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Home My WebLink AboutDrawingsSCALE: 1 = 20 20 0 20 40 60 Feet \ / "X" FOUND IN CONCRETE - CM LOT 1 R BLOCK 1 JI JI 0.34' \ LIMITS OF FLOODWAY , \ / SEE NOTE ' \ - FLOOD WAY ZONE AE EXISnNG RETAINING WALL AS LOCATED 'AE'/ 1.93' ON THE GROUND FLOOD WAY ZONE , - / EXISTING RETNNING /\ � WALL AS LOCATED 3.49' NV ON THE GROUND .'�QT 1.76' 2.22'RM ` `,� 'J6 SSEEWEER ' 2.z� r �r0 • INLET / �g�, \ x * - NOTE. DISTANCES BETWEEN. FLOODWAY_ �J AND RETAINING j ET INING WALLS ARE MEASURED { - I ; T LIMITS OF 0 THE FACE OF THE RETAINING WALL NEAREST THE FLOODWAY FLOOD PLAIN (SEE NOTE) I � , % 32.00' LIMITS OF FLOOD PLAIN EXSnNG RETAINING (SEE NOTE) WALL AS LOCATED ON THE GROUND 5/8 INCH IRON J FLOOD WAY �; LOT 2 � I i ROD FOUND CM ZONE AE ,� BLOCK i 1J24, r: (j ,tSftG,,"�L 4502 LOT 1 BLOCK 1 ONE LINCOLN PLACE PLAT 690/175 AS BUILT SURVEY PLAT OF RETAINING WALL LOCATIONS ON LOT 21 BLOCK 1 BEARING SYSTEM SHOWN HEREON IS BASED WHEELER SUBDIVISION, PHASE TWO ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. VOLUME 3490, PAGE 269 CM - CONTROLLING MONUMENT FOUND AND COLLEGE STATION, B RAZ O S COUNTY, TEXAS USED TO ESTABLISH PROPERTY LINES. SCALE: 1 INCH = 2 FEET FLOOD PLAIN LOCATION SHOWN HEREON PER SURVEY DATE: 09-16-15 F.I.R.M. MAP, PANEL NO. 48041 CO215F, REVISED DATE: 04-02-2014 AND AS PLAT DATE: 09-17-15 OBTAINED FROM RME CONSULTING JOB NUMBER: 15-844 ENGINEERS. CAD NAME: 15-844 CR5 FILE: 12-558 (cont); 15-844 (job) PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 Zo 13 u0242 Oji Iq 15 J , 1 I SCALE 1 _ 20 j 20 0 20 40 60 Feet 1 I 1 f t � 1 i "X" FOUND IN , CONCRETE — CM LOT 1 R , BLOCK 1 I 1 L 1 j / 0.34' LIMffS OF FLOODWAY (SEE NOTE) / FLOOD WAY ZONE AE EXISTING RETAINING WALL AS LOCATED , i 1.93' ON THE GROUND EXISTING RETAINING FLOOD WAY ZONE AE , WALL AS LOCATED 3.49 ON THE GROUND 1.76' 2.22'STORM 1 SEWER 2.29' INLET I / -----� ,4j5 <<I� f _ =WAY AND - - RETAINING WALLS ARE MEASURED _ TO THE FACE OF THE RETAINING WALL LIMITS OF NEAREST THE FLOODWAY FLOOD PLAIN / (SEE NOTE) t 1 32.00, t 1 t LIMITSOF FLOOD PLAIN 1 t EXISTING RETAINING / (SEE NOTE) WALL AS LOCATED 1 / / ON THE GROUND 1 5/8 INCH IRON FLOOD WAY , is ZONE 'AE' / LOT 2 ROD FOUND — CM / / I BLOCK 1 E Gk I 1J.5 / 7324 I; 8' ❑ l 45502 '4 -,4 LOT 1, BLOCK 1 ONE LINCOLN PLACE PLAT 690/175 AS �: B U I LT SURVEY PLAT OF I RETAINING WALL LOCATIONS ON LOT 2, BLOCK 1 BEARING SYSTEM SHOWN HEREON IS BASED WHEELER SUBDIVISION, PHASE TWO ON GRID OBSERVATION.NORTH AS ESTABLISHED FROM GPS VOLUME 3 49 0, PAGE 269 , CM — CONTROLLING MONUMENT FOUND AND COLLEGE STATION, BRAZOS COUNTY TEXAS ;I USED TO ESTABLISH PROPERTY LINES. ' I j SCALE: 1 INCH = 20 FEET FLOOD PLAIN LOCATION SHOWN HEREON PER SURVEY DATE: 09--16-15 F.I.R.M. MAP, PANEL NO. 48041 CO215F, REVISED DATE: OBTAINED FROM RME2-2014 AND CONSULTING AS PLAT DATE: 09-17-15 ENGINEERS. JOB NUMBER: 15--844 ' CAD NAME: 15-844 (! (cont); (Job) CR5 FILE: 12-558 15-844 PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268--3195 ; S P201 a - 9 6 0242 Oji ti I i S 2:0� \ M.H. L.P. LANDSCAPING NOS: �. �- ii . Tn' nnl.,. f. n. Tl- n nl.rnn \ / / /, �. O /�. I ' WHEELER STIBDIVISIOI�T Ju rm vHlt HwtJJ PHASE TWO ESMT. (3314/145) & \ �`�/ T , / L.P. 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS LOT BLOCK 1 PUBLIC ACCESS \ T X LP. 1R BL / LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PUR ' ESMT. (3490/269) \/ fi t.-- E 269 \ ! / / / STATION (CDCs) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. VOLU (� / / L { (RME).Ll RME . RME IS NEITHER A LICENSED OSE TO MEET THE CITY OF COLLEGE ANY CHANGES MADE TO THIS PLAN ;I 40 ACRES) EXISTING 8" TER V LT SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. f 3 C.O.NIII liT NOW OR FORMERLY WATER LINE \ \ M `/ // - GREASE TRAP I . , 1 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES KYLE LEGENDS i LP w.M. C v - i % i t �\\.�, DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT PLAN VOLUME 5682, PAGE 291 FyT� / F ® C �_ :y ( „ INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED F.H. c I ! NORTH �.v { IN THE PLANT LIST.. ANY TO THE ATTENTION OF THE PRIOR TO PLANTING. 3800 S.H. No. 6 SOUTH, STE. 108G <77845 POST OFFICE BE}X 9253 COLLEGE STATION TEXAS 77842 ' EMAIL: civil@rmengineer.com ZONED: C-1 w/OVERLAY ®W'M. - w _ - _ - _ 3. 100% COVERAGE OF GROUND COVER, PAVING, ROCK, OR PERENNIAL GRASS IS REQUIRED IN OFFICE - 979 764-0704 ( ) �.� __ DECORATIVE DECORATIVE w - _ w _____ , 20' SANITARY SEWER / ys .ss --_ w = - w _ �� PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, _ A RIGHT-OF-WAY, AND ADJACENT FAX - (979) 764-0704 ESMT. (399/590) / 12 \ GAS F.D.C. -- - w = - w = w Its PROPERTY DISTURBED DURING CONSTRUCTION. 0 30 60 "/ ! m � i�P � -" RISER SCALE: 1" = 30' / / �' / ( P. I I ELECTRICAL `~ V `� CONDITIONS OR4. ANY CENT BETTER_OPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION " MARKE TRANSFORMER 15 P.U.E. WILL BE RETURNED TO ITS EXISTJNG TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR LLC 409 NORTH TEXAS AVENUE M.H. N CONCRETE 1 \ of 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING EXISTING 12" / ISLANDS PRIOR TO PLACEMENT OF BRYAN, TX 77803 TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. SANITARY SEWER / / / 10' Pale.U.E. ' y OFF: (979) 268-3195 Si �0� ( / - ' GARISER \J4yu� �om� I ' r 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT 30' LONE STAR GAS t I CALL BEFORE YOU DIG `2 LP. / / \ } ` G'/s 1 % \ EASMENT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS TEXAS OiVG _ t3 EXISTING 8" / CALL L SI'ST)a1i , /' .� / r ��s� c 61 /655) -RELEASE LP SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. \ \ \Dr\ �p 6 / � SANITARY SEWER ( ) rl. 1-800-245-4545 SOIL. NEEDED, FOR THE INCLUSION OF THE FAX: (979) 691-8904 /`! „�� . / RECORDS PER PLATco (AT LEAST 72 HOURS PRIOR TO DIGGING) FLOODWAY AREA REMOV D v . '9 F WARNINGH: THE CONTRACTOR IS TO LOCATE ANP AND ALL UrILITIES M.H ^ ,J\i\%r J^ �"9 S'� / I \ \ (3490/269) �I ` 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. PRIOR TO CONSTRUCTION.A.ND IS SOLELY RESPONSIBLE FOR All D RAGES FROM LANDSCAPE \ \ p�� I , 1 ^, I TO EKtSTtt� UTILITIES DUE TO ANY CONSTRUCTION ACTIUt7i. / , CALCULATIONS ILATIONS 5,835 SQFT. i<, ";{ �\ 1 l E „i y/�i F v�`- {'� l• c�j 7 1 9. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER 2° BARK MULC P. l� lilJ 7 IlJ C.J ).., , .. 'X x / v , ,. Fv �� / - ! i ✓ \ \ \ 1 \ \ , RATE OF 5 LBS. 100 SQFT, OF BED AREA. 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED L.P. ' ! AND 13-13-13 FERTILIZER AT THE WITH EITHER BERMUDA (2 LBS/1,000 FROM SEPTEMBER ^.. SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. '� x %'✓ J i�v ' \ PER 1,000 SQ.FT.) ADJUSTMENTS TO PARKING & ! ss K / v �- ,! °� ! w v� v` .!'n!v 16 TO MARCH 14. i ELEC IKIL AL V A i ;!v % c r'� 3 4/10/13 RETAINING WALL ADJUSTMENTS TO PRV. SAN. SEW. STUB -OUT \s \ J 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO \ �\ P i PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO / :� OCCUPANCY ND SHRUBS THAT WILL MEET BOTH INSTALL PLANT MATERIAL PER THIS ISSUANCE OF A CERTIFICATE OF 2 3/5/14 MAi�HOLE FLOWLINES 1 3/3/14 ADDRESSING TDLR/TAS REVIEW COMMENTS •��.r' - •. v�� ,.%.-� , .- � ALL LANDSCAPING SHALL BE INSTALLED. j � V � 'v N 0 A ' \, ` �- - � _uE� \ j ARK DATE DESCRIPTION M.H. u w << f �. , Y✓<Y ° 'u�, f 1 OLP 12. ALL NEW PLANT MATERIAL SHALL MEET THE LATEST REQUIREMENTS OF THE APAEP.ICAN (ANSI Z60:1). .--S 42 0'3 W \ \ cam\ \ / % _.,-- 'ter ,u \ • II / 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING ,�� - �E- - o , - , 7.35 '�j \ ELECTRICAL \ STANDARD FOP. NURSERY STOCK PLANTING. SUBSTANTIALLY'�j/� MPLE"I N. i - p 5� \ I1� ELECTRICAL 14. ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH THE TREE TECHNICAL MA 'v, "� / ` _ r� r'Ire \` \ ,' / , Ai PANELS R=1��•OQ' \ BOX / PLANTED TREES." ONLY BROKEN, DISEASED OR RUBBING LIMBS SHALL BE PRUNED AlPLANTING; \ E{I nit OVERi nnr UAL, SECTION 3.8 "PRUNING NEWLY PRUNING TO GENERALLY ISSUED FOR n a REDUCE o rZ �` • • PROPOSED i D=5747' 1 7" \ LP ® Rtvut c Int V VCICHLL urcvvJN IS NOT PERMITTED. AY AREA REMOVED •�� / ° .' ! 10' P.U.E \ FL00 W0 " 6,�J �� i A=1 \ ! \ 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED FROM LANDSCAPE / f , s, \ / AND GROWING CONDITIONS, THE ROOT FLARES ON ALL TREES THE LOCATION WHERE THI CALCULATIONS (1,828 SQ.FT.) • ° / ty9 mss CHD B=5 1-15 45 E \ BE VISIBLE AFTER PLANTING IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION • /\. • �� f CHD =1 .03 \ RADE, AS BORN TO PREVIOUS GRADE E TRUNK AND ROOTS MEET SHOULD 3.7.6. ) �� N ;r 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. \ �a �� ® �a \ r v, • •�• ��" GA�RISER 0 PRIOR TO PLANT INSTALLATION AND J 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES / LP. / % \ \ 1 SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. \ `\`ire` ' z DETENTION POND i\r I � � „� % v / 18. BACKFILL AND TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED • • \ PLANTS. AVERAGE MIXTURE SHALL CONSIST OF A SANDY LOAM SOIL WITH A MINIMUM ORGANIC FOR BACKFILLING ALL PITS FOR MATTER CONTENT OF 50%.. 41 / 5/8'` I.R. i, Y j �A�C. �� "�' „ r / • a ` j/ \ 19. ALL NEW PLANT MATERIAL SHALL BE PLANTED AND MAINTAINED IN ACCORDANCI AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE, SHRUB, AND 0TH / WITH THE LATEST EDITION OF THE WOODY PLANT MAINTENANCE (ANSI \ Y\`•= ` /w" \` •�p -' \=\ �A 6). J ,s / A300 PARTS 1 THROUGH / 9j � S 84 52 09 W / W. M. • s _ / 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3" LAYER OF HARDWO .�0'18.88' O D BARK MULCH (UNLESS OTHERWISE f t ^6 SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO RE AIN, TYPICAL. 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE / + /\ • • • • f \\ • • !� 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO "= ��c ALL MUTLI-STEM PLANTS MUST PLAN. BACKF1LLfNG PLANTING PIT, AND THE • /� T \ TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT BALL. \ PROPOSED • (1 Q� /, ,/ /b / % .ti ;a:c�`s.r.. � -:<. \\. ° `.. !/ ter" +I �f_ ....__..__._.._ _. _ _ .. .. .. ..-� r r. .. r _ _ 210, r . _ .. _ .tee.: __ -. -- _ � _.-_.. _.. _-_..._- - _._ _._:__- _ _ __--__ - � _. _...- __. ___....-�.��..-.<a...... _:._. :.... - - .. ... - _. - OI�E I1II�I�Cv�,Iv rLAC \ -1�h_ Qp z ,/ \ GT ' �Y\� \{�� fr Z23. THE LOT 1 BLOCK 1 \\ O 4 i \\ \ (` �Owo .j cr MANUAL GUIDEUNESPEREGOARD NGTOLANDSCAPINOMP�EE PLANTING AND IRRIGATION.DES;" OR VOLUME 690, PAGE 175 10' WATER LINE ESMT.-�� \\ / °O �? • •�" \ �r , , 24. IT IS THE RESPONSIBILITY OF CAPE' CONTRACTOR TO ESTABLISH A HEALTHY THE LANDS INANCES, AND THE TREE TECHNICAL STAND OF GRASS ON ALL SEEDED - -- LP ,a (690/175) \ + VA NOW OR FORMERLY VA !` q Jiy� �, • , AA - �� ♦ AREAS. _ ,dp, 6, A, v 4'F�� 2 -WATER OAKS \% �/ EXISTING A ! �' CEDAR 2012 APARTMENT INVESTMENT LLC o i 1A A ;-� - � -c\. _ - /r T..