OWNER FOR AND APPROVAL. THE .IRRIGATION PLAN SHALL .DEMONSTRATE Vti _ REQUIRED = 1 CANOPY TREE FOR EVERY 6' OF REQUIRED LANDSCAPING ALONG FACADE FACING R.O.W. PROPERTY DISTURBED DURING CONSTRUCTION. ALL PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS .REVIEW THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE REQUIRED = 1 TREE/6' x 32' = 5.5 CANOPY TREES 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING REQUIRED = 6 CANOPY TREES WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. POUND LIME PER. CUBIC YARD. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. PROVIDED = 6 CANOPY TREES 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. SYMBOL NO. OF PLANTS 'SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH - 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT ' 25 MIN. SPACING 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO 2.1" - 3f4" QUERCUS WATER CANOPY 40 GALLON 3,154 ADJACENT SOIL. AROUND EXISTING TREES. TO REMAIN, TYPICAL.- PROPERLY IRRIGATE THE LANDSCAPING AND GRASS- AREAS LOCATED IN THE FRONT 0 21 CALIPER NIGRA OAK TREE YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. (150 PLATS.} 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). ULMUS 25' MIN. SPACING NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL :MUTL[=STEM PLANTS MUST _BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND .BE THE 6' METAL "T" POSTS 2.1" - 3.4" PARVIFOLIA LACEBARK ELM CANOPY 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. (MINIMUM OF 3) CALIPER SEMPERVIROUS TREE (150 PLATS.) 8. ALL SINGLE TRUNK. TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO TREE PLANTING NOTES; PINE BARK MULCH > 1`25" LAGERSTROEMI CREPE NON -CANOPY 15 GALLON BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM 2" THICK (MIN.) 39 CALIPER (SINGLE -CANE) ( ) INDICA MYRTLE TREE (40 PLATS.) 1,560 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 1. STAKE ABOVE FIRST BRANCHES OR AS MULCH, AND 13=13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. NECESSARY TO PREVENT SLIPPING OF RUBBER LEUCOPHYLUM GREENCLOUD 4' SPACING 23. THE LANDSCAPE :CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND HOSES. Co 48 5 GALLON FRUTESCENS TEXAS SHRUB (18 HEIGHT) 480 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED ORDINANCES REGARDING LANDSCAPING. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN "GREENCLOUD" GREENCLOUD SAGE 1O PLATS. ( ) WITH EITHER BERMUDA (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR - BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO ESTABLISH A HEALTHY 24. IT IS THE RESPONSIBILITY OF THE LANDS -CAPE. CONTRACTOR TO E WITH THE FINISHED GRADE. JUNIPERUS SEAGREEN SHRUB 4 SPACING (18 HEIGHT) 260 MARCH 14. STAND OF GRASS ON ALL SEEDED AREAS. NEW TOPSOIL 26 5 GALLON CHINENSIS JUNIPER (10 PNTS.) 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE w/FERTILIZER $" DEEP (MIN.) IR NANDA 3' SPACING SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK 'FABRIC MESH UNDER THE MULCH TO PREVENT WEED I 27 3 GALLON DOMEIR A COMPACT SHRUB (18" HEIGHT) 270 ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. ,� " COMPACTA NANDINA (10 PLATS.} JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A 26:.. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. TF ILEX 3' O.C. MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (I) THIRTY (30) DAYS 5 GALLON CORNUTA BURFORD SHRUB (18" HEIGHT ) 1,190 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE 1.19 IiRFCIRnI-NAN HOLLY (10 PLATS.) ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. i ! I 0 POWER POLE LIGHT POLE -ij or GUY WIRE ANCHOR'-■ �- GAS PIPELINE RISER F m WATER VALVE 7607 EASTMARIK DR.,:STE. 25OF <77f 40,- ®wm WATER METER POST OFFICE BOX 9253 ODICv DOUBLE CHECK VALVE COLLEGE STATION, TEXAS 77842 m Ev ELECTRIC VALVE EMAIL. civil(Jrmengineer.com o v BALL VALVE OFFICE = (979) 764-0704 ®E ELECTRICAL TRANSFORMER FAX - (979) 764-0704 @Go GAS METER TEXAS FIRM REGISTRATION No. F-469' 1H MANHOLE SURVEYOR 007 CLEANOUT KERR SURVEYING, LLC �'� FIRE HYDRANT 505 CHURCH STREET COLLEGE STATION, TX 77841 CDT' TELEPHONE PEDESTAL AREA INLET OFF: (979) 268-3195 JUNCTION BOX FAX: (979) 691-8904 11-4qL AREA LIGHT (GROUND) 0 PjB FIXED PIPE BOLLARD H o I CURB INLET BUILDING SETBACK LINE ---- PROPERTY LINE - -- - EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT SOLID SOD AREAS II! Ilj z (TIF 41.9 :BERMUDA) COMMON BERMUDA SEEDED AREAS I I PILAU NOTE: I, 1 SHRUBS PLANTED ALONG MARK DATE DESCRIPTION HARVEY ROAD (S.H. No. 30) WILL T�T� B� T LEAST 24" AT PLANTING �ND WILL BE AT LEAST 36" AT COMPLETE THE END OF ONE YEAR AND WILL TEATE A SOLID HEDGEROW. 'S SsunE, 0 Km CONSTRUCTION I 11241'1 0 I, I' =LL NOTES: MES SHAL BE HOT GALVANIZED# FRAME JIG. WELDED W x z u FROM 1 /4 X 1 0 ; 6' TR EE 3/4' x X" STELL ANGLE - GRATE NGLEGR Q D .. o� Z, 0 od - U)C Q U LILI _ e - Lij ' e , ANCHORS, Z �► I- or, < WELDED .: I .Y ' +.d • i ©y 0 0 � \ e U L1.. -JC ` (y ® cV D .� 0 rP P WPI I f..R A TF CCS N.T..S. GE GA VA IZED INCASED I 1"0 RUBBIER; HOSE'']] �C I� 1i// li CLIENT .INFORMATION i CENTRAL TEXAS HARVEY INVESTMENTS, t �i c/o SANH TRINH 4405 REGAL OAKS DR.. COLLEGE STATION,,TEXAS 77845 j OFF: (979) 575-4545 ! FAX: (979) 823-5196 ! EMAIL: samtrinh@verizon.net 3 x BALL DIAMETER FILENAME:040OLPlA I SCALE: 1"=20' � (5 MIN) SUBMITTED DATE: AUGUST 25, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A:M_ FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLI NT NO. PROJECT NO 0400 37 NOV�2 4 2010 Gici q i LN TIN a" r`i ,_ SERVI ES N!T.s.