Loading...
HomeMy WebLinkAboutSPR2015-900098� I . �F • F x i PROJECT BENCHMARK: 3SnaNamD+ 000S-0a0Z 1000 2000-5W ,F CLUBHOUSE stray-t�o�� b101-ZIOI� i 1012-1014 �1022-1036 � 1044-1045 al fba 2-000S l �► laa0 F 2oao � 2oao � 3000 F 3000 �►4�a-5000 �► E?;IT 4►CLUBHOUSE 4000s S like y R 4a005000�s + 5001-5018 +5019-5051 3000s 1000S -• DIRECTIONALS STOP SIGNS a at DRIVING ROUTE I' THE JUNCTION - WAYFINDING College Station, TX ' THEGBRAND.COM 3" CIRCLE :13/4" f front Cast aluminum logo'ed caps (double sided) 1/4' 1/4' 1/4' 1/4' side LOGO TOPPER TO BE MOUNTED ON TOP OF ALL POST STREET SIGNS Screen printed letters UV ink 34" J 2000 10" 1" + 3000 �► 4aaa-�000 +CLUBHOUSE 7` 12„ 01 J J J RESERVED GUESTS REFLECTIVE KEEP LEFT LEASING FOROFFICE RESIDENTS OFFICE TAPE VISITORS &OFFICIEG PARKING SAM to SPM VISITORS KEEP RIGHT 7'-0" 3" POST Y POST r POST 3" POST 3" POST DIRECTIONAL (12) STOP SIGN (4) THE JUNCTION - WAYFINDING College Station, TX ANCHOR BOLTS TO BE INSTALLED PERPENDICULAR TO ROADWAY OR AS SHOWN ON THE PLANS - 3" CLEAR MINIMUM 1" DIAM. ANCHOR BOLTS - ANCHOR BOLT TEMPLATE (TYPICAL) FURNISHED BY POLE MANUFACTURER. CONDUIT - SEE ELEVATION (TYPICAL) VARIES +T NO. 4 REBAR HOOP RINGS SPACED d ° . AT 1'-O" VERTICAL WITH 3" COVER 1/2" WEEP HOLE FOR `� '%� SEE ELEVATION (TYPICAL) GROUNDING CONDUCTOR NO. 8 STRAIGHT VERTICAL REBAR SPACED AT 8" HORIZONTAL WITH 3" COVER PLAN VIEW (TYPICAL) BOND SYSTEM GROUND TO GROUND ROD CONDUCTOR & GROUNDING LUG INSIDE POLE CONDUITS (EXCEPT FLEX FOR GROUND ROD CONNECTION) SHALL EXTEND 2" ABOVE CONCRETE/GROUT BASE (TYPICAL) BASE COVER DOUBLE LEVELING NUTS (TYPICAL) CIRCUITRY UP POLE TO LUMINAIRES, ETC. PROVIDE FUSE CLIP WITH 20 AMP FUSES IN POLE BASE WITH #12 WIRE UP TO LUMINAIRE (TYPICAL) Yk5HAND HOLE AND COVER PHASE CONDUCTORS GROUND CONDUCTORS CUT OFF 1/2" FLEXIBLE PVC WEEP HOLE (FOR GROUND CONDUCTOR) FLUSH WITH BOTTOM OF POLE TO ALLOW PROPER POLE DRAINAGE GROUT UNDERNEATH BASE PLATE I 1" CHAMFER 111 1 ALL SIDES I II I II _I I ANCHOR BOLTS FURNISHED �rr-= -Aj=j I-j= WITH POLE I I I it FINISHED GRADE d I I I I I 10 II L_ r II ( 11 I II CIRCUITRY AS ila ILA SHOWN ON PLANS I L� I I 11' 1 (TYPICAL) i� 4 .IIII n II 'rr 3000 PSI (MINIMUM) CONCRETE 11 (TYPICAL) L-------- _J GI a II II ° II NO. 8 STRAIGHT VERTICAL REBAR WITH 3" COVER - SEE PLAN VIEW �1__ _==J� (TYPICAL) II a II II all II II NO. 4 REBAR HOOP RINGS SPACED AT 1'-0" VERTICAL----Z---- WITH 3" COVER _ (TYPICAL) ROUND SEE NOTE 2 BELOW ELEVATION, PROVIDE RUBBED FINISH ON ALL EXPOSED CONCRETE (TYPICAL) �t N WEEP HOLE - INSTALL J 1/2" FLEXIBLE PVC Q CONDUIT WITH #6 AWG GROUND CONDUCTOR 3 o N CONNECT TO GROUND ROD 00 USING AN EXOTHERMIC WELD. w SPARE 1"E.C. STUBBED OUT OF POLE BASE WITH END 1n CAP w (N - COPPER -CLAD STEEL GROUND ROD, 5/8" X 10'-0" - TOP DRIVEN 18" BELOW GRADE (MINIMUM) DETAIL 99E-LP1" EXPOSED LIGHT POLE SCALE : NONE ASE DETAIL NOTES 1. THIS CONTRACTOR SHALL CONFIRM SOIL CONDITIONS PRIOR TO INSTALLATION AND PROVIDE REINFORCEMENTS AS MAY BE REQUIRED TO SUPPORT POLE & LUMINAIRES. 2. MINIMUM POLE BASE DIAMETER SHALL BE THE GREATER OF THE FOLLOWING: A. ANCHOR BOLT CIRCLE DIAMETER PLUS 8" (TO PROVIDE MINIMUM 4" COVER OVER ALL ANCHOR BOLTS). B. 20" DIAMETER. C. DIAMETER AS REQUIRED BY SOIL CONDITIONS OR BY POLE SUPPLIER. 3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES OR OBSTRUCTIONS TO AVOID CONFLICTS PRIOR TO INSTALLATION OF LIGHT POLE BASE(S). 4. POLE SHALL BE RATED FOR 9OMPH WIND LOADS WITH 1.3 GUST FACTOR WITH ALL LUMINAIRES & ACCESSORIES INSTALLED. POLE BASE DIMENSIONS BASE DEPTH BASE POLE HEIGHT (BELOW GRADE) DIAMETER 0 - 15 FT. 3'-0" SEE NOTE 2 ABOVE 16 - 20 FT. 4'-0" SEE NOTE 2 ABOVE 21 - 25 FT. 5'-0" SEE NOTE 2 ABOVE 26 - 30 FT. 6'-0" SEE NOTE 2 ABOVE 31 - 35 FT. 7'-0" SEE NOTE 2 ABOVE 36 - 40 FT. 8'-0" SEE NOTE 2 ABOVE 41 - 45 FT. 9'-0" SEE NOTE 2 ABOVE 46 - 50 FT. 10'-0" SEE NOTE 2 ABOVE ANCHOR BOLTS TO BE INSTALLED PERPENDICULAR TO ROADWAY OR AS SHOWN ON THE PLANS - 3" CLEAR MINIMUM 1" DIAM. ANCHOR BOLTS - ANCHOR BOLT TEMPLATE (TYPICAL) �4==='� FURNISHED BY POLE MANUFACTURER. b ' ° �� CONDUIT - SEE ELEVATION (TYPICAL) VARIES �i_a_-_D --_- a -� NO. 4 REBAR HOOP RINGS SPACED d ° . i AT 1'-0" VERTICAL WITH 3" COVER - 1/2" WEEP HOLE FOR `� �/� SEE ELEVATION (TYPICAL) GROUNDING CONDUCTOR �_= a NO. 8 STRAIGHT VERTICAL REBAR SPACED AT 8" HORIZONTAL WITH 3" COVER PLAN VIEW (TYPICAL) CIRCUITRY UP POLE TO LUMINAIRES, ETC. PROVIDE FUSE CLIP WITH 20 AMP FUSES IN BOND SYSTEM GROUND TO POLE BASE WITH #12 WIRE UP TO LUMINAIRE GROUND ROD CONDUCTOR & (TYPICAL) GROUNDING LUG INSIDE POLE HAND HOLE AND COVER CONDUITS (EXCEPT FLEX FOR GROUND ROD CONNECTION) n�. PHASE CONDUCTORS SHALL EXTEND 2" ABOVE 1 CONCRETE/GROUT BASE (TYPICAL) GROUND CONDUCTORS CUT OFF 1/2" FLEXIBLE PVC WEEP HOLE (FOR BASE COVER GROUND CONDUCTOR) FLUSH WITH BOTTOM OF POLE DOUBLE LEVELING NUTS (TYPICAL) TO ALLOW PROPER POLE DRAINAGE FINISHED GRADE GROUT UNDERNEATH BASE PLATE ANCHOR BOLTS FURNISHED ° WEEP HOLE - INSTALL WITH POLE II 11 1/2' FLEXIBLE PVC CIRCUITRY AS I I I ii 1 I I II Z CONDUIT WITH #6 AWG SHOWN ON PLANS II I IIII I GROUND CONDUCTOR (TYPICAL) �r I��— o m CONNECT TO GROUND ROD �v USING AN EXOTHERMIC WELD.Lu #�— ---A— IUI R w -SPARE 1"E.C. STUBBED OUT 3000 PSI (MINIMUM) CONCRETE OF POLE BASE WITH END N (TYPICAL) L Ld CAP 114 411 COPPER -CLAD STEEL N0. 8STRAIGHT VERTICAL REBAR d 41 I I 11° " r " GROUND ROD, 5/8 X 10'-0" - 3" OVER - SEE PLAN VIEW �i=_�___=== TOP DRIVEN 18" BELOW GRADE (WITH TYPICAL) i� (MINIMUM) NO. 4 REBAR HOOP RINGS L---------J SPACED AT 1'-Orr VERTICAL a WITH 3" COVER (TYPICAL) ROUND SEE NOTE 2 BELOW n ELEVATION, DETAIL 99E-LP2" FLUSH -WITH -GRADE LIGHT POLE BASE SCALE :NONE DETAIL NOTES 1. THIS CONTRACTOR SHALL CONFIRM SOIL CONDITIONS PRIOR TO INSTALLATION AND PROVIDE REINFORCEMENTS AS MAY BE REQUIRED TO SUPPORT POLE & LUMINAIRES. 2. MINIMUM POLE BASE DIAMETER SHALL BE THE GREATER OF THE FOLLOWING: A. ANCHOR BOLT CIRCLE DIAMETER PLUS 8" (TO PROVIDE MINIMUM 4" COVER OVER ALL ANCHOR BOLTS). B. 20" DIAMETER. C. DIAMETER AS REQUIRED BY SOIL CONDITIONS OR BY POLE SUPPLIER. 3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES OR OBSTRUCTIONS TO AVOID CONFLICTS PRIOR TO INSTALLATION OF LIGHT POLE BASE(S). 4. POLE SHALL BE RATED FOR 90MPH WIND LOADS WITH 1.3 GUST FACTOR WITH ALL LUMINAIRES & ACCESSORIES INSTALLED. POLE BASE DIMENSIONS BASE DEPTH BASE POLE HEIGHT (BELOW GRADE) DIAMETER 0 - 15 FT. 3'-0" SEE NOTE 2 ABOVE 16 - 20 FT. 4'-0" SEE NOTE 2 ABOVE 21 - 25 FT. 5'-0" SEE NOTE 2 ABOVE 26 - 30 FT. 6'-0" SEE NOTE 2 ABOVE 31 - 35 FT. 7'-0" SEE NOTE 2 ABOVE 36 - 40 FT. 8'-0" SEE NOTE 2 ABOVE 41 - 45 FT. 9'-0" SEE NOTE 2 ABOVE 46 - 50 FT. 10'-0" SEE NOTE 2 ABOVE D GENERAL ELECTRICAL LEGEND O LIGHT FIXTURE - POST -TOP LUMINAIRE. ©T PAD MOUNT TRANSFORMER AND METER. BRANCH CIRCUIT OR SECONDARY FEEDER - SEE SINGLE LINE DIAGRAM FOR WIRE AND CONDUIT SIZE. FLCl 60 AMP LIGHTING CONTACTOR - ELECTRICALLY HELD - NEMA 3R ENCLOSURE. PHOTOELECTRIC CONTROL - S.P.S.T. - 120VAC OR 277VAC - 2000W - TORK 2101 �C FOR 120V CIRCUITS & TORK 2104 FOR 277V CIRCUITS = MOUNT ON ROOF FACING NORTH. LIGHTING PANEL - SEE SINGLE LINE DIAGRAM. GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS FOR POWER SERVICE WITH UTILITY COMPANY PRIOR TO SUBMITTING BID. IF THEIR REQUIREMENTS ARE AT A VARIANCE WITH THOSE SHOWN ON PLANS THE CONTRACTOR SHALL INFORM ARCHITECT IMMEDIATELY. ALL COSTS INCURRED WITH THE UTILITY COMPANY FOR SERVICE SHALL BE INCLUDED IN BID PRICE. IF SUCH COSTS ARE NOT AVAILABLE AT BID TIME CONTRACTOR SHALL INCLUDE WITH BID A LETTER FROM A RESPONSIBLE PARTY WITH THE UTILITY COMPANY STATING SUCH, AND COSTS WILL THEN BE EXCLUDED FROM THE BID PRICE. 2. CONTRACTOR SHALL VISIT THE SITE OF THE WORK PRIOR TO SUBMITTING BID TO EXAMINE CAREFULLY LOCAL CONDITIONS AND DIFFICULTIES TO BE ENCOUNTERED. ANY DISCREPANCY BETWEEN PLANS AND EXISTING CONDITIONS SHALL IMMEDIATELY BE CALLED TO THE ATTENTION OF THE ARCHITECT. 3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF ANY LOCAL APPLICABLE CODES OR ORDINANCES, PUBLIC UTILITY COMPANIES, STATE CODE, NATIONAL ELECTRICAL SAFETY CODE AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE WITH THE INTERIM AMENDMENTS THERETO. 4. THE COST OF ALL PERMITS AND INSPECTION FEES SHALL BE INCLUDED IN THE CONTRACT PRICE. 5. RIGID STEEL CONDUIT SHALL BE GALVANIZED OR SHERARDIZED, FITTINGS SHALL BE CAST FERROUS MATERIAL WITH A CADMIUM OR ZINC PLATED FINISH. 6. EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS, ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT AS FOLLOWS: A. E.M.T. CONDUIT 1/2" THROUGH 1-1/4" INCLUSIVE MAY BE USED FOR BRANCH CIRCUITS WHERE PERMITTED BY CODE, HOWEVER, E.M.T. CONDUIT MAY NOT BE USED IN AREAS EXPOSED TO MECHANICAL DAMAGE. B. UNLESS SHOWN OTHERWISE, I.M.C. OR RIGID STEEL CONDUIT SHALL BE USED IN ALL CASES AT THE BUILDING EXTERIOR OR OTHER AREAS EXPOSED TO MOISTURE OR DANGER OF MECHANICAL DAMAGE, FOR ALL FEEDERS, ANY CONDUIT LARGER THAN 1-1/4", CONDUIT CONTAINING NO. 6 WIRE OR LARGER AND ALL MOTORS. C. RIGID STEEL CONDUIT SHALL BE USED IN ALL HAZARDOUS AREAS. D. NON-METALLIC CONDUIT (SCHEDULE 40 RIGID PVC) SHALL BE USED FOR BRANCH CIRCUITS AND FEEDERS WHERE BELOW GRADE, OR IN CONCRETE SLAB ON GRADE. NON-METALLIC CONDUIT SHALL, HOWEVER, CONVERT TO RIGID METAL CONDUIT PRIOR TO LEAVING GROUND LEVEL SLAB OR GRADE. 7. WIRE AND CABLE SHALL BE COPPER AND CONFORM TO THE FOLLOWING: 1. NEC TYPE THH /THWN - NO. 12 AND NO. 10 - SOLID 2. NEC TYPE RHW RHH-USE - NO. 8 AND LARGER - STRANDED 8. ELECTRICAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR APPROVAL COMPLETE CATALOG DATA AND SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS SHOWING GENERAL . ARRANGEMENT AND DETAIL CONSTRUCTION FOR ALL ELECTRICAL APPARATUS EXCEPT CONDUIT, FITTINGS AND WIRE BEFORE PURCHASE AND INSTALLATION. 9. ALL EQUIPMENT SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC. 10. THIS CONTRACTOR SHALL LEAVE ENTIRE ELECTRICAL SYSTEM INSTALLED BY HIM UNDER THIS CONTRACT IN PROPER WORKING ORDER AND SHALL REPLACE WITHOUT ADDITIONAL CHARGE ALL WORK OR MATERIALS WHICH MAY DEVELOP DEFECTS WITHIN A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. METERING AS DIRECTED BY PADMOUNT TRANSFORMER POWER COMPANY. SEE SEE GENERAL NOTE 1 GENERAL NOTE 1� 0MIE LIGHTING PANEL - 120/24OV-1P-3W-200/2 MAIN BREAKER - 42 KAIC - 1-60/2, 6-201/, AND 22-/1 SPACES - NEMA 3R ENCLOSURE - MOUNT ON UNISTRUT FRAME WITH CONTACTOR AND METER I I I #4G .III=111 , III -III= I - I I ______� T0660/2#BKR1r.0 3#3/0 - 2"C 1 I -- - 2#6 & 1#8G-1"C �TO MARK "A5, "Y2", "Y3" OR "Y4" FIXTURES AS SINGLE LINE DIAGRAM SHOWN ON DRAWINGS SCALE : NONE LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER LUMINAIRE CATALOG VOLTAGE LAMPS POLE CATALOG NUMBER REMARKS NUMBER WATTS TYPE NUMBER MELNORTHY 26575 with CUTOFF VISOR 240 1 150 HPS MELNORTHY26575 14' FLUTED POLE WITH FINISH FSA A5 AS SELECTED BYOWNER. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR2-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y2 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR3-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y3 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR4-250HPS-HS 240 1 250 HPS KIM LIGHTING 20-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Y4 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP2". KIM AR2-250HPS-HS 240 1 250 HPS KIM LIGHTING 18-FOOT KSS SQUARE STEEEL NON -TAPERED FSA Z4 POLE. PROVIDE FUSE CLIP WITH 20 AMP FUSES AND #12 WIRE UP TO LUMINAIRE. SEE DETAIL "E-LP1 ". LIGHTING FIXTURE SCHEDULE KEYED NOTES: FSA PROVIDE FINISH AS SELECTED BYOWNER. JACKSON, RENFRO &ASSOCIATES, INC. ELECTRICAL ENGINEERING & DESIGN ROBERT C. RENFRO, PE bobby@jraee.com (D) 205.536.7114 (P) 205.995.1078 141 VILLAGE STREET SUITE I' - BIRMINGHAM. ALABAMA 35242 OF T� sD pROF,ssO �LI� NO 11 7 7' 6.09.15 z 0 1 N U"i X V W I W 0 0 Q. `s' V) U- Lu LD . LLJ J V J Lu 0 U, FIRM NO. F-6189 DESIGNED PROJECT NUMBER, RCR a .215015 DRAWN RJD - CHECKED RCR REVISIONS NO. DATE DESCRIPTION 1 7.21.15 CITY COMMENTS --t SHEET TITLE ELECTRICAL DETAILS ISSUE DATE SHEET NO. 06/09/2015 7- SEQUa' "'0.2 To.1 w.0 u.0 _i0. 5 -/0. o '/0.0 '/0.0 y0.6 t.1 t.8 '/0.0 '/0.0 N'n '/0.0 -10.5 10.1 - - t.0 _/0.2 t �0.1 t.0 _/0.0 / 1 y1.2 Y0.2 10.0 t.0 \ �0.0 �0.0 y I.0 1 /0.1 '/0.0 Q -/0.1 / 7 0 -/o.0 '/0.0 WITH CUTOFF ` U.G. S ND RY t.4 '/0.0 -/0.0 VISOR ', r '10.2 ` Q e LD '�1.0 10.1 �0.0 0 `� 1- __ _ _-/0.4_ t.0 .0 ` 0.8 D - - - �o., 'b.o �0.1 �1. 2 ---___ �o.o JACKSON, '`o.o -,0.0 '/0.2 .5 Y4 ~' '`- '/0.2 t.o ;\ 4 �,• _ �, RENFRO t.O\\0.7 OO '`1.3 71..5 �( \yO.0 �0.0 f�' A 'p•r\ �C. •V _ �� •U.0 ``', ``` ` ELECTRICAL l ♦SSOCIATES�DESIGN '`0.0 % �1.0 0. 1.1 4 '�ZFULL CUT-OFF �'0 ROBERTC. RENFRO, PE �0.0 % 6 1 I �0.9 �/0 0 '`0.0 bobby@jraee.com 141 VILLAGE STREET 1 �/0.4 \ t �.9 \�� \ BIRMINGHAM. ALABAMAUI35242 D 205.536.7114 P 205.995.107 TE I t.0 7 . '/0.4 \ '/0.0 1 � , r �0.0 '/0.0 , I b �1.3 .7 \\\ 9 II 6 0 �1.6 \ ` \��` 1 � tissro t� '/0.0 /� % �1.2 .2 �� i _/0. -Al . CONDARY 4 \ 0 NO. 11 7 -/0.0 •2 t / c �. 0.1E t.Oi �1.7 � 0� 1. \ p GIt1E -/o.o i '`0:• \ \ t.1 / r 5 ��\ '�1c1 MARK "A5" FIXTURE MARK "Y2", "Y3", "Y4", "Z4" FIXTURES � .3 .6 -/0.0 y2 Y4 '/0'6 \\ \� \ �'0 SEE LIGHTING FIXTURE SCHEDULE ON SHEET E2.01 FOR MORE INFORMATION 6.09.15 '/0.0 i Y4 Y4 -/0.4 f J .4 ` \\ f0.0 -/o.0 .3 r '/2.4 �� \` .4 7 i 1 _/0.7 �� t.0 6 j I \ t.0 t.0 t.7 1.3 - ''/1.3 4 �0.1 �0.0 / 5 .�' 7 t.3 I 7 \ '/0.0 .0 71 9 9 -/0.4 1 2 II it t.0 '`0 0 1D MOVED FIXTURES OUT OF EASEMENT / 9 4 Y4 1 '-1.0 p I �016 �0.0 ., . '`0.0 -- 5 .4 '`o.o '`o.o cn I.0 � . '`2.1 I r I I I I I I I I% fA I � �- / \ , ' �0.3 _ _ �0.0 � �0.8 j \ �5 \ t.0 N. .6 �0.6 6 �O. y� \, '/0.0 '`0.1 � •2 11111'I�III III ,,� ,� .3 � .6 \\ Y1.4 � \\ ,, '\ �0.0 '`0.0 .� � �0.0 0 r1 .2 �1.1 ---- 1 4 � \ '/0.0 t.o I----' -10.0 2 d 1"1 �o '/0.0 U.G ECO ARY _-- -- � - -- --- - -- ---- - -- - � �\ � 1 ` '`0 0 L.._. 10.0 3 SE LD I ,� �1.2 �1.5 T -40.0 t0 0 3 I J.G. SECONDARY '/0.0'/0.1 .2 ---- 7 i .0 '/p.5 / '/o.0 -/0.0 '`0.1 �0 '`0.3 i -in I '/O 6 _ _ 1 '/O.o uj 6 '/0.0 uj .`22 '/0.0 '/0.0 t.0 '/0.1 ' .3 1 '/0.4 �' -.l -/t.0 ----- - ` I�\ i/O �o o �0.0 10.0 10.0 -- - -- - - - -- !i . 1 j \ \ Y0.1 -/0.0 '/0.0 \ '/o.0 -10.1 .0 3 1 ------ _/1.4 ------ �/ '/0.0 Y0.5 Y0.6 '/0.8 `1. \�0,.1 Q '10.0 ` ` '/00 Y0.1 -10.2 .8 1 � �� 0 �/0.0 � . . T.0 �� �1.1 �0.6 '1. t.0 t.0`� -/0.0 -/o.0 I t.2 ❑ ` I '/0.4 .0 t.0 \\ \\ '/0.0 -/0.o '`0.0 t.3I -/0.3 '/0.4 11 -/o.0 '/0.0 t.1 I '/0.3 -/0.4 '/0.0 \ '/0.0 '/0.1 t.3.5 -/o.0 1.'/0.0 t.0 1 '/1.3 '/1.3 -/0.o -/0.o t.2 t 3 .8 ` t.0 t.0 -/0.0 A.ty 1.0 .7 �0.9 .9 -/0. o \ '/0.0 �0.7 t.0 t.0 �0.1 �1.1 --- -0__ '/0.4-/0.4 LP 6 y0.1 O 2 �\ \ \ 0 -/0.0 0 '`0.0 t.0 C '/0.0 '/0.1 \� '/0.0 _ \ t.o FIRM NO. F-6189 -/0.0 '/0.0 \ \ '/0 0 _ _ ❑ ❑ \ \ 7 -10.0 DESIGNED PROJECT NUMRFR '`0.0 `. �0. -- i-------- '/0.0 RCR -/0.0 �0.0 / i �0.0' �o - - '`0.4 i ! / - -1 1 - - - -- -- -- - \ \ \` '/0.0 DRAWN Yo.0 I 5 '/0.0 � 9 / . 8 � �0.8 �0. \ \ `\ � �0. o RJ D 215015 �0.0 Y0.0 Y0.1 .1 �0.1 I �0.9 I I � '`0 .6 �p '/0.2 ��\ ''O.d\ ` \`\ �'`0.0 CHECKED \ RCR '/0.0 , I Y0. 1 t.5 I t.3 '/o. �\ \ '/0.0 4 Y0.0 REVISIONS Yo.O�`0.0 , '`0•7 •3 •3 2 �' 1 �� \ `'` '`, �0.0 Q� �'0 NO. DATE DESCRIPTION , '`0.0 '/0.0 .8 1 Y0.2 I 0 I '/0.3 I 3 �0 Y0.1 \� / ) �0.\ �0'0 1 7.21.15 CITY COMMENTS F:9 -�3 '/0.0 / f� '/0.0 �o.o , I I i I I I I+I�I t7 1 . 6, ©W \ ``, '`o.0 2 _ '/o.o '/0.9 Y1.4 -/0.9 '/0.7 g Y0.0 ` 0 © \ ` �1.3 �1.7 _ = 1 Y0.5 ` '/o.o '10.0 t.0-10:;© -/0.0 2 b.O Y4 � .6 _/0. / / / i 11 111101. IIIIIIII ` s ` �o.o '0.0 �, Y4 �• 4 - -- - - -- - - -_ Z �� �0. �� Z , - - --- -_ '`2.7 _ /0.0 - 1 _/0.6 \\ LP Y4 .7 - 4 3 Z 1 Z .3 4 #� I y0 8 ,c4 0 \` 1 1! 2 y 1.4 \�� '/o.0 / �0.0 2 1 I - I _Al84 '/0.0cl '/0.0 �0.9 i '/2.4 I G SE ONDAR I t.8 �0.6 '-1.0 �\ \� '/0.0 �0k. t.o .2 0.7 i SE \ Y0.8 �0.8 7 $ 7 \�0 `, 1 © 8 - - U. '`0 6 \ -J O . t.0 \ �0 1 1 b a '/0.0 Y0.0 ` - - Y0.0 8 _ 2 .0 0 .2 '`0.0 .4 '/0. '/�0.2 I I �0.1 � .1 � .�, `\ ', SHEET TITLE '/0. \ \ Y0.1 -10.4 �• I �11 1 1 1 -1o.l SITE LIGHTING PLAN - �`o ; I Y0.01 tv PHASE 2 2 _ '/0. 'foi -, ,------------'-- - '-'---.-'----'--•----- -------- -- ------------------ - ----------- - '- -' ---- i .0 0 D --------------- 0 -- --------------- -.1-J- --�t 1�11�� �������11 ------------'�------------------------------------------------------- ---------�y----- ---- - --- -- - �.0 __ V.0_ __ _ _ '/00 ¢ --- ------ --------- / ISSUE DATE SHEET NO. ----- MCAT _ ��N �°• S 06/09/2015 yg� �" SCALE 1 = 40 -0 ^) �. 1 I A I 1 .—►a._ , w ---.ac-- . w . _�-w..-._ . —w O L a + sw! ...—_w...—_ --..._�w.....�......._�w� - 1L g , POLE MOUNTED CAMERA / --, (LOCATION TBD.) i L i 1 I I a 45' --- (1)2"CONDUIT FORCAMERA;__�r^'" SEE SHT. T-001 FOR CONDUIT L---' 1 PATHWAYS AND DISTANCES 1 vy� s s 1 � � 4'X14' EXIT F / F L L Loop Ld 1 t f 0 11 �- �a - 4'X14' SAFETY L % 4'X14' SAFETY „ o LOOP {+a I LOOP F— 11 g F 1 F Z 11 N a e I Ing M/ 1110 ii i \ 8A 8A L d 8A 8A (n I'll Ca 1 ■ I j / j/ i- 1■ ■� 4'X14' SAFETY t C 4'X14' SAFETY a LOOP ! I� LOOP LL_ i ■ KNOX GATE SWITCH FOR J ■� EMERGENCY ACCESS i e t I f �^ '"`--.. ■I ��°"� ` I 4'X14' READER ;-r-n to >, n SEE SHT- T-001 FOR CONDUIT ACTIVATION LOOP PATHWAYS AND DISTANCES I� a i s i I t. L� L i tl -*� ---->• — --• • "•— SEE SHT. T-001 FOR CONDUIT PATHWAYS AND DISTANCES as i �i a • 3 ,1 II is 1'I IL xa � L � *I t x' 3 II a° I w i I � I I as 4 tl I) a# a € SITE PLAN ACC. CTRU SEC. CAM. LAYOUT 3/32'= 1'-O' — --' 4'X20' SAFETY LOOP - 4'X20' SAFE / LOOP ---.. / •----__ _ / 4'X20' EXIT LOOP 50, (1) 2" CONDUIT FOR CAMERA < S SEE SHT. T-001 FOR CONDUIT / PATHWAYS AND DISTANCES 9 SITE PLAN ACC. CTRU 5EC. CAM. LAYOUT I I\ - /] 3/32.= V-Q" N IN 0 00 Cl) IN ■ 1111111 POLE MOUNTED CAMERA (LOCATION TBD.) V) 00 jyyy� I 3 I I II 0 � I I U � o � i � I I I g I i I i � I I I � I � k I 1 -4-J O yy i � a p ACTIVATION 4'X8' READER LOOP .— i � /F lllllllllll \\ BCC g : •® O 1 ( ACCESS CONTROL AND SURVEILLANCE VIDEO — - -- -•� \`\ 0 \\�®®® / ! O ®4 � PROXIMITY READER r a A\\ s ff SEE SHT. T-001 FOR CONDUIT I ! (1)/-� �MAGLOCK(BY OTHERS) jt 1�1 \t\\ a \\ ° I N 1 I I V I S 1 S PATHWAYS AND DISTANCES j MULTIFAMILY TECHNOLOGY 0 -� ! 3 V— i/ �ELECTRIC STRIKE (BY OTHERS) ( p .� a \ I rrI�,'- , 1825 Business Park Blvd. Suite C 4 . ®.. �, a �? � TELEPHONE ENTRY PANEL Fi�r,� 1 �'•_; II(;jj (�{ Tii X ytona Beach, FL 32114 USA w :. < . . , y ._ 4 o }\ DOORKING 1837 - - DATA CABLEPHONE TOMCR// {i1 i>iL' \ 386 236 1500 DATA CABLE DATA TO MCR ,f -"- ~-„•� i �_ J iT E-Mail: cad@rrh.com = C O }� CARLON NONMETALLIC ENCLOSURE A _ ; -� Y REVISIONS L— TRANSCORE ENCOMPASS 4 TAG READER �,�'" � a l'• i �L• r,r ii� )T i :i,��, t')I' I� t 1P i� f �\� �' ��]�R "`...••••••�11 T I INDOORIPMEGAPIXELCAMERA - POE i ' (� I� 4 �' ''.. TIT � (ll�i�i��.�iTli� .i�l�ciil5 �`'Z� � ' PANASONICWV-SF135 E ,r `t\1�pp (1) DATA CABLE TO BCR OR MCR AS NOTED f s d e 2 ! r +*h �`•-'' ..\, .$¢n ,...'$w1-:�� _ /'1li I t X OUTDOOR IP MEGAPIXEL CAMERA - PoE a -'• ' V ;q ;1 ;- o\d y r )!­4 S� (1)DATA CAB E TO BCR OR MCR AS NOTED ,�,...»......�...,.w !MP MIN. OUTDOOR IP MEGAPIXEL CAMERA - POEM $A (2) � 4 }�— SINGLEMODE FIBER STRANDS ^1 \\ �* \ \ 5 O LOCAL POWER REQUIRED lip NVR RACK LOCATION PANASONIC W]-ND300 Y 1 \\ \\\ \\\\ \\\ C /f (/ ���1`� A`"• A; 1i' �` 1 aj \��I�, J �.♦� I - f ....^ �.♦ Ng sz�" ( mayb / e wor e ar men 16,\ Q') I -- - - KEY PLAN w N.T.5. Ready ...._ KNOX GATE SWITCH FOR EMERGENCY ACCESS t '\ 4'X14' SAFETY \ �, Clean Out' l �Il LOOP �,�\� // / t � �s III '% \O1 , ��� �''•. ". s - � I aTu m IN .t-S---.--••N kM.i-1---•00 .t ^.—h W.x N-� — .[ f in `•�` r 4'X14' SAFETY ,, O LOOP 8A 4'X14' SAFETY LOOP I ��•. r (1) 2' CO45 NDUIT -- I FOR CAMERA � / IIIII � '��. �•� III � $a I�IIIIII I ♦;; \.. j� III 8A 8A 4'X14' SAFETY p, \`� III IIII Q ! LOOP, r IIIII - N41* I\ J POLE MOUNTED CAMERA II '' r \ 4'X14' EXIT (LOCATION TBD.) J LOOP " SITE PLAN ACC. CTRU SEC. CAM. LAYOUT 3/32'= 1'-0. \ t \ %X\1\\1\ \t \ \\ tip 11 � l '\ \ 1t '•1 SEE SHT. T-001 FOR CONDUIT PATHWAYS AND DISTANCES S \ \ it i 1 4 ..R11./..�..A..�at■■1t.aae ,. � 1Y \\ \ /r f 111�StI\ INN j8A 0 --- (1)2"CONDUIT FOR CAMERA \'.� SA S \ 4'X20' EXIT LOOP \•, `, \\\� 4'X20' SAFETY LOOP .t \ .t \ f POLE MOUNTED CAMERA (LOCATION TBD.) �• s z, — v, SITE PLAN ACC. CTRU SEC. CAM. LAYOUT 3/32"= P-O' SITE PLAN ACCESS CONTROL SECURITY CAMERA LAYOUT 1111 • 1 11111 i �� . ,0 NOTICE. • This drawing is the propertyof INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with their permission. Copyright 2015 Iniinnys. All rights reserve', DATE: 12/ 15/ 15 SCALE: AS NOTED DRAWN: GAU APPR: TRS JOB: CAPSTONE— COLLEGE STATION QA: REV. DRAWING NO: LEVEL 0 T-200 NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers or mule tape. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed this should have appropriate pull boxes installed. 7. Conduit runs exceeding 200 feet in length should have appropriate pull boxes installed. 8. All conduits shall employ a tracer wire, such as Neptco Trace Safe RT180OW or equivalent. 9. If soil conditions require it (backfill/compaction material is not granular, or the trench bed is not uniform), the trench shall be lined with a 3" layer of sand on the bottom and a 6" layer of sand on top of the conduits before backfill and compaction. LEGEND . 6" CONDUIT - (ROAD CROSSING) = 265 FT. 4" CONDUIT (INCOMING SERVICE) = TBD ®® mom 4" CONDUIT (SITE DISTRIBUTION) = 3,455 FT. f "I — ., 2" CONDUIT (INCOMING SERVICE) = TBD .......... 2" CONDUIT (SITE DISTRIBUTION) = 6,900 FT. PULL BOX TYPE "A" (241fx36") = 33 UNITS VAULT (48"x48") = 1 UNIT t PHASE 1 ; LOW VOLTAGE 51TE PLAN 10 I "=40' 6" MIN. OF COMPACTED GRAVEL DUE TO PULL BOX DESIGN VARIATIONS BETWEEN MANUFACTURERS, TWO TYPICAL DESIGNS ARE SHOWN. SOME MANUFACTURERS USE TOP EXTENSIONS WHILE OTHERS USE BASE EXTENSIONS. A TYPICAL MANUFACTURER OF A 17"x30"x26" PULL BOX IS CDR SYSTEMS PN#A00-1730-26. A MATCHING 8" BASE EXTENSION IF REQUIRED IS CDR SYSTEMS PN#A00-1730-08. A TYPICAL MANUFACTURER OF A 36"x36"x24" PULL BOX IS PENCELL PN#PEM-3636. A MATCHING 6" TOP EXTENSION IF REQUIRED IS PENCELL PN#PEM-3636-6. 6" MIN. OF COMPACTED GRAVEL 000 w 6000c® ®e®® INFINISYS MULTIFAMILY TFGHNOLOGYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS 06.16.15 n 5 7 6 NelworkedAparlment 0 FTTA Ready LOW -VOLTAGE SITE H :AN AUGUST,12, 2015 NOTICE: This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with their permission. Copyright 2015 Inf'IniSys. All rights reserved. DATE: 12/15/15 SCALE: AS NOTED DRAWN: GAU APPR: TRS JOB: CAPSTONE— COLLEGE STATION M REV. DRAWING N0: LEVEL I I T-001B LOW VOLTAGE 51TE PLAN - PH. 1 1 "=40' MIP < / / /, ��_ _ - mom__ 41. 