� EVENT V "" ��, ° r L.S. IN THE EVEN t t HA t PLANTING BEDS AND MULCH ARE REQUIRED., THE .LANDSCAPE VOLUME 10705, PAGE 79 HIGH WOOD \ , 3 \\\ f �' f� >2 CALIPER) IN j" -� \\ f"f. THAT '\ o \\ LELECTRICAL / FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. ' . �Pv� ` �, h � \ � 6x6 TREE WELL , i . • \\ \ STUB -OUT �= ZONED R-4 10' P.U.E. \ \ ! • • f - @ 30' SPACING \\ \\ / '.'Y �/ 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WA'T'ERING AND TH \ \\ CONTRACTOR SHALL INSTALL BLACK MAINTENANCE OF ALL LANDSCAPED O t- W v `� PROPO ED a` (3490/269) ^6 AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE G 15' P.Y.E. l THAT THE FACILITY TO THE PUBLIC FOR BUSINESS. ASS AND SHRUBS, OR (ii) THE DATE ��, !`� _ - I 0- 27. NO TREE SHALL BE PLANTED CLOSER THAN 5 FEET TO AN UNDERGROUND UTILITY LARGE TREE SHALL BE CLOSER THAN 15 LINEAR FEET FROM AN OVERHEAD UTILITY. N / \ ' CLOSER THAN FOUR FEET TO IMPERVIOUS COVER., AND NO SMALL TREE SHALL BE CLO BUFFER YARD (7,173 SQFT, NOT \ ` \\\\ r4 I�� COVER (AS MEASURED FROM THE BASE OF THE TREE). OR WATER LINE, AND NO MEDIUM OR LARGE OR MEDIUM TREE SHALL BE ER THAN THREE FEE TO IMPERVIOUS w O J J j Q �- m W //\� INCLUDED IN LANDSCAPE CALCULATIONS) _ \\\ �� ° _ / / \\ �40 / \ �\ t �- D ~ ® 16 -LIVE OAKS (40 GALLON) @ 25 O.C. -� \ V , {° / / •® 28. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (DOSE \ c o {J REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, ROCK NOT PERMITTED), OR A THE PARKING LOT SET BACK, W } < I- P� � 26 -CREPE MYRTLE (COUNTRY RED -CLUSTERS OF 2) \\\ // / / / �•(� RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. + \\ II `� / C � W Z. LL �I �-^ _j _j O !� U + \\ I/ // , o LANDSCAPE SCHEDULE `�� LA 0 d 1 N Z \ SYMBOL 8t LINE LEGEND W.M.° �H. \` _ II //i �\�. \\ '`` _i# Ut / dae► / \ / SYMBOL ivU. Ur SIZE BOTANICAL COMMON TYPE OPP POWER POLE c.V. •.� , = = = � _- ,�� \ PLANTS NAME - , NAME LP LIGHT POLE / `� + _ - ° • .� \\ /rvY.,. �, ., _L ; .:° » 9WV f ; % =; = # " { �\ v E. 8 2.1 - 3.4 QUERCUS WATER CANOPY L� J W `[ Z D z m J O Q 0 _1 \ U Ll) Q O NOTES POINTS , 25 MIN. SPACING 40 GALLON 1200 WATER VALVE f - �) . ate ` \ p CABLE BOX CALIPER NIGRA OAK TREE ®WM WATER METER /� M. �. �� EXISTING 8' \ CALIPER WATER LINE \\ I - J` ��"'"�. ULMUS (150 PNTS.) _. ((� m {f r� s-0 t jti , ,3 � I' t h, 25 MIN. SPACING, QBFP BACK W / / _ .\ i �'' » " FLO PRE JENTOR _ QET ELECTRICAL TRANSFORMER 1RR1GAl10N NOTES: /� �5 .�1 Y ` 1/2' I.R.F. \ R=656.00' .. • t g �'I '�'� PARVIFOLIA LACEBARK CANOPY PB / ELECTRICAL (BENT) ' CALIPER SEMPERVIROUS ELM TREE RE] ELECTRICAL PULL BOX f -F \ : ; � D=62'12 41 STUB- T •/ „ 1 10' P.U.E. OEM ELECTRICAL METER 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE �\ s » » (3490/269) f A=712.28 2.1 - 3.4 TAXODIUM BALD CANOPY 40 GALLON (150 PLATS.) 1350 r l HET" r �� 4 - 1_ s `(�yI" ',, � $ •�vk"Al vo�' 1 ' ZO MSN. SPACING ®GM GAS METER INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. � S� 3 THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO \ 2S BUF.fz•ER YSCRD �p \%` / ' CALIPER DIS11CHUM CYPRESS TREE � � T=395.81 30 GALLON 150 PLATS. ( ) 450 � JUN 0-4 2014 � �p MH MANHOLE � � f\ / ISSUANCE OF CoCS-CERTIFICATION OF COMPLETION. \(, /// / /(3490/ 269` �, + � ,� r ,,, ,,�,.�,� ,•» ,,,�� 0C.D. CLEANOUT J / -� r EXISTING 16" L;HUKU=a I f.t5u > 2S" / LAGERSTROEMI CREPE NON -CANOPY ° FH 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A \ / 15' P.U.E\ u WATER LINE 33 CALIPER FIRE HYDRANT / BEAR=S 10 4819 W INDICA MYRTLE TREE L{ _ D �T 4 r asp , , gl SERVICES, E E,�OP It E I R ICES, 15 GALLON (40 PNTS.) 1320 T' PRESSURE VACUUM BREAKER, A REDUCED PRESSURE \� (2251;329) !r= /' / (ALL CANES)ng.r ®TP TELEPHONE PEDESTAL PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK ,j� �` + A J / GULF Al AREA INLET FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. / J "'r EXISTING 6" \ ATMOS GAS MUHLENBERGIA �A}. / „�>., L � F l�`�'�'1`�'_"`Z 4' SPACING » CLIENT INFORMATION SANITARY SEWER RISER 157 5 GALLON MUHLY SHRUB / C*'l ®O JB JUNCTION BOX '9 ��+ / CAPILARIS (18 HEIGHT) 1570 1/` 3. ALL BACK FL0:4' DEVICES MUST BE INSTALLED AND TESTED \ t' ALLtY tSNI i. - \/ J %PIV POST INDICTOR VALVE UPON INSTALLATION AS PER CITY ORDINANCE 2394. / y ,r`1'O�\ QT �� (2251/329) �/- ss� » " CURB INLET o �i s, y ,,,a� 1 IRRIGATION METER 16 > 2,1 QUERCUS LIVE CANOPY --�- PROPERTY UNE 4. INSTILLATION PVC (sCH 40) SLEEVING SHALL BE ,�c�,o c \3�`' w/1.5» TAP + CALIPER VIRGINIANA OAK TREE "'fid, 'Aq� F3 r 3 TEXAS HOTEL MANAGEMENT, LP c o SALIM iSMAIL P o. Box 2864 BRYAN, TX 77805 ' 25 MIN. SPACING 40 GALLON BUFFER YARD 15 GALLON BUFFER YARD -------- EASEMENT LINE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING » \ > Ilu = SCUD SOD AREAS SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR Opti G o�F��1 \ 9 F/2" JAR F. / f > 1.25 LAGERSTROEMI CREPE NON -CANOPY / CALIPER SIDEWALK WHERE APPLICABLE. �Q, q�,-�' (BENT) 26 MYRTLE PH: (979) 574-3501 EMAIL: sismai11O04©hotmail.com !!'� TIF 419 BERMUDA r., , „. INDICA TREE Ta/iLL CANES) COMMON BERMUDA 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN SEEDED AREAS IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE f FILENAME: 0477LPlA SCALE: 1"=,30' SUBMITTED DATE:11/6/13, 12/2/13 / SITE AREA METHOD: FRONTAGE TREES: PLAN NOTES: IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER ss SITE AREA=2.090 acres or 91,041 sqft. LINCOLN AVE. - COLLECTOR NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND 6' HIGH BUFFER WALL �/� q 253- L.F. FRO COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE �' �� • �� , ,► �� FLOODWAY ac BUFFER YARD REMOVAL AREA=14,836 s ft. 1. REFER TO SHEET COA & CO.2 kLUt AICU I I Urr 219 L ESTABLISHMENT AND GROWTH OF PLANTINGS. '�a/ 76,205 @ 60 STREET @ 32' SPC: TAGE (-34 L.F. OF DRIVEWAY f. FRONTAGE/32 = 6.8 TREE DRAWN BY: R.A.M. CHECKED BY: R.A M. FIELD BOOK_ N/A PAGES: N/A sqft. pnts./1000 sgft.: PROPERTY LINE / FOR UTILITY AND MISC. ) / ^6 (76,205/1000 x 30 x 2) = 4,572 pnts. REQUIRED = 6.8 TREES PROVIDED = 11 TREES RME CONSULTING ENGINEERS CONSTRUCTION NOTES. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING (x2 PER SIZE OF PLOT PLAN) REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION STREETSCAPE: I'18 CANOPY & 6NON-CANOPY ) CLIENT NO. PROJECT NO. ;, `•jam �� _ /� �� AS DIRECTED BY THE DEVELOPER. ADDITIONAL 2. REFER TO SHEET C1.1 FOR � C! _ OVERALL SITE LAYOUT. n SHALL �, ... r LINCOLN AVENUE - 253 L.F. ( 34 L.F. OF DRIVEWAY) CANOPY REQUIREMENTS: 7. THE LANDSCAPE CONTRACTOR SHALL iNSIALL AN / � 300 pnts./50 L.F.of frontage: 50% CANOPY TREES: IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL / p / 6 /300 x 5253-342 50 = 1,314 pnts. 3. REFER TO SHEET L2.0 FOR JURISDICTIONAL REQUIREMENTS SHALL BE SUFFICIENT TO / / ( Z S/ ) P (5,886 x 50%) = 2,943 pnts. REQUIRED = 2,943 pnts. j j Ll OR PROVIDED = 3,000 Ants. m VARIOUS LANDSCAPING & IRRIGATION PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS DETAILS. LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO / TOTAL LANDSCAPE POINTS REQUIRED = 5,886 pets. THE PARKING LOT. TOTAL LANDSCAPE POINTS PROVIDED = 5,890 pnts. SHEET 140F 15 lab M.H. t A.I. ' ' e ten' nnnrn-rr nnnrnn� , L.P. , .t ALOFT HOTEL WHEELER SUBDIVISION - - _. WHEELER SUBDIVISION ,,, rtt, A , t A I,tJJ - PHASE TWO ESMT. (3314/145) _ k \ ` �I L.P. 1150 UNIVERSITY DRIVE _ f (1LOT 1 R, BLOCK 1 PUBLIC ACCESS T LP. O COLLEGE STATION, TEXAS VOLUME 3490, PAGE 269 ESMT. (3490/269) \ \ / a OO (2.40 ACRES) TER V LT u C.o. 3800 S.H. No. 6 SOUTH STE. 108G <77845 N NOW OR FORMERLY , M.H. / /j GREASE TRAP ( I N .S KYLE LEGENDS I LP w•M• G.V. �� r POST OFFICE BOX 9253 PLAleT VOLUME 5682, PAGE 291 ,/fj ® �: - A1__.__ _ ) COLLEGE STATION, TEXAS 77842 NORTHZONED: C-1 w OVERLAY F'"' \-v W.M. _ ` - �� EMAIL: civil@rmengineer.com 20' SANITARY SEWER / O ❑ OFFICE 0704704 0 30 60 ESMT. (399/590) / / \� / GASB p�M H GA F.D.C. "P �--- _ (' OELP ? 30 TEXAS FIRM REGISTRATION No. F-4695 / \ RISERSUR�' v r yG YOR SCALE: 1" = 30' / / / 1 L ICAL I �\ K RRVS SURVEYING, LLC TRANSFORMER 15' P.U.E. I �•' j%X" MARKED, �` I � 409 NORTH TEXAS AVENUE / M.H. / IN CONCRETE / of 2154 BRYAN, TX 77803 ,,10� -t. OFF: (979) 268-3195 '( S'T'OP/ / G9RISER (3490/26W t i ' 6 FAX: (979) 691-8904 CALL BEFORE YOU DIG / / L.P. / / / / SS % \ EASEMENT STAR GAS TEXAS ONE CALL SYSTBI / 0. �/ �ls. (61 5) -RELEASE s U 1-800-245-4545 1 RECORDS PER PLA (AT LEAST 72 HOURS PRIOR TO DIGGING) 1 BARNINGI I: THE CONTRACTOR IS TO LOCATE ANY AND ALL IIIILITICS M.H 269 PRIOR TO C-0IISTRUG'fI04 AND IS SOLELY RCSPONSIBLE PDR ALL �AdAGPS � / / ) TO EYISTING UTILITICS DUE TO ANY ION ACTIVITY. // /� ; LP. 61J // �+ r� 2.00' j I� � ---_ ELECTRICAL i . _ . ( F tl P 0 1STUB-OUT CIVIL SITE NOTES: Lp C 4 %, 1. PORTIONS OF THIS SITE LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY FEMA P V 74 SS �9 r8, `,� /'. �? FIRM COMMUNITY N0. 480083 PANEL N0. 0215 E WITH AN EFFECTIVE DATE OF MAY 16 2012. MARK DATE DESCRIPTION / =ryRF 1 ANE o x r uE u>y\ o L P. / o < 1`6 ;;. c.As 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI I>cv ' `,� �� s 42 0 3 w \ / \�� + �- STANDARDS. SUBSTANTIALLY! '�"' � po, 17.35 1 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR COMPLETE CTRIC L \ ~ ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN c9 4 / fix,: ,-F': ANE _ , ELECTRICAL 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS Al , R-153.00 j BOY. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A ISSUED E�� D=52'47 » �\, A LP / �' UNIFIED APPEARANCE. CONSTRUCTION �. ��, �;- s s A=1 \ \ 1 / ��0 g} �� s 14 id \ 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR 12 ��11 ?S icy ♦ CHD B=S 54.5 E / O `� STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR g 00,Tom^ O •_ / ♦ DETENTION POND CHD =1 .O3' \ NATURAL CONCRETE COLORS ARE NOT PERMITTED. \ \ 17 �9``'`` r•1 �� - ' 6�-Q. _ = ♦ r / 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. CONSTRUCTION DRAWINGS \ \ ' =e� 15 G� � ♦ Q P / %, 1 GAS RISER 6. 100 COVERAGE OF GROUND COVER, DECORATIVE PAVINGDECORATIVE ROCK LOOSE ROCK NOT DATE ARE RISSUED EP LACED OR TO HBY IS0 4i O _ �i r \ ,( PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE 18 0% AREAS THE PARKING OT SERIGHT-OF-WAY,AND DJACENT PROPERTY DISTURBED DURING THIS SET &SHOULD NOT / L T BACK, N F 1 mBE USED FOR 62 ` y. �/ '9 S �/ % h'F 8 \ CONSTRUCTION. � ti CONSTRUCTION. �oFo �',� ti rod. /� 5/8 I.R.F. c) 7. l 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 7d% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. R25 00 ' sttKC � - �h J f »/ / r SEE POOL p 1, S• v r 4 W.M. A PARKING SETBACK VARIANCE WAS GRANTED BY THE ZONE G BOARD OF ADJUSTMENTS (CASE FILE r* T � *Al «_ CONTRACTOR FOR �O�SP- ��j. ' m ��F S 84"52'09 W f'O. 05-214). THIS VARIANCE ALLOWS A 10' PARKING SETBACK INSTEAD OF 20' ALONG LINCOLN o •, -' t SITE, PLUMBING, A T „_ _ T r •i h �` �YF 18.88 AVENUE WITHIN THE UNIVERSITY DRIVE OVERLAY CORRIDOR. RA A _METCA69 t ✓ Y f ' ' y ELECTRIC. SECURITY _ •-; 54 i i, AS r 12 ,< ti hT FENCING ETC... L o i / - _ 805;4%1 lite.+ iC �y ,9 16 yy= \ , J 9 ALL ON-SITE DETENTION IS PROVIDED FOR WITH THE XISTING DETENTION FACILITY FOR THIS r10 Ail. ♦ /; '��F = ' F �, = I PROPOSED DEVELOPMENT. 