�gb_ {0 -tggL SHEET 9 OF 12 P Lf I n t 4'x7' BOX CULVERT ---^'X MARKED IN T 4' CONCRETE 4x7' BOX CULVERT KI 31'40'16" W -H-ARVEY R07A-D-E-A!FzT- NOW OR FORMERLY LANDMARK ACQUISITIONS 1, LTD. LOT 1R, BLOCK ONE (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 2-35) CALLED: 8.158 ACRES ZONED: C-2 4.68" 4'x7' BOX CULVERT < X" MARKED IN rr N 43"58'07" E 200.99CONCRETE z N 42*3311". E - 260.00" 4'x7' E30X CULVERT "X" MARKED IN CONCRETE Ld O bi U) 4x7 Ony CULVERT w L NOW OR FORMERLY DREWDAWN -j IT ==IFF SRNFffRFq!�5SMOWQGE (VOLUME 412-10T, JAGE 274) (VOQOMLE�22a98PAGRE�74) SPRINGER'S FRONTA LOT 1 (VOLUME 4227, PAGE 274), ZONED: C-1 C� Cv .............. .%++*+++% ...... + + ...................... +++'+*+.-+++ + ted. ori .................. + .+++++++�+.++*+EASEMEV14�&+.PUE+ + + �++++++++'+'.++ + + + + + +++++ + +++ + + + + ++++. J0 + +.+'+.%+++++'.+.++. + + +%%+.+.++++++++.+.+%#'+++++++++..+++%++++++ + +.%++.+...+++%%+++++ +++.+.+++.%%. + + + 4 . . . . . . . . . . . . + + + +++ . . . . . . 4 . . . . . . + + + 4 + + I . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . ++. . . . . . 1 -BAY FRONT LOADING DUMPSTERIriLdVIN PAD w/8' HIGH SCREENING WALL le/r NORTH (MATCH FACADE' OF BUILDING) & 0 20 40 2-6' PANEL STEEL GATES - SEE k j Ljjj CIVIL SITE NOTE #11 SCALE: 1" = 20' PROPOSED 24"0 STORM /-SEWER -SEE SHEET C1.3 - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -moi_-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ----- X. I - - - - - - - - - - - - - - - EC 4 Fo .. --- ------------------ L - - - - - - - - &OTB. J.B. TRA FORMER -- -- i GAS- GAS GAS -GAS PAD_, -UE-3 -A - - - IJEW -A/C--FJIADS - - - UE-- -UE- -UE - - - - LIE- -�- -;�UE- - - -UE- -UE -UE- - - -IE- - - -UE- J A.L. A.L.L ,.,,A. L. FA -1. /Ci . ..... "i:�Fmfl 111".M.'',- ter=1A I-- -1-w1A I-, CIO ie, .I!Ii ..... .Illy ..... 1 I.91 , m-, E.M. 4!'W !1 mo EXPOSED FACADE=221.42' pq II L.P. Z uj PBED Ld PLANTER BED idilg 4-SEAGREENLANTER JUNIPER z -.'t PLANTER BED 7 -TEXAS SAGE (5 GALLON) @ 4' O.C. d All < GREENCLOUD"_al > "GREENCLOUD" nl\C. a 11 TEXAS SAGE 6 -TEXAS SAGE "GREENCLOUD" A.I. 11 e%L IN A) n f% (5 GALLON) @ 4' O.C.O.0 (5 GALLON) @ 4' O.C. its I him m 19-BURFORD HOLLY APPROXIMATE LOCATION OF (5 GALLON) 0 3' O.C. L.P. 8" PUBLIC SANITARY L.P. SEWER LINE PROPOSED 6' P.A.E. II 8 - 04,' NIP .i -NAND11RA ri ) ) 0 3' 0. C. PLANTER BED 2 -TEXAS SAGE :"GREENCLOUD" 0. ,(5 GALLON) 0 4 3 -WATER OAKS (>2- CALIPER) IN 6'x6' TREE WELL 0 15' SPACING 8-SEAGREEN JUNIPER (5 GALLON) @ 4' O.C. 6 -TEXAS SAGE "GREENCLOUD" L.P. (5 GALLON) @ 4' O.C. 5 -COMPACT NANDINA k'I (3 GALLON) @ 3' O.C. :1' (5 GALLON) @ 11�11Z +i . . . . . . . . . . . . . . . * ' ' . . . . . . . . . . � . . � + ++ . . . . i+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 + + 4 1 4 . . . . . . . . . . . . . . . . . . . 4 4 4 4 4 . . . 4 4 4 4 4 . . . . . . . . . . 'i'+'+ .+'+'+. . 6'x6' TREE WELL --4aHE- LIT • -GAkIff-- GAS + + +i+ . . . . + . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . + + + ++ i . . . . * + + + + + . . . . . . + + + . . . . . 4 4 . . . . . . . . . . . . . . 4 4 OAS r"T'[Dr?QY1KAATP G7�s "Z79 23tnW7=-P L462=t3 r =.. 4 4 + 4 . . . 4 . +++. . . . . + . + 4 4 4 + 4 4 +++++++++ . . . . . 4 4 4 4 4 4 1 � � . 4 4 4 4 � 4 . . �% ....... . . . . . . . . . . 4'++4+++4+4.%1+1++++i++ +.++. . . . . . . . . . . . . . . . . . . . 20' P.U.E.1ir= GAS PIPELINE RISER . . . . . . . . . . . . . . . . . . . . . . . i+ . . . . . . . . . . . . . . . . . . . . . . . . + *i .%%%..%%+.%+'%+ WATER VALVE + 4 + . . . . . . 4 WATER METER + + + + + + + + 4 11+14 + + + + % . . . . . . . + . . . . . . .. . . . + + + + .. . . . . . . . . . . . . . . . . . . . . Ioc Ev . 4 4 . . . . . . . . . . . . . . . . . .. .. . . . . . . .. . . . .. .. .. .. . . . .. . . . . �.+. .+++i+1* . . . . . . . . . 4 4 + + . . . . . . . + + + .. . + i + + + + + + + + . . . . . . . . . . . . . .� 4 . . . . . . . . . . . . . . . � + . . . . . . . . . . . . . . . . . . . . . . . . *1a1+}+1+1+1+1111 . . . . . . . . 4 4 4 4 4 4... 4 4 4 4 4 4 1 4 � 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 . . .. . . . . . . . . . . . . . . . . . . . . . BVI BALL VALVE . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . + + + . . . . . . . ELECTRICAL TRANSFORMER GAS METER . . . . . . . . . . . . . . . . . . . ++ . . . . . . . . . . . ... + 4 4 1 -BAY FRONT LOADING DUMPSTERIriLdVIN PAD w/8' HIGH SCREENING WALL le/r NORTH (MATCH FACADE' OF BUILDING) & 0 20 40 2-6' PANEL STEEL GATES - SEE k j Ljjj CIVIL SITE NOTE #11 SCALE: 1" = 20' PROPOSED 24"0 STORM /-SEWER -SEE SHEET C1.3 - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -moi_-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ----- X. I - - - - - - - - - - - - - - - EC 4 Fo .. --- ------------------ L - - - - - - - - &OTB. J.B. TRA FORMER -- -- i GAS- GAS GAS -GAS PAD_, -UE-3 -A - - - IJEW -A/C--FJIADS - - - UE-- -UE- -UE - - - - LIE- -�- -;�UE- - - -UE- -UE -UE- - - -IE- - - -UE- J A.L. A.L.L ,.,,A. L. FA -1. /Ci . ..... "i:�Fmfl 111".M.'',- ter=1A I-- -1-w1A I-, CIO ie, .I!Ii ..... .Illy ..... 1 I.91 , m-, E.M. 4!'W !1 mo EXPOSED FACADE=221.42' pq II L.P. Z uj PBED Ld PLANTER BED idilg 4-SEAGREENLANTER JUNIPER z -.'t PLANTER BED 7 -TEXAS SAGE (5 GALLON) @ 4' O.C. d All < GREENCLOUD"_al > "GREENCLOUD" nl\C. a 11 TEXAS SAGE 6 -TEXAS SAGE "GREENCLOUD" A.I. 11 e%L IN A) n f% (5 GALLON) @ 4' O.C.O.0 (5 GALLON) @ 4' O.C. its I him m 19-BURFORD HOLLY APPROXIMATE LOCATION OF (5 GALLON) 0 3' O.C. L.P. 8" PUBLIC SANITARY L.P. SEWER LINE PROPOSED 6' P.A.E. II 8 - 04,' NIP .i -NAND11RA ri ) ) 0 3' 0. C. PLANTER BED 2 -TEXAS SAGE :"GREENCLOUD" 0. ,(5 GALLON) 0 4 3 -WATER OAKS (>2- CALIPER) IN 6'x6' TREE WELL 0 15' SPACING 8-SEAGREEN JUNIPER (5 GALLON) @ 4' O.C. 6 -TEXAS SAGE "GREENCLOUD" L.P. (5 GALLON) @ 4' O.C. 5 -COMPACT NANDINA k'I (3 GALLON) @ 3' O.C. :1' %Tf%TA11 T.FATM • I CANOPY I I(CLEARANCE=14'0")I fb= - &MM - WA I tK UAKZ) (5 GALLON) @ 11�11Z m I 6'x6' TREE WELL --4aHE- LIT • -GAkIff-- GAS m - OAS r"T'[Dr?QY1KAATP G7�s "Z79 23tnW7=-P L462=t3 r =.. <" 20' P.U.E.1ir= GAS PIPELINE RISER WATER VALVE I 61"ATInKI %Tf%TA11 T.FATM • I CANOPY I I(CLEARANCE=14'0")I fb= - &MM - WA I tK UAKZ) (5 GALLON) (>2" CALIPER) IN 6 -TEXAS SAGE "GREENCLOUD" 6'x6' TREE WELL •C 0 24' SPACING G A.L. C. r =.. <" 8-SEAGREEN JUNIPER (5 GALLON) @ 4' O.C. 6 -TEXAS SAGE "GREENCLOUD" (5 GALLON) @ 4' O.C. 5 -COMPACT NANDINA (3 GALLON) @ 3' O.C. PROPOSED 6' P.A.E. -"!