47p��" tiIi 0 NA 4 s. •. r t </ 44w10 '1��/\,r ` ..� �1 �I��^ ; f ♦ r \ \ \ i \ 6 \ �.♦ a r �_ r sir_. \ ♦ \ \\ < }\ \ J ccC \ t i �� ♦ r nl \\\\ rr�� \�\ \\Ui r"�Z` +;`'" ...r�y�l rr 1 gr�` ~`•� !��• 1� KEY PLAN N.T.S. -vvvvvvvvvvvvvvvv LEGEND 17`77777.:,.,. 6" CONDUIT - (ROAD CROSSING) = 720 FT. 4" CONDUIT - (ROAD CROSSING) = 610 FT. ■ ■ 4" CONDUIT = 1,800 FT. ---------- 2" CONDUIT = 2,700 FT. PULL BOX TYPE "A" (2411'06") = 21 UNITS I AI0 rA I 1 I - II CI I ICIJ T/1 BASE EXTENSION IF REQUIRED 6" MIN. OF COMPACTED GRAVEL DUE TO PULL BOX DESIGN VARIATIONS BETWEEN MANUFACTURERS, TWO TYPICAL DESIGNS ARE SHOWN. SOME MANUFACTURERS USE TOP EXTENSIONS WHILE OTHERS USE BASE EXTENSIONS. A TYPICAL MANUFACTURER OF A 17"x30"x26" PULL BOX IS CDR SYSTEMS PN#A00-1730-26. A MATCHING 8" BASE EXTENSION IF REQUIRED IS CDR SYSTEMS PN#A00-1730-08. A TYPICAL MANUFACTURER OF A 36"06"x24" PULL BOX IS PENCELL PN#PEM-3636. A MATCHING 6" TOP EXTENSION IF REQUIRED IS PENCELL PN#PEM-3636-6. INSTALLED FLUSH TO GRADE TOP EXTENSION IF REQUIRED ' i o PULL BOX 4" PVC CONDUIT ' BASE EXTENSION IF REQUIRED 6" MIN. OF COMPACTED GRAVEL NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers or mule tape. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed this should have appropriate pull boxes installed. 7. Conduit runs exceeding 200 feet in length should have appropriate pull boxes installed. 8. All conduits shall employ a tracer wire,"such as Neptco race Safe RT18 o" orequivalent. 9. If soil conditions require it (backfill/compaction material Is not granular, or t e trench be is not uniform), the trench shall be lined with a 3" layer of sand on the bottom and a 6" layer of sand on top of the conduits before backfill and compaction. i • • INFINISYS MULTIFAMILY TFCHNOLOGYTM 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REvisioNs A 06.16.15 A4. NelworkedAparlmeni� A ea y LOW -VOLT AGE SITE PI -AN PHAS F 1 JUNEp 169 2015 REVISIONN 2 NOTICE: This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established, This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with the!r permission. Copyright 2015 InfiniSys. All rights reserved. DATE: 12/ 15/ 15 SCALE: AS NOTED DRAWN: GAU APPR: TRS JOB: CAPSTONE— COLLEGE STATION r10 REV. DRAWING N0: LEVEL � T-001A .Copyright 1998-2015 All drawings are Copyright @ 1998-2015 by InfiniSys. All rights reserved. No part of this plan and/or .design may be reproduced in any form or by any means, (including but not limited to photocopying, faxing, email, or any similar method), without the prior written consent of InfiniSys. No derivative works of this plan and/or design may be made without prior written permission. The acceptance and ultimate purchase of a license to use this plan and/or design entitles the purchaser to a nonexclusive, nontransferable license to use one InfiniSys custom electronics system designed using this plan and/or design. Possession of multiple copies of this plan and/or design does not entitle the purchaser to multiple InfiniSys custom electronics systems using said plan and/or design, unless the contract between InfiniSys and the purchaser specifically includes that right. Any person who participates in acts that constitute infringement of InfiniSys plans and/or designs will be prosecuted to the fullest extent of the law. Under the United States Copyright Acts, as amended, InfiniSys may recover for infringement: actual damages, statutory damages, all related profits of the Infringer(s) in addition to attorney's fees and court costs. Employees and Agents should note that in addition to their personal liability for infringement, acts performed within the scope of their employment or agency related relationship will be attributed to their employer or principal(s), who will also be jointly and severely liable for the infringement. This design uses architectural CAD drawings provided by Dungan Nequette Architects, for this project and are used with their permission. Architect Notes 1.0 Main Communications Room (MCR) 1.1 Facilities' The General Contractor shall construct the MCR to the minimum dimensions shown on the InfiniSys drawing set. The SCG walls shall be covered with 3/4" plywood over any building materials required by code. The plywood shall be 8' high, start at 6" AFF, and must meet all national, state, and local codes for fire rating. If noted, the MCR walls shall be shielded by installing a grounded metal lath behind the plywood. Once the MCR is constructed, the Low Voltage Contractor shall roughly designate the various provider areas per the InfiniSys drawings, using spray -paint to outline and label the areas. No piping, ductwork, mechanical equipment or power cabling should pass through the MCR. 1.2 Secure Access/Lock Boxes General Contractor shall provide single or double 36" x 80" lockable doors. The doors must be able to be securely locked, using a high -security deadbolt style lock, and be common -keyed across the site. Access shall be restricted to authorized personnel. The Low Voltage Contractor shall provide and install three lock -boxes (knox boxes) on a wall close to the MCR for each provider - Telephone, Video, and Data. The General Contractor shall ensure that the lock -boxes are accessible 24x7x365. the General Contractor shall also provide two sets of keys for the MCR and BCR(s) in each box. 2.0 Communications Rooms (BCR) 2.1 Facilities The General Contractor shall construct the BCR(s) to the minimum dimensions shown on the InfiniSys drawing set. The BCG walls shall be covered with 3/4" plywood over any building materials required by code. The plywood shall be 8' high, start at 6" AFF, and must meet all national, state, and local codes for fire rating. If noted, the BCR walls shall be shielded by installing a grounded metal lath behind the plywood. Once the BCR is constructed, the Low Voltage Contractor shall roughly designate the various provider areas per the InfiniSys drawings, using spray -paint to outline and label the areas. No piping, ductwork, mechanical equipment or power cabling should pass through the BCR. 2.2 Secure Access General Contractor shall provide single or double 36" x 80" lockable doors. The doors must be able to be securely locked, using a high -security deadbolt style lock, and be common -keyed across the site. Access shall be restricted to authorized personnel. Each BCR must allow secure 24/7 access for each of the service providers who have equipment or facilities within it. 3.0 Pathways 3.1 Coring All coring through concrete, block, stone, or other impervious materials is the responsibility of the General Contractor. 3.2 Interior Pathways All interior building pathways are the responsibility of the general contractor. 3.3 Fire stopping All fire stopping designs shall be the responsibility of the site architect. All fire stopping as required by code and installation of the fire stopping designs of the site architect shall be the responsibility of the installing contractor. MEP Notes 1.0 General All electrical work shall conform to all of the National Electric Code for state, county, city electrical codes, and authorities having jurisdiction. All switch boxes in units, leasing, amenities area, etc. must contain a neutral to the load they are controlling. Install unswitched quad outlet by each Home Theater Outlet and duplex by each Multimedia Outlet 2.0 Site Communications Gateway 2.1 HVAC The SCG requires sufficient HVAC to maintain 400 - 85° Fahrenheit with humidity at 30-60%, non -condensing, positive pressure. 2.2 Lighting 4-bulb 4' or 4-bulb 8' fluorescent lighting fixtures with tube protectors installed are required for proper lighting, typically 8.5-9.0 feet above the floor, providing 85 foot-candles at 3 feet above the floor. 2.3 Electrical All duplex outlets are to be Pass & Seymour Industrial Grade Surge Protective Receptacles with Isolated Ground unless otherwise specified. This ground shall be tied to the electrical service ground. Use Pass & Seymour part number IG5262-WSP for 15 amp circuits and Pass & Seymour part number IG6362-WSP for 20 amp circuits. Required duplex outlets and circuits are as follows: Pool House: • Four (4) 20A 120 VAC surge protected duplex outlets on four (4) seperate circuits for the four video headend racks - ceiling mounted as per the InfiniSys plans. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for video. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for security camera NVR and camera power. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for access control. • . One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for audio distribution. • Two (2) 15A 120 VAC surge protected duplex convenience outlets on the lighting circuit (minimum). • All circuits must be clearly labeled at their circuit breaker panel. Clubhouse: • Two (2) 20A 120 VAC surge protected duplex outlets on two (2) seperate circuits for security camera NVR and camera power. • Two (2) 20A 120 VAC surge protected duplex outlets on two (2) seperate circuits for video and data distribution. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for access control. • One (1) 20A 120 VAC surge protected duplex outlet on one (1) seperate circuit for audio distribution. • Two (2) 15A 120 VAC surge protected duplex convenience outlets on the lighting circuit (minimum). • All circuits must be clearly labeled at their circuit breaker panel. 2.4 Grounding General Contractor shall provide solid copper grounding busbar to be installed with insulated standoffs, (1/4" thick x 4" high). This busbar is drilled with rows of holes according to NEMA standards for attachment of bolted compression fittings. Telecommunications equipment, frames, cabinets and voltage protectors shall be grounded to this busbar.General Contractor shall connect busbars in the MCR and BCRs with a backbone of insulated, solid copper cable between all closets and rooms. This backbone shall be connected to the Main Grounding Busbar in the MCR, to an earth ground in the electrical entrance facility, and to structural steel on each floor, if applicable. Bonding conductor cabling shall be colored green or labeled appropriately. All grounding shall be in accordance with Article 250 of NEC 2014. 3.0 Unit Distribution Panel 3.1 Electrical The Electrical Contractor must install two boxes with one (1) 15A 120VAC Pass & Seymour 5262-WSP surge protected duplex outlet and one (1) 15A 120VAC standard duplex outlet in the bottom of each UDP. These outlets do not require a dedicated circuit and may be powered from a lighting circuit (see sheet T-400). 3.2 Grounding The Electrical Contractor shall attach the UDP grounding lug to the ground terminal of the installed surge protected duplex outlet. 4.0 Site Requirements 4.1 The MEP shall be responsible for the integration of the Access Control System with the Fire Alarm System. 