'V ♦ \ yF PROPOSED/_ tatt s/ ,.t ,...., u, Y. r, ,f I O -0 Ei 'ry9 } ,S 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONT INMENT AND PROPER DISPOSAL OF ALL / \�C:�` T h �9y EL CT ICAL ALL MEANS S9 �`: S .r F LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT TIE CONTRACTOR SHALL USE \ ti o pF"v v SSS = yS B-. UT T- r / NECESSARY TO PREVENT -THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. oj. ij,. w: 8 oo 11. THE CONTRACTOR ,SHALL BE REQUIRED TO PROVIDE CO TAINMENT FOR WASTE PRIOR TO AND ♦� `'tiF -.. O _. �_•. DURING DEMOLITION CONSTRUCTION: SOLID WASTE ROLL -OF BOXES METAL DU P 10 WATER / / M STERS SHALL BE LINE ESMT. "- mop SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. (690/175) \ So lS. y.. ��'LP. o �Fq 2 12. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUT A COOS PUBLIC WORKS - SANITATION EXISTING 6 \ r9 e/� (979-764-3841) FOR FIELD VERIFICATION PRIOR TO FORMING AOR PLACEMENT OF CONCRETE FOR HIGH WOOD 9• ♦ \\ 8J FCZy� ��`? 5.. `� r 43 11 ZONA°,:,ZONED'• C�1 ?�y wM M^0) / ONE LINCOLN PLACE FENCEcv cs / LOT 1, BLOCK 1 VOLUME 690, PAGE 175 10' P.U.E. T� \ O' 9 �a'`L _ .• PROPOSED AI �O 3 T'S''s'O`''9S , " v v (3490/269) ♦ �� 'yE 34 6 15' P. 9 9 _ ,. OFA � Q� Q4 NOW OR FORMERLY \ ♦ �\ / �y _ . CEDAR 2012 APARTMENT INVESTMENT LLC a c, j ° z�� R25.v0 • j VOLUME 10705, PAGE 79 yF O 0`1' so.FT ZONED: R-4 � �F < 5 • f V/Q VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER m UJ `� ♦ m �� 4 � � / �� AND COMMERCIAL WASTEWATER BY DEFINITION. F_ 35 �4'F '� F z-� & �O _ \ �`�tF 4 '�3'� .,�0 <` Zc��,� / �`�' �,`�� Q _ SYMBOL & LINE LEGEND w a <[ .._ ,- - �� F� �. 1 1 �• I 15. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE W = CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60 o - T =' ��^� 2 ��' SPP POWER POLE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S ~ /� J ' EXISTING 6' S \' ' \ ;,_ `ti F. r`9' w fl ` �`P �� 6 / INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING L I W o INTERVALS AND AT ALL RADIUS POINTS, P.C. S, P.T. S. w `° +SJ\ �G �� 0�` = - 2 Oo SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH T E UNIFIED DEVELOPMENT ORDINANCE. � _ CONSTRUCTION JOINTS SHALL BE PLACED AT 20' "I°" WO°D ♦ \ - o - �.QQ %, LP LIGHT POLE � o i'- W v FENCE g Mwv WATER VALVE r LL �" cn INTERVALS. �F �' 8 �3 W o W.M.yF`I' "° SO 14 ,: ®WM WATER METER 16. EXTERIOR BUILDING. AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED O �► �► ^ I N 1l 1$4 ro \ \ / / n_ BFP RdC`kFl !1W PRFVFNTnR DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PR JECT BELOW AN OPAQUE HOUSING AND J V Q 4» R - F.H. v ` \ �i" 22 ss3 �� `^ / "ET NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. �IXTURES WILL BE MOUNTED IN SUCH A > m l ® ELECTRICAL TRANSFORMER MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. O 6" / 1d ♦ ti �y `''` sa•Fr ., oo ❑PB ELECTRICAL PULL BOX gyp 9 15 _ a `c- CABLE BOX M R METER LOWED ON SITE UNTIL AL - EATH ROA ')RANTS _ e ELECTRICAL FIRE DEPARTMENT SECTION OF NOTES: U ®GM GAS METE 17 NO COMBUSTIBLES WILL BE AL L' W ER D� O 3" O 7 V(p OO MH MANHOLE �'�HAVE BEEN ACCEPTED BY THE CITY. m "' � i 1/2" I.R.F. ' �c•o• CLEANOUT 18. THE BUILDING SHALL BE EQUIPPED WITH A "Kh" = ITS N S' �a R=656.00 , a ELECTRICAL 6 7 �: `b O (BENT) , „ 4FH FIRE HYDRANT ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A fes' FDC ~ CV .. `. / _ ` / / / STUB nT mac\ +� Z ��ws 10' P.U.E. 41 GAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEQ � ' �- ` ' - � ' ' _ O _ PEDESTAL d - - ED � D 62'12 ®TP TELEPHONE P - ,•'�a.. ;-_--. � ` \ ��9c� =� V (3490/269) A=712.28' // _ Al AREA INLET BU ER RD s 19. THE FIRE SUPPRESSION LINE SHALL HAVE A HE ;/'30' \ T-395.81 B JUNCTION BOX LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL56 /(3490/269 \ ♦ 13 21 / k;muKU=b ! /.t$U m PIV PUS I INDIG I OR VALVE ' �a15' P.U.E� FH 1 \ .� BEAR=S 1048'19" W _ PROPERTY LINE (2251 /329) CURB INLET 3,. PAVEMENT � •�' � �.- REINFORCEMENT 10~ ATMos GAS -------- EASEMENT LINE SITE # LE Q 1�%" PUBLIC ACCESS & UTILITY CLIENT INFORMATION a - #4 BARS ,9y o` lJ� 8 ♦ RISER � VIEWED O /� G _ . l , \ ® _ EASEMENT (PAE) COMMERCIAL DRIVEWAY ENTRANCE, SEE TEXAS HOTEL MANAGEMENT, LP TYPE IA -MONOLITHIC � 4� �'F <0 V ALLEY ESM I• \ 1S Gv � na nab " ' i" `' ` 0B CS DETAIL ST2-03 1 : o SALIM ISMAIL .n o�y �� ' (2251/.329) j �' t,, „� > ` PUBLIC UTILITY EASEMENT (PUE) / / F 1110 LP ,`� (fie ��.•c. es �'<_: �� ....�.� _ ; .o. BOX 2864 2 6' SIDEWALK AMBULATORY RAMP, SEE 11 CYAN, TX 77805 CONCRETE CURB �c CUTTER `�� F ��' 3 0 2014 PLAN NOTES: ® B/CS DETAIL SW3-04 v PH: 979 574-3501 6 3 LA TE ( ) N.T.S. ��iy G A� ��! �'9 \ , �' �� EMAIL: sismaill004@hotmall.com F Q F -E- r I TYPICAL FIRE LANE SIGN D w/8' HIGH 1 DCCCD _rn CLICCTC rlrN 1 P, rrn r) O• �''� " ` \�i� �..F «, Et ` `\ �' y9 1 1. 1\LI LI\ IV JIILI_iJ vv.I cx. vv.� NOTE #12) FILENAME: 0477SP1A SCALE: 1"=30' 012 NING FENCE (SEE CIVIL DEV CL } ' 7 , �2 FOR SITE, PARKING, AND MISC. '� 7a'rY 1/2" I.R.F. P-1 y:_ - -_ CONSTRUCTION NOTES. TYPICAL FIRE LANE STRIPING H/C ACCESSIBLE RAMP w/HAND RAILS SUBMITTED DATE: 11/6/13, 12/2/13 PROPERTY INFORMATION PARKING ANALYSIS' (BENT)(BOTIa SIDES) WHEELER SUBDIVISION Y 2. REFER TO SHEET C1.4 FOR 5 TYPICAL 4" WHITE STRIPE DECORATIVE PAVING (REF. ARCHITECT DRAWN BY: R.A.M. CHECKED BY: R.A.M YFFnF' ADDITIONAL SITE PLAN DATA. 14 DRAWINGS FOR PATTERN &COLOR ,y 0o VI E i J ICI ANIS RFo IIRFMFNTS (AI OFT HnTF1 1• ) ORDINANCE: PROVIDED: �• • FIELD BOOK: N/A PAGES: N/A REGULAR = 75 SPACES / ' "'�"�'`""•"'�" �" -� ,.." V . `v. .` O TYPICAL TREE .WELL w/GRATE, SEE PHASE TWO HOTEL - 1 SPACE/BED 3. REFER TO SHEET C2.0 FOR SI DETAIL p THE 'SQUARE -FOOTAGE SHOWN AT INTERIOR END 6 15 H/C PARKING ROW, RAMP &SIGNS RME CONSULTING ENGINEERS I BLOCK 1, H/C = 4 SPACES / DETAIL SHEET L2.1 LOT 1 MEETING - 1 SPACE/200 S.F. LEASE AGREEMENT = 30 SPC & PARKING DETAILS. O ISLANDS INCLUDES THE REQUIRED AREA FOR CLIENT NO. PROJECT NO I CALLED: 6.07 ACRES 68 AVAILABLE 5PC FROM RED LOBSTER # SINGLE OR DOUBLE END ISLANDS. ONLY THE 7 AMBULATORY RAMP - TYPE 1ii REQUIRED: ( ) o 4. UNLESS OTHERWISE NOTED ALL 16 8 BAY BICYCLE PARKING AREA 281 - 0477 (VOL. 3490, PG. 269) TOTAL = 109 SPACES F -•-•I +I EXCESS AREA IS ILLUSTRATED BELOW. 105 BEDS = 105 SPACES j N C- , �� RADIUS ARE 4.0' ALONG THE BACK 8 NEW OR MODIFIED VERSA-LOK LIMESTONE BLOCK RETAINING WALL w/ NOW OR FORMERLY MEETING (620 S.F./200) = 3.1 SPACES INTERIOR PARKING = 27 SPACES OF CURB. RETAINING WALL 1� OR w/o PEDESTRIAN GUARDRAIL (SEE TEXAS HOTEL MANAGEMENT, L.P. TOTAL = 109 SPACES REQ'D INT. ISLAND AREA=(27/15x180)=324 e/cs DETAIL sw1-01) ! 5 _= - ILLUSTRATES ADA (VOL. 11084, PG. 237) / ; I t SQ.FT. 5' WIDE PEDESTRIAN CROSSWALK PEDESTRIAN RAIL (TxDOT DETAIL TYPE ZONED C-1 w OVERLAY CORRIDOR ` " " �' + PROVIDED INTERIOR ISLAND AREA = 786 SQ.FT. ACCESSIBLE PATH. STRIPING 18 PR2) 13 Zy2 /.: ,a_... , . -_ _.�...._w� PIR2) OF 15 �z�bZ�l3 k! Q ALL O DUMPSTER PADS. 13. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT OF SECTION 7.10 OF THE UNIFIED BELOW AN OPAQUE HOUSING AND W W Q X NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A > 2 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROS ANY PROPERTY LINE. C- Z z 13. THE INTENDED USE .FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. J 0 14. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR I 0 > Q f V/Q VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER m UJ `� ♦ m �� 4 � � / �� AND COMMERCIAL WASTEWATER BY DEFINITION. F_ 35 �4'F '� F z-� & �O _ \ �`�tF 4 '�3'� .,�0 <` Zc��,� / �`�' �,`�� Q _ SYMBOL & LINE LEGEND w a <[ .._ ,- - �� F� �. 1 1 �• I 15. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE W = CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60 o - T =' ��^� 2 ��' SPP POWER POLE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S ~ /� J ' EXISTING 6' S \' ' \ ;,_ `ti F. r`9' w fl ` �`P �� 6 / INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING L I W o INTERVALS AND AT ALL RADIUS POINTS, P.C. S, P.T. S. w `° +SJ\ �G �� 0�` = - 2 Oo SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH T E UNIFIED DEVELOPMENT ORDINANCE. � _ CONSTRUCTION JOINTS SHALL BE PLACED AT 20' "I°" WO°D ♦ \ - o - �.QQ %, LP LIGHT POLE � o i'- W v FENCE g Mwv WATER VALVE r LL �" cn INTERVALS. �F �' 8 �3 W o W.M.yF`I' "° SO 14 ,: ®WM WATER METER 16. EXTERIOR BUILDING. AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED O �► �► ^ I N 1l 1$4 ro \ \ / / n_ BFP RdC`kFl !1W PRFVFNTnR DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PR JECT BELOW AN OPAQUE HOUSING AND J V Q 4» R - F.H. v ` \ �i" 22 ss3 �� `^ / "ET NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. �IXTURES WILL BE MOUNTED IN SUCH A > m l ® ELECTRICAL TRANSFORMER MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. O 6" / 1d ♦ ti �y `''` sa•Fr ., oo ❑PB ELECTRICAL PULL BOX gyp 9 15 _ a `c- CABLE BOX M R METER LOWED ON SITE UNTIL AL - EATH ROA ')RANTS _ e ELECTRICAL FIRE DEPARTMENT SECTION OF NOTES: U ®GM GAS METE 17 NO COMBUSTIBLES WILL BE AL L' W ER D� O 3" O 7 V(p OO MH MANHOLE �'�HAVE BEEN ACCEPTED BY THE CITY. m "' � i 1/2" I.R.F. ' �c•o• CLEANOUT 18. THE BUILDING SHALL BE EQUIPPED WITH A "Kh" = ITS N S' �a R=656.00 , a ELECTRICAL 6 7 �: `b O (BENT) , „ 4FH FIRE HYDRANT ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A fes' FDC ~ CV .. `. / _ ` / / / STUB nT mac\ +� Z ��ws 10' P.U.E. 41 GAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEQ � ' �- ` ' - � ' ' _ O _ PEDESTAL d - - ED � D 62'12 ®TP TELEPHONE P - ,•'�a.. ;-_--. � ` \ ��9c� =� V (3490/269) A=712.28' // _ Al AREA INLET BU ER RD s 19. THE FIRE SUPPRESSION LINE SHALL HAVE A HE ;/'30' \ T-395.81 B JUNCTION BOX LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL56 /(3490/269 \ ♦ 13 21 / k;muKU=b ! /.t$U m PIV PUS I INDIG I OR VALVE ' �a15' P.U.E� FH 1 \ .� BEAR=S 1048'19" W _ PROPERTY LINE (2251 /329) CURB INLET 3,. PAVEMENT � •�' � �.- REINFORCEMENT 10~ ATMos GAS -------- EASEMENT LINE SITE # LE Q 1�%" PUBLIC ACCESS & UTILITY CLIENT INFORMATION a - #4 BARS ,9y o` lJ� 8 ♦ RISER � VIEWED O /� G _ . l , \ ® _ EASEMENT (PAE) COMMERCIAL DRIVEWAY ENTRANCE, SEE TEXAS HOTEL MANAGEMENT, LP TYPE IA -MONOLITHIC � 4� �'F <0 V ALLEY ESM I• \ 1S Gv � na nab " ' i" `' ` 0B CS DETAIL ST2-03 1 : o SALIM ISMAIL .n o�y �� ' (2251/.329) j �' t,, „� > ` PUBLIC UTILITY EASEMENT (PUE) / / F 1110 LP ,`� (fie ��.•c. es �'<_: �� ....�.� _ ; .o. BOX 2864 2 6' SIDEWALK AMBULATORY RAMP, SEE 11 CYAN, TX 77805 CONCRETE CURB �c CUTTER `�� F ��' 3 0 2014 PLAN NOTES: ® B/CS DETAIL SW3-04 v PH: 979 574-3501 6 3 LA TE ( ) N.T.S. ��iy G A� ��! �'9 \ , �' �� EMAIL: sismaill004@hotmall.com F Q F -E- r I TYPICAL FIRE LANE SIGN D w/8' HIGH 1 DCCCD _rn CLICCTC rlrN 1 P, rrn r) O• �''� " ` \�i� �..F «, Et ` `\ �' y9 1 1. 1\LI LI\ IV JIILI_iJ vv.I cx. vv.