--UT z m 0 < PROPOSED 10, (e 00 a- c) P.U.E.II ly- M < Lq c4r) w 04 Z 0 N 0 w > F.D.C. fjt= 1.1 1 1 1 1 4 1 1 1 1 1 . . . . + 4 . . . . . . . . . .+ . .. . + + + + %.1. - + + + + . . . . . . . . . . . . . . +1+1+* . . + + + + + + + ++++++++++++ + + + + + HYDROMULCH Ii r SEED ALL OTHER DISTURBED It AREAS L.P. +.++++.+.+.+++++++ '+'+'+'+'+ . . . . . . . .. . . +i+ 4 + + . + + . . . . . . . . . . . + . 4 4%+ M.H. % + I + . . + . . + . . . . . . . . . . . . . . . . . . .%... . . . + +}111+11*1 4ass. . . . . . . . . . . . . . . . . . . . + + 4 ... . . . ... . . 4++ + + + + . � + ....+ . %% + + . + + j I . I . + + I + 1 4 1 1 + 1+++++f.1 + 4�% 4 1 4 4 4 + 4 4 4 + 4 4 4 44* 4 + 4 + 4 + + + +44+4++++FV %4++ 4 4 + 4+4 . � . + 4 . . . . . . . . . . . . . jqE- - - --OHE --OHE - --eHE - - - LIT LIT -- Z/8" I.R. nsultinm .9 ETihee 7607 EASTMARK DR., STE. 252A <T POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE 1 DESCRIPTION MZ27Vi (n PLANTER BED PLANTER BED < 1,5-0 RCPPLANTER- F TELEPHONE LINE PLANTER BED a 24-BURFORD HOLLY 19-BURFORD HOLLY IN -- w w W[- w w w -- w -- w w w w -- w -- w 29-BURFORD HOLLY - w w w w IN -- w w (5 GALLON) @ 3' O.C. w (5 GALLON) @ 3' O.C. PLANTIFIR BED (5 GALLON) @ 3' O.C. 27-BURFORD HOLLY (5 GALLON) @ 3' O.C. APPROXIMATE LOCATION OF PLANTER BED CALL BEFORE YOU DIG X Z 4" ATMOS GAS LINE J 6-SEAGREEN -JUNIPER TEXAS ONE CALL SYSTEM 0 < (5 GALLON) 0 4' O.C. 1-800-245-4545 0 U5 wx APPROXIMATE LOCATION OF 10 -TEXAS SAGE "GREENCLOUD" (AT LEAST 72 HOURS PRIOR TO DIGGING) z < 5; F- 12" PUBLIC WATER LINE HARVEY ROAD EAST S.H. No. 30 WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES< D w 0 ch >: (5 GALLON) @ 4' O.C. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAZAGES V) 0 z Z) F- (120' RIGHT-OF-WAY) TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. U) z 9 -COMPACT NANDINA w :3 (3 GALLON) @ 3' O.C. 0 F- 0 qd* U) 0 Lij UJI F- < V) Lu < w 0 LANDSCAPING REQUIREMENTS & SCHEDULE LANDSCAPING NOTES: LANDSCAPING NOTES cont"Id: IRRIGATION NOTES: z > SITE AREA METHOD: FRONTAGE TREES:(if zwu) 0 w M 13, ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW 0 SITE AREA=2.06 acres S.H. 30. SO FREEWAY @ 25' SPC: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS LL - 2.06 acres = 89,734 sqft. @ 60 pnts./1000 sqft.: 462 L.F. FRONTAGE/25 = 18.48 TREES (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. W uj 0 REQUIRED 19 TREES �> (89,734/1000 x 60) = 5,384 pnts. PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION jy_ PROVIDED 22 TREES (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING 0 (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM (16 CANOPY & 12 NON CANOPY) CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT z 0 Tt- (n ADDITIONAL STREETSCAPE: SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE T- -j I Lu 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. TREE PLA TING kTLS: < S.H. 30 - HARVEY ROAD EAST CANOPY REQUIREMENTS: GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. (D C-4 50% CANOPY TREES: (8,156 x 507.) = 4,078 pntS. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF Lli 300 pnts./50 L.F. of frontage: 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION 1. STAKI ABOVE FI HES OR AS 0 -j QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN 16- SCARIFIED PRIOR TO As PER CITY ORDINANCE 2394. 1 00 (300 x 462/50) 2,772 pnts. REQUIRED = 4,078 pnts' AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE NECESSAr Y TO I SUPPING OF RUBBER < TOTAL LANDSCAPE POINTS REQUIRED 8,156 pnts. PROVIDED = 4,800 pnts. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR To BACKFILLING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE HOSES. � m TOTAL LANDSCAPE POINTS PROVIDED 8,560 pnts. PLANTING. 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB 2. PLAN SO THAT TOP OF ROOT BALL IS EVEN 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO OR SIDEWALK WHERE APPLICABLE. WITH THE FINISHED GRADE. BUILDING MASS REQUIREMENTS: LANDSCAPE OPERATIONS. REQUIRED = 15% FACADE FACING R.O.W. (221' x 157.) = 33.2' OF LANDSCAPING LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 12 GAU(E GAL ANIZED REQUIRED = 32' OF LANDSCAPING ALONG FACADE FACING R.O.W. DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE WIRE CASED; IN 1"0 REQUIRED = 1 CANOPY TREE FOR EVERY 6' OF REQUIRED LANDSCAPING ALONG FACADE FACING R.O.W. PROPERTY DISTURBED DURING CONSTRUCTION. ALL PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE RUBBER HOSE REQUIRED = 1 TREE/6' x 32' = 5.5 CANOPY TREES 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING REQUIRED = 6 CANOPY TREES WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. POUND LIME PER. CUBIC YARD.. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. PROVIDED = 6 CANOPY TREES 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. CLIENT INFORMATION NO, OF BOTANICAL COMMON TED STABILIZED EARTH. CENTRAL TEXAS HARVEY INVESTMENTS, LU SYMBOL PLANTS SIZE NAME NAME TYPE NOTES POINTS ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT c/o SANH TRINH 25' MIN. SPACING 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO 4405 REGAL'OAKS DR 21 2.1" - 3.4" QUERCUS WATER CANOPY 40 GALLON 3,150 ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN. THE FRONTII COLLEGE STATION, TEXAS 77845 CALIPER NIGRA OAK TREE (150 PNTS.) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. _7 II OFF: (979) 575-4545 25' MIN. SPACING NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTU-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE .FAX: (979) 823-5196 ULMUS 6' METAL "T" POSTS EMAIL: samtrinh@verizon.net 2.1" - 3.4" LACEBARK CANOPY 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. ae CALIPER PARVIFOUA ELM TREE (150 PNTS.) (MINIMUM OF 3) 1 3 x BALL DIAMETER SCALE: 1"=20' SEMPERVIROUS - 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO 1 (5' MIN) FILENAME: 040OLP1A > 1'25" LAGERSTROEMIA CREPE NON -CANOPY 15 GALLON BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM PINE BARK MULCH SUBMITTED DATE: AUGUST 25, 2010 39 CALIPER INDICA MYRTLE TREE (40 PNTS.) 1,560 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 2" THICK (MIN.) DRAWN BY: R.A.M. (SINGLE -CANE) MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SOFT. OF BED AREA. I CHECKED BY: R.A.M. LEUCOPHYLUM GREENCLOUD 4' SPACING 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND 2 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED ORDINANCES REGARDING LANDSCAPING. 00 - ----- FIELD BOOK: N/A =PAGES:N/A • Z.1/11 Z/ 48 5 GALLON FRUTESCENS TEXAS SHRUB (18- HEIGHT) 480 .. ........ -111111 JIMMIE --- --- ...... (10 PNTS.) WITH EITHER BERMUDA (2 LBS 1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR . . . . . . RME CONSULTING ENGINEERS "GREENCLOUD" SAGE BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM. SEPTEMBER 1.6 To 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY CLIENT NO. PROJECT NO. 4' SPACING MARCH 14. STAND OF GRASS ON ALL SEEDED AREAS. NEW TOPSOIL 26 5 GALLON JUNIPERUS SEAGREEN SHRUB (18- HEIGHT) 260 11 N CHINENSIS JUNIPER w/FERTILIZER (10 PNTS.) 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE 237 0400 SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED 8- DEEP (MIN.) v NANDIRA COMPACT 3' SPACING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. 9 27 3 GALLON DOMESTICA NANDINA SHRUB (18- HEIGHT) 270 JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A "COMPACTA" (10 PNTS.) CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE ■ ILEX 3' 0. C. MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (I) THIRTY (30) DAYS TREE PLA NTING- T,& I BURFORD 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE N. 6FORDI- 0 119 5 GALLON CORNU IANHOLLY SHRUB (18(10 PNTS.) " HEIGHT) ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. SHEET 9 OF 12 '�'4 1 ha ISYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR GAS PIPELINE RISER WATER VALVE WATER METER DOUBLE CHECK VALVE Ioc Ev ELECTRIC VALVE BVI BALL VALVE EMi &M ELECTRICAL TRANSFORMER GAS METER 'MH MANHOLE CLEANOUT 4 �+ FIRE HYDRANT 01P TELEPHONE PEDESTAL MAI AREA INLET MPB JUNCTION BOX ft�AL AREA LIGHT (GROUND) pi3 FIXED PIPE BOLLARD CURB INLET BUILDING PROPERTY LINE P. E. EASEMENT LINE PUBLIC UTILITY EASEMENT SOLID SOD AREAS 1 (TIF 419 BERMUDA) 1 01411 1 .14 COMMON BERMUDA SEEDED AREAS + I z m 0 < PROPOSED 10, (e 00 a- c) P.U.E.II ly- M < Lq c4r) w 04 Z 0 N 0 w > F.D.C. fjt= 1.1 1 1 1 1 4 1 1 1 1 1 . . . . + 4 . . . . . . . . . .+ . .. . + + + + %.1. - + + + + . . . . . . . . . . . . . . +1+1+* . . + + + + + + + ++++++++++++ + + + + + HYDROMULCH Ii r SEED ALL OTHER DISTURBED It AREAS L.P. +.++++.+.+.+++++++ '+'+'+'+'+ . . . . . . . .. . . +i+ 4 + + . + + . . . . . . . . . . . + . 4 4%+ M.H. % + I + . . + . . + . . . . . . . . . . . . . . . . . . .%... . . . + +}111+11*1 4ass. . . . . . . . . . . . . . . . . . . . + + 4 ... . . . ... . . 4++ + + + + . � + ....+ . %% + + . + + j I . I . + + I + 1 4 1 1 + 1+++++f.1 + 4�% 4 1 4 4 4 + 4 4 4 + 4 4 4 44* 4 + 4 + 4 + + + +44+4++++FV %4++ 4 4 + 4+4 . � . + 4 . . . . . . . . . . . . . jqE- - - --OHE --OHE - --eHE - - - LIT LIT -- Z/8" I.R. nsultinm .9 ETihee 7607 EASTMARK DR., STE. 252A <T POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE 1 DESCRIPTION MZ27Vi (n PLANTER BED PLANTER BED < 1,5-0 RCPPLANTER- F TELEPHONE LINE PLANTER BED a 24-BURFORD HOLLY 19-BURFORD HOLLY IN -- w w W[- w w w -- w -- w w w w -- w -- w 29-BURFORD HOLLY - w w w w IN -- w w (5 GALLON) @ 3' O.C. w (5 GALLON) @ 3' O.C. PLANTIFIR BED (5 GALLON) @ 3' O.C. 27-BURFORD HOLLY (5 GALLON) @ 3' O.C. APPROXIMATE LOCATION OF PLANTER BED CALL BEFORE YOU DIG X Z 4" ATMOS GAS LINE J 6-SEAGREEN -JUNIPER TEXAS ONE CALL SYSTEM 0 < (5 GALLON) 0 4' O.C. 1-800-245-4545 0 U5 wx APPROXIMATE LOCATION OF 10 -TEXAS SAGE "GREENCLOUD" (AT LEAST 72 HOURS PRIOR TO DIGGING) z < 5; F- 12" PUBLIC WATER LINE HARVEY ROAD EAST S.H. No. 30 WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES< D w 0 ch >: (5 GALLON) @ 4' O.C. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAZAGES V) 0 z Z) F- (120' RIGHT-OF-WAY) TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. U) z 9 -COMPACT NANDINA w :3 (3 GALLON) @ 3' O.C. 0 F- 0 qd* U) 0 Lij UJI F- < V) Lu < w 0 LANDSCAPING REQUIREMENTS & SCHEDULE LANDSCAPING NOTES: LANDSCAPING NOTES cont"Id: IRRIGATION NOTES: z > SITE AREA METHOD: FRONTAGE TREES:(if zwu) 0 w M 13, ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW 0 SITE AREA=2.06 acres S.H. 30. SO FREEWAY @ 25' SPC: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS LL - 2.06 acres = 89,734 sqft. @ 60 pnts./1000 sqft.: 462 L.F. FRONTAGE/25 = 18.48 TREES (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. W uj 0 REQUIRED 19 TREES �> (89,734/1000 x 60) = 5,384 pnts. PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION jy_ PROVIDED 22 TREES (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING 0 (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM (16 CANOPY & 12 NON CANOPY) CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT z 0 Tt- (n ADDITIONAL STREETSCAPE: SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE T- -j I Lu 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. TREE PLA TING kTLS: < S.H. 30 - HARVEY ROAD EAST CANOPY REQUIREMENTS: GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. (D C-4 50% CANOPY TREES: (8,156 x 507.) = 4,078 pntS. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF Lli 300 pnts./50 L.F. of frontage: 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION 1. STAKI ABOVE FI HES OR AS 0 -j QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN 16- SCARIFIED PRIOR TO As PER CITY ORDINANCE 2394. 1 00 (300 x 462/50) 2,772 pnts. REQUIRED = 4,078 pnts' AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE NECESSAr Y TO I SUPPING OF RUBBER < TOTAL LANDSCAPE POINTS REQUIRED 8,156 pnts. PROVIDED = 4,800 pnts. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR To BACKFILLING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE HOSES. � m TOTAL LANDSCAPE POINTS PROVIDED 8,560 pnts. PLANTING. 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB 2. PLAN SO THAT TOP OF ROOT BALL IS EVEN 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO OR SIDEWALK WHERE APPLICABLE. WITH THE FINISHED GRADE. BUILDING MASS REQUIREMENTS: LANDSCAPE OPERATIONS. REQUIRED = 15% FACADE FACING R.O.W. (221' x 157.) = 33.2' OF LANDSCAPING LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 12 GAU(E GAL ANIZED REQUIRED = 32' OF LANDSCAPING ALONG FACADE FACING R.O.W. DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE WIRE CASED; IN 1"0 REQUIRED = 1 CANOPY TREE FOR EVERY 6' OF REQUIRED LANDSCAPING ALONG FACADE FACING R.O.W. PROPERTY DISTURBED DURING CONSTRUCTION. ALL PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE RUBBER HOSE REQUIRED = 1 TREE/6' x 32' = 5.5 CANOPY TREES 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING REQUIRED = 6 CANOPY TREES WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. POUND LIME PER. CUBIC YARD.. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. PROVIDED = 6 CANOPY TREES 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. CLIENT INFORMATION NO, OF BOTANICAL COMMON TED STABILIZED EARTH. CENTRAL TEXAS HARVEY INVESTMENTS, LU SYMBOL PLANTS SIZE NAME NAME TYPE NOTES POINTS ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT c/o SANH TRINH 25' MIN. SPACING 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO 4405 REGAL'OAKS DR 21 2.1" - 3.4" QUERCUS WATER CANOPY 40 GALLON 3,150 ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN. THE FRONTII COLLEGE STATION, TEXAS 77845 CALIPER NIGRA OAK TREE (150 PNTS.) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. _7 II OFF: (979) 575-4545 25' MIN. SPACING NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTU-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE .FAX: (979) 823-5196 ULMUS 6' METAL "T" POSTS EMAIL: samtrinh@verizon.net 2.1" - 3.4" LACEBARK CANOPY 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. ae CALIPER PARVIFOUA ELM TREE (150 PNTS.) (MINIMUM OF 3) 1 3 x BALL DIAMETER SCALE: 1"=20' SEMPERVIROUS - 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO 1 (5' MIN) FILENAME: 040OLP1A > 1'25" LAGERSTROEMIA CREPE NON -CANOPY 15 GALLON BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM PINE BARK MULCH SUBMITTED DATE: AUGUST 25, 2010 39 CALIPER INDICA MYRTLE TREE (40 PNTS.) 1,560 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 2" THICK (MIN.) DRAWN BY: R.A.M. (SINGLE -CANE) MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SOFT. OF BED AREA. I CHECKED BY: R.A.M. LEUCOPHYLUM GREENCLOUD 4' SPACING 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND 2 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED ORDINANCES REGARDING LANDSCAPING. 00 - ----- FIELD BOOK: N/A =PAGES:N/A • Z.1/11 Z/ 48 5 GALLON FRUTESCENS TEXAS SHRUB (18- HEIGHT) 480 .. ........ -111111 JIMMIE --- --- ...... (10 PNTS.) WITH EITHER BERMUDA (2 LBS 1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR . . . . . . RME CONSULTING ENGINEERS "GREENCLOUD" SAGE BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM. SEPTEMBER 1.6 To 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY CLIENT NO. PROJECT NO. 4' SPACING MARCH 14. STAND OF GRASS ON ALL SEEDED AREAS. NEW TOPSOIL 26 5 GALLON JUNIPERUS SEAGREEN SHRUB (18- HEIGHT) 260 11 N CHINENSIS JUNIPER w/FERTILIZER (10 PNTS.) 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE 237 0400 SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED 8- DEEP (MIN.) v NANDIRA COMPACT 3' SPACING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. 9 27 3 GALLON DOMESTICA NANDINA SHRUB (18- HEIGHT) 270 JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A "COMPACTA" (10 PNTS.) CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE ■ ILEX 3' 0. C. MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (I) THIRTY (30) DAYS TREE PLA NTING- T,& I BURFORD 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE N. 6FORDI- 0 119 5 GALLON CORNU IANHOLLY SHRUB (18(10 PNTS.) " HEIGHT) ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. SHEET 9 OF 12 '�'4 1 ha _ PROPERTY INFORMATION W r NOW OR FORMERLY — — HARVEY Fi6�D�AST— _ � '� .,.• �-' 4x7 L3, 0 BOX CULV ERT » _ _ PROVIDE 12 0 MINIMUM Y ROAD EAST LANDMARK ACQUISITIONS I, LTD. LOT 1 R, BLOCK ONE H .-- (vowME 45Z-jj _PACE 1s6% , _ (VOLUME 2541,==°PACE— CLEARANCE (BOTH DIRECTION) IN x' MARKED IN =� -– LOT 2, BLOCK 1 "��� � �� � �� �� CALLED: 8.158 ACRES CONCRETE 4'x7' BOX CULVERT - e ZONED: C-2 r. THE INTERIOR OF THE DUMPSTER OL. 1122 PG. 813) N 31 °40'16 W PAD -SEE DETAIL SHEET C2.1_11 N ' Q N 100 -YR FLOODPLAIN PER (2.06 ACRI S or 89,734 SQ.FT.) �tn9 Er!�tnees^s 4 x7 BOX CULVERT z ZONED: C-1 4.68 „ „ < LOMR CASE No. 1—BAY FRONT LOADING DUMPSTER PIAN 1I 7607 EASTMARK DR., STE. 252A <7784( CONCRETE RETAINING x MARKED IN 01-06-356P PAD w 8' HIGH SCREENING WALL NOW OR FORMERLY POST OFFICE BOX 9253 "- N 43°58'07" E -- 200 99' _ _ _ _ �ECTIVE DATE=7/o2s — '_ = i _ ' MATGH FAGADE' OF BUILDING & + CONCRETE N 42 3311 E 260.00 / NQRTI3 COLLEGE STATION, TEXAS 77842 11 4'xT Box CULVERT WALL & 6 HIGH -. _ _ _.