4.2 The Electrical Contractor shall install one 15A 120VAC Pass & Seymour 5262-WSP surge -protected duplex outlet at each Wireless Access Point location. 4.3 The Electrical Contractor shall provide power to all gate camera locations. 4.4 The Electrical Contractor shall provide power to all access control panel and gate locations. General Notes 1. Leave 2 foot tail at multimedia outlet plaster ring locations. 2. Leave 3 foot tail at nid(networkedapartment communications gateway) and speaker locations. 3. Leave 10 foot tail at communications gateway locations. 4. 3 inch min. bend radius on all cable runs do not use metal staples or kink cables. Use plastic staples such as the peter mangone rb clip gun system. 5. All low voltage wiring must be kept one stud bay (12" min.) distance from parallel high voltage wiring and cross at right angles. 6. Mount home theater outlet in caddy/erico model mp2s low voltage mounting bracket or two -gang plastic box with back removed, unless it is in a fire -rated wall (if applicable.) 7. It is preferred to mount single outlets in a single gang plastic box with back removed. Optionally, a single gang mud ring may be used, unless it is in a fire -rated wall. 8. All blank covers are the responsibility of the installing sub -contractor. 9. Install all multimedia, and binding post outlets at duplex outlet height in all rooms, except wall outlet in kitchen or unless otherwise noted. 10. Low voltage boxes must be level and unobstructed. 11. Install pull strings in all empty conduits and innerducts. 12. Wall phone outlets must be at least 6" above any counter splash or ledge 13. All f-connectors must be stripped and crimped using approved tools. tighten all "f' connectors to 25 in-lbs torque using approved tool -all f-connectors shall be of the radial 360-degree crimp type (f-conn model RG-6NR or equivalent for RG-6 quad -shield). Compression crimp also acceptable. 14. No splices are permitted inside walls. 15. Install wall plates and speakers after finish painting. 16. All exposed connections, hardware shall be protected from plaster, paint and other such materials. 17. All final installation must be done in accordance with the attached drawings, specifications and infinisys supplied scope of work. 18. Fire stopping must be accomplished In accordance to local, state, and national codes and in accordance with the fire stopping designs of the site architect. 19. All grounding shall conform to NEC 2014 article 250. 20. The low voltage contractor shall label all low voltage cables at both ends in a clear and legible manner. The label shall be located within 1 foot of the likely termination point after trim so that the label will not be cut off. Cable Specifications 1. All cables and microduct pathways with included pull string/tape shall be at a minimum riser rated. All cables and microduct pathways with included pull string/tape shall be plenum rated in such spaces . that require It by local, state or national code. The plenum rating must conform to the most current version of NFPA 262. 2. Video Cable: All inside and home -run video cable will utilize Quad -Shield 60% minimum braid Series 6 coaxial cable terminating on OnQ Legrand or equivalent self -terminating F-81 barrel connectors. All coaxial cable must be manufacturer rated to a minimum of 3.0 GHz. 3. All " F" connectors shall be of the radial 360-degree crimp type (F-Conn Model RG-6NR or equivalent for Quad -shield). These connectors require a CablePro RTC-360 or equivalent tool for installation. Hex crimp tools are not acceptable. 4. If the outlets with video ports are Installed with a wall cavity depth of less than 3", 90" f-connector adapters (Channel Vision #2125 or equivalent) must be used inside the wall. 5. Data Cable: All inside and home -run data wiring will utilize 4-Pair TIA Cat -Se or Cat-6 twisted pair copper cable terminating on TIA RJ_45 jacks utilizing the TIA 568a standard configuration. All Cat-5e or Cat-6 cable shall meet or exceed ANSI/EIA/TIA-568 requirements. It Is required that all data cabling be bid utilizing Cat-5e and another bid utilizing Cat-6. Item Part # OnQ Legrand Unit Data Distribution Components for CAT-6 Bid CAT6 NET APT 3 PORT PLATE (INT-TV) WHITE WP3739-WH CATS NET APT 3 PORT PLATE (INT) WHITE WP3705-WH 6-Port CATS Network Interface Module W/2 Keystone Openings AC1013 12-Port CATS Network Interface Module AC1015 OnQ Legrand Unit Data Distribution Components for CAT 5e Bid NET APT 3 PORT PLATE (INT-TV) WHITE WP3639-WH NET APT 3 PORT PLATE (INT) WHITE WP3605-WH 6-Port CAT5E Network Interface Module W/2 Keystone Openings AC1012 12-Port CAT5E Network Interface Module r JAC1014 GENERAL WIRING NOTES 1. All low -voltage wiring should be run at least one stud bay apart (12" minimum) from any parallel high -voltage wiring, and cross at right angles whenever necessary. Where there is insufficient clearance to meet that requirement, the cabling must be arranged to provide the maximum possible separation, over as much distance as possible (under no circumstance shall the lateral distance be less then 4" without supplemental shielding). The only exception is where cables cross at right angles, where a 2" minimum separation must be maintained. This may require coordination with the Electrical Contractor before the high -voltage wiring commences. 2. Protecting cabling from damage is the responsibility of the low -voltage installing contractor. All cabling must be run where it is unlikely to be damaged after installation. Nail plates should be installed where cabling passes through wall studs. Where steel framing is used, plastic bushings must be installed wherever cables pass through metal structural members. Cables must not touch any edges of metal framing. 3. All cabling must be properly supported and secured in a way that will not compress or deform the cables. All cable bends must maintain a minimum 3" bend radius. 4. Splicing or repair of cabling is not permitted. Damaged cable must be replaced in its entirety. S. Any defective or damaged cabling, or any cable or cable installation that does not meet these specifications, must be replaced. This will be at the installation contractor's expense, unless it is the result of gross negligence by another trade, or unavoidable because of subsequent changes, structural modifications, etc. 6. The General Contractor shall be responsible for notifying the low -voltage installation contractor of any such cable damage. ALL LOW VOLTAGE WIRING MUST BE KEPT ONE STUD BAY 1- 2 2MIN.) DIST CE FROM PARALLEL HIGH VOLTAGE WIRING. STUD (TYP.)--_ WHERE HIGH AND LOW VOLTAGE MUST RUN PARALLEL, AND 12" MINIMUM SEPARATION IS NOT ALL LOW VOLTAGE AND POSSIBLE, SEPARATE AS MUCH AS POSSIBLE HIGH VOLTAGE MUST (HIGH VOLTAGE ON TOP). A CABLE SPACER CROSS AT RIGHT ANGLES (SUCH AS TYTON MP4-M5 CABLE TIE MOUNTING TO EACH OTHER. A 2" PLATES) IS RECOMMENDED. UNDER NO SEPARATION IS MINIMI CIRCUMSTANCE SHALL THIS BE LESS THEN 4" REQUIRED. 1 - WITHOUT SUPPLEMENTAL SHIELDING. t t t t t t t t t t t o MIH � t t t J t BU HING t 1 t t t t t t OW IGH DOORWAY VOLTAGE VOLTAGE GANG BOX GANG BOX NOTE: IF WIRES GO THROUGH STUD LESS THAN 1-1/2" FROM EDGE OF STUD OR IF A HOLE IS DRILLED THROUGH A 2X4 STUD LARGER THAN 3/4" A NAIL PLATE MUST BE USED ON DRYWALL EDGE(S) OF 2X4 - LOW VOLTAGE WIRING (RG-6 TRI-SHIELD, CAT-5e, AND/OR SPEAKER WIRE) - HIGH VOLTAGE WIRING (ROMEX, AC WIRING, ETC.) LOW -VOLTAGE DEVICES LEGENDS UNIT LEGEND MULTIMEDIA OUTLET: (1) DATA CABLE - DATA }�- (1) VIDEO CABLE - TV1 MULTIMEDIA OUTLET: OO - (1) DATA CABLE - DATA m MULTIMEDIA OUTLET: O M 1 DATA CABLE - DATA �I DATA CABLE - DATA (1) VIDEO CABLE - TV � USB POWER OUTLET PASS & SEYMOUR TM826USBWCC6 m OR EQ. (2.1A MIN.) O m ® WIRELESS ACCESS POINT �- (1) CAT-6 CABLE TERMINATED IN COVER PLATED DEEP GANG BOX " SEE DETAIL IN T-500 UNIT DISTRIBUTION PANEL (UDP) UDP +- WIRED TO FIBER ENCLOSURE AT THE SIDE OF THE BLDG VIA: (1) 1/2" SMURF TUBE BY VOLTAGE INSTALLER CABLED TO MCR OR NEAREST BCR O0 m (1) DATA CABLE - DATA 0 1A b " (1) DATA CABLE - PHONE (1) DATA CABLE - DATA �- (1) VIDEO CABLE - TV1 (1) DATA CABLE - DATA (1) DATA CABLE - DATA ® 1 (1) VIDEO CABLE - VIDEO 1 DATA CABLE - DATA DATA CABLE - DATA (1) O FLOOR MOUNTED (1) VIDEO CABLE - VIDEO 1 DATA CABLE - DATA (1) DATA CABLE - DATA © O j_4 FUTURE WIRELESS ACCESS POINT INDOOR }L- (1) CAT-6 CABLE TERMINATED IN COVER PLATED DEEP GANG BOX SEE DETAIL IN T-500 O ` � FUTURE WIRELESS ACCESS POINT OUTDOOR (1) CAT{ CABLE TERMINATED IN COVER PLATED DEEP GANG BOX SEE DETAIL IN T-500 ACCESS CONTROL AND SURVEILLANCE VIDEO PROXIMITY READER MAGLOCK (BY OTHERS) ELECTRIC STRIKE (BY OTHERS) TELEPHONE ENTRY PANEL DOORKING 1837 (1) DATA CABLE PHONE TO MCR 1 DATA CABLE DATA TO MCR O+--- CARLON NONMETALLIC ENCLOSURE © [X( NI---,> )�- - TRANSCORE ENCOMPASS 4 TAG READER INDOOR IP MEGAPIXEL CAMERA - PoE PANASONIC WV-SF135 O �_ (1) DATA CABLE TO BCR OR MCR AS NOTED OUTDOOR IP MEGAPIXEL CAMERA - PoE �l PANASONIC WV-SW355 DATA CABLE TO BCR OR MCR AS NOTED OUTDOOR IP MEGAPIXEL CAMERA - PoE 1.5 MP MIN. L CAL POW RDREQUIREDE FIBER STRANDS NVR RACK LOCATION PANASONIC WJ-ND300 A/V LEGEND O0-4 IN CEILING SPEAKER OO -4 DUAL -VOICE STEREO SPEAKER (IN CEILING) MOBILE DEVICE INPUT ® � }L- TOUCH PANEL O RUSSOUND BS BLUETOOTH SOURCE KIT n AV i�-- AV EQUIPMENT RACK LOCATION Ol-- AV FLAT SCREEN LOCATION ® }�-- SPEAKERCRAFT RUCKUS 8 ONE SPEAKER POOL SPEAKER LOCATIONS/TYPES STILL TO BE COORDINATED INTRUSION DETECTION O +--- HARDWIRED RECESSED SECURITY DOOR CONTACT �LUJJ (INSTALLED AT ALL ENTRANCE DOORS AT FIRST LEVEL ONLY) HARDWIRED RECESSED SECURITY CONTACT L� (INSTALLED AT ALL WINDOWS AT FIRST LEVEL ONLY) 0 SECURITY KEYPAD MCR and BCR notes: 1. All installation work shall meet applicable local, State and Federal codes. 2. All fire stopping designs will be the responsibility of the site architect. 3. All fire stopping as required by code and installation of the fire stopping designs of the site architect will be the responsibility of the installing contractor. 4. All necessary low voltage permits and inspections shall be the responsibility of the installing contractor. 5. All grounding shall conform to article 250 of NEC 2014 (if adopted by the authority having jurisdiction prior to permitting and/or the commencement of construction). 6. All primary and secondary surge and Isolation protection shall be the responsibility of the service provider. 7. Carlon ua9fn 36" sweeps recommended. B. Conduits must be at least 24" below finish grade, 36" recommended. NOTES: 1. All conduit shall be schedule 40 PVC or HDPE 2", 4", or 6" according to plan. 2. All conduits are to include a pull string. 3. All underground conduits to be buried a minimum of 36" below finish grade to the top of the conduit. 4. All underground conduit road crossing ends shall be marked with electronic markers. 5. All conduits shall use sweeps in lieu of bends. Sweeps must be 36" radius minimum. 6. Conduit runs should have no more than 270 degrees of bends between any two pull points, runs that exceed this should have appropriate pull boxes installed. 7. Conduit runs exceeding 200 feet in length should have appropriate pull boxes installed. 