� NOTE #12) FILENAME: 0477SP1A SCALE: 1"=30' 012 NING FENCE (SEE CIVIL DEV CL } ' 7 , �2 FOR SITE, PARKING, AND MISC. '� 7a'rY 1/2" I.R.F. P-1 y:_ - -_ CONSTRUCTION NOTES. TYPICAL FIRE LANE STRIPING H/C ACCESSIBLE RAMP w/HAND RAILS SUBMITTED DATE: 11/6/13, 12/2/13 PROPERTY INFORMATION PARKING ANALYSIS' (BENT)(BOTIa SIDES) WHEELER SUBDIVISION Y 2. REFER TO SHEET C1.4 FOR 5 TYPICAL 4" WHITE STRIPE DECORATIVE PAVING (REF. ARCHITECT DRAWN BY: R.A.M. CHECKED BY: R.A.M YFFnF' ADDITIONAL SITE PLAN DATA. 14 DRAWINGS FOR PATTERN &COLOR ,y 0o VI E i J ICI ANIS RFo IIRFMFNTS (AI OFT HnTF1 1• ) ORDINANCE: PROVIDED: �• • FIELD BOOK: N/A PAGES: N/A REGULAR = 75 SPACES / ' "'�"�'`""•"'�" �" -� ,.." V . `v. .` O TYPICAL TREE .WELL w/GRATE, SEE PHASE TWO HOTEL - 1 SPACE/BED 3. REFER TO SHEET C2.0 FOR SI DETAIL p THE 'SQUARE -FOOTAGE SHOWN AT INTERIOR END 6 15 H/C PARKING ROW, RAMP &SIGNS RME CONSULTING ENGINEERS I BLOCK 1, H/C = 4 SPACES / DETAIL SHEET L2.1 LOT 1 MEETING - 1 SPACE/200 S.F. LEASE AGREEMENT = 30 SPC & PARKING DETAILS. O ISLANDS INCLUDES THE REQUIRED AREA FOR CLIENT NO. PROJECT NO I CALLED: 6.07 ACRES 68 AVAILABLE 5PC FROM RED LOBSTER # SINGLE OR DOUBLE END ISLANDS. ONLY THE 7 AMBULATORY RAMP - TYPE 1ii REQUIRED: ( ) o 4. UNLESS OTHERWISE NOTED ALL 16 8 BAY BICYCLE PARKING AREA 281 - 0477 (VOL. 3490, PG. 269) TOTAL = 109 SPACES F -•-•I +I EXCESS AREA IS ILLUSTRATED BELOW. 105 BEDS = 105 SPACES j N C- , �� RADIUS ARE 4.0' ALONG THE BACK 8 NEW OR MODIFIED VERSA-LOK LIMESTONE BLOCK RETAINING WALL w/ NOW OR FORMERLY MEETING (620 S.F./200) = 3.1 SPACES INTERIOR PARKING = 27 SPACES OF CURB. RETAINING WALL 1� OR w/o PEDESTRIAN GUARDRAIL (SEE TEXAS HOTEL MANAGEMENT, L.P. TOTAL = 109 SPACES REQ'D INT. ISLAND AREA=(27/15x180)=324 e/cs DETAIL sw1-01) ! 5 _= - ILLUSTRATES ADA (VOL. 11084, PG. 237) / ; I t SQ.FT. 5' WIDE PEDESTRIAN CROSSWALK PEDESTRIAN RAIL (TxDOT DETAIL TYPE ZONED C-1 w OVERLAY CORRIDOR ` " " �' + PROVIDED INTERIOR ISLAND AREA = 786 SQ.FT. ACCESSIBLE PATH. STRIPING 18 PR2) 13 Zy2 /.: ,a_... , . -_ _.�...._w� PIR2) OF 15 �z�bZ�l3 k! Q \ LP. �i I}I CoCS ELECTRICAL NOTES: ��. nnn:n rr Annrnn ,� I. 1 { UTILITY LEGEND WHEELER SUBDIVISION P_RCI VA i t ACCESJ PHASE TWO ES T. (3314/145) LOT 1R BLOCK 1 PUBLIC ACCESS \ LP. �� / L.P. I {�I 1. REFER CoCS ELECTRICAL LAYOUT (ATTACHED n ' ESMT. (3490/269) \% �j j ` V WALL MOUNTED FDC VOLUME 3490, PAGE 269 / , ` TO THESE DRAWINGS) FOR ADDITIONAL (2.40 ACRES) WATER LINE \ / TER V LT � 2.5" DOMESTIC METER (( 2. THE CONTRACTOR SHALL INSTALL THE PRIMARY O' 1" IRRIGATION METER w/B.F.P. 800 S.H. No. 6 SOUTH, STE. 108G <77845 N NOW OR FORMERLY M H/ C.O. �j GREASE TRAP I 1 A ►� car I KYLE LEGENDS I LP w_M. G i / % - i I I AND SECONDARY ELECTRICAL CONDUIT PER COLLEGE OST OFFICE BOX 9253 pI,AN VOLUME 5682, PAGE 291 STATION UTILITIES (CSU) SPECIFICATIONS AND 3 CSU ELECTRIC PAD MOUNTED COLLEGE STATION, TEXAS 77842 t 17� 7�LT \ MAIL: civil men meer.com NdJlA11H F.H.cgs G.V W.M. w - { { DESIGN. TRANSFORMER g G.v. w - w - - _ (I OFFICE - (979) 7640704 20' SANITARY SEWER ss \ i� -SS w ` ` w - w 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO 4 ELECTRICAL METER (3000 AMP FAX - (979) 764-0704 O 30 60 ESMT. (399/590) / 12 \ GAS F.D.C. - - w _ w - iv I I I EXTEND ALL NEW CONDUIT FROM EXISTING STUBS OR O 480/277 VOLT - 3 PHASE) TEXAS FIRM REGISTRATION No. F-4695 RISER MIH' LP. - REMOVE & REPLACE EXISTING 6' W , �--1 - v. I I DESIGNATED TRANSFORMERS (OR OTHER EXISTING O HIGH SOLID WOOD FENCE (AS SURVEYOR SCALE: 1" = 30' �/ / / / P ELECTRICAL DEVICES). REQUIRED KERR SURVEYING, LLC MARKE TRANSFORMER 15' P.U.E. I ) } SAW -CUT, REMOVE & REPLACE 409 NORTH TEXAS AVENUE M.H. IN CONCRETE I \ 01 EXISTING CONCRETE PAVEMENT & BRYAN TX 77803 EXISTING 12" / / / I 4. THE CONTRACTOR SHALL INSTALL ALL ELECTRIC 0 CURB (6" THICK w#4 BARS ® 18" SANITARY SEWER / / / 10' P.U.E. ' f DEVICE PADS AND/OR FOOTINGS I.E. OFF: 979 268-3195 ` '349u'2o9• �` !{ I� t / ( O.C.E. W.) (AS REQUIRED} ( ) STOP! / y I G�RISER l / 1 ' IKANSFURMERS, PULL BOXES, ETC...) IN FAX: (979) 691-8904 ss 30' LONE STAR GAS II I ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN UTILITY DEMAND SUMMARY: CALL BEFORE YOU DIG L.P./ / S� / �\ I �� » EASEMENT i< TCY9S ONE, CALL SYSTEM / / "f EXISTING $ P lI DATA. 1-800-245-4545 / / s' B c SANITARY SR (61/655) -RELEASE 03 PEAK i\ RECORDS PER PLAT l�. (AT LEAST 72 HOURS PRIOR TO DIGGING) , ' \ \USE AVG: x4.0 RARNINGII: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES M H / / / I (3490/269) 11 5. THE CONTRACTOR SHALL INSTALL PULL BOXES IN PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES � '' ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN. SEW R (gpd) 63,000 252,000 TO E\1STING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. rr / LP. /i / �jI L \ 1' 1 PULL BOXES SHALL BE PROVIDED BY CSU. WA R (gpm) 90 360 01000*0''8 I �\ \ ! l; IRRIGATION ATION (gpm) 45 45 L.P. ' ll_ j ZD TYPICAL _ FIXED UTILITY DEMAND NOTES: j r^� \ \ l Z --, E BOLLARD -INSURE 1. PEAK WATER SHALL BE DETERMINED i ELEc.ImCAL \ �1. { �'' Q �:� PLACEMENT DOESN T BY THE BUILDING CODE - FIXTURE COUNT f-ISTUB-OUT CRs\ \ 1 CONFLICT W/OPERATION METH�iOD FOR THIS NEW HOTEL �¢s OF F.H. DEVELOPMENT. � 2. SANITARY SEWER AVERAGE DAILY ® LAYOUT .. ..1 FLOWI WAS DETERMINED BY LAND USE ARK DATE DESCRIPTION � � ) --�''\ ....-•-" / ` �L.P. � \ � t '('`j � 7a / DETERMINATION. \ cis \ 1 , �✓ G v in 3. IRRIGATION DEMAND IS THE PEAK \ _ _ s 42 0'3 » W \ \ \ �l�/ l Q w. SUBSTANTIALLY a / �l / Z DEMAND AT THE LARGEST ZONE. VERIFY PROPOSED / / \ 7.35 \ \ \ % J WITH IRRIGATOR COMPLETE / MH31 10' P.U. \ ELECTRICAL \ \ i ,, FIREI CODE: '' Qh / %'- 0 PANELS �I ELECTRICAL � �, N APPROXIMATE UTILITY s3 1L A.I. R=153.00' \ It _ _ ISSUED FOR \ / BOX TYPICAL FIRE ENTRY POINTS ILLUSTRATED �`' / . a LP 1. THE BUILDING WILL BE PROTECTED D=_52 4717 \ i HYDKAN I ASSEMBLY I REF. M.E:P. DRAWINGS '�� S2 $ S1 \ WITH AN AUTOMATIC FIRE SPRINKLER c�N��CT'� MH2 / a \ \ ♦ h� FOR EXACT LOCATION & `� / A=1 \ f SYSTEM. FIRE PROTECTION PER BUILDING SPECIFICATIONS , „ FIRE HYDRANT LEAD 3 IS AS NOTED ABOVE PER THE IFC (TABLE CHD B -S 1-15 45 E o \ 12 i2f13 1-8"X 6' (MJ) TEE / �q� $ a 8105.1 & C105.1). FIRE FLOW PER 1-8" MJ ISOLATION VALVE tl CHD =1 .03 \ BUILDING IS BASED ON SQUARE-FOOTAGES \ WITH A 50% REDUCTION (ACCOUNTING FOR CONSTRUCTION DRAWINGS s° w/AMPRO LOCKING LID (LL562)%r '' ® l I 6-, RISER rr FIRE ,SPRINKLER .SYSTEM). ISSUED PRIOR TO THIS 1-6 (MJ) GATE VALVE & BOX /�/ a DATE ARE REPLACED BY 1 -STANDARD FIRE HYDRANT FH 2 3 At It c Q DETENTION POND L.P. / F.H. #2 ( #) // II ��ps �� I/ \ \ \ j 2. SPRINKLER: 1 HR SPRINKLERED - / / NFP 13 w/2 HYDRANTS ® 2,125 GPM THIS SET &SHOULD NOTi / n Cos9�.9 (TOTAL) BE USED FOR 'vs Fas 1 CONSTRUCTION. \i I X41 F, ?_ / 5/8 I\ F, 10' E. 4 F R, ® \ FIRE HYDRANT 10' WATER\ (34 0/269)I i �� 1 rtA G s ` ` S 8452'09" W �% w.M. -` .� �2.0 9 _ SETTING ADJACEN T TO CURB LINE ESM T. F Q.<` _a y' (690/175)\ 11' f-18.88 �� j N.T.S. - RA f cru / 8 1-76 v L.F. OF 4" PVC ��i i 9 v \� f % § 88583 IV ._ 40) DOMESTIC SERVICEt� 0`- (Q 1-28 L.F. OF 8 PVC (C900, MH4 \ ja CL200 FIRE SUPPLY \ VA ' ,m PROPOSED S � S5 S \\\ TUB -OUT ,��' % 1f f! ff ff __ -- EXISTING \ �/ ` 20' P.U.E. �q \ S / /% i WATER LINE W1 WATER 1 N E W2 WOOD FENCE 1 a° 2 -\\ _ -_-- a' , N_. ` \ oGTo TO nI EXISTING 8" `.� � \ 1 \ \ Op \\\ �.� ONE LINCOLN PLACE WATER LINE �A00 \\ ` 2 S LP. F ! LOT 1, BLOCK 1 l VOLUME 690, PAGE 175 NOW OR FORMERLY \ 6 DETti \ \ I I CAUTION! i CEDAR 2012 APARTMENT INVESTMENT LLC VOLUME 10705, PAGE 79 \\ \\ \ \ \ UNDERGROUND GAS - \ `\ �� \ PROPo�ED �� EXERCISE EXTREME CAUTION \� TIE INTO EXISTING 8 WATER LINE 15' P. .E. TIE INTO EXISTING 8" WATER LINE x 1-8"x 8" (MJ) TEE / FOR ALL EXCAVATION NEAR TWIq i ITII ITY SYMBOL &LINE LEGEND 1-8"x 8" (MJ) TEE �� /' .. V, 22 LF. 1-8 (M J) GATE VALVE &BOX / � ' ' " ' , ' 2-8" (MJ) GATE VALVES & BOXES �o�% \\ � 6" of s" 1-6" (MJ) GATE VALVE & BOX � / SPP POWER POLE Ili F.H. t 22 LF. OF 8" PVC (C900. DR14) \ 69 L.F. OF 8" PVC C900, DR14 \\ 1 Try& 48 BURY �6 ,9 3x LP LIGHT POLE (48" BURY} ( ) �3 \ \ �' # _ ( ) \�i , , 4�4WV WATER VALVE IV \\ x 1-8"x 6" (MJ) REDUCER \ \ HO ®WM WATER METER Tnn r nr I t V(1n A 611 fm t nm 1 \ f aBFP BACKFLOW PREVENTOR 1-S I ANDAr�v r IRE n r ur�r�Iv 1 kr n �f l l ET ELECTRICAL TRANSFORMER PLAN NOTES: \ \ \�\ 6 mo P a ELECTRICAL PULL BOX 12EM ELECTRICAL METER 1. REFER TO SHEET C0.1 & C0.2 EDGM GAS METER FOR UTILITY AND MISC. W.M. MH MANHOLE CONSTRUCTION NOTES. <w F.H. OC.O. CLEANOUT 2. REFER TO SHEET C2.3 FOR / �FH FIRE .HYDRANT ♦ \ � ®�' TELEPHONE PEDESTAL UTILITY & MISCELLANEOUS �i CONSTRUCTION DESIGN & DETAILS. POWER POLE w/30 _-- `''M. \ �a EXISTING 8' \\\ CABLE BOX ❑ Al AREA INLET OF RIGID IMC CONDUIT \ r WATER LINE \\ o JB JUNCTION BOX ruR SERVICE / s 3. THE CONTRACTOR SHALL BE / / 1/2" I.R.F. ' ® PIV POST INDICTOR VALVE RESPONSIBLE TO ENSURE THAT ALL (BENT)R=656.00 CURB INLET EXISTING IMPROVEMENTS / ELC T -,WT (MANHOLE / STUB�,T � / � 10' P.U.E. D=fi2'12'41" ------- PROPERTY LINE LIDS, VAULTS, TRAFFIC BOXES, ETC...) I \ ss (3490/269) A=%12,28' -------- EASEMENT LINE ARE ADJUSTED SO THAT THEY ARE / �� BUF/�RD ' AI uc / % /(3490/26 \ ` i T=395.81 FLUSH WITH THE NEW S@EVV„�r�� \ / PROJECT BENCHMARK: GPS / F EXISTING 16" / Gt1Ut<U-b!l.iSU MONUMENT NO. 122 - ALUMINUM CAP AND PAVEMENT. \ \ %� / 15' P.U.E\� \ v WATER LINE �j BEAR=S 1048'19" W SET IN CONCRETE, STAMPED 4. UNLESS SPECIFICALLY IDENTIFIED �I� (2251/329) \ \/ / "COLLEGE STATION MON. 122, 1994. ALL TWO-WAY CLEANOUTS AT / /� EXISTING 6 \ ATMOS GAS f LOCATED ON THE EAST SIDE OF '�'}- / SANITARY SEWER RISER TIE INTO EXISTING 8" WATER LINE BUILDING ENTRY POINTS, SHALL BE q 0 UNIVERSITY BLVD. NEAR ITS 4, G� - �^ _Q"„ s2" AAA) WF MINIMUM OF 4.5 BELOW THE FINISH '0 F < V ALLEY ESMT. �•�, rs_a_ SOUTHWEST CORNER WITH TARROW / .��0/y\ ��' �� (2251/329) \ s\ 1-8" (MJ) GATE VALVE & BOX STREET. FLOOR ELEVATION. 0 (i s r",/, ' j A� � �Cq� \ \ LP / 1-6" (MJ) GATE VALVE &BOX (ECFV.=329.51' - NGVD 1929) 5. UNLESS SPECIFICALLY IDENTIFIED �� °�P� gOF3 1C \ / 22 L.F. OF 8" PVC (C900, DR14) ALL BEDDING OF UTILITIES SHALL BE -�' 1 s A� 4' �, 't/2" y>z F. (48" BURY) T.B.M. 11L: TOP NUT OF FIRE / q F.f- \ TYPE D IN NON-STRUCTURAL _ ` 0� � \ (BENT) ADJUST VALVE BOX 1-8"x 6 (MJ) REDUCER HYDRANT LOCATED ON THE NORTH / SIDE OF LINCOLN AVENUE. AREAS (SEE SHEET C2.3 FOR ,oq '� iso ,�G / �� mss LIDS FLUSH 1 -STANDARD FIRE HYDRANT (FH #1) APPROXIMATELY 55' WEST OF THE BEDDING/BACKFILL DETAILS). ��,'Ye C�F�` / ,� ` w/SIDEWALK PAVEMENT SOUTHWEST CORNER OF LOT 1, BLOCK \ PLACE METERS O / Lv P V T . aAIVI TAR Y S€W€R PIPE LEGEND `i 1 OF THE WHEELER SUBDIVISION, PHASE TWO 6. IRRIGATION SLEEVING SHALL BE COORDINATED ON-SITE WITH THE ' AT EDGE OF ` \ P.U.E. - AS IN, f NODE I.D. FROM NODE I.D. TO DIA. OR RISE (IN.) , �� - I (ELEV.=304.48') GENERAL CONTRACTOR. �� FARS RACT NODE TYPE _� X3 3 -I lb MH1 T.B.M. #2L TOP NUT OF FIRE 7. BACKFLOW PREVENTOR RISER, h ,6 J / 4.00 HYDRANT LOCATED AT THE FOR FIRE SPRINKLER SYSTEMS, IS MH1 Ini SOUTHEAST CORNER OF THE AMERISUITES HOTEL. APPROXIMATELY LOCATED IN THE BUILDING'S S2 w MH3 MECHANICAL CLOSEST. 