___ ,e ,_ z ( ) 0 20 40 TE. AS !J INVESTMENTS, LLC X MARKED IN WOOD FENCE —'� � , EMAIL: civil en ineer.com CONCRETE d w 2-6 PANEL STEEL GATES -SEE (NOL' 8391, PG. 81) g �' Q CIVIL SITE NOTE #11 „ _ OFFICE - (979) 764-0704 f 4'x7' BOX CULVERT ; W SCALE: 1 - 20' PARKING E 'UIREMEL4TS: FAX - (979) 764-0704 NOW OR FORMERLY \ F` 0 DREWDAWN — — - =" - -= 4- -._-__ _ w ; w _ __, _ 15' BUILDING SETBACK RHOTE� E 1 SPC DWELLING UNIT SURVEYOR / TEXAS FIRM REGISTRATION No. F-4& ENTERPRISES, INC. — &1 Ci L.;-�.li.,mY�✓ lv F �2-_.u.5.,._ 'u� VOLUME 4227 PAGE 274 MEETIN ROO 1 SPC/200 S.F. ( ) KERB SURVEYING, LLC CETALLED: 1.08 ACRES + + SPC 8 x12 CONCRETE REQUIRE COLLEGE STATION, 505 CHURCH E X 77841 0 6 CONCRETE % 600 S. .MEET NIS = 69 SPACES / o J B o PAD FOR 6 -BAY 6" CONCRETE - o J W LLING 69 D A.I. PAVING o h SING AREA (600/200) = 3 SPC OFF: (979) 268-3195 SPRINGERS FRONTA / O O BICYCLE CK T O❑- J.B. A.I. n PAVING ro' Q ELECTRIC TOTAL E UIRED 72 SPACES LOT 1 30 33 'p�� cv Q TRANSFORMER cv M J B FAX: (979) 691-8904 (VOLUME 4227, PAGE 274) — `SO- 'oo, PROVIDE jr ZONED: C-1 h6 3 -A/C PADS 4 -A/C PADS �� ho ( ® PAD % REGU R = 8 S ACES H/C 4 SPACE SQ.FT. I i I Q A.L. A.L. A.L. A.L. ❑ ❑ ❑ ❑ ❑ ❑ ❑ A.L. A.L. A.L. 2-Wjk's / TOTAL72 SPA;' ES iiiiiiiiiiiiiiiiiiiiiillillillillillillillioI E.M. A.L. iso O L.P. SQ.FT. ®®/ / ISLAND Rf. UIREMENTS: c��l L.P. O o N/ I i ` R7.5o ¢�h 65 o B.F� 34 SEE POOL "fly b 64 " / THE SQU E-FOOTA E SHOWN AT INTERIOR END 3 / A.I. CONTRACTOR FOR - v AYM ON T INN & SUITES Q � ISLANDS i CLUDE THE REQUIRED AREA FOR Q SITE, PLUMBING, X 00 SINGLE O DOUBLE END ISLANDS. ONLY THE m_ 3 -STORY EAVE HEIGHT=43 6 - ELECTRIC, ETC... �. s ( ) �, / in / EXCESS A EA IS ILLUSTRATEfl BELOW. HOTEL w/MEETING AREA o ryo 1 �. INTERI01 PARIQiNG = 31 SPACES BUILDING FOOTPRINT = 11,857 SQ.FT. o A I v z O _ 3D' PRIVATE ACCESS c.o �� REQ'D II T. ISLAND' AREA=(31/15x180)=372SQ.FT. EASEMENT & PUE (1122/813) ff �" GROSS AREA = 35,250 SQ.FT. PROVID fNTERIOR ISLAND AREA = 376 SQ.FT. m 23.50' 00 IFC CONSTRUCTION TYPE = VB _ l X `o idr d w °' o PROPOSED H/C PARKING TYPICAL 4 WIDE m MARK DATE DESCRIPTION ry" O TYPICAL FIRE I PLAN NG TE z> 0 d ROW w/SIGNS, WALKS, PAINTED STRIPING CONCRETE C0 / oa (" CURB STOPS, ETC... LANE STRIPING (WHITE) 95 `Q COMPLETE 0 0-/ RETAINING WALL 1 RE R TO SHEET COA & C0.2 FOR / �/ a PROPOS P U.E. / STONE ERD SITE P RK NG AND MISC. CONSTRUCTION REVIEW ONLY � w A.L. TONE FACADE � I , UC ON / A.L. A. A.L. A L A.L.AL / I 1 w i i j NOTES. T FCS a ( ` T = ..: ! I I .0 it 10' WA IK _ I I kiJ 58 i ( I I I , I ._vl i i I I' i{ I .�. I i .L O 2.85' 2. R ER TO SHEET C2.1 FOR SITE & G N _ ,.-.� t I I T � ( � STR.�ICT'N / 2 PC 180 I I I I • F.D.C. 72 % PARKIN DET IILS (9' 18') Q.FT 10125/10 SQ60 19, p' g H/C 6 S 9' 18' =75.5 ' 350 00 350 2 H/C & 9'x1 ')=70.00' 360 ° / sQ.FT. n ��� N h� SQ.FT. SQ.FT. ( I 3. LES THERWISE NOTED ALL 41 43 ( 5o so, �ti� 51 57 ( , F.H. RADIUS ARE ALONG THE BACK OF 8' 8' - rx- Y �� 8 8' 8' CURB �- ARE LANE FIRE LANE _ FIRE LANE FIRE LANE ,9 w FIRELANE ._uw..FIRELLANE _FIRE LANEw N s I(CLEARAN E=14'04 s h ARE LANE FIRE LANE O- O FlRE E TYPICAL FIRE + ARE LANE S BOL & LINE LEGENDPRELIMINARY 6" CONCRETE TYPICAL 5 WIDE o - 0) :_4 / w LANE SIGN PAVING AMBULATORY PEDESTRIAN � o Qr 0 6CONCRETE " / o f� POWER POLE .� THIS DOCUMENT IS RELEASED N RAMP -TYPE 1 CROSS -WALK N N PAVING C / FIRE LANE FIRE LANE cu w LIGHT POLE GUY WIRE ANCHOR FOR THE PURPOSE OF INTERIM L.P. REVIEW UNDER H FIRE LANE ARE LANE _ _ __.-- ARE LANE— _ m m ARE LANE._ ___ FIRE LANE �— FIREIANE,,, FIRE LANE FIRE LANE FIRE LANE DE THE AUTHORITY - __,_ _ L _ _... ..—_ � FlRE LANE FIRE LANE GAS PIPELINE RISER _... _ � �.. - _.., .., _ W METCALF, P.E. o _ _ _ _. _.v._ _ ... ___. , _ .__ _ psEl WATER VALVE o' 6 s z NO. 88583, ON OCTOBER 25, 29 24 23 25' BUILDING SETBACK 18 : 17 11 N N o , , ' 6 S C (9'x 8' =5 .00 17.00' 6 S C (9'x 8')=5 .50 17.50' SPC 9x18' 64.00 ¢ 10 25 BUILD NG SE BACK 5 4 �� ® WATER METER 2010 IT IS NOT TO BE USED w ) 6 S C (9'x 8')=5 .00' G -M S C (9'x 8')-3 .0 T©D 11 V D o — — — — — — — Y' — — — — �iRE L�ua> - ANE - — — — — TYPICAL FIRE DOUBLE CHECK VALVE FOR CONSTRUCTION, BIDDING Z 0E ELECTRIC VALVE OR PERMIT PURPOSES. < - 17.00' LANE STRIPING®B BALL VALVE r= �T L.P. p M.H. a �-� � p® o�' F.H• EGMLAAESNC-HTMORELICTEEA RL TRANSFORMER M.N. 15' P.U.E. �c Q io WLK6' WAiK 61 W11LK6' WA'K P - ®c• CLEANOUT P.P. S 42.2923" W — 462.13' T. P. • FIRE HYDRANT 5/8" IR TYPICAL 4 WIDE 20' PF.H. 20' P.U.E. TYPICAL 4 WIDE 5/8" I.R. ® PAINTED STRIPING TELEPHONE PEDESTAL {WHITE) (1122/813) PAINTED STRI(WHPING A� AREA INLET PROPOSED 6 ) NOW OR FORMERLY o [ JUNCTION O P.A.E. PROPOSED 6' MARION GILCHRIST , Pe FIXED PIPE BOLLARD , P.A.E. (VOCALMLED:2 AAREALIGHT GROUND 3.11ACRESP41) I ( ) .STOP .. CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM (O CURB INLET V) GATEWAY PARK SUBDIVISION _ BUILDING SETBACK LINE W X p Q 1-800-245-4545 i� x (AT LEAST 72 HOURS PRIOR TO DIGGING) LOT 2, BLOCK ONE PROPERTY LINE �" d T to Lai WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES (VOLUME 2541, PAGE 235) --r - - EASEMENT LINE z Q ~ PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES HARVEY ROAD EAST S.H. No. 30 w P.U.E PUBLIC UTILITY EASEMENT ® m TO EYISTING UTILITIES DUE TO ANY CONSTRU6TION ACTIVITY. (120' RIGHT—OF—WAY) ZONED: C-1 Ii J Z � O CL ck3 >-1= Q w UJ U) CIVIL SITE NOTES: NOW OR FORMERLY RME LY MARION S. GILCHRIST 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA LOMB CASE No. 01-06-356P, WITH AN EFFECTIVE (VOLUME 7233, PAGE 241) DATE OF JANUARY 17, 2002. CALLED: 3.11 ACRES " GATEWAY PARK SUBDIVISION 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. � LOT 2, BLOCK ONE 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC (VOLUME 2541, PAGE 235) PLAN RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A. POINT FIVE FEET ABOVE THE GRADE_ THIS ZONED: C-1 VARIABLE WIDTH SHARED NORTH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCESS & PARKING EASEMENT 0 20 40 (VOL. 2541, PG. 235) i 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. — —, SCALE: 1 = 20' 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. w w — — _ - _:- 6. 