8. All conduits shall employ a tracer wire, such as Neptco Trace Safe RT180OW or equivalent. 9. If soil conditions require it (backfill/compaction material is not granular, or the trench bed is not uniform), the trench shall be lined with a 3" layer of sand on the bottom and a 6" layer of sand on top of the conduits before badkfill and compaction. • INFINISYS MULTIFAMILY TECHNOLOGY" 1825 Business Park Blvd. Suite C Daytona Beach, FL 32114 USA 386-236-1500 E-Mail: cad@rrh.com REVISIONS t� 06.16.15 FAI NetworkedAparimeni° FTTA Ready LOW -VOLTAGE LEGENDS AND NOTES AUGUST, 12, 201 NOTICE. This drawing is the property of INFINISYS. All information that is not generally known shall be confidential except to the extent the information has been previously established. This drawing may not be reproduced, copied, or used as the basis for manufacture or sale without written permission. This design uses architectural CAD drawings provided by Dungan Nequette Architects for this project and are used with their permission. Copyright 2015 InfiniSys. An rights reserved. DATE: 05/ 18/ 15 SCALE: AS NOTED DRAWN: GAU APPR: TRS JOB: CAPSTONE- COLLEGE STATION 901 REV. DRAWING N0: LEVEL � T-000 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2% to 4% 2% MAX.,1% MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 04% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR Q (1(/2"O X 18" 12" O.C. 114" R 314" (COATEDREASE) WITH HEAVY � -� 3'-0"MIN. * r + 4„ .•.-2% MAX. I I y P t ewOlk * ty (I + TRECYC HICK LEDAS MATERIAL, AT RIAL,1 MANUFACTURED / SEE NOTE 4 ` + + * ^e + BY J.D. RUSSELL CO.OR 3" LONG METAL OR PLASTIC CAP INSIDE APPROVED EQUAL DIAMETER TO BE 1/16" GREATER-17HAN •9Saa� + * ; DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2 OF #4 BARS oe 18" O.C.E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF (4"THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE A PER TAS STANDARDS n SIDEWALK EXPANSION ALONG LOCAL STREETS SIDEWALK SLOPE REQUIREMENTS SW1-00 & CONSTRUCTION JOINT 4"x4"x3/16" STRUCTURAL STEEL TUBING r SAWED OR FORMED, , a O.C. MAXIMUM -+-ram-8' O.C. MAXIMUM-1 -►� - r�-12" O.C. 118" TO 3/16°� I SEAL WITH EXPANSION ACCEPTABLE TRAFFIC RATED PAVER MATERIAL GENERAL NOTES: 1" MAX. D LAYING COURSE ALL AREAS INHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS TRAFFIC RATED ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. PAVER MATERIAL BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. T T �+ BEEN BARED BY ED CON CONSTRUCTION AND SHALURES L STAY UST N PLACE UNTIL ACLLED CEPTABLE VEGHE ENTIRE ETATIVE GROWTH IIME THAT EARTH S S WAI .K PAVER ►7ECTI ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. "VARIES 4' GREEN SPACE 1 y a 6' SIDEWALK•'•'•'• a PROPERTY LINE ?s � 23' (10' CURB RADIUS) 21.5' (20' CURB RADIUS) 16.5' (25' CURB RADIUS) '' w Q ai \ -y w CROSS SLOPE NOT TO EXCE 2% OR BE LESS THAN 1% NY w PORTION OF RAMP OR T ITION TO STREET 5' 3- 'SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION / TO STREET hG 5 o•J / ryh� + + Y / + + )PERTY E DETECTABLE / WARNING SURFACE y W SIDEWALK ++ CROSSWALK DIMENSI CROSSWALK MARKIN, STOP LINE LOCATION' BE AS SHOWN ELSE THE PLANS. DETECTABLE WARNING SURFACE PROPERTY LINE CONCRETE SIDEWALK " VARIES ' SIDEWALK h "" 23' (10' CURB RADIUS) 21.5' (20' CURB RADIUS 16.5' (25' CURB RADIUS � CROSS SLOPE NOT TO E 2% OR BE LESS THAN 19 SSA CROSSWALK CROSSWALK STOP LINE L( 4' BE AS SHOWI ~I THE PLANS. DETECTABLE WARNING SURFACE J C C 17 V I G J- #3 BARS @ 12" #4 BARS @ 18" ALO A -SEE NOTE 4 28-DAY CONCRETE STRENGTH = 3000 PSI THICK MIN. F FINISH NO E �L ORS SW1-02 ' NOMINAL VARIES NEENAH GRA ULAR SPACE IN PLACE OR I-- EQUAL VARIES ' TRENCH GRATE M ONLY BE ALLOWED WITH PR APPROV FROM THE CITY ENG .DER AND WHERE THERE IS NO ER STORM SEWER SYSTE AVAILABLE. * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION / TO STREET 6QP�/ + y PROPERTY LINE DETECTABLE WARNING i� SURFACE * 6' SIDEWALK �;^ 5' SIDEWALK 1:1 Z RAMP F:.. 1:1 SLOE '.:: �• in SLOPE ;� 1.12 � SLOPE MAX. EXPANSION JT. & EXPANSION JT. & 3' 3' SMOOTH DOWEL BAR SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH 11/22" DIA. II ,.2X 10 C, WITH BACK SMOOTH DOWEL BAR, BACK (CAP @ 12" O.C. BACCAP ( (COATED" O.0 Y OF CURB 1/2" DIA. X 16",WITH OF CURB 6' MIN. GREATSE) ED W/HEAVY OF CURB 6' MIN. GREASE) 6' MIN. CAP 12" O.C. (COATED WIHEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 BARS 8' EWALK AMBULATORY ►W3- VAMP AT STREET INTERSECTION * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION / TO STREET G by o�Jy / Y / 1 PROPERTY LINE DETECTABLE / WARNING �1 1 SURFACE Oft DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENERAL NOTES: GENERAL NOTES: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETE E WARNING 1. All R oP R Aa MAXIMI IM A OWAR F THE LEAST � FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAI UNCATED 29 OF THE TEXAS POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY LANDING WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SEC ACCESSIBILITY STANDARD THE SURFACE MUST SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. MAYBE PRESENT. NOT ALL LOCATIONS NEED THE I CONTRAST VISUALLY W JO NING SURFACES, CROSSWALKS MARKED- HOWEVER TYPICALLY COLLECTOR AND ARTEf�IAL STREETS DO. AS STATED INCLUDING SIDE F FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A V X 5' MINIMUM WITH A MAXIMUM to Z MAX, IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETE E WARNING SURFACE ADJACENT TO UNCOLORED RETE UNLESS SPECIFIED ELSEWHERE 2% SLOPE IN ANY DIRECTION. p q,:q:o:o:p ND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT IN THE PL 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS ivg o v000000o a_:c. LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN N _ aoo o 2. DET LE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING ANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. Li CROSSWALKS IS THE LONGITUDINAL ((OR"LADDER- STYLE). THE CITY OF COLLEGE STATION'S ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND � PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE 0 HOWEVER, IN THE NORTHGATE AREA ADJACENT TO SCHOOL OR SCHOOL ZONES AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY 10" MAX. CURB PEDESTRIAN CROSSINGS TAE LONGITUDINAL APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATI <vOM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETECTABLE WARNI THESE PREFERENCES WILL BE ALLOWE WITH THE APPROVAL OF THE CITY ENGIN 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. LONGITUDINAL STYLE M G SHALL BE 24" NND 8 FEET IN APAR "'SHE TNG C RAN VE ARK NGS SHALL CONSIST 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. OTHERWISE, PROVIDE FLARED SIDES. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS SURFACE ON LANDING AT STREET EDGE SW2-00 OF TWO 1 H W ES SEPARATED BY 6 FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. OF UNMAR MENT. ALL CROSSWALK PAVEMENT MARKINGS AYS MEETTxOOT'S SPECIFICATION KI OTHERWISE APPROVED THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN FOR TYP (VLESS FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE z LANDING BY T ENGINEE CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR Q z THROUGH THEM. Ir O I $ITIONAL INFORMATION A CROSSWALK MARKINGS 7, ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED 1-4- AN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND w>w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE oacc CROSSWALKS WITH BRICK PAVERS, ST . ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK arc WARNING SU DETECTABLE PAWLPARAL STAMPED CONCRETE, ETC., SHALL ALSO R R 'MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE RETRO-REFLECTIVE, THERMOPLASTIC TRANS ALIGNED WITH THEORETICAL CROSSWALKS, OR AS (DOMES RUN STRIPING. DIRECTED BY THE ENGINEER. PEDESTRIAN TRAVEL 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE ■ o 0 o t;:b:a G:p::p: SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES A CURB. N oo$o:q, .0:00 0 0.0 o SA;?oo. (TYP.) (PENETRATES) 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6" MIN FACE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10"MAX CURB CONNECT TO THE STREET. =ICAbe,4CEMENT OF DETECTABLE 13• FLARE ST LOPE SHALL NOT EXCEED 10% MEASURED ALONG WA G SURFACE ON SLOPING RAMP RUN SW2-01 -2- GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS ME �- REQUIREMENTS OF ASTM C-936 C-33. LAY IN TWO OR 2-3/8'�'° • UNIT BASKET WEAVE PATTERN AS DIR LAY FULL-SIZE UNITS FIRST FO Y CLOSURE UNITS a z 5' CONSISTING OF AT LEAST . >=NT OF A FULL UNIT. CUT LANDING O O O O 1 rx z0 DETECTABLE WARN[ UNITS USING A POWER SAW. 15'x JO t- wQQw 4" O O O O 1"� W>W LANDI z 4-0 8,aNO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DETF.CTABLF. 4" MAX OME SURFACE DETECTABLE WARNING PAVER WITH 3 a AND USUAL , SION JOINT TRUNCATED DOME SURFACE WARNING PAVER S REQUIRED 1" MORTAR BED - SHALL CONFORM TO - SIDE f E o SID SIDE FLARE -� N 1:10 SLOP iv TYP) CONTROL JOINT PERMISSIBLE MAX. (TYPICAL) .e a FACE OF MIN. 4" 6' FACE OF (TY L) 4' RAMP WIDTH (TYPI CURB (TYPICAL) CURB No. 3 REBAR Al: TI GATED DOMEPA7'1'ERN BO 18"((MWA�)) ON -CENTER ^, w AMBULATORY FLARED WINGS I�1l�!l�91E CURB RAMP DETECTABLE WARNING PAVER SEMONA A -SHALL CONFORM CIFICATIONS I� r Le CITY OF BRYAN The Good Life, Texas Sty le.' DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGUREa W SHEET 1 OF 1 3" MULCH DO NOT PI IN CONTA( 4" SAUCER SLOPED GF TO FINISHE BACKFILL \0 50% NATIV 50% SPECIF LIGHTLY (- TOPSOIL MIX BENEATH ROOTBALL ALLOW FOR SETTLING. TYP I CAL BALL & BURLAP TREE D ETAI L Not To Scale REMOVE CONTAINER & LIGHTLY SCARIFY ROOTS & SOIL BEFORE PLANTING. SET PLANT 2" ABOVE FINISHED GRADE LOOSEN SUBSOIL AT BOTTOM OF PLANT PIT 4 MIN. 1211 1211 MIN MIN. TYP I CAL CONTAINER SHRUB D ETAI L Not To Scale RIOT CUT LEADER ROOTBALL 2"-4" 3" MULCH VE FINISHED GRADE; DO NOT PL NOT COVER TOP OF IN CONTAC )TBALL WITH SOIL 4" SAUCER RI SLOPED GRA TO FINISHES FINISHED GRADE ALL BURLAP & v Y11 \L I ITOP I/3 OF ROOT BALL. SAUCER RIM 3" ABOVE FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE. 4" MULCH IN PLANTING BED. FINISHED GRADE �1 BACKFILL WITH 0 50%NATIVE SOIL 50% SPECIFIED TOPSOIL MIX LIGHTLY COMPACTED TOPSOIL MIX. 1. VERIFY ALL UTILITY LOCATIONS IN THE FIELD BEFORE BEGINNING WORK. REPAIR DAMAGED UTILITIES TO OWNER'S SATISFACTION AT NO ADDITIONAL COST. 2. VERIFY QUANTITIES ON PLAN BEFORE PRICING WORK. NOTIFY LANDSCAPE DESIGNER OF DISCREPANCIES IN QUANTITIES PRIORTO SUBMITTING PRICING. 3. STAKE PLANT LOCATIONS FOR APPROVAL BY THE LANDSCAPE DESIGNER . BEFORE INSTALLATION. ADJUST STAKED LOCATIONS AS DIRECTED. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL OF THE LANDSCAPE DESIGNER AND OWNER AT ANYTIME. 5. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIALS, FREE FROM DISEASE AND PESTS, AND MEET OR EXCEED THE STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK,LATEST EDITION. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 6. MULCH ALL PLANTING BEDS WITH SHREDDED HARDWOOD MULCHTO A DEPTH OF 3. 7. PROVIDE A 4' DIA. MULCH RING, 3" DEEP, AROUND ALL TREES LOCATED IN LAWN AREAS. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 8, ALL TREES PLANTED IN SOD AREAS SHALL HAVE TRUNKS LOCATED A MINIMUM CLEAR DISTANCE OF 7FROM EDGE OF WALKS,CURBS, WALLS OR ADJACENT BEDLINES. 