30.63 1.00 60' NW OF THE SOUTHEAST CORNER 292.28 303 MH3 OF LOT 1R, BLOCK 1 OF THE 8. MANHOLES DESIGNATED AS "PRIVATE" / 16 1.00 WHEELER SUBDIVISION, PHASE TWO SHALL NOT HAVE CoCS / PRIVATE MANHOLE (ELEV.=295.08) MANHOLE LIDS. / DETAIL #1 / MH2 _001x uj ` ..._ �, Lv P V T . aAIVI TAR Y S€W€R PIPE LEGEND `i -Z W O PIPE I.Q. NODE I.D. FROM NODE I.D. TO DIA. OR RISE (IN.) LENGTH (FT) - I I W Ox -N m NODE I.D. NODE TYPE _� X3 3 -I S1 MH1 MH2 8 © 4.00 _ J = MH1 Ini w:2 RIM FLUSH w/PAVEMENT (SEE B/CS S1-00) S2 w MH3 I w 30.63 1.00 292.97 292.28 303 MH3 BLDG 6 12.21 1.00 292.38 292.50 MH2 PRIVATE MANHOLE 296.25 RIM FLUSH w/PAVEMENT S4 MH2 _001x uj 100.56 1.00 291.19 oQ .x00 < MH (WATER TIGHT) w/DROP CONN. X 00 -o LLI S5 MH4 BLDG 6 19.75 1.00 1 292.30 292.50 1 MH4 MANHOLE WATER TIGHT 295.20 Q I--�- -tn- _ _ - -- �x -00 -L1 _ H !/)-• tr! `- J Ann x --s-s_ _ I - x ��--- 300 ...:. o w _---------_-._-_ ¢ ----W-�aO- - PROPOSED Q I GRADE t- __ 297 297 z.. _ a---- -- EX -.-GROUND @-C L OF - /_LTE R `0d ` - PROPOSED GRADE_ 294 - - EX. GROUND APPROX. L r,..n,,,.,A-J - vON �_____ ._._ _- ®C/L OF _ p ? --- WATE R 8" WA R i INE____ _.__ ._ -_-___ . -ARRROX _LOCA I -ON _ __ _- __ __ -2; o -- --- 291 22 L.F. OF PVC (C-900, DR14) _ _ w/NON-STRUC TURAL. _... _._ BA CKFI LL 69 LF. OF 8" (C-900, DR14) PVC 288 w/STRUCTURAL _ . u ..__. _ .. __ _ _ BACKFILL _ _ 285 G7 O -Cl- - _---N - -N -J- I 404 282 404 0+00 0+30 0+00 0+30 0+60 Lv P V T . aAIVI TAR Y S€W€R PIPE LEGEND `i A# PVT. SANITARY SEWER Q JUNCTION LEGEND PIPE I.Q. NODE I.D. FROM NODE I.D. TO DIA. OR RISE (IN.) LENGTH (FT) SLOPE (7.) FLOWLINE DOWNSTREAM (FT.) FLOWLINE UPSTREAM (FT.) NODE I.D. NODE TYPE RIM/GRATE ELEVATION (FT.) ADDITIONAL NOTES S1 MH1 MH2 8 125.30 4.00 287.19 292.20 MH1 I PUBLIC MH (WATER TIGHT) w/DROP CONN. 292.35 RIM FLUSH w/PAVEMENT (SEE B/CS S1-00) S2 MH2 MH3 6 30.63 1.00 292.97 292.28 S3 MH3 BLDG 6 12.21 1.00 292.38 292.50 MH2 PRIVATE MANHOLE 296.25 RIM FLUSH w/PAVEMENT S4 MH2 MH4 6 100.56 1.00 291.19 292.20 1 MH3 MH (WATER TIGHT) w/DROP CONN. 296.15 RIM FLUSH w/PAVEMENT S5 MH4 BLDG 6 19.75 1.00 1 292.30 292.50 1 MH4 MANHOLE WATER TIGHT 295.20 RIM FLUSH w PAVEMENT I Z o _I w W" < i_ CL H o Z v) 1= 0 D CMD Lj = 1 u 0 LILj VJ W Q LL_LL- > � t„ L LJ CO ry O 0 1 Q- Q D Li.l z m W n -' o I- Lo 0 m N .l C N14 �A �#. E 4G, ,, ye,{ '�' a �a:;k ! �;xA �i'a6 amu'; /! Y'e. 4 C .Fir' .'S � j ENGINEERING CLIENT INFORMATION TEXAS HOTEL MANAGEMENT, LP c/o SALIM ISMAIL P.O. BOX 2864 BRYAN, TX 77805 PH (979) 574-3501 EMAIL: sismaill004@hotmaii.com FILENAME: 0477UPlA I SCALE: 1 "=30' SUBMITTED DATE: 11/6/13, 12/2/13 DRAWN BY: R.A.M. CHECKED BY: R.A.M FIELD BOOK: N/A PAGES: N/A Ij RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 281 - 0477 �I it SHEET 8 OF 15 ii LA DSCAPING NOTES: VvTMELER SUBDIVISION ,50 rm VA m Auur-33 AS PREPARED BY RME CONSULTING ENGINEERS (RMC). RME IS NEITHER A LICENSED 1. THE LANDSCAPE PLAN PRESENTED W Y PHASE TWO ESMT. (3314/145) & L.P. THE CITY OF COLLEGE tiew PUBLIC ACCESS T X LP. LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PUR OSE TO MEET LOT 1 R, BLOCK 1 STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN VOLUME 3490, PAGE 269 ESMT. (3490/269) zx SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 't, WATER LINE C.O. z TIES THE PLANT LIST. ANY z GREASE TRAP 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF Q,JANTI IN POST OFFICE BOX 9253 NOW OR FORMERLY A N LL BE BROUGHT TO THE ATTENTION OF THE G.v. DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHA KYLE LEGENDS I LP W.M. COLLEGE STATION, TEXAS 77842 INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. EMAIL: eivil@rmengineer.com PLAN VOLUME 5682, PAGE 291 C. ca v W.M. TIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN OFFICE - (979) 764-0704 NORTH 11 3. 100% COVERAGE OF GROUND COVER, DECORA a w w w PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BA 20' SANITARY SEWER SS w PROPERTY DISTURBED DURING CONSTRUCTION. TEXAS FIRM REGISTRATION No. F-4695 C= w M-IiH. TING SURVEYOR 0 30 60 # -OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXIS RISER ` M. 4. ANY ADJACENT PROPERTY AND RIGHT ELECTRICAL CONDITIONS OR BETTER. KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE SCALIE: 1" 30' TRANSFORMER MARKED, 01 TION SHALL BE PARKING� ISLANDS PRIOR TO PLACEMENT OF BRYAN, TX 77803 5. ALL CONSTRUC DEBRIS REMOVED FROM THE PROPOSED M.H. IN CONCRETE\ TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. EXISTING 12" OFF: (979) 268-3195 SANITARY SEWER FAX: (979) 691-8904 AD CENT SOIL. /3490 /269'% 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN 30' LONE STAR GAS THE 1 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOV 0e"<',6,c , ING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF L.P. EASMENT CALL BEFORE YOU DIG L.P. SOIL AMENDMENTS, AS NEEDED, IN 00 EXISTING I 'tV�ER (61 /655) -RELEASE THE PREPARED, GROUND COVER BEDS. 'all SANITARY S TEXCAS ONE, CALL SYST01 RECORDS PER PLAT (3490/269) 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) F[:0ODWXY AREA REMOVED CONTRACTOR IS TO LOCATEANYAND M1 UTILITIES FROM LANDSCAPE k WARNINGH: TUE -13-13 FERTILIZER AT THE LEM RESPONSIBLE FOR ALL &MLAGES OA, < \ ?/ I I 1',�IT r /I PRIO TO CONSTRUCTION M IS SO 9. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" BARK MUL H, AND 13 TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. L.P. CALCULATIONS (5,835 SQ.FT.) X' RATE OF 5 LBS./100 SQFT. OF BED AREA. i SEEDED WITH EITHER BERMUDA (2 LBS/1,000 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE `X �0 5 LB PER 1,000 SQ.FT.) FROM SEPTEMBER SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LB v\1 16 TO MARCH 14. A Xx)�Z MEET BOTH STUB -OUT 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES ND SHRUBS THAT WILL ATERIAL PER THIS MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT M P PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR ISSUANCE OF A CERTIFICATE OF V OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. DESCRIPTION v MARK DATE M. LP. 12. ALL NEW PLANT MATERIAL SHALL MEET THE, LATEST REQUIREMENTS OF THE AMERICAN STANDARD FOR NURSERY STOCK 70 __j (ANSI Z60-1). SUBSTANTIALLY:, 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 17.35' COMPLETE 14 ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH THE TREE TECHNICAL MA\IUAL, SECTION 3.8 "PRUNING NEWLY .01 ELECTRICAL ELECTRICAL PANELS R=153.00" BOX PLANTED TREES." ONLY BROKEN, DISEASED OR RUBBING LIMBS SHALL BE PRUNED Ar PLANTING; PRUNING TO GENERALLY ISSUED FOR N Iff REDUCE -1 HE `RALL CROWN IS NOT PERMITTED. 19� 11 1 'RADE, AS BORN TO PREVIOUS GRADE 10' P. U. E. 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED FLOO WAY AREA REMOVED A 1 TION WHERE THE TRUNK AND ROOTS MEET) SHOULD AND GROWING CONDITIONS, THE ROOT FLARES ON ALL TREES (THE LOCA 12/2"h/13 FROM LANDSCAPE HD B=5 1-15'45" E 0 BE VISIBLE AFTER PLANTING IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION 3.7.6. CALCULATIONS (1,828 SQ.FT.) 44 CHD =1 .03' 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. GIS_,RISER 17. THE TIES PRIOR TO PLANT INSTALLATION AND LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILI L.P. SHALL BE RESPONSIBIF FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. DETENTION POND 18. BACKFILL AND TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING ALL P TS FOR PLANTS. AVERAGE MIXTURE SHALL CONSIST OF A SANDY LOAM SOIL WITH A MINIMUM ORGANIC MATTER CONTENT OF 50%.. 11ON OF THE -\N, vr 19. ALL NEW PLANT MATERIAL SHALL BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDI AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE (ANSI A300 PARTS 1 THROUGH 6). 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3" LAYER OF HARDWOOD BARK MULCH (UNLESS OTH SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES.TO REMAIN, TYPICAL. 18.88 Its EES). ALL MUTLI-STEM PLANTS MUST 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR T6 BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM "THE ROOT BALL. PROPOSED "4 nn. nit -TECHNICAL 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE C ------ -ONE LINCOLN PLACE TI'N. -A if MANUAL GUIDELINES, REGARDING LANDSCAPING, TREE PLANTING AND IRRIGA 0 LOT 1, BLOCK 1 VOLUME 690, PAGE 175 10' WATER NlA HEAL HY STAND OF GRASS ON ALL SEEDED 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH LINE ESNA I. (690/175) 2 -WATER OAKS NOW OR FORMERLY CEDAR 2012 APARTMENT INVESTMENT LLC /Ay- 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAP CONTRACTOR SHALL INSTALL BLACK VOLUME 10705, PAGE 79 WOOD FENCE LELECTRICAL FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWT 6x6' TREE WELL -4 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND E MAINTENANCE OF ALL LANDSCAPED x < ZONED: R 0 30' SPACING 10' P.U.Ej�\ PROPO UBS, OR (ii) THE DATE > r Tih �ED AREAS UN11L THE LATER OF: (1) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHR THAT THE FACILITY TO THE PUBLIC FOR BUSINESS. OR WATER LINE, AND NO MEDIUM OR 27. NO TREE SHALL BE PLANTED CLOSER THAN 5 FEET TO AN UNDERGROUND U TILIT LARGE TREE SHALL BE CLOSER THAN 15 LINEAR FEET FROM AN OVERHEAD UTILITY. INO LARGE OR MEDIUM TREE SHALL BE CLOSER THAN FOUR FEET TO IMPERVIOUS COVER, AND NO SMALL TREE SHALL BE CLOSER THAN THREE FEE TO IMPERVIOUS > I Lr -:DL rS ( LL 5 n5 'CAS 0 (,T L A I PRIOR TO DIGGING) _ST 12 MORS W,IRNIII!! cANY AND UTILITIES COVER (AS MEASURED FROM THE BASE OF THE TREE). cn BUFFER YARD. (7,173 SQ.FT. NOT INCLUDED IN LANDSCAPE CALCULATIONS) 0 28. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROC OSE ROCK NOT PERMITTED), 9 -WATER OAKS (40 GALLON) @ 40' O.C. It fIMAC-S IC SWELLS AND DRAINAGE REAS, THE PARKING LOT SET BACK, x PERENNI A L REQUIRED IN PARKING LOT ISLANDS, TLE (COUNTRY RED -CLUSTERS %Sk RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. . t~,�^ SYMBOL & LINE LEGEND OPP POWER POLE )C(LP LIGHT POLE PAwV WATER VALVE Swm WATER METER NOTES POINTS FRIET ELECTRICAL TRANSFORMER QE1 PB ELECTRICAL PULL BOX t@ EM ELECTRICAL METER @Gm GAS METER OMH MANHOLE 0C.o. CLEANOUT 0�1 FH FIRE HYDRANT NTP TELEPHONE PEDESTAL F M Al AREA INLET mjB JUNCTION BOX S PIV POST INDICTOR VALVE CURB INLET PROPERTY LINE 10v 2.1 3.4" ULMUS PARVIFOLIA SOLID SOD AREAS CANOPY 25' MIN. SPACING 40 GALLON (TIF 419 BERMUDA) CALIPER COMMON BERMUDA ELM L J SEEDED AREAS PLAN NOTES: 8 1,0' FOR UTILITY AND misc. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.1 FOR OVERALL SITE LAYOUT. 3. REFER TO SHEET L2.0 FOR VARIOUS LANDSCAPING & IRRIGATION DISTICHUM CYPRESS \ -4uxPROPERTY LINE) E TI N G 8' CABLE BOX XIS WATER LINE . AN AUTOMATIC BE � STUB -PUT ,- 1A=71�28 INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. v / THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO o»��" ""_y� ' T=395.81 ISSUANCE OF CvC5-CERTIFICATION OF COMPLETION. / / y(5490/26eY`��°^_,~°=,~r ~ � ` ' .~. .,~...~ ,). . ..~.~ / " � ^` �� °�� 2. THE |RR|CA�ON SYSTEM MUST BE PROTECTED BY EITHER A ' / BEAR=S ^° ,~, ,~° ,~, ,, PRESSURE VACUUM BREAKER, A REDUCED PRESSURE ~/'(2251/329) PRINCIPLE BACK FLOW 0E\8CE, OR A DOUBLE CHECK BACK ` ATMOS GAS FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. SANITARY SEWER - RISER - �� ' J. ALL BACK FLOYYDENCEG MUST BE |NSTALLED AND TE3TED ' �� ES ML ' / UPON INSTALLATION AS PER QTY ORDINANCE 2394. /5�g) `` ` // ' ' tl 5" TAP 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE Z�l COORDINATED WITH THE CONTRACTOR AND ALL SLEEVlN� `�»_ `��~ \ SHALL EXTEND A MINIMUM OF 24^ PAST THE CURB OR \ ��r �� \'/2" ^�F. . '` ^`~ � ,.�' / SIDEWALK WHERE APPLICABLE. ~��Y~x \(BENT) . �` LANDSCAPE SCHEDULE SYMBOL NIJ- IJI" _PLANTS SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS 2.1" - 3.4" QUERCUS WATER CANOPY 25' MIN. SPACING 40 GALLON 1200 CALIPER NIGRA OAK TREE (150 PNTS.) 10v 2.1 3.4" ULMUS PARVIFOLIA LACEBARK CANOPY 25' MIN. SPACING 40 GALLON 1500 CALIPER SEMPERVIROUS ELM TREE (150 PNTS.) 8 1,0' 2.1" - 3.4" TAXODIUM BALD CANOPY 20' MIN. SPACING 30 GALLON 1200 CALIPER DISTICHUM CYPRESS TREE (150 PNTS.) > 2- CALIPER LAGERSTROEMIA CREPE MYRTLE NON -CANOPY 15 GALLON (40 PNTS.) (ALL CANES) INDICA TREE GULF 4' SPACING 0 174 5 GALLON MUHLENBERGIA MUHLY SHRUB (18" HEIGHT) 1740 X CAPILARIS GRASS (10 PNTS.) d' .20� CAN Opy 25' MIN. SPACING BUFFER CALIPER NIGRA OAK T REE 40 GALLON YARD 12 > 2" CALIPER LAGERSTROEMI CREPE NON -CANOPY 15 GALLON BUFFER YARD INDICA MYRTLE TREE o C(AH &.9 JAN 2014 Puk CLIENT INFORMATION TEXAS HOTEL MANAGEMENT, LP P.O. BOX 2864 BRYAN, TX 77805 L PH: (979) 574-3501 EMAIL: sismai[1004@hotmaiii.com FILENAME: 0477LPlA I SCALE: 1"=30' // 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN LANDSCAPING REQUIREMENTS SUBMITTED DATE: 11/6/13, 12/2/13 IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. FRONTAGE TREES... THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE SITE AREA METHOD: IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER SITE AREA=2.090 acres or 91,041 sqft. LINCOLN AVE. - COLLECTOR STREET 0 32' SPC: DRAWN BY: R.A.M. CHECKED BY: R.AN. 253 L.F. FRONTAGE (-34 L.F. OF DRIVEWAY NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND FLOODWAY & BUFFER YARD REMOVAL AFFEA=14,836 sqft. 'I.F. FRONTAGE/32 = 6.8 TREE2 FIELD BOOK: N/A PAGES,. N/A COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE 219 76,205 sqft. @ 60t pnts./1000 -sqft.: REQUIRED = 6.8 TREES RME CONSULTING ENGINEERS, ESTABLISHMENT AND GROWTH OF PLANTINGS. (76,205/1000 x 30) 2,286 pnts. PROVIDED = 11 TREES CLIENT NO. PROJECT No'. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING (8 CANOPY & 6 NON -CANOPY) REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION 281 Q ADDITIONAL STREETSCAPE: 1477 AS DIRECTED BY THE DEVELOPER. LINCOLN AVENUE = 253 L.F. CANOPY REQUIREMENTS: 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN 300 pnts./50 L.F. of frontage: REQUIRED = 3,804 pnts.- .IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL (300 x 253/50) = 1,518 pnts. JURISDICTIONAL "E°°"`"°"`'^ OR SHALL BE SUFFICIENT TO / ' PROPERLY^^IRRIGATE^THE LANDSCAPING' -' AND GRASS-AREAS'TOTAL LANDSCAPE POINTS REQUIRED 7 608 / (x2 PER SIZE OF PLOT PLAN) �\ / /�4 `^^ LOCATED IN THE rnun/ ,^nu AND =.,= .""°" "D""^E.. TO 14 THE PARKING LOT. 1 4 �s �_ M.H. L�� WHEELER SUBDIVISION 3c' PRIVAit ACCESS �/ PHASE r - TWO ESMT. (3314/145) & \ R\ 1\ LOT 1 R, BLOCK 1 PUBLIC ACCESS VOLUME 3490, PAGE 269 ESMT. (3490/269) \ f (2.40 ACRES)N 1� NOW OR FORMERLY \� M.H. KYLE LEGENDS I LP W.M. G.v. , C A PIAN VOLUME 5682, PAGE 291 NOIR > \ ZONED: C-1 w/OVERLAY 20' SANITARY SEWER o 0 30 60 ESMT. (399/590) / \� GAS-,_/ / RISER SCALE: 1" = 30' / M,irC" MARKED\ / .H. / IN CONCRETE S TOP CALL BEFORE YOU DIG / / LP. TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) M H✓ / / EARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ILL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLCLY RESPONSIBLE FOR All DMIAGES TO EXISTING UTILITIM DUE TO ANY CONSTRUCTION ACTIVITY. / / 17 / P (•9' i ,t Nor- I ALOFT HOTEL WHEELER SUBDIVISION - I f 1150 UNIVERSITY DRIVE _ LP. O F, V COLLEGE STATION TEXAS 1 TnVL c c.o.GREASE TRAP ( I N i5 3800 S.H. No. 6 SOUTH, STE.108G <77845 IPOST OFFICE BOX 9253 0____ A� COLLEGE STATION, TEXAS 77842 v�z. EMAIL: civil@rmengineer.com V � G.V. ' 1 OFFICE - (979) 764-0704 ❑ G�' �I FAX - (979) 764-0704 F.D.C. '--„ � PQ- �M.H.� Lp ,` _ f TEXAS FIRM REGISTRATION No. F-4695 30 a �' I yG �` ERRVSURVOEYING LLC y L ICAL , TRANSFORMER 15 P.U.E. + I �, 409 NORTH TEXAS AVENUE / Ol 2154 BRYAN, TX 77803 10' i OFF: (979) 268-3195 • ' n- GA�RISER (349u j 26y) r 5 FAX: (979) 691-8904 / \ 30' LONE STAR GAS ' EASEMENT (6 5) -RELEASE . • U i RECORDS PER PLA / \ /269) 60 00' \ � _-- ' L.P. � ADJUSTMENTSO T PARKING & tom_ ",'� r it ' Y M P 3 4/10/13 RETAINING WALL I=LELTRI CAL \ 1 ".� \� '.---� fE � i 'p � ..... I ADJUSTMENTS TO PRV. SAN. SEW. O - ISTUB-OUT '� CIVIL SITE NOTES: 2 3/5/14 MANHOLE FLOWI_INES LP. C O ADDRESSING TDLR/TAS REVIEW 1 1 3j3J14 COMMENTS �► _ 1. PORTIONS OF THIS SITE LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY FEMA FIRM COMMUNITY NO. 480083, PANEL NO. 0215 E WITH AN EFFECTIVE DATE OF MAY 16, 2012. MARK DATE DESCRIPTION ` N 2 P �'3 " W \ \ *�. c(� STANDARDSNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI SUBSTANTIALLY Y �l 17 70 F _ v eaE� 4 \ ft / LA_ ✓�^ \}�` Y r'�4s _ 17-35' 7 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR p`�� RICAL \ / ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN ,g) 61 s s x �_i tiF = y .. ANE - , �``` J ELECTRICAL 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS FOR rF ¢ R-153 00 ` � j BOX SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A ISSUED _._.--._. i '� [ '� Qom/. �4�� r� `'� -�yF PE�� ;- � . » � LP. � r UNIFIED APPEARANCE. Cu Advh �} �� D=5247 �'� �ll TVTf = /� 4. ENHANCED PAVING' .FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR ��, o� hc/ 14 % ♦ CMD B=S 545 E O `� STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR 1212113 \ �/ �s cy - ♦ DETENTION POND CHD =1 .O3' \ NATURAL CONCRETE COLORS ARE NOT PERMITTED. l�sj r - CONSTRUCTION DRAWINGS -`S� /� /� - �� `' / � 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE !S SHOWN. \ \ 17 62`% C \ 9� N ¢�/ y GAS RISER \ ISSUED -PRIOR TO THIS Lv 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT DATE ARE REPLACED BY u Rr O L P 7 PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING 1 LOT ISLANDS, SWELLS AND DRAINAGE THIS SET & SHOULD NOT / 17 �' �� 55 f, Y,; �� 0� q,Q A \ r p 18 0/ f' \ AREAS, THE PARKING LOT SET BACK; RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING BE USED FOR ® 1 0 B��/ Fq s ten/ `F g \ CONSTRUCTION. / Y� \ �- 'Y �' a 3 CONSTRUCTION, f CO 0 T _ 'L 0,0. `_, / � r ;� t 5 8 I.R.F. vS 0 �}- V ,`�; :-, 0 • ,`''� r' l 7 THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 70% IMPERVIOUS COVER -0N THE SUBJECT PROPERTY. OF TE`� i / / \ 2.00, 825.00' L43�^!.- �` SEE POOL J S. A PARKING SETBACK VARIANCE WAS GRANTED BY THE ZONIN BOARD OF ADJUSTMENTS (CASE FILE r % \ l ti - CONTRACTOR FOR Tp Q � S 84 52 09 W W. NO. 05-214 THIS VARIANCE ALLOWS A 10' PARKING SETBACK STEAD OF 20' ALONG LINCOLN * 0 ix K _ SITE, PLUMBING, AVENUE WITHIN THE UNIVERSITY DRIVE OVERLAY CORRIDOR. n�RA -A MET�ALF _ F - _ 18.88 yrs �- - • ELECTRIC, SECURITY .� / 5 � , , � . 88 83 / 54 L� n I ,a 12 FENCING, ETC,.. /,• D� \ _ ,.r . 9. ALL ON-SITE DETENTION IS PROVIDED FOR WITH THE EXISTING DETENTION FACILITY FOR THIS r$ s: �/ r ♦ ^ �%F�,` q 16 a / PROPOSED DEVELOPMENT. rtj0 C 3 ♦ \ >� . _.� PROPOSED - ti v ,,.._: r ti �i = =~ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL \/a �C.:. 10' P.U.E. G EL C ICAL / i ' LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS S B UT NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. _ O. ` �j < - URE TO PROVIDE CON AINMENT FOR WASTE PRIOR TO AND lij, 'C��^>� ,.. yF�:,t `_;'�� `%'nI 11. THE CONTRACTOR Si BE REQUIRED D O \\ „ . / DURING, DEMOLITION/CONS?RUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE 10' WATER F ,QA" ` f \� SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. O n I LINE ESMT. A: - O - ._._... ( /175) '�', v 12. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA,'! CICS PUBLIC WORKS - SANITATION 690 / I . t EXISTING 6 _,�8{5.0 cv -. / ilii ;1 t r � (9-19-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR'' PLACEt41ENT OF CONCRETE FOR ALL 0 HIGH WOOD �I , F! o _ - v r zr w.M. '4 I DUMI'STER PADS. ONE LINCOLN PLACE FENCE \ �t F .� ZONE �Ea• tiF ,�� , % / f #I f � �, t, a� cul I I- S? �L _"d o t ,.ray .; LOT 1, BLOCK 1 \ ® Std O O` 1 a� - ` W \ 13. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STAND'. RDS OF SECTION 7.10 OF THE UNIFIED VOLUME 690, PAGE 175 10 P.U_E. j D, r, c�`L� a.I. 0 0 3 Ty 3 - �• I 1 € W F� PROPOSED O. 'i'p 9S Y v. I DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PR0 ECT BELOW AN OPAQUE HOUSING AND Q �t ,A1 (3490/269) \ Cry. r. 34 6 15' P `� 9- �' I JUN 0 4 2014 NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. F XTURES WILL BE MOUNTED IN SUCH A /� CL 2 r.. ♦ \\ F 5 - SFA QQ ? ti MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. NOW OR FORMERLY \ _ f O , t g _,. • Rn (1!1' «.\ E '1 I - .v �;,r,-,il+�.�5.: ,k',m 'k.• t! '�a9 6`"A' ' z I\ GJ. V V CEDAR 2012 APARTMENT INVESTMENT LLC y :.;/ °j _- Z9� - ti ;`. r== e o, ., Z a \ \ F _ >x� _ ' sQ.FT �;� Ii \ y t Rs I ail;: =r ,eti II, AES 1 13. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. O VOLUME 1Q705, PAGE 79 X /1 `< � )a",1�'ELO, 34�ar .� , r (/) r. 1 ;. XO -:\F Via,•" j 3 1 J I ^ -' ZONED: R-4 \ _ �g _ - = 5 __ ^ I PLAT � � �, �� `�� . � ___-�- � 14. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY '� CLEATIIPIG/WASHING OF EQUIPMENT OP. � � � � O~� w O 1 4 v �z y� - OM THIS SITE WI L BE NORMAL DOMESTIC WASTEWATER F VEHICLES SANITARY SEWER GENERRTED FR L IJP \ � AND COMMERCIAL WASTEWATER BY DEFINITION . WATE O t�i� ms's_ �' ,fes .0 ��'�� -I _ SYMBOL & LINE LEGEND r '� F- W `� % I y 15. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS &OTHER SITE APPURTENANCES ARE LL' CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60 �'? } Q1PP POWER POLE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S �/� J O > \ 1p� _ , r'q, L �� ' �,O / INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING � V ! W O INTERVALS AND AT ALL RADIUS POINTS, P.G. s, P.T. s. EXISTING 6' \` . , �� _ s _= ` o /1 O E- .W W 0 ® to ,yf\ S, t� QQ 6r®/� OLP LIGHT POLE SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH E UNIFIED DEVELOPMENT ORDINANCE. V J HIGH WOOD J G I tL x CONSTRUCTION JOINTS SHALL BE PLACED AT 20 FENCE \ ♦ �° �, = ��' `�� y: 2 I�Wv WATER VALVE �-�- o INTERVALS. wM�yF�y�' d' °, _ r `'3s '� 5 ®WM WATER METER 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED J Q r ^ t \ wv O yj 14 , nM RA[`KFI [7W PF2Ei/FNTCIR DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND J �J W H \ % ��NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A 'mf uj R G.v. 10 22 66s / -� / DET ELECTRICAL TRANSFORMER �C z 6 ` SQ.FT. - Pe`_ oo ! ,, MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. J O / \ = `�yF �� : ,��,. / QPB ELECTRICAL PULL BOX 0 Y ®EM ELECTRICAL METER FIRE DEPARTMENT SECTION OF NOTES: U @GM GAS METER 17. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS CABLE BOX 3» ec M O \ 7 NcJ� / OO MH MANHOLE HAVE BEEN ACCEPTED BY THE CITY.7m r �bc 1/2" I.R:F. ' ®co CLEANOUT 18. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS N R=656.00 I , ELECTRICAL �!p 7 ��`"-s �`b� `�O° (BENT) - , » 4FH FIRE HYDRANT ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. FDC O a ° < G' 4�- '} ` 10' P.U.E. D-62'12 41 GAPS SHALL BE EQUIPPED WITH N.NOVa' LACKING DEVICES. -, STUB -^T _ �\ ` / ®TP TELEPHONE PEDESTAL �.yc, G (3490/269) A=712.28' y Al AREA INLET D - G.v. .._' 19. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE ;/30'BUFfzER R 1 T=395.81 JUNCTION BOX LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. 3490/269 \ ® 13 21 i ....� 4 \ F H t;HUKU=0 / /.?5U a PIV POST INDICTOR VALVE 3» PAVEMENT \ ?, f 15' P.U.E\\ / V BEAR=S 10°48'19" W CURB INLET / j� (2251 /329) \ - __ _ PROPERTY LINE REINFORCEMENT \\ __ SITE LEGEND 10� 3 ATMOS GAS EASEMENT LINE �}- O 8 ♦ RISER PUBLIC ACCESS &UTILITY CLIENT INFORMATION _ #4 BARS 9�, ��} \ ` ♦ Via^ TEXAS HOTEL MANAGEMENT, LP EASEMENT (PAE) COMMERCIAL DRIVEWAY ENTRANCE, SEE TYPE 1A -MONOLITHIC ti\ �� 0 © ALLEY tSMT. ��/" • 1S Gv. v 0 / c/o SALIM ISMAIL .01 \ ? �; 1 B CS DETAIL ST2=03 10. 6' HIGH BUFFER WALL / a PUBLIC UTILITY EASEMENT PUE P.O. BOX 2864 O�C�G� p �S� 7y (2251/329) \ LPREVIEWED �� ti- v MECHANICAL EQUIPMENT w/3' HIGH BRYAN, TX 77805 ,I \ 2 6' SIDEWALK AMBULATORY RAMP, SEE i1 WOOD SCREENING FENCE (SEI CIVIL `��'Q o qc '�f COIF P LIA.N C E 0 B/CS DETAIL SW3-04 � SITE NOTE #3) PH: (979) 574-3501 CONCRETE CURB & GUTTER ScA � �'� �3 � PLAN NOTES: EMAIL: sis574- 04C�hotmaiLcom N.T.S. �Oti 6'o�, \ 9 \ �/ �uN 0 4 201 3 TYPICAL FIRE LANE SIGN 15'x15' DUMPSTER PAD w/8' HIGH �Q- �G' �' pp 1 CCCCl7 T!1 CLlCCTC f`t1 1 J2. rn '? 12 WOOD SCREENING FENCE (SEE CIVIL ' F 0 \ \ ✓ / h+vvl� 'aPi3-1y12 r . I.r_I r_r. i t! JI 11_1_ I J vvj �� '�'"I� FOR SITE, PARKING, AND MISC. SITE NOTE 412) FILENAME: 0477SP1A SCALE: 1"=30' 1/2" LR. F. CONSTRUCTION NOTES. O TYPICAL FIRE LANE STRIPING H/C ACCESSIBLE RAMP w/HAND RAILS SUBMITTED DATE: 11/6/13, 12/2/13 PROPERTY INFORMATION BENT ENGINEERING 13 (BOTH SIDES) r PARKING ANALYSIS: \ ) " �'" �� 2. REFER TO SHEET C1.4 FOR 0 TYPICAL 4" WHITE STRIPE SECORATIVE PAVING (REF. ARCHITECT DRAWN BY: R.A.M. CHECKED BY: R.A.M. WHEELER SUBDIVISION \ ADDITIONAL SITE PLAN DATA. 14 DRAWINGS FOR PATTERN & COLOR ,r,r.,„r.. CEFIXIF'CA'E Ifil AND REQUIREMENTS (Al OFT HOTFi : ) FIELD BOOK: N/A PAGES: N/A PHASE TWO ORDINANCE: rrcvvwcu- - .��. .. �..��. . HOTEQ: HOTEL - 1 SPACE/BED REGULAR = 71 SPACES / SQUARE -FOOTAGE 3. REFER TO SHEET C2.0 FOR SITE �s TYPICAL TREE WELL w/GRATE, SEE BLOCK 1, LOT 1 MEETING - 1 SPACE/200 S.F. H/C = 5 SPACES / © REQARED ITHE SLANDNCLUDESTHE SHOWN RAT U REDIN AREAR END FDR DETAIL SHEET L2.1 15 HiC PARKING ROW, RAMP &SIGNS CME CONSULTING ENGINEERS & PARKING DETAILS. CLIENT N0. PROJECT NO CALLED: 6.07 ACRES LEASE AGREEMENT = 30 SPC / Q +11 SINGLE OR DOUBLE END ISLANDS. ONLY THE � AMBULATORY RAMP - TYPE 1 28'� - 011.77 REQUIRED: (68 AVAILABLE SPC FROM RED LOBSTER) 3 E3 +r EXCESS AREA IS ILLUSTRATED BELOW. 4. UNLESS OTHERWISE NOTED ALL 16 8 BAY BICYCLE PARKING AREA (VOL 3490, PG. 269) 105 BEDS = 105 SPACES TOTAL = 106 SPACES j RADIUS ARE 4.0' ALONG THE BACK _ / q - OF CURB. g NEW OR MODIFIED VERSA-LOK L MESTONE BLOCK RETAINING WALL w/ NOW OR FORMERLY MEETING (620 S.F./200) 3.1 SPACE "ADMINISTRATIVE ADJ 14-86 C3 q,4,! INTERIOR PARKING = 27 SPACES � RETAINING WALL 17 OIR w/o PEDESTRIAN GUARDRAIL (SEE TOTAL = 109 SPACES # % / REQ'D INT. ISLAND AREA= 27 15x180 =324 B/CS DETAIL SW1-01) TEXAS HOTEL MANAGEMENT, L.P. APPROVED ON 4/28/14. NOT REOUIREb � / ) = = -- '; 5 � °-� ILLUSTRATES ADA 5' WIDE PEDESTRIAN CROSSWALK (VOL. 11084, PG. 237) SQ_FT. 9 STRIPING 18 PEDESTRIAN RAIL (TxDOT DETAIL TYPE ZONED C-1 w/OVERLAY CORRIDOR a>�'� PROVIDED INTERIOR ISLAND AREA = 786 SQ.FT. ACCESSIBLE PATH. IR2) SHEET 5 OF 15 �� S'I'O1P 1 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 D_AN.AGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCT ON ACTIVITY. 5/8" I.R.F. H WHEELER SUBDIVISION PHASE TWO LOT 1 R, BLOCK 1 VOLUME 3490, PAGE 269 (2.40 ACRES) NOW OR FORMERLY KYLE LEGENDS i LP VOLUME 5682, PAGE 291 T.B.M• #2 ONE LINCOLN PLACE LOT 1, BLOCK 1 VOLUME 690, PAGE 175 NOW OR FORMERLY CEDAR 2012 APARTMENT INVESTMENT LLC VOLUME 10705, PAGE 79 ELEV.=295.08' FLOODWAY NOTE NO FILL WILL BE PERMITTED IN > THE FLOODWAY. THE CONTRACTOR SHALL CONSTRUCT © M.H. ' ALL IMPROVEMENTS FLUSH, OR RECESSED BY 6" (MAX), WITH EXISTING GRADES L.P. M 0 n L.P. M.H. l (� 1 0 L.P. It I T 1 L.P. O L.P. �! ! TER V LT � C.O. GREASE TRAP ' M.H. / A G.V1 ® O A.I. F.H. G v W.M. iii - - _ ElG.V. GAS 1O�! O �/i F.D.C. 1 v wi \ RISER',/ ~_ } 1 G.V. ELECTRICAL "" MARKED TRANSFORMER 15' P.U.E. J INXCONCRETE / QI 17 S.Y. OF ROCK RIP -RAP W/FILTER FABRIC, PLACED IN GAS RISER ' f CONCRETE GROUT AT DISCHARGE POINT - 8 0 TO ~ �� LP. f 12"0 STONES (40 LB MINIMUM) _ e c T/w=291.00' T/G=282.00' �N T/C-292.3' )0' / ! /C=292 0' 3 L.P. •.ri r; �>-T/W=291.00 �� ' � T G=2820D'. , `> i ' �- ;L �� ELE% I:KI I.AL � � � 3 ✓- o /w=2s .00 %"I ,;, �6�y STUB -OUT >�. y -/ T/C-293.3' T/G=290 50 1 �, j T/C=294.57'TfVJ=295.�r� /' 7 " __ T/G=291-50' �' T/P=295.22'./ f (�°l0 3 i `� \ b�\ T/c=29x:27 �p� �� =zyz\ I � G.» /SOg T/P=295.49' p°�° - ,�• , .B. �- _ EX T/W-290.6 S 42 0 3 W Ole{► / ' T/C=296.68' _ - \ . j 17.35' j J T/P=295.03' / _ ` �. T/C=295.63 / j f r� ELECTRICAL P ELECTRICAL BOX ADJUST HEIGHT OF C296 0T/P=.47 ��/` ' VERSA-LOK RETAINING \' ♦ °�EX T/W�292.s g� s� WALL (AS REQUIRED) SO �J o wv` `Y T/c=297.10 I THAT TOP OF WALL IS /W=295.00 /,/ % T/C=296.83' �� r „ \ EX T W�293,2' T G=290.50 / / 29� j / (0 ? � . �/ APPROX. 6 BELOW T C=295.50' >f /�q�, f � ` L/c=29�7n' A inrt= TOP F CURB GAS RISER � v' T/P.=295.43' D:,..v�I�. T TOP �, _ .. , . 1 � / ' 1� T/P=297:00 R=153,00, rn /_.� Pte' frr ~, r'� "•b9 DETENTION POND L.P. 247'17" /P=296.07' \ 2g4�_ T/C=296.83 s /w 29:oo l _ A 140.96 i / T/C=296 83' / TSG-?so;so , T l�r� /P=296.83'95.1v\ D B=S 21'15'4 E \� \\ 296.8 1 g /` / • O- ' tp p� \ T \ �r% r% • vr. r% -V' C=295.75' \ / 1t 1-1U Li 1 JO.UJ T/P=2x6.90' f T/`I � v' :91.00' T/P=297.00' ` \ ` T/C-296.63' 6 i s f IV W. M. T/P=297.0 T/P=296.63' ` / r6g { S 84 52 09 W 4.D ' 18 88 / T 295.77' f -. �_ / EX T/W-297.2' s ` ` , T/C=296.83' T/G=296.63' i _ � f 1 13 ! J(r • r T/P=295:92' ` Pi9° T/P=296.13' ' s ` s •� ! T/C=29 .75 r S9 �._ r' T =2 6 // 1 T --296:92' �� 4 •�\ �� \ 9, ` • T/C=296.18'' A;� 96 56' \, i T 0297.6' AO�L X004, ,��w,A� ��=�: s` 7 •' . /, �\ �? , �r 00z _ /' z / �i� ` T P=297.00' 29. 4' r c T C=296.93 � I / �-�)C�'/� �/[(2//J C ' T/C=298.63' ,Q �s-��' �Fq� _ 19 t' \ icy . \ T/C=296.18' / 296 T/C=296.$1' // 1 �/%� ` j r `•• ` r 7/C=296.26' y F 1 \\ `Z1 T/C=296:62' W:M. T/P=296.00 / 296.56'CP J,O T/C-298 T c-zss.2s Tjc=2ss:7o'}- 0� rgw T/c=zsa.ss Al r -•,` � � �,� T/P=296.90• o;\ ® ;•z, �, T/P=2s6.sD' i�' , / T/C=29 .8 ' �9 \ T/G=2 5.13' Oa T/P=295.75T/P=296.73 ' f` ^� L O 3 �� •.,. X08 � � � � �� / �� \ � � T/P=296.15' % 2 rjC=295,2x EXISTING \'\ �f T/C=296.42' P \ , ./C=296.80' AS WOOD FENCE T/c=2 7. �• / T/P=295.48'-� \ \ f TjG�298.9' 14? T/C=296.72' TJP=296.59' ,-� • T/P=296.08' T/G=295.86' 6g T/P=295.58' f f f w -M_ 302 307 h"�� 11 297.85' l.J 4 1 T/P=296.47' SQ w ; CABLE BOX M.HO 1'/C=296.15' .� T/C=296.61 Air 29� �` / ' 1/2" I.R.F. R=656.00' / ELECTRICAL ` \ _ T =296;65' �,�..{ s °6S\- ry �p� /ypo y,P`^ (BENT) / D=62'12'41" a � Og T/P=297.38' �' � � ! STUB -OUT '3 "'� { ' C=296.70 ' T/P=298.10• �� \ A=712.28' '!V T=395.81' j I / , mumij=b 11.250 \ 6 =2 9.15' v' BEAR=S 10 4819" W � � y 304 LP TjP=301.65 Z O 26 . 1/2" I.R.F. f (SENT) \ 0 _ATMOS GAS RISER T.B.M. #1#1 ELEV.=304. REVIEWED FOR COMPLIANCE JUN 0 4 2014 ge66v 615- ZN'a COLLEGE STATIO' ENGINEERING 800 S.H. No. 6 SOUTH, STE. 108G <77845 OST OFFICE BOX 9253 '.OLLEGE STATION, TEXAS 77842 ,MAIL: civil@rmengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'EXAS FIRM REGISTRATION No. F4695 SURVEYOR CERR SURVEYING, LLC 109 NORTH TEXAS AVENUE 3RYAN, TX 77803 )FF: (979) 268-3195 AX: (�79) .6.91-8.904 ADJUSTMENTS TO PARKING & 3 4/10%13 RETAINING WALL ADJUSTMENTS TO PRV. SAN. SEW. 2 3/5/14 MANHOLE FLOWLINES ADDRESSING TDLR/TAS REVIEW 1 3/3/14 COMMENTS \RK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR NTRTI0 arim 1212/13 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION41•A_t ,�, T/G 3 LLJ X U) U) TYP. WALL DIAGRAM Z N.T.S. SYMBOL & LINE LEGEND OPP (POWER POLE OLP ALIGHT POLE Xwv WATER VALVE 0wM WATER METER n BFP BACKFLOW PREVENTOR FRET ELECTRICAL TRANSFORMER QPB ELECTRICAL PULL BOX OEM ELECTRICAL METER ®GM GAS METER QMH I MANHOLE oc:0. '-CLEANOUT �FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL On At AREA INLET 91,16 JUNCTION BOX I ® PIV POST INDICTOR VALVE OJ CURB INLET ------- PROPERTY LINE -------- EASEMENT LINE PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISC. CONSTRU TION NOTES. 2• REFER TO SHEET C2.1 & C2.2 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. FINA �L GRADING SHALL PROVIDE FOR A AINIMUM OF EIGHT INCHES (8") OF EXPOSED GRADE BEAM (EXCLUDING FOUNDATION ADJACENT TO SIDE LKS). 4. ALL SIDEWALKS APPROACHING THE BUILDING, EXCLUDING THOSE w/STEPS, SHALL BE ADA ACCESSIBLE WITH CROSS -SLOPES LESS THAN 2.00% AND LONGITUDINAL SLOPES LESS THAN- 5.00%,-_ALS0 REFER TO SHEET b1.1 FOR ALL REQUIRED ACCESSIBLE PATHS. PROJECT BENCHMARK: GPS MONUMENT NO. 122 - ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON, 122, 1994. LOCATED ON THE EAST SIDE OF UNIVERSITY BLVD. NEAR ITS SOUTHWEST CORNER WITH TARROW STREET. (ELEV.=329.57' - NGVD 1929) T.E.M. 1•. TOP NUT OF FIRE HYDRANT LOCATED ON THE NORTH SIDE OF LINCOLN AVENUE. APPROXIMATELY 55' WEST OF THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF SME WHEELER SUBDIVISION, . PHASE TWO (ELEV.=304.48') T.B.M. 2: TOP NUT OF FIRE HYDRAN I LOCATED AT THE SOUTHEAST CORNER OF THE AMERISUI ES HOTEL. APPROXIMATELY 60' NW DF THE SOUTHEAST CORNER OF LOT 1R, BLOCK 1 OF THE WHEELER SUBDIVISION, PHASE TWO (ELE V.=295.08') GRADING LEDGED DRAINAGE DIRECTIONAL ARROW T/P=100.00 TOP OF PAVEMENT i TjC=100.0(} 1 TOP OF CURB i T/W=1 oa.ab TOP OF WALL I T/G=1o6.0;o TOP OF GROUND OR GRATE 0 (5' WIDE) SIDEWALK LEAVE -OUT - GRADING # LEGEND 2.00% (MAX.) CROSS -SLOPE OMAINTAIN (IN ALL DIRECTION) IN H/C PARKING SPACE AREA n M1AINTAIN 2.00% (MAX.) CROSS -SLOPE V 1 PEDESTRIAN AISLE MATCH EXISTING PAVEMENT ELEVATION & GRADE FLUSH V 6' HIGH BUFFER WALL LIMESTONE BLOCK RETAINING WALL 0 (i ENGTH & HEIGHT VARIES) NEW OR MODIFIED VERSA-LOK (D RETAINING WALL (LENGTH & HEIGHT V ftRI ES) 0 5. CURB OPENING - CENTERED AT LOW -POINT OR FLOWLINE 800 S.H. No. 6 SOUTH, STE. 108G <77845 OST OFFICE BOX 9253 '.OLLEGE STATION, TEXAS 77842 ,MAIL: civil@rmengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'EXAS FIRM REGISTRATION No. F4695 SURVEYOR CERR SURVEYING, LLC 109 NORTH TEXAS AVENUE 3RYAN, TX 77803 )FF: (979) 268-3195 AX: (�79) .6.91-8.904 ADJUSTMENTS TO PARKING & 3 4/10%13 RETAINING WALL ADJUSTMENTS TO PRV. SAN. SEW. 2 3/5/14 MANHOLE FLOWLINES ADDRESSING TDLR/TAS REVIEW 1 3/3/14 COMMENTS \RK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR NTRTI0 arim 1212/13 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION41•A_t CLIENT INFORMATION TEXAS HOTEL MANAGEMENT, LP c/o SALIM ISMAIL P.O. BOX 2864 BRYAN, TX 77805 PH: (979) 574-3501 EMAIL: sismaillD04@hotmail.com FILENAME: 0477GPlA I SCALE: 1 "=30' SUBMITTED DATE: 11/6/13, 12/2/13 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 281 - 0477 SHEET 6 OF 15 anni'l4ig e ® Y ti -4;Wol 4.30,14 Aby LLJ X U) U) Z0 -� Z ©_ U5 V) 0 X MLu r 1111--- F- 0 ILLI ~ �- j Z o =v LL - - W o <DW � Q LLi Zm V J O OJ LC',i 0 0 r0 m e� N h - O J CLIENT INFORMATION TEXAS HOTEL MANAGEMENT, LP c/o SALIM ISMAIL P.O. BOX 2864 BRYAN, TX 77805 PH: (979) 574-3501 EMAIL: sismaillD04@hotmail.com FILENAME: 0477GPlA I SCALE: 1 "=30' SUBMITTED DATE: 11/6/13, 12/2/13 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 281 - 0477 SHEET 6 OF 15 anni'l4ig e ® Y ti -4;Wol 4.30,14 Aby \ M.H. WHEELER SUBDIVISION 30' PRIVATE ACCESS PHASE TWO ESMT. (3314/145) & LOT 1 R, BLOCK 1 PUBLIC ACCESS VOLUME 3490, PAGE 269 ESMT. (3490/269) \ T (2.40 ACRES) \ / _ NOW OR FORMERLY -N KYLE LEGENDS I LP G.v. \ M" W.M. �. . PLAN VOLUME 5682, PAGE 291 NORTH ZONED: C-1 w/OVERLAY 20' SANITARY SEWER / 0 30 60 ESMT. (399/590) \ GAS / / \ RISER o' I SCALE: 1„ = 30' MARKE _ / M.H. / / N CONCRETE Y / CALL BEFORE YOU DIG / L.P. TEXAS ONE CALL SYSTEM j s3% 1-800-245-4545 �f (AT LEAST 72 HOURS PRIOR TO DIGGING) THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIE M 7 TO CONSTRUCTION DAMAGES ES�LY RESPONSIBLE FOR A /-0 / / 0 EXISTING UTILITIES DUE To ANY CONSTRUCTION ACTIVI / L.P. / i � S o / �� P V � 1 C (9 • 0,• � : 1'� ��!O►`►�ii�J//ilii/f/�//��:7/�,iiii I� a - ow POST OFFICE 13OX 9253 COLLEGE STATION, TEXAS 77842 J • • - I,� 1 1i. � L1 � ,� • 1 • ' � �� .�� ' III' i 3. . J:..? •�... �'- � .'fir:'' :;''!.�� t fir► ►! �+�'' f OFFICE 764-0704 TEXAS FIRM REGIS SURVEYOR 409 NORTH TEXAS AVENUE 31 BRYAN, TX 77803 ® �► •- ,,, �� I :!'�`"� ��1,/pay. 1►,/ `, ,, ,�KERR SURVEYING, LLC 11OFF: (979) 268 3195 FAX: (979) 691-890. �►�► ►! a �r1► ,� � ' � 1 ► �` P i �,��.,►,' ► e TMENT F I CK LOCATION Elk #�e sl ks 0111F "Wil \ . • I; : ��! �- �.. �a°i.!ti �� psi, • � � A � e®+ � . � t • • ,ADDRESSING - COMMENTS p / N 4 J FIRM COMMUNITY. NO. 480083, PANEL NO. 0215 E WITH AN EFFECTIVEDATE OF MAY 16, 2012. EFFECTIVE: DATE �O ' o� FI� ERNE oo ,.,. } � � L.P. �•, � MARK DATE DESCRIPTION O• � �v :� �� PAF, . N \ \ o O � G.S 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI r J.B. � t S42 0'3"W V� STANDARDS. SUBSTANTIALLY ../ •O FIRE ERNE 00 0 17.35' 3. ALL ROOF & GROUND --MOUNTED MECHANICAL .EQUIPMENT SHA L BE SCREENED FROM VIEW OR \ / �;. �9tiF CTRIC t �: \ J ISOLATED SO AS NOT TO BE VI _ _ c®m■ LETE �^r-' , VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN �-r G,L ��1 .P �F� �P`'� A I R_1 cJ DO ! ELECTRICAL 150 FEET OF THE `SUBJECT LOT, MEASURED FROM A POINT FIVE IFEET ABOVE THE GRADE. THIS gP� ISSUED FOR '' ► �;,:� tiFo F�� - � � ►► L.P. BOX SCREENING SHALL BE COORDINATED WITH THE :BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A D-52 471 `\ / \ / oG� G ,� � � � . Op• � /\ UNIFIED APPEARANCE. _` �I A=1 CONSTRUCTION 5 s„ Va yFi - i ` ,� 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR �6 cy / CHD B=S 5 45 E Q STAMPED CONCRETE. COLOR AND PATTERN SHALL ERMINED' BY T F 1212113 BE DET HE OWNER, BUT GREY OR 00' TSO DETENTION POND CHD =1 .03' 01 NATURAL CONCRETE COLORS ARE NOT PERMITTED. Z 5 SSAA,/ CONSTRUCTION DRAWINGS 5. WHEN .BUILDING SETBACKS AND EASEMENT LINES OVERLAP .ONLY `THE EASEMENT LINE IS SHOWN. \ \ � 7 q C \ .R � `� ��/ ,�' GAS RISER ISSUED PRI ~* �, OR TO THIS �O `rS ` M L.P.' / " 6. 100 COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK LOOSE ROCK NOT DATE ARE REP ti ( LACED BY PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT _ISLANDS, SWELLS AND DRAINAGE 1 gip, a� - \ THIS SET & SHOULD NOT AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING C �F �T -9 SJ �/ ,� 1 / m / CONSTRUCTION. BE USED FOR - !y - - 5/8�` LR. F. 2 1 r 3 CONSTRUCTION. 2. pp, rAG (, X / 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 170% IMPERVIOUS COVER ON THE R25.00 C�j �% '�2 96 gtiF ��SUBJECT PROPERTY. / SO SEE POOL �o CONTRACTOR FOR ti s 0., `( f �J- QS p�` ! r� S 84.52'O9" /W W.M.8. A PARKING SETBACK VARIANCE WAS GRANTED BY THE ZONING .BO RD OF ADJUSTMENTS (CASE FILE ' SITE, PLUMBING, A T �9 s" w �. y� , � N0. 05-214). THIS VARIANCE ALLOWS A 10' PARKING SETBACK INSTEAD -0F 20' ALONG LINCOLN i * , •` �° �•; �:/ .. ..a,• ..; x,... ELECTRIC, SECURITY ' O 18.88' ;. ` / AVENUE WITHIN THE UNIVERSITY DRIVE OVERLAY CORRIDOR. - 'FENCING ETC. �\ 1 ...... L / 5v' q qm �/ 9. ALL ON-SITE DETENTION I I 3 88583,. S PROVIDED FOR WITH THE EXISTING DETENTION FACILITY FOR THIS / o y PROPOSED DEVELOPMENT. / �' </ 3 tiF PROPOS 4 , 10 P.U.E. F, '75'x 20 � � ., '.• .• .< - �� ,•C y q /O ,� ,� T t 10. THE CONTRACTOR 0R SHA. � t . .... > `� 9y EL C I ICAL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL ; ' CONCRETE PAD FOR , � o �F . �.. �. F (( ;,_- n ,,:,: - of ALL S I LIQUID AN 0 9 S T UT -- Q D SOLID 'WASTE AS'SOCIA IED WITH THIS PROJECT. THE CO TRACTOR SHALL h h o / / LL USE ALL MEANS GENERATOR w 8 o, _ � .. / / NECESSARY TO PREVENT THe. OCCURRE:4Cc OF O� � .. S. Ss � WIND 'BLOWN THE FROM THE PROJECT .SITE. HIGH WALL MATCH �F O gtiF 6Q 1 p DUMPSTERWALL) o WATER tiF O Q 11. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND � ::< A , DEMOLITION DURING, CONSTUCTION. SOLID WASTE ROLL -OFF BOXES METAL DUM -LINE. ESMT. � AO , ., : F .N • / / PSTERS SHALL BE (690/175) � S ,� O ::< SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS ONLY. EXISTING 6' � , 9 0�1 / - 12. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA - HIGH WOOD o 4. �� w 15.00 CoCS PUBLIC WORKS SANITATION 8' �F h g ® C _1 F� �F R N / 979-764-3841 FOR FIELD V ONE LINCOLN PLACE FENCE \ J O• G Q w.M. ( ), VERIFICATION PRIOR TO FORMING OR PL CEMENT OF CONCRETE FOR ALL A • 9ti ^� 1 ONE ON 9 / - LOT �, BLOCK 1 9Q �8� Z Z EO ^a' DUMPSTER PADS. LME 690, PAGE 175 10 P.U.E._ 1 O • o v t I� f' g`L Ty r.• .13. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF'S PROPOSED A.L. o o �' 9 v � ECTION 7.10 OF .THE UNIFIED w / ) �q o- O 8 , �, DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHA U) - tiF 3 °'" � 15 _P. � 9 � LL NOT PROJECT � ELOW AN OPAQUE HOUSING AND W , NOW OR FORMERLY s& p 1 O NO FIXTURE SHALL DIRECTLY P Q 0 MERLY �Q FA Q QQ PROJECT LIGHT HORIZONTALLY: FIXTUR S WILL. BE MOUNTED' IN SUCH A _ CEDAR 2012 APARTMENT INVESTMENTLLCA o F� :;. � O _ MANNER THAT THE .PROJECTED CONE OF LIGHT DOES .NOT -CROSS ANY ROPERTY LINE. � I•- � ; VOLUME 10705 79 PAGE �� gtiF 295 R25.00 13 Z � r � THE INTENDED USE FOR THIS DEVELOPMENT IS FOR .HOTEL WITH LI 1TED .MEETING SPACE. z w O ZONED: .R-4 ,� - Q J ti , E GENERATED FROM THIS SITE BY CLEA ING WASHING OF EQUIPMENT OR > 14NO WASTEWATER WILL BQ ,ti 1 C / J W O VEHICLES. SANITARY SEWER GENERATED FROM 0 - x 0 O ® o THIS SITE WILL BE -NORMAL DOMESTIC WASTEWATER �• �F O o , '7/O/A AND COMMERCIAL WASTEWATER BY DEFINITION a- m F- 7131 CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' o � INTERVALS AND AT ALL RADIUS 'POINTS, P.C.'s P.T.'s. EXISTING 6' . 'PF r9, `? + ' , HIGH WOOD co gyp, CG .e 0 L CONSTRUCTION- .JOINTS SHALL BE PLACED AT 20 ° F > FENCE \ 1�G INTERVALS: F W.M. � R F.H. � - 4 \ i" 6 663 O ! SO.FT. a` O rp / M. \ 9!yf t 3» ,,�•- ,,� 7 N 5 00 o N a / ELECTRICAL 0 STUB T G' � +' / O 10' F / 9 G /3491 oc� 30' BUFFER YARD D G. . 1 - . 3490/269)\1 -� 3» \15' P.U.E\ F.H. PAVEMENT (2251/329) REINFORCEMENT 0 ATMOS GAS • - #4 BARS '9N O� RISER G C - TYPE IA MONOLITHIC -a F -<'o O ALLEY ESMT. �S(2251/329) � t.P CONCRETE CURB & GUTTER N.T.S.9 1/2„ I.R.F. o PROPERTY INFORMATION(BENT)PARKING ANALYSIS: \ / WHEELER SUBDIVISION ORDINANCE: PROVIDED: O PHASE TWO HOTEL 1 SPACE/BED REGULAR = 71 SPACES BLOCK 1, LOT 1 MEETING 1 SPACE/200 S.F. H/C = 5 SPACES .CALLED: 6.07 ACRES. LEASE AGREEMENT 30 SRC VOL. 3490, PG. 269 REQUIRED' (68 AVAILABLE SPC FROM RED LOBSTER) 3 _ �- 105 BEDS = 105 SPACES TOTAL 106 SPACES NOW OR FORMERLY MEETING 620 - ( S.F./200) - 3.1 SPACE TOTAL - 109 SPACES **ADMINISTRATIVE ADJ #14-86 TEXAS HOTEL MANAGEMENT, L.P. - APPROVED ON 4/28/14. (VOL 11084, PG. 237)/ ZONED C-1 w/OVERLAY CORRIDOR 0 s�� - 15. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & THER SITE APPURTENANCES ARE Lj,J _ = V) < � F - SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR HALL COORDINATE THESE ITEM'S F- J.z r INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE STANDING SIGNS AND BUILDING tomt^^ W V w SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE V ! O` w U LL /_ 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS IOF SECTI W O ON 7.11 OF THE UNIFIED 0 Z �p I N DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND J V Q NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A > ui z m MANNER THAT THE PROJECTED CONE .OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. !�, < O FIRE DEPARTMENT SECTION OF NOTES 17. NO COMBUSTIBLES WILL BE ALLOWED .ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS J�-� HAVE BEEN ACCEPTED BY THE 'CITY. REVD u :1m} R 18., THE BUILDING SHALL BE .. cV EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS f`� i t r�,� f��{ � ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. FD cO m t•._ 1 C, E C CAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEVICES.O_ c �j ,J 19. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE SEP G 4 2015 LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. COLLtvr-STATION DEVELOPMENT ERVI ES SITE # LEGEND PLAT FILED:- CLIENT INFORMATION OCOMMERCIAL DRIVEWAY ENTRANCE, SEETEXAS HOTEL MANAGEMENT, 'LP B/CS 'DETAIL ST2-03 10 6' HIGH BUFFER WALL c/o SALIM ISMAIL I 6> I MECHANiICAL EQUIPMENT w/3' HIGH BRYAN, TX X 864 O SIDEWALK AMBULATORY RAMP, SEE 11 WOOD SCREENING FENCE (SEE CIVIL T 77805 B/CS DETAIL SW3-04 SITE NOITE #3) PH: (979) 574-3501 `'x15' UMPSTER PAD w EMAIL: sismai11004@hotmail.com 15 3O TYPICAL FIRE LANE SIGN P /8' HIGH S 12 WOOD �REENING FENCE (SEE CIVIL SITE NO'IIE.#12) FILENAME:0477SP1A SCALE:1"=30' O TYPICAL FIRE LANE STRIPING H/C ACCESSIBLE RAMP w/HAND RAILS SUBMITTED DATE: 11/6/13, 12/2/13 - 13 (BOTH IDES) O5 TYPICAL. 4" WHITE STRIPE DECORA IVE PAVING REF: ARCHITECT 14 ( DRAWN BY: R.A.M. CHECKED BY: R.A.M. Q DRAWINGS FOR PATTERN & COLOR) FIELD BOOK: N/A PAGES: N/A O6 TYPICAL TREE WELL .w/GRATE, _SEE DETAIL SHEET L2.1 15 H/C PA i KING ROW, RAMP &SIGNS RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. F O .AMBULATORY .RAMP -TYPE 1 I QQ 16 8 BAY iICYCLE PARKING AREA 2V 1 04 77 Og NEW .OR' MODIFIED VERSA-LOK LIMESTONE :BLOCK RETAINING WALL w/ RETAINING WALL17 OR w/o:[PEDESTRIAN GUARDRAIL (SEE B/CS DETAIL SW1-01) Og 5' WIDE PEDESTRIAN CROSSWALK - a STRIPING