100% COVERAGE GE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK LOOSE ROCK NOT PERMITTED OR A PERENNIAL GRASS IS REQUIREDUIRED INRE LANE FIRE LANE FlREinNE TYPICAL FIRE PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING 6" CONCRETE LANE STRIPING CONSTRUCTION. O o PAVING W 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 80% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. ' N z L FlRE LANE I TYPICAL FIRE 8. AN ON SITE DETENTION FACILITY (IN THE PARKING & UNDERGROUND STORM SEWER) IS PROVIDED FOR THE PROPOSED DEVELOPMENT. J z ARE cANe 3 LANE SIGN 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS T PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. o 0 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. - - - - � 37.00' T 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR z �z PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. J a - J �d o 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. Q 0 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL P.P. BE NORMAL DOMESTIC WASTEWATER AND COMMERCIAL WASTEWATER BY DEFINITION. © © 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. EXISTING CONCRETE 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT DRIVEWAY APRON PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. ADJ. RT. ^� 600' ADJ. LT. ^� 372' OPP. RT. - 318' OPP. LT. = N/A 17- THE BUILDING SHALL BE EQUIPPED WITH A "KN.OX, BOX' SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX. SWITCH" OR. HARVEYROAD EAST ^' S.H. No. 30 A MANUAL DISCONNECT. FDC CAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEVICES. (120' RIGHT-OF-WAY) 18. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. l � 1 A BRAZOP COUNT� 7' \VICINITY MAP 3 4 4 N a E t 4 37 LPAVEMENT REINFORCEMENT _ #4 BAIRS TYPE IA MONOLITHIC CON CRETE CUB & GU TTER N.T. i i I CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LL c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME:0400SPlA I SCALE: 1"=20' SUBMITTED DATE: AUGUST 25, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 0400 ■ ilf SHEET 5 OF 12 -z ,j yu r W t=- Z W � O O� CURB NOTE: EXPANSI N JOINTS TO BE PLACED AT 60+ T _ U) IY m INTERVALS AND AT ALI RADI S POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS INTERVALS. HALL BE PLACED AT 20' �— � LLI > o —� �" X � Z�W = R � 6, T� J N W 0 Q v ++ m 3 4 4 N a E t 4 37 LPAVEMENT REINFORCEMENT _ #4 BAIRS TYPE IA MONOLITHIC CON CRETE CUB & GU TTER N.T. i i I CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LL c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME:0400SPlA I SCALE: 1"=20' SUBMITTED DATE: AUGUST 25, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 0400 ■ ilf SHEET 5 OF 12 -z ,j yu r //4'x7' Box =CZVE=RT= HARVEY ROAD IfAST 222 L.F. OF 2-4" PVC CONDUIT (GREY) m •�Z4 T E rR LOT 1 R, BLOCK ONE w/PULL STRING FOR SECONDARY 1. RET To R TO SHEET CO.1 & CO.2 FOR X' MARKED INI PAGE 235) CONCRETE 4'x7' BOX CULVERT ELECTRIC SERVICE (36" MIN. COVER) :MAINTAIN N U11LI A� D MISCELLANEOUS .. ............. . . . . . . . . ETineers ON SEPARATION 24- (MIN) HORZ. SEPARATION: CO S E N 31040"16" W CONSTRI IC11014 NDTES. . P LACE IN w/ALL OTHER UTILITIES & PLACE IN 4'x7' BOX CULVERT PIAN DITCH SEPARATE DITCH R 4.68' SEPARATE 7607 EASTMARK DR., S`I`E. 252A <77840 - "X" MARKED IN fr_ I NORTH 2. REFER TDI SHEET ' C2.2 & C2.3 FOR POST OFFICE BOX 9253 N 43*58'07" E 200.99' CONCRETE o �_ 220 L.F. OF 8" PVC N 42*33'11" E 260.00' MISCELL] NEO DETAILS. COLLEGE STATION, TEXAS 77842 7' BOX CULVERT . ..... z 0 20 40 4'x Q laid -(C909, CLASS 200) FIRE "X" MARKED IN Ld :5 EMAIL: civil@rmengineer.com C5 bi F 6mmmi- 3 35 CONCRETE ELECTRIC METER 0 V) 335 L.F. 0 2-3" PVC LINE (48" MIN. WATER 1 3. TIH CO TRACTOR SHALL BE OFFICE - (979) 764-0704 < C ON 4'x7' BOX CULVERT 2000 AMP SERVICE Lu CONDUIT (GREY) w/PULL COVER) SCALE: 1" 20' R CABLE L STRING 'V STRING FOR PHONE & CABLE RES ON RESP IBLE T) ENSURE THAT ALL FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F469 51 120/208 — 3 PHASE 1 SURVEYOR SERVICE w/24" MIN. COVER SERVICE f S114' EXI N1 IMPROVEMENTS (MANHOLE LIDS, Ty AS DIRECTED BY UTILITY TRANSFORMER & A! SPRINGER'S FRONTAGE APPROXIMATE UTILITY - _ — — I — MI COMPANY PAD (FURNISHED: F VAULTS, TRAFFI6-f BOXES, ETC...) ARE 'THEY FLUSH KERR SURVEYING, LLC 505 CHURCH STREET LOT 1 ENTRY POINTS ILLUSTRATED BY CoCS)' ADJUS'- D SO TH AT ARE COLLEGE STATION, TX 77841 (VOLUME 4227, PAGE 274) REF. M.E.P. DRAWINGS WITH THE NEW SIDEWALKS AND FOR EXACT LOCATION & Al —i - - - - - - �0__J_ — — — — — — — — — — — — — — _7 — — — — — — — — — — — — — —------ — — --- PAVEM I IT. OFF: (979) 268-3195 :W 10 1 FO— - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — SPECIFICATIONS- — — — — — — — — — — — — — -lf� J.B. = = FAX: (979) 691-8904 i I 11 A.I. = =d%= = = =&&= = = —A= = = =A= L% \—PROPOSED 24"0 STORM — — —GAS— -- —GAS-- — GAS k U,— -IiIA US — — — UE — — — — UE — — — — UE — — — — UE — — — — UE— — — UE— — — — E UE— SEWER SEE SHEET C1.2 -�JAETS - - - UE 7r - �UE - - - - UE- E — -UE-3--A70 A K T.B.M. � LOCATE[ I S66ARE DN THE I I SPUTH CHISELED IN CURB INLET I SIDE OF HARVEY ROAD F_ /-C (SH No 30). CURB INLET LOCATED IN THE 30' PRIVATE ACCESS A.L. A.L. A. L, ❑rp c= I Fqa;fq -4-W E -IV I I I I A.L. r APPROXIM ELE\ TE' MIDDLE 2�1 .1 � OF SUBJECT TRACT. —NAD 83) EASEMENT & PUE (1122/813) L.P. L.P.i i IS CV —4'W 114 SYMBOL & LINE LEGEND / 1 200 L.F. OF 4- PVC (SCH _-k '4� k 40) WATER SERVICE (24" & SUITES-. CR) 0 0 POWER POLE LIGHT POLE WIRE ANCHOR DETAIL BAYMONT INN - MIN. COVER) -2E -1 I MR GUY PIPELINE RISER C6 A.I. 292 L.F. OF 2" Cb 2 F.F.