9. PREPARE ALL TOPSOIL USED IN TREE AND SHRUB BEDS AND IN GRCDIBP�(S3 BEDS IN THE FOLLOWING PROPORTIONS: 4 PARTS NATIVE TOPSOIL 2 PARTS DECOMPOSED ORGANIC MATTER PRE -MIX TOPSOIL BEFORE PLACING IN BED. 10. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR DEFOLIATES WITHIN FIVE 2) DAYS AFTER PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIE MATERIAL. 1 1. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL DURING INSTALLATION CONTRACT PERIOD UNLESS OTHERWISE SPECIFIED. MAINTENANCE INCLUDES WATERING_ , SPRAYING WEEDING MULCHING STRAIGHTENING FERTLIZING CLEANUP ETC GENERAL NOTES: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALE AN D DRAI NAG E AREAS, TH E PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS ON THE SITE THAT ARE NOT DENOTED AS PAVED AREAS WILL RECEIVE SOLID SODDED GRASS. 3. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED BY CERTIFIED IRRIGATION INSTALLER TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE, PRIOR TO CERTIFICATE OF OCCUPANCY. 12. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 13. IT IS THE RESONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WATER APPLICATION RATES AND TIMER CYCLING. THE IRRIGATION CONTRACTOR WILL INSTRUCT THE LANDSCAPE CONTRACTOR ON THE OPERATION AND PROGRAMMING OF THE CONTROLLER. 14. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS -BUILT DRAWINGS FOR ALL SLEEVE LOCATIONS, IRRIGATION MAINLINE, VALVE AND CLOCK LOCATIONS; AND ALL LOW VOLTAGE LIGHTING CIRCUITS (IF PROVIDED). 16. NO GRAFTED MAPLES WILL BE ACCEPTED. 17. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE. IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. GENERAL PLANTING NOTES 5 Not To Scale BACKFI LL: 50% NATN 50% SPECIf LIGHTLY COMPACT TOPSOIL MIX BENEATH ROOTBALL TO PREVENT SETTLING. TYPICAL B&B EVERGREEN TREE DETAIL Not To Scale yvI LEP,DER S rnDoI Name Size Quantit Value Total LO Live Oak / Quercus virginiana 2.5-3" caliper 16 150 2400 + (Canopy Tree) o SO Shumard Oak / Quercus Shumardii 2.5-3" caliper 27 150 4050 ROOTBALL 2"-4" (Canopy Tree) IVE FINISHED GRADE; NOT COVER TOP OF )TBALL WITH SOIL DE Drake Elm / Ulmus parvifolia'Drake' 2.5-3" caliper .35 150 5250 (Canopy Tree) TA Texas Ash / Fraxinus texensis 2.5-3" caliper 34 150 5100 (Canopy Tree) FINISHED GRADE + CIDChinese Pisache / Pistacia chinensis 2.5-3" caliper 33 150 4950 (Canopy Tree) ALL BURLAP & RB River Birch / Betula nigra 2.5-3" caliper 1 150 2400 (Canopy Tree) WIRE FROM TOP 1/3 OF ROOT BALL. CONTINUE STUCCO OVER CMU WALLS - SLOPE TOP TO ALLOW FOR DRAINAGE I WRAP STUCCO 4-6" OVER TOP OF WALL WEEP SCREED .:I 2 COATS STUCCO SYSTEM WITH ACRYLIC FINISH SIMILAR TO PARER USA. (TYP.) v� APPLY WATERPROOFING MEMBRANE WEEP SCREED TO BACKSIDE OF WALL BITUMINOUS JOINT FILLER & SEALANT SEE STRUCTURAL DWGS. FOR WHERE CONCRETE MEETS WALL REFIFORCEMENT FINISHED GRADE SEE PLAN FOR ADJACENT CONDITIONS I r WEEP SCREED; LOCATE ,;,. taa•v .z `FrH.:x.:. s ;T•X,. 6" ABOVE STATIC WATER LEVEL __:........I L J :::::::::::III: ! I:::::::::::_:I ;......_._. _ POND WATER LEVEL APPLY CIM 1061 I: �I --_;-CONK C BG Dom`-..- WATERPROOF COATING u� ! I J I R. S�. L....UAI , (-L -j_....._` TO ALL OF WALL -;.T EL. __. I I , _ POND FLOOR — - -- I I I I . I— m- I... I 1 1-..-1 _._._ _....... I j ..._.I _' ► ..._.. I - . — I . L._ '9N3 '1D(12i1S 213d HEADWALL AT POND Scale: 1 /2" = P BUFFERYARD REQUIREMENTS CM Crepe Myrtle / Lagerstromia indica 1.25-1.5" caliper I I 40 440 (Non -canopy Tree) per cane TFP Tree -Form Privet / Ligustrum recurvifolium 30 Gallon 24 40 960 (Non -canopy Tree) TFY Tree Form Yaupon Holly / Ilex vomitoria 30 Gallon 3 40 120 (Non -canopy Tree) VT Vitex Tree / Vitex agnus-castus 30 Gallon 24 40 960 (Non -canopy Tree) EPH East Palatka Holly / Ilex 30 Gallon 2 40 80 (Non -canopy Tree) YU Soft Leaf Yucca / Yucca recurvifolia 5 Gallon 256 10 2560 (Shrub) OL Petite Pink Oleander / Nerium oleander 7 Gallon 286 10 2860 (Shrub) X WB Winter Gem Boxwood / Buxus microphylla 3 Gallon 157 1 157 O (Shrub) ) DWM Dwarf Wax Myrtle / Myrica cerifera 3 Gallon 237 1 237 0 � / (Shrub) , E V I E iJ `� E D FOR JY Japanese Yew / Taxus cuspidata 3 Gallon 226 1 226 COMPLIANCE x (Shrub) AUG 21 2015 MG Miscanthus Grass / Miscanthus sinensis 3 Gallon 123 1 123 Shrub COLLEGE STATION )EVELOPMENT SERVICES JAS Primrose Jasmine / Jasminum mesnyi 3 Gallon 140 I 140 'LAT FILED: 17S (Shrub) DYH Dwarf Yaupon Holly / Ilex vomitoria nana 3 Gallon 337 I 337 (Shrub) SJ Spartan Juniper / Juniperus chinensis 30 Gallon 51 10 510 (Shrub) Symbol Code Name Size Quc- LO Live Oak / Quercus virginiana 2.5-3" caliper E + (Canopy Tree) o SO Shumard Oak / Quercus Shumardii 2.5-3" caliper I (Canopy Tree) LC Leyland Cypress / Cupressocyparis leylandii 2.5-3" caliper 7 (Canopy Tree) MG Miscanthus Grass / Miscanthus sinensis 5 Gallon I (Shrub) EL Elaeagnus / Elaeagnus pungens 5 Gallon (Shrub) TL Texas Privet / Ligustrum japonicum'Texanum" 5 Gallon (Shrub) BUFFER CALCULATIONS 678 If of Buffer/ 25LF = 28 - 2" cal. Shade Trees 678 If of Buffer/ 3LF = 226 Shrub (minimum 5 Gallon and 3' Ht.) TOTAL TREES REQUIRED: 28 TOTAL SHRUBS REQUIRED: 226 TOTAL TREES PROPOSED: 28 TOTAL SHRUBS PROPOSED: 250 LANDSCAPE REQUIREMENT CHART Not To Scale ..A— _,%_ , 2 ° IN Indian Hawthorn / Rhaphlolepls indica 3 Gallon 464 1 464 (Shrub) DP Dwarf Pittosporum / Pittosporum tobira 3 Gallon 414 1 414 (Shrub) O TS Texas Sage/ Leucophyllum frutescens 3 Gallon 158 1 158 (Shrub) SP Sago Palm / Cycas revoluta 3 Gallon 148 I 148 uv, (Shrub) PR Prostrate Rosemary / Rosmarinus officinalis 3 Gallon 158 1 158 (Shrub) Pi Parsons Juniper / Juniperus squamata expansa 3 Gallon 762 I 762 (Shrub) HG Hameln Grass / Pennisetum alopecuroides 3 Gallon 1007 I 1007 (Shrub) ART Silver Mound/Artemesia schmidatiana I Gallon 861 1 861 (Shrub) SITE REQUIREMENTS SITE AREA POINTS CALCULATIONS FRONTAGE POINTS CALCULATIONS 717,433 sf / 1,000 x 30 = 21,523 points required 2229 If / 50 x 300 = 13,374 p ' uired TOTAL POINTS REQUIRED: 34,897 TOTAL POINTS PROVIDE 37,832 A SREICAERQUR ENS JUNCTION BOYS FRONTAGE CALCULATIONS NORTH DOWLING FRONTAGE CALCULATIONS 936 If - 50 If (Driveway) = 886 / 32 ft = 28 Trees required 678 If / 32 ft = 22 Trees req'd PROVIDED: 18 Canopy + 10 (%2 of 20) non -canopy = 28 PROVIDED: 20 Canopy + 2 (%2 of 4) non -canopy = 22 HOLLEMAN DRIVE SOUTH CALCULATIONS 615 If - 27 If (Driveway) = 588 / 32 ft = 19 Trees required PROVIDED: 17 Canopy + 2 (Y2 of 4) non -canopy = 19 O G, V lD: � ERS, LANDPLANNING SERVICES 402 Office Park Drive Birmingham, Al 35223 JECT NUMBER 024 t DRAWING DATE � _4_ I DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION �1 6-4-15 7-20-15 changes per City comment changes per City comment PRELIMINARY PLAN SHEET LS "8 LANDSCAPE DETAILS r P L A N T L E G E N D LARGE TREES LO - Live Oak p SO 35hcaul. + 0Oak 3" cal (( DD CP - Chinese Pistache TA- Texas Ash 3" cal. 3" cal. DE - Drake Elm RB - River Birch 3" cal. 3" cal. 0 CM -Crape Myrtle � VT - Vitex Tree 30 gal. 30 gal. EVERGREEN TREES & TREE -FORM SHRUBS X NSH - Nellie Stevens Holly 30 gal. LC -Leyland Cypress 2" cal. TFP -Tree Form Privet 30 gal. EPH - East Palatka Holly 30 gal. TFY - Tree Form Yaupon Holly LARGE 30 gal. SHRUBS SJ -Spartan Juniper 30 gal. DWM - Dwarf Wax Myrtle MG - Miscanthus Grass 3 gal. Q 4' o.c. 3 gal. Q 4' o.c. + JY - Japanese Yew 3 Q 4' Ml,, PAL - Saw Palmetto 5 Q 4' gal. o.c. gal. o.c. ® OL - Petite Pink Oleander j' 0 JAS - Primrose Jasmine 3-7 gal. Q 4' o.c. 3 gal. @ 4' o.c. TL - Texas Ligustrum `� EL - Elaeagnus 3 gal. Q 5' o.c. 7 gal. Q 6' o.c. MEDIUM SHRUBS g DYH - Dwarf Yaupon Holly WB - Winter Gem Boxwood 3 gal. Q T o.c. 5 gal. Q T o.c. OIH - Indian Hawthorn `. SP - Sago Palm 3 gal. Q T o.c. 3 gal. Q T o.c. Y DP - Dwarf Pittosporum PR - Prostrate Rosemary 3 gal. Q T o.c. 3 gal. Q T o.c. O,. TS -Texas Sage MU - Muhly Grass 3 gal. Q T o.c. 3 gal. Q T o.c. PJ - Parsons Juniper 3 gal. Q T o.c. FLOWERS & GROUNCOVERS ART - Artemesia ® AC - Annual Color gal. Q 18" o.c. 2.5 pots HG - Hamelin Grass 3 gal. Q 2' o.c. ~� - 411"1 F { Y (2)RB - GRASSPAVE (1)TFY os ,o os �05/'0s109' . ,0s os' s ;os ,os. s m ' Oopo, t 3 TFY. 'opopo 000 LLJ ,,,, • q,�, �, /I\ �n �s ' �n9 �� in9.5� -4n9rs�' in91 \.. �. `:\0�00000000000-00-0 Z O Z L • 9 �� �n Ov 0 0 po0'��rC MENT EASEME EAS MENT EASE EASt NT EASEMENT EASEMEN E EASEMENT [ASEMENT EASEMENT' �— EASEMENT . CASEMENT' = EASEMENT EASEMENT E0.5E «. E0.5EM OH O O� .. - �.°O00000so0°O 0 O o 0 0 1 O O O 00 9[IOIEN'% -EASEMENT-�AE�`E11 rT CEMENT- f SE�FN� -EASEMENT` �="SEMEN=- ��3tM` ENi-�",T �€lt"SE MENNT-E(5EMENT=EASE,M�NT EAS ENT =\ 9EMEC�T EASEMENT EASEMENT-�vEMENT=EA5CMEM EAS ENT EFSEMENT�= EASEEN- 57 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —._s—__s.—_s_____.�----m____.o__._._-...a.—_._._o.......................a._......_.._...o........._ m _a............. a..._..............a......_..__m____._...._.a-......_a.. _r.. _®__�e----�•_.••..,---tR------s------s s•----� s � �� ��--- —s -■ _ _ _ — -- ..............._......._... .__.—..._...-..........-_ ... ..................... ....... _._. __ _._.._....__._._ ..._.. 6 H T r O NORTH DOWLING ROAD FENEEE BERMS GRASSPAVE 0 00P O° 0 '0 0000 00000,0000 (2)TA (3)RB ..,...O0 0000C OO �000p0�00000°000 (3)RB 0 ..00 0000 00000ID 0000°p00000 OO 000 0 m �0 0�� 0 0' P9-- 0 J - .o .Os .os r05 109 '05 'os 1( 0000000000000000 00000°°0000 0 W w 000000000°0000(SOoop°o Z °00°O0°OOO°O°°O°O ° 00000000000000 O "" -. —! _J ° °0n0 -. n Jin9 ,s ng'rs�..:::�.....:::::::::::: n9.::, .... n9 ;s —T— NORTH DOWLING STREETSCAPE in \ EASEMENI 6' H T. OPAQUE FENCE 6' H T. OPAQUE FENCE BERMS hl`/'� 45 . - f' ~'`�: � � S: ''' . f.; III; ~ ' . • . a(`"`�. • - P6 , O � _... ___-__-- - - `'`-.., l.,' f •` • - . ��° GRASSPAVE o °0000C 00 00 000O °0°00 . O O �n9 rss --- . in9 rsT :n� s- ��9 ,se ng ,G--- �n9 ,�� — in9 .se --- ono 5 �n9 ,s� Ong ,5� �n9 r5� �ri915� �n9 is �n9 ; ° ° O O° o :EMENT --- EASEMENT — EASEMENT EA5CMENT. —� EA5EMENT — EASEMENT EASEMENT EASEMENT EASEMENT EASEMENT EASEMENT' EASEMENT EASEMENT EASEMENT EASEMENT EASEMENT• — .EASEMENT EASEMENT' EA5EMENT :EASEMENT '. EASEMENT' . %EASEMENT EASEMENT. -•i-," [ASEMENT j ° 000 ° 0` ;\ O°000000 op °0 o o oo Oo Qm wow JD J k I �)Iv,� GRASSPAVE -0 ,& - 0 - ....... 00p0 00 0� 0000 00p0 00 0 0 0.: O'O ~ 00 0000 o0°O 09i000 O 000000 OOO O 0 O 00 r Liv(-t O 00 O O 0 0 O O O O 00000000000� pO°00000 0000°0000°OO 000 OOp00O°000O00�p0°O O°OO°00°°00 000p00pO0p0Opp0°00°0�0000000°O O O O O �0000000p0000°000000 00000 D0000 0000000000000 O0 O OOOO°000000000000000r oo no 00 O r _ O Jn9 e. �n9 ,s .:.::_::::._::.. n9..:,5s..:.:::..�-- ::::.:::::::......in9 ;ss..::: n9...ss...._.......:....:...one.::;sE.::::::�--r—::::::.::::.:.::..:�ng ,se-�.: an9 ,se- rb'� °O O° °O / s 0 000 0�� 7-- 0 . i 6 HT. o _ _ ' ,0 �� _T__-- _____ -r' OPAQUEFENCE (3)LO - (51)MG ;i-� NORTH DOWLING BUFFERYARD " =201 0 to] a I 10 KaTivi 110 I= R 60 7, 1 M0 (5)SO (35)EL \ -,)L-%� (31)TL REVIEWED EWED FOR COMPLIANCE AUG 21 2015 COLLEGE STATION DEVELOPIMENT SERVICES PLAT FILED: `YS FAI O G El LANDPLANNING SERVICES 402 Office Park Drive Birmingham, A135223 205-949-2074 ''- PROJECT NUMBER 024 DATE DRAWING 3 -4- 15 DESIGNED DRAWN CHECKED REV. # DATE DESCRIPTION Al 6-4-15 7-20-15 changes per City comments changes per City comments A2 PRELIMINARY PLAN SHEET LS 7 STREETSCAPE PLAN LARGE TREES LO - Live Oak o SO 3" caal. + 0Oak 3" cal. + CP - Chinese Pistache TA- Texas Ash 3" cal. 3" cal. DE - Drake Elm RB - River Birch 3" cal. 3" cat. CM -Crape Myrtle VT - Vitex Tree 30 gal. 30 gal. EVERGREEN TREES & TREE -FORM SHRUBS X NSH -Nellie Stevens Holly a. LC -Leyland Cypress 30 gal 2" cal. TFP - Tree Form Privet 30 gal. EPH - East Palatka Holly 30 gal. TFY -Tree Form Yaupon Holly 30 gal. SJ -Spartan Juniper LARGE SHRUBS 30 gal. DWM - Dwarf Wax Myrtle MG - Miscanthus Grass 3 gal. @ 4' o.c. 3 gal. @ 4' o.c. j 1 JY - Japanese Yew PAL - Saw Palmetto 3 gal. @ 4' o.c. o 5 gal. @ 4' o.c. OL - Petite Pink Oleander JAS - Primrose jasmine ®3-7 gal. 4' o.c. 0 3 al. @4' o. . TL - Texas Ligustrum K EL - Elaeagnus 3 gal. @ 5' o.c. ; 7 gal. @ V o.c. MEDIUM SHRUBS (10DYH - Dwarf Yaupon Holly (D WB - Winter Gem Boxwood 3 gal. @ Y o.c. 5 gal. @ 3' o.c. lH - Indian Hawthorn SP - Sago Palm 3 gal. @ T o.c. 3 gal. @ T o.c. F' DP - Dwarf P ttosporum PR - Prostrate Rosemary 3 gal. @ Y o.c. 3 gal. @ Y o.c. OTS - Texas Sage kp MU - Muhly Grass 3 gal. @ T o.c. 3 gal. @ T o.c. 0 PJ - Parsons Juniper 3 gal. @ Y o.c. FLOWERS & GROUNCOVERS ART - Artemesia AC - Annual Color I gal. @ 18" o.c. 2.5 pots HG - Hamelin Grass 3 gal. @ 2' o.c. , .�� i i ♦50' ., 1 .t `__..i � � t.. ; . � ; '.' -' : '. ..Y '.k'0i$ "k ". '�• :'y e�Q„yv - y k $ o! e/ �'ly:✓ j� C •„ r �::. .. ..•1> vo— n . < ..! -.f � f.'. . i.%:.x�: SR- U.`!" €•q.iii��+�............ , ! f j _, "•-`t�.., s., i 4B �3 c� }� �.7�'.i is , %?: . - - �... rz � ' .:...�..N ! DE : (1) s LLJ >,.,-..%i :�xz,: •^tvcs 1 I , 5 � � t W ® :� .50' 50' 50' 50' 105 105 \`k (1)CM7Q5 SOS.OS I 1 tog _.._ ...c__•'-------._—_ __..� __._. ._.—._^ ..__...... _..t..._..�.___.._.—.__ .. cam,.......... s�....i _ .. - LU f^O { x W Y t 6' > .._. . . ..._ ......._.. ......... ..._ _. .. _. .. .. r_ r es=';a + j ,•/• +yG�1, q ]��}°i,� {}' t ,R. +r ,yj..a (�.^--� ._ 4 4�, �. e,../ •d:, 'h.° w ,rv•„W. ♦,y x � ^� + i 1. �5>T�k `^ , d.. �' ✓X' �' fi •.f �',L. 4 e..S "-. ! �'kR rt T / If ••`�., �_ _... . __. _.... _,—. ...-_ ._. . _-. ... _. ... _.- ._.. .__. f' i llkk\\T +F 4 .b� of '° •� +i " { ,h ,r, ,5 E _if _. __. ......... . ........... HOLLEMAN DRIVE SOUTH A HOLLEMAN DRIVE STREETCAPE PLAN--- ................. '-- PROPOSED JUNCTION BOYS ROAD q � , C7;lYSY15 )<p 7 E ro' : , n � .> ; ,.xkji f "' . ,' ..'. , - 'j'" -: - € i j] �, 1�• a_"Y•t; 11. yt' �i :.:l 1 h"' 2, i o-<%• t.,L9 g 109 09 9 v ,.. : ! (1)VT <' I (1)CM (1)CM (1)VT ' (1)TFP (1)TFP' �I , l i 1., i f . I g. ' .} •' 07 v+' e r ' 0,0 •...a n.... '' � -, �� - - , � - - , '#_ .r . 5 v.r""♦ ,+-.., yn<.t . .Y^=r, .r CY e t xx r" y y .' ;` `� ,.- " r. .. .. ., r E � S . .e -. ..:. A � F, k: a.i:au • +se,.w �• e Y Y 1^v.P :—• "°.a,. ,!`.A., „eij,,a,.L`;:,1f { EZZERIUMMYM am No WIN sm NEARIMINNUM on KHM� an K" emmamamm on no on MR 11=00111=1120= ME as IBM 4M MIN 11M EM KMEMNNMM�� ......................... ... .. . ...... . ........................ L l - ......... . PROPOSED) UNCTION BOYS ROAD JUNCTION BOYS STREETSCAPE 111-201 � ,T, o , Q m W z z (3)CM � — �+ Y. :E _ lilt U p U ..4F,f .: Q Q a s n SHEET LS-7 ® RE; ® M ® =! s \\\\ x RCW ZPI"X 0 0 S 0 I �Y is .° G F J i �R -. wh t aX �� fi C k i f t •T � m3 REVIEWED rbk--=-� COMPLIANCE AUG 21 2015 A COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: _ V i O G ® 4 ® V l.DE S, R LANDPLANNING SERVICES 4oz Office Park Drive Birmingham, A135zz3 205-949-2074 PROJ ECT NUMBER 024 DRAWING DATE � -4- I DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION 1 6-4-15 7-20-15 changes per City comments changes per City comments A2 PRELIMINARY SHEET LS -6 STREETSCAPE PLAN .y P L A N T L E G E N D LARGE TREES Q �c 1„ *•+..7tif + LO Live Oak o SO 3Shhu'mard Oak 3 cal. cn (3)BE O Y CP - Chinese Pistache TA- Texas Ash '0 3" cal. 3' cal. x, ' i ® 411Ar x ° . DE -Drake Elm RB -River Birch (2) S - x ' 3" cal. 3" cal. DP + "(5)DP CM -Crape Myrtle VT - Vitex Tree (3)DP • �l x x 30 gal. 30 gal. o (3)DP fi C� �/ EVERGREEN TREES & TREE -FORM SHRUBS �. (3)DWM ' ♦ =r' (2)PAL \ x x x 1 (3)DP �, (3)DP x X NSH - Nellie Stevens Holly LC -Leyland Cypress i n a t' _ 30 I. 2" cal. .`� (3)DWM "�. TFP - Form Privet 30 EPH - East Palatka Holly 4 Y % \ 30 gal. TFY - Tree Form Yaupon Holly 30 gal. (3)MG ® • SJ - Spartan Juniper 0 • 5 • WM- e - s -- ,�-' �� ® LARGESHRUBS30 gal. (6 D WM D Dwarf Wax Myrtle MG Miscanthus Gras ) )s 3 gal. @ 4' o.c. ® 3 gal. @ 4' o.c. p (2)CP (3 (7)PJ a (1) D WM ' - (1) t � _ 4 l + JY - Japanese Yew' b PAL - Saw Palmetto (7) YH (1)W13 YH • .+�°' F 3gal.04'o.c. 5 (14 )HG (3)SJ .{ (6)DP .:. ,ti.. - l gal. @ 4' o.c. (1)SP (19) H G \0 G �8) ARC ® ♦ ti ` ® OL - Petite Pink Oleander 0 Primrose @ 4 o tine 3��P (7)DYH 1 TFP (1)/�WB _' (2)SP (2)WB (3)P 2)SP ® TL-3gaals@ oc EL-7�ga�@6'o.c. (10 iBBL (7)PJ (7)PJ (3)IH -♦ ® .� MEDIUM SHRUBS I0 2 P (1) WB (2)W r ' \ `'r �d DYH - Dwarf Yaupon Holly (DWB - Winter Gem Boxwood (7) G 3' (1)SP (2)WB ® ! 3 gal. @ o.c. S gal. @ 3' o.c. IH - Indian Hawthorn SP . Sago Palm I (3�J (7)DYH _ xA� + (7)PJ a (3\ ® ♦ \ 3gal. @3'o.c. 3gal. @3'o.c. (2)WB (1)SP (2)WB Iwg �• fir: (D DP 3gaL@ittosp'�.rum i PR Prostrate gal. 0 3 oc� (5 (6)PJ (2�)AR `` .. (3)1� ® ��4a ) � )wB t.-' O TS Texas Sage fMU - Muhly Grass (3) H U9 (2)WB (1 ,h (1) 2) ♦ ® 3 gal. @ 3' o.c. bra 3 gal. @ 3' o.c. (2) B (7) C P s (7) D P (� )P J'' )P J (3)P ,. ® PJ - Parsons Juniper (7)PJ (3)OL (27)ART (1)wg (14)ARz9 (2)SP \ 3� @3'o.c. pYH ( T 4 ® FLOWERS & GROUNCOVERS (5) 313L (1)WB ()ART )SP (8 H �. r ART - A gal. 0 a AC - Annual Color (2)SP (15) P e..L (7)p� (1)SP Igal.@18"o.c. ® 2.5pots .0 (2) VB (7)DYH (2)S 15 ART / (5)OP • ® c HG 3ga.gTHamelin osc. }: (3).71 (1) WB � ( (2)SP I 1 DP (1)SP (�)pYH :a ♦ � � ) J x (5�Y (46)PJ (ART I I x 15) (1 jfTFP (10)OL (57)PJ YH ! 10 x _ (6)WB (2)CP (�)PJ (12)0 N o r t h I (30)BBL (5)pP 20 10 0 20 40 3 MG EN (30)BBL 3)SJ -, 1 R ,, ) R I — 20 -0 NA G�� (4)cP (2 )A � •' (1 P Gra hit Scale " ! I ( )DP (7)PJ (73)PJ: (3)JY ' P (1)SP 1 � 1)VT ! I ( )SP (1)WB U9 (g)pYH I (5)PJ )4G 3) J - (46)PJ J (3� IH x (S REVIEWED FOR (2)SP .: ( s �` (2T COMPLIANCE to (7)DYH (15)BBL ( TS 2 WB' O AUG 21 2015 3)1H (1) WB u J COLLEGE STATION �(5)BBL 3 J DEVELOP!'fENT SERV! I (7)PJ fs l r' IH:. PLAT FILED: TS CES 1 _ (3)IH l (7)DYH ,. (5)BB Lr9 (7)BBL �**--';,_: ,.,,..a {F� ,- ���f_.a... l.n �0 (5)BE (1)SP (2)WB* 2)WB ' M (3)IH 1 (5)BBL (2)MG (4)TA ��''llSle '„ (`SP 10)BBL (16)BBL (48)BBL (3)OL (3)DWM (3)OL j (1)MG (2)SP 7 rYH (4)JY (10)IH (10)JY (10)DP (3)Pi 2 WB 2 WB 12 JY (2)OR (5)WB 6)S� (5 PAM a (3)OL ( ) ( ) ( ) ( ) 5 JAS ( ( ) (2)SP ( ) (6)PR �" (7)HG / (1)SJ S (2)PR ry ( pWM L 3 PJ l + HG (3)OL (2)SP (2)TS Q (6)HG (6)IH + )HG ME + + D WM (1)WB + (6)PR r - + (7)DWM c9 (2)OL �S + + (12)�S (6)DWM (9)DP 3 SJ + + s ( ) �S (12)HG + (3)DWM (7)DYH (5)WB + (5)TS ?A EMENT - �(�Ell SEMENT — EMENT I. J (1 (5)JAS + �S (2)PR - . (7)1 \ — — — — _ + (3)DWM (5)BE �� // MG v - _ + — — — (3)OL -w --- b (7)PJ (4)PJ (5)JAS n (3)JAS / (5)PAL \ )VT (3)OL (3)PAL / (10)IH / (20)HG 0 )SP (6)TS ( )PR JAS / 2 (3)MG (3)OL e ( (2)PR (3) (16)H (4)BE / ! (5)PAL (2)PR 1 (3)DWM ! (20)HG — — — — — — - (8)JY (9)HG ®.. (3)PA (2)PR (6)JAS — — — (1)VT (5)J - — — — -ODWVF (5)IH (6)PR— / N (6)DWMP O D (3)JAS (9)HG SHEET LS-5 SHEET LS-2 O G U l�ERs, LANDPLANNING SERVICES 402 Office Park Drive Birmingham, A135223 205-949-2074 NUMBER 024 - DMWDATE ING 3 -4- 15 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION Al 6-4-1 S changes per City comments PRELIMINARY PLAN SHEET LS -5 LANDSCAPE PLAN )DP (2)TS (1)VT \ PLANT LEG E N D N o r t h LARGE TREES \ 20 10 0 20 40 \ LO - Live Oak o SO - Scal. Oak + 3" cal. 3" cat. Graphic Scale 111 _201-011 CP - Chinese Pistache TA- Texas Ash • �-� _ _ 3' cal. 3• cat. -_ DE - Drake Elm RB - River Birch (3) M G -_ 3" cal. 3" cal. CM -Crape Myrtle VT - V'dex Tree I. 3) D WM ` 30 gal. 30 gal. > (9)PJ -0- EVERGREEN TREES & TREE -FORM SHRUBS ® ✓ \ x NSH - Nellie Stevens Holly LC -Leyland Cypress 30 gal. 2• cal. TFP Tree Forth Privet (2) (7)IH .. 30 gal. - :f 7 YH TS EPH - East Palatka Holly (4) JY _ ((1)>i,•,, \ 30 gal. ® )TFP (2)S (1)TFP (1)TS f�7)IH ! TFY T F Y H II ° (4)JY REVIEWED For (2)TA \ (7)1H ()DWM COMPLIANCE (7)DYH (5)DYH (2)1H AUG2 .� (7)IH � '12015 TS t ® (5)B (4)JS COLLEGE STATION DEVELOPMENT SERVICES (')30L CID PLAT FILED: - ree orrn aupon o y 30 gal. SJ -Spartan Juniper LARGE SHRUBS 30 gal. DWM - Dwarf Wax Myrtle ® MG - Miscanthus Grass 0 3 gal. @ 4' o.c. 3 gal. @ 4' o.c. JY - Japanese Yew 3 @ 4' o.c. . ` PAL - Saw Palmetto 5 4' \ gal. gal. @ o.c. \ ® OL - Petite Pink Oleander / 1 JAS - Primrose jasmine 3-7 gal. @ 4' o.c. \,;,j 3 gal. @ 4' o.c. TL - Texas Ltgustrum n EL - Elaeagnus 3 gal. @ 5' o.c. 7 gal. @ V o.c. )ART CJ -� (4)PJ.' r� (1)P J N ( HG (3 )DWM (1)TFP MEDIUM SHRUBS n ( ) \ " DYH -Dwarf Yaupon Holly O WB - Winter Gem Boxwood @ 3' 3' % TS + 2 D p (3) S \ � 3 gal. o.c. 5 gal. @ o.c. ® ?; t (2)WB \ IH I d' Hawthorn SP Pal }t (3)S (7)PJ (1) P (1)SJ®(1 ,)ART (5) YH (2)WB ( OL ® (7)PJ 3)MG ` � ® (1 )ART (8)ART , . 1 VT WB (3)P �`�� "� (10)ART + (2)SP � (1)PR Q (3)IH (1)SJ (2) ® � jr, (1) +�(5) J `��• (27)AR1 (1)WB ' (5)0 (7)PJ )WB �V .. ® (3)MG (27)ART (1)WB \ 1 (3)IIf \.� �5' (2)TS 7 DYH ( , w ® 12 H G ( ) 7)PJ � 2 �� ( ) (15)ART (14)ARVO ( ) ® (1 ,, (2)SP FS (1 B (3)P ® 1 1)SP (2)S (2)PAL \�°t (7)D '- (7)DYH (8 RT `, ( T (7)PJ SP (5)DP (7 DP (14)ART (3)MG � (2)PAL (1)WB (7)DP (1)SP (6)DW (5 BE (7)DYH (1)SP (15)ART () 1 SP OL i (7)PJ (3 (5)DP 8)BE (4)CP (3)SJ (3)Si (2)SP- (73)PJ (21)ART �% '+ (7)DP (1)SJ - (3)JY (7)- DY (12)DYH (1)T P _ (2) S (7) (3)0G t (1) R (1) (7 IH t9 (1) R --. 8)DYH (2TS 1 (3 Y (3)DWM (4�)IH (jT (2)SP ' TS (8 YH t (3tj r (1)M (3)D M (5)PL (2)P�(5)P.L (3)� t; O - n an 4 J + (5)DP • 3 gal. @ 3' o.c. 3 gal. @ T o.c. '+� DP - Dwarf Pittosporum PR -Prostrate Rosemary �{ (2) WB (5) P .1`�►.. 3 gal. @ T o.c. 3 gal. @ T o.c. S (2) WB _.. " ' 1 , O TS - Texas Sage s MU - Muhly Grass + (3) \ • 3 gal. @ T o.c. 3 gal. @ T o.c. ' (5)DP (Y, PJ -Parsons juniper )SP` (2)WB (2)PJ 3gal. @3'o.c. HG + (1)TFP FLOWERS & GROUNCOVERS (1) S P ��'`� / \ ART - Artemesia AC - Annual Color S P ':r., • I gal. @ 1 B' o.c. ® 2.5 pots (7) (3)MG ' o HG - Hamelin Grass 3 gal. @ T o.c. (3)IH - (4 H (3)DY t ! \ P L (2)TS o O O (6)ART ( PAL O. WB �: /� )DYH O 5 (5)HG (2)PAL O (3)DP (5)I a ( ) DP \ (2)SP (3)IH 1 S �s 7 G + (1)TS (16)ART 5 H \ (2)TFP • _ \ Q (5)DYH (3)MG (6)CP \ \ / 01 4)VT (8)ART (1)WB H (2)WB \ •\ (7)DP P (3)P (2) 3)IH A. 011 (3)S (3)1 1)WB + ! SEE SHEET LS-8 FOR \ (3)MG 1 BUFFER PLANTINGS \• \ (5)DP 3 JAS \ (7)IH (5 P 1 TS ' (3)S (1) (6)D M Dj\ b s: (3)M (1 OL \. \ - (2 )TS �— (7)P 0-10 (7) ( ) (13) RT CA (1)W (14)ART \.\ 4 WB . A .;, (7)DY11 (2)TS \ � LL (7)IH (14)AR (7)DYH (1)WB \ T - (2)SP (15)ART (7)PJ ° (1)VT 000 ,o \ \ (8)HG (7)DYH (1)WB (13)ART F-a, . ;,: �;,.:sr....•.�,.,,.s g_tR•: .g__yy-• _'*:. --.�:� Q ° - 0 133 6-1;NN3 (3)JAS (15)ART OOooo o°OO 00o 5_h� \ •\ \ i —�° O° O °O '\ °°OOOOoo 0°°° 0°00°OooOboo°Ooo \ y \\ SHEET LS-4 _ 1�o 0, 000000 0� 0. 0 ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® t0 ® o - o'� o `oi®i _ o 0 _ SHEET LS-3 °000 0000000 N 0�nm 101 on 1 OOOQ O°°OOOQO�° O 00 pOOO°OO°. OOQ �. O oOOOoO0 oq0 0 0000000 Ooo oo° o0 0 0 00 0 OO oO o�O oO. ,.. ❑ O° o Oo Oo L Q0°Oo0 OU000O00C Q O oo0OOou v 000' 00 00 00 0 OQ k oO �0 0 Con °°0° lY ,0 '_0 1 i O G ® S lD ERS LANDPLANNING SERVICES 402 Office Park Drive Birmingham, A135223 205-949-2074 PROJECT NUMBER 024 DRAWDATE ING 3 -4- 1 5 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION 1 6-4-15 changes per City comment! PRELIMINARY PLAN SHEET LS-4 LANDSCAPE PLAN — 1N,7W35V] 1N3W35V3 1N3W3� \ 5 \ _ fir— w. `\ '`' ..,.�C+:.-� �..___'j "....irJ ` dill �dW � ® ® ® `"w' M ® M 0 ® ® ® ® M \ m � in % °. (1�A w (7)PJ (7)PJ (2)SP (3)MG SHEET LS-3 (7)DYH (2)SP (2)SP (4)PJ (2)SP\ , i SEE SHEET 7 PJ �7�DYH 2SP (7)D BH (1)T \ (7)D ���• �\ i, BUFFER PLA `> a \ 1 SJ s - -- (7)DYH�G�\ y \ O 0 (4)WB '+ y \\I (9)OL + (4)SP (3)MG (3)DP \ �- (6)DP (4)SP (5)DP( )AKP (9)OL �- (3)JY (5)IH (3)JY u� (3)SP ( )PJ (3)MG (6)OL �_o (7)DYH i�1 M (')SP (3)IH (5)DP (3)JY (1)TFP G� \ i J ( )PJ (2)WB (3)SP IH (15)H \ (A U) ( )WB� (3)IH (6)ART (�JTS (5)IH � s �y� •„� \ � \ PLANT LEGEN D LARGE TREES FOR S LO - Live Oak o SO - Shumard Oak 3" cal. 3' cal. 4 . CP - Chinese Pistache TA- Texas Ash 2 3" cal. 3' cal. O DE - Drake Elm RB - River Birch 3" cal. 3" cal. 1500. CM -Crepe Myrtle VT,- Vitex Tree L. 30 gal. 30 gal. RoF1 MEN EVERGREEN TREES& TREE -FORM SHRUBS 0 INSH - Ne fie Stevens Holly LC -Leyland Cypress ROM- . y W 30 gal. .l. All 0 gal. EPH - East Palatka Holly U• ` v='- _ al30 _ {. - II u \ SOONER - . a Li ! r� i/,a .i -a ',` '/, .� -r• =tom•••; //, :tr �,, r/.... ! Il :1.. al i (1, li ' ((.: 1'•' i i({: ?alp, ! J:1 ! .1 l(I,J,,.I 'iiGt! �! l 1. �. �. �. ,�\''�� i �• 4 �ys2 \1 �\ •l DWM -Dwarf Wax Myrtle MG - Miscanthus Grass W 3 gal. @ 4' o.c. ® 3 gal. @ 4' o.c. �G\ I + JY - Japanese Yew PAL - Saw Palmetto ciy I I \ 3 gal. @ 4' o.c. 5 gal. @ 4' o.c. 0 \ OL - Petite Pink Oleander JAS - Primrose Jasmine ® 3-7 gal. @ 4' o.c. 0 3 gal. @ 4' o.c. TL - Texas Ligustrum .\ EL - Elaeagnus 3gal @5'o.c. 7 gal. 6o.c. u1>� V 6 \ * O ky Gam\ 13 i - a • \ _. 1 • t .y r r S O ` O O 2 2 W I (2) (2)PR o r � (3)DWM (6)OL ! )WB 3 M ( ) ( (6) +, - (6 DP ( ) ( (4)PJ . • • i MG 7)DYH ' _�< � 14 A 6 DP ( ) (1)V (1) (6)IH (6)DP (5)PAL .�1.. (6)DP (6)II� (1)V (1� T (6)I " 3 PAL (3) ( ) ( ) �� ) (6)I. 21 H 21G (3)MG (3)SJ (3)SJ (3)MG (21)H (2i )HG (3)MG ( ) 4 IH 4 PR (1)TFP(3)SJ P ( ) ( ) (1)TFP (5)PAL ° ( ( ) (2) 3 DWM (3)PAL (3)DW (3)DWM (22)ART (22)ART (3)DW ( ) (1)TFY (3)TS (3)TS s 3 OL (3)0 `- (3)OL (3)TS ` • (2)TS ( ) SP (3)S (3)SP (10)HG (6)1H (1) - u u do (5)P CA (3)S 3 (3) ` (_0(3)DP (6) H (3)TS . (3)TS (3)OL �- (3)OL (3)TS . ' - (3)4S (2)SP (1)SP MG 3 SJ 22 AR �22 ART 3 SJ 3 M 3 DWM (3)DWM(3)MG a . (2)P (3)DWM (3)DWM(3) ( ) ( ) ( ) ( ) ( ) ) (3)0L (4)I (16)HG /�- (16 G (4)IH (5)DP (1)TFP (1)TFP (5)DP (4 IH (16)HG (1 )HG (4)IH (14)A�T 3 M 1 V / 1 (2)PR 2,5) P ,n� 5 PAL (2)W (2 1 V 1 T (2)PR ( ) (8 (8)IH ( ) (5 (5)D (8) } (8)I w ' b a w w \ 3 DP �* )DWM (6)OL (5)DP (3)Si \_ aT� (15)OL ( MG (7)DYH (5)PAL (5)DP (3)PAL ( TS (4)PR (1)TFP (2)WB 6T 4)IH (12)IH (1)SO I l 1 w c-,•rL:.-�— � iN, i+�:u' ftl•.;t>x��l`A-.: �••`i�`�.;•,.-J lM-a : it+.-4 ....�:...�.:��_. 14+. -g 1:.:-.. ,...,.�..or° F,--r:.. �....�i: r-s ,.,. ' � o ,` a . l '(5)SO o (5)PAL (4)DP C� (2)TS / (5)DP (2)TS ...... (4)DP cn (5)PAL (2)PR (2)WV (22)HG (6)DP (2)WB (1) L (3)JAS (I% (9)IH (3)JA (2)PR (10)IH (16)HG d�saeQQ�� 1� 11 _-Ago - p ■ x bit* I (3)TA (50)PJ (6)DP (2)TA (37)PJ s 0- VOLLEYBALL COURT P (1)MG (1)VT* (1)CM* (1)VT* (1)CM* (1)CM* M- + + `",•,. (20)A )TS l (20)A SP 5 5 10 IH' 4 SP (22)H 02)WB — (2)TS ��DYH °a (2)SP ( )IH (22)H (2�WB ( ) ( ) (4)SP (4)JY (2)WB (6)DP (5)DY 3)DWM (7)IH (3)MG (2)WB (6)DP (4)JY (4)OL (6& (1)OL (3))1, (4)OL (3) (3)PAL (6W (1)OL (4)% (1)MG (1)C4 (3)JAS (4)C (1)MG (3) (3)JY (1)C (3)JAS (1)MG (3)JY (9)IH (9)IH (1)MG (3)JY (3)JY (2)TS (9)IH (9)IH (3)JY (2)WB (3)JAJII� (2)PR (3)JY (2)WB - (2)TS (7)JY (3)JAS (2)PR ° oo 7 JY eT (2)PR (7)JY T (8)JY O k�.j1r (5)F �(42 DYH - Dwarf Yaupon Holly 3 gal. @ T o.c. ( IH - Indian Hawthorn 3 gal. @ T o.c. QDP - Dwarf Pittosporum 3 gal. @ T o.c. OTS - Texas Sage 3 gal. @ Y o.c. PJ -Parsons Juniper 3 al. Y o.c. g @ FLOWERS & GROUNCOVERS O WB - Winter Gem Boxwood 5 gat. @ T o.c. SP - Sago Palm 3 gal. @ T o.c. PR - Prostrate Rosemary 3 gal. Q T o.c. yip MU - Muhly Grass SOT 3 gal. @ T o.c. ART - Artemesia AC - Annual Color ISaI. @18"o.c. 25 Pots HG - Hamelin Grass 3 gal. @ T o.c. n North 20 10 0 20 40 Graphic Scale 111=201-011 REVIEWED FOR COMPLIANCE �,UG 12015 COLLEGE STATION \ DEVELOPMENT SERVICES PLAT FILED: ,�115 SEE SHEET LS-8 FOR BUFFER PLANTINGS \ (3)RB**\ O l U ER:), LANDPLANNING SERVICES 402 Office Park Drive Birmingham, A135223 205-949-2074 PROJECT NUMBER 024 DRAWING DATE � -4- I DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION 1 6-4-15 changes per City comments PRELIMIN PLAN SHEET LS -3 LANDSCAPE PLAN PLANT- LEGEND LARGE TREES LO -Live Oak o SO - Shumard Oak 3" cal. + 03" cal. C00P - Chinese Pistache TA- Texas Ash 3" cal. 3" cal. + DE - Drake Elm RB - River Birch 3" cal. 3" cal. CM -Crape Myrtle VT - Vitex Tree " 30 gal. 30 gal. EVERGREEN TREES & TREE -FORM SHRUBS X NSH - Nellie Stevens Holly LC -Leyland Cypress 30 gal. 2" cal. TFP - Tree Form Privet "e 30 gal. EPH - East Palatka Holly 30 gal. TFY - Tree Form Yaupon Holly 30 gal. SJ - Spartan Juniper LARGE SHRUBS 30 gal. " DWM - DwarfWax Myrtle 3 @ 4' o.c. ® MG - Miscanthus Grass 3 gal. gal. @ 4' o.c. + JY - Japanese Yew 3 4' _ PAL - Saw Palmetto gal. @ o.c. 5 gal. @ 4' o.c. ® OL - Petite Pink Oleander 3-7 @ 4' o.c. O JAS - Primrose Jasmine gal. 3 gal. @ 4' o.c. TL - Texas Ligustrum 3 gal. @ V o.c. EL - Elaeagnus 7 @ V gal. o.c. MEDIUM SHRUBS DYH- DwarfYaupon Holly O WB - Winter Gem Boxwood 3 gal. 0T o.c. 5 gal. @ 3' O.C. ( IH - Indian Hawthorn `x. SP - Sago Palm 3 gal. @ T o.c. 3 gal. Qa T o.c. DP - Dwarf Pittosporum - PR - Prostrate Rosemary 3 gal. @ T o.c. 3 gal. @ T o.c. OTS - Texas Sage ai MU - Muhly Grass 3 gal. @ T o.c. 3 gal. @ T o.c. PJ - Parsons Juniper 3 gal. @ T o.c. FLOWERS & GROUNCOVERS ART - Artemesia ® AC - Annual Color I gal. Q 18" O.C. 2.5 pots HG -Hamelin Grass 3 gal. @ 2' o.c. North 20 10 0 20 40 Graphic Scale 111=201-011 p . r SHEET LS-5 POND I ) POND PROPOSED JUNCTION BOYS ROAD J P'3 a; (1)MG (3)JAS y (14)HG (6)JY (5)DWM (2)PR (3)JAS (1)MG (3)DWI�- (3)OL (5)DP (5)PAL (2)PR (4)TS (2)PR (5)PAL (5)DP log ( DP 0)PR (19)HG 7 \ I A r REVIEWED FOR COMPLIANCE AUG 21 2015 COLLEGE STATION I DEVELOPMENT SERVICES PLAT FILED: *Ss 1)HG )CM )TS )PAL t9)HG (3)CM (49)PJ N lr M V) I� v� J J W W W W O G, lot z® lDER LANDPLANNING SERVICES 402 Office Park Drive Birmingham, Al 35223 205-949-2074 JECT NUMBER 024 DATE DRAWING 3 -4- 15 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION Z�_ 6-4-1 S changes per City comments PRELIMINARY PLAN SHEET LS -2 LANDSCAPE PLAN 1. 100% COVERAGE OF GiROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALE AND D RAI NAG E AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS ON THE SITE THAT ARE NOT DENOTED AS PAVED AREAS WILL RECEIVE SOLID SODDED .GRASS. 3. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED BY CERTIFIED IRRIGATION INSTALLER TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE, PRIOR TO CERTIFICATE OF OCCUPANCY. c9 cL0 �� v6l0 6� �Oo tD OL v rococo 00 \ \ 4§� LS�cL / /� v , v �\ \ > ��O> >- O' —4 ' \ e. ® c, 1\ •' } /1 Uzi 0. r V, v/ s S q \ 1-R E V I E i/ V E D F C COMPHANrF North 60 30 0 60 120 Graphic Scale 111 =60'-01 I O G �ERS1 LANDPLANNING SERVICES 402 Office Park Drive Birmingham, Al 35223 205-949-2074 PROJECT NUMBER OZ� DRAWING DATE 3-4-15 DESIGNED DRAWN CHECKED REV.# DATE DESCRIPTION 1 6-4-15 changes per City comments PRELIMINARY PLAN SHEET LS I OVERALL SITE PLAN '--�- � -,, A i , , " 1 -- - - ------ ----- -, � . , �!. , ,--,---------- - ------ ---- - -- ---------_----- C3/DI / � I ,,-' � ----,------ ------ ----------- ---- -- ------- -- 8 11 ; -.1, I %,r - -------- ----- --- i, / ',�' I /,;`�� - UTILITIES f', ,7 ,�: I Z�- lli,�� / f --- -,--------.,------ ---- lm' / , , � � ! - ------- - 11 / - . I 1, /I ; j� 11,i"---`-.�-'/ 11 � i I - - ---. - ! ". J � -, 1, I i -- - - N, - I I - / i I I I , I - , -:�- - I .1 .1, LOCATION ALINC �- - ,I' ,6jy - , /, // ..., 1/,-/� / i- , 1, / ,� I � , 1i . � /;, F ,,, , _ DU EX I i 3 1 . \ � , � � A I ; , , ; ( L � ,/ 11 1, -.-, I � I . - 3 / � e , 7i .. I ;i- INV A NO. / 1503S , . 4' . " �,, / " / ! / I - � I DU LEX /I / � / , / / ", ., 1, � I , / Lj ! I , ,,-- -`­ �� � ", ", 1----t A I I � � I A 1�� ." / ,/ , -- " , I 1, / i ,----I- 1 � .1 , \ I 1 -, I - Z, - , A- / - ------ -- - --- - - -- .-- -i L 11 1� ,� � , , , - (- I 1, , -�,:2 ,.,., . f, /;' il L-_ --.---,---------- '.. DH 5/ - . , , , , i �,..'l / I 10 �, � . \ L, \, lf. 1. 1; i - - " - I I I f . - -'� - , i; - I , .,? � : ----Ii-------- ---.- er - \11 �/" / i I . � , --�., , ----- -%----` � � i � -1w " --F- - , - .. ; � 11 I � -I,---------- , I ,� I I- , �,, I � I � % I , I I - , I -,- �- 11 I - i .1,11 �, I /I �,',� �;v �<.>.- ` '. �!,11 /,"', ." / i i ! 11 ;I i ��" �� '­ 0cp -;00" �'1- i .� ---- -- I - , , / I - I 11 - ..I, , . / i i I 11 , . " , - , - , , - ----� - - ; -,/ , -- , 11 � -Z - , . , ;' P�.- 11 � / 1� -, i 1 i -.: - , --, I I " I , � - - ,,- \ -7-)3 \1 " I . -0 - " I - -n, � I \ , � - � * , - /�,/ - - ., ., \ I , � 3�, - I I � .; , I 1� , I % 1, , -' , /' ;� .; :,' -, ""; /I / / / , I �, �. , DH 8/ --, / 1-1`�` I /� - , \ 1. ,REVISED !, � ,Ill.." 1. , ­,-1 -1 /_"/F - / '�. /f "I 40 - I � - , �, , , - I , t" � " -11 I 1, - I , , - I I I - I i � , - / -- , " -- 1, - I , - - "N"r r- X -A � I , -�-, L \ 7:, � / , I / .1 / , - --,----------" I i"- I - � I \�-, \ \, /I / , 11 Q / //,/, C -- , I 1. , � _ . 1, I " I - , , -, 1-, \1 I B R Y/4q;� S UTIL " �, 11 ,v.- i 11 -, -, - -, / "I �41 , --� " 'Y'i I I - / --,� 1. .., ---- /I - I - 1, 11 -/ , -- I � /. "'; - - , /'--,�� , 11, .. I / , 1, 11V,\.,, ;�� / 1 I --- 1/1 / ) :, / I 11 I/ . - I , -� 1-1 : , ,,, -, - I "I � �, I - - 1 11-, 'r,k' I I I 6, -,- z, / /I I I 1-1 1 2 . � 11 . � r / ^, I � '. I � - - - -, I I i I , f ; � . , r ' � , � ' / . / I f � / " ; . 147 11 � I -1 , i I / " , - I '11� 11 - I . I .1 1, �, � � - �, 1 � . , 1, 11, / , . , � •f I � , . , // - --,11 / " , i ,I'-�- / �� , 1. �, j A , , .�, " , " � ", - 4b IT,-' / . I , " ,- �, -- , r "I /" , I �, I t 11 "I / , ", \ �o ot., , , � - / � 11 "I, �, ,,�v 1-1 �.-" , . I " '' --, 7 " --1 `-� / ", 4q4 I - , J- '0000-hf4- - ; � 1 Al � , / / I "I / *` , 6 ii `�,, ---� , - A ',� ,/� , -- � � , , .r I i " i � - -- - r " ", , , �-, , ,-- , / . , , - 1, 1I " - I / , / r . � 'I , � I � 1� I -- " ly , ,, I , I / I- .- I 11 1, . .1 I / , � I , k , - I , I - - -1 i "r "I , "I - / .. ,x 1, , I - 1, I I I - I- - I -- I 1.,I - el I I I I I I '. , - , I - - - . -- . , I - _ r ,- I ,---f I I �y I '1-1 - " i , / i%� I K / / - -, / e, i , ,/ / � I , / I , , C-) I. /--,--,- -,- "I 4-- -��, �- I , , 10 - I - - a, I /i e I" 1---1 ", " I /, , I � ,� / J, It- / r, - / I / -11