=259.00' f Mw� GAS WATER VALVE 00 110 0 TRANS. 1 POLYETHYLENE / e_ ft PAD >� S SERVICE z BUILDING FOOTPRINT = 11,857 SQ.FT. PIPE GA 0 r7 /I MIN. COVER) NWA NDI-V WATER METER DOUBLE CHECK VALVE co GROSS AREA = 35,250 SQ.FT. 1(36" 1 7-7 PRIVATE FIRE & DOMESTIC LINE EXTENSION: 11 HN19 SUH or IRS TWO—WAY 3t Cn zo IFC CONSTRUCTION TYPE VB 11 6z 1-8"x 8" (MJ) TEE 0 STANDARD V'O 0 Z Ev 4)EV ELECTRIC VALVE BALL VALVE MARK DATE DESCRIPTION 8 -FIRE 0 m 2-8- (MJ) GATE VALVES & BOXES n CLEANOUT REA ELECTRICAL TRANSFORMER 9 5 C 0 M P L E T D \"o L F/L=254.90' < I ISO. 1 —V'x 4" (MJ) TEE Yp D_ 1-8" (MJ) ISOLATION VALVE w/AMPRO PROPOSED 10' P.U.E. m cn:�: VALVE & A L. �g PLACE ISO 4p A.L.A. L. 00 LOCKING LID (LL562) < 1-4" (MJ) GATE VALVE & BOX I C,0 CL - WIALk, (DGA ONH C&FH GAS METER MANHOLE CLEANOUT FIRE HYDRANT REVIEW ONLY T NO` FOR EDGE OF EASEMENT . . [10' Ld 11 I 01 -Cm I w 2 DOMESTIC METER I 1�� � I I --bli < Z) WALK K 0 C11�wAL.I 1 10, WA 10 k 1 IRRIGATION METER I I LJ L.2i, it w > CDT' MAI TELEPHONE PEDESTAL AREA INLET CONSUKTION L / < F11 ma JUNCTION BOX 10/25110 F.D.C. 0 I / -k 0,4�_ AREA LIGHT (GROUND) F-1 I I F.H. 6 P6 FIXED PIPE BOLLARD PLACE METERS AT L_j EDGE OF P.U.E. - ASY PUBLIC WATER ONE EXTENSION Go CANOPY 100 L.F. OF 6" PVC I I I CURB INLET BUILDING SETBACK LINE I I OL -Ll= FAR AS PRACTICAL 1-8"x 6" (MJ) TEE 6" (SDR -26, D3034) All 1-8" (MJ) GATE VALVE & BOX (CLEAR ANCE=l 4'0")l 2 IL 11 PROPERTY LINE PRELIMINARY SEWER @ 2.00% SLOPE 1-6- (MJ) GATE VALVE & BOX FREE—STANDING SAN. SEWER (24" MIN ER) 7 EASEMENT LINE i _22�� MANHOLE 1—STANDARD FIRE HYDRANT FDC w/58 L.F. OF 2 1/2" u PUBLIC UTILITY EASEMENT THIS DOCUMENT IS RELEASED R=259.40' ASSEMBLY NE 6" DEEP SERVICE CPVC (Dl 784) FILL LI FOR THE PURPOSE OF INTERIM F/L(NW)=249.80' DETAIL #_2 CONNECTION FROM BUILQINQ TO FDC F/L(W)=254.85' REVIEW UNDER THE AUTHORITY L.P. F/L=252.90' SAN. SEWER F/L(E)=249.77' I OF MANHOLE 4 1 ui z OF RABON A. METCALF, P.E. NO. 88583, ON OCTOBER 25, APPROXIMATE LOCATION PROPOSED 6' L.P. PROPOSED 6' R=256.41' / 8" PUBLIC SANITARY L.P. P.A.E. L-247.80' SEWER LINE P -A E h.M. F/ 2010 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. F.H. II "ss 811 s < L.P. — I S J.,;a 1 8 � I 81ISS — — — UE� — — — UE — — — — — — — — — — — — 15' P.U.E. 8"SS < M.H. 6 WAIii IK 6' lK L F.H. T� 6 K A J_ ---QHE 1, - 1 'A' L 1 L :2 _IWAL _I F, —IF— �4E IE Q -GHE HE --eHE H �E— --GHE— -@HE— — — --GH E — --GH --OHE — UT -S UZ A� UTSYJ —_UT UT— tic --OHE- GAS "2�2W23s&AW= -=GAY UT GAS --UTG 0 T UT 'Zl_—GAT—_ .00r T.P. T, AS=::�T 7L:_ UT POWER POLE w/30' I.R. rAPPROXIMATE 20' P.U.E. - - - - - - - (1122/813) LOCATION OF RIGID IMC CONDUIT FOR SERVICE GAS METER (BY ATMOS) — lljjj� I z 15'0 RCP OF TELEPHONE LINE (REF. MEP PLANS FOR. w iiiiill w w - w w — w w w w w w w w w w w w __ w __ w __ w w w w w__w__w__w__ w w 112 L.F. 0 PRESSURE & LOAD DATA) POLYETHYLENE PIPE Q_ V) APPROXIMATE LOCATION OF GAS SERVICE (BY CALL BEFORE YOU DIG Z to ui < 4" ATMOS GAS LINE ATMOS ENERGY) 293 L.F. OF 3-4" PVC C TEXAS ONE CALL SYSTENI 0 V2) x 1�800-245-4545 APPROXIMATE LOCATION OF (GREY) W/PULL STRING FOR PRIMARY (AT LEAST 72 HOURS PRIOR TO DIGGING) HARVEY ROAD EAST S.H. No. 30 wx < 5; 0 12" PUBLIC WATER LINE ELECTRIC SERVICE (48" MIN. COVER) WARNING!!: THE COVIRACTOR IS TO LOCATE ANY jAND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES ft 0 0 M (120' RIGHT—OF—WAY) — MAINTAIN 24- (MIN) HORZ. TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION A Z =) z SEPARATION w/ALL OTHER UTILITIES 0 —T. B. M. & PLACE IN SEPARATE DITCH, * #1 F- 0 D u) 0 ELEV.=258.16' < Li L'i Llj < CN Z o I UTILITY DEMAND SUMMARY- NOTES:CoCS ELECTRICAL NOTES: a: Z PEAK 1. PEAK WATER SHALL BE 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY DETERMINED BY THE BUILDING CODE LL_ 2 w USE AVG. (x4. ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS FIXTURE COUNT METHOD FOR THIS AND DESIGN. > C SEWER (gpd) 19,488 0.18cfs NEW RESTAURANT FACILITY. Z < GATEWAY PARK SUBDIVISION WATER (gpm) 29 115 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT a -C) LOT 2, BLOCK ONE PlAN (VOLUME 2541, PAGE 235) IRRIGATION (gpm) 45 45 2. SANITARY SEWER AVERAGE DAILY FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING T_ VARIABLE WIDTH SHARED' NORTH FLOW IS BASED UPON THE DEVICES). I uj (,C) 00 ACCESS & PARKING EASEMENT 0 20 40 (VOL. 2541, PG. 235) 1 CALCULATED AVERAGE WATER 3.THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR DEMAND (-307.) AND A 16—HOUR L) _j C) V) USAGE PERIOD PER DAY. FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC... ) IN ACCORDANCE WITH CSU m SCALE: 1" 20 I 3. IRRIGATION DEMAND IS THE PEAK 4- THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU 40" DEMAND AND IS AN ESTIMATE AND SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. 0 SHOULD BE VERIFIED BY THE IRRIGATOR. Z 3611 TYPICAL FIXED PIPE BOLLARD CENTERED CLIENT INFORMATION OF F.D.C. CENTRAL TEXAS HARVEY INVESTMENTS, Lt. C TYPICAL FREE— c/o SANH TRINH STANDING F.D.C. 4405 REGAL OAKS DR 8 w/2'x2' CONCRETE COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 PAD FAX: (979) 823-5196 EMAIL: samtrinhOverizon.net w w w w w w w w w w 2 1/2- CPVC (D1784) 3: FILENAME: 0400UPlA I SCALE: 1 "=20' FILL LINE FROM SUBMITTED DATE: AUGUST 25, 2010 BUILDING TO FDG I P. P. (ROUTE VARIES) I DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A EXISTING CONCRETE DRIVEWAY APRON RME CONSULTING ENGINEERS CLIENT NO. PROJECT NOJ w w 237 0400 HARVEY ROAD EAST S.H. No. 30 TYPICAL FDC FILL LINE SCHEMATIC 0 (120RIGHT—OF—WAY) N.T.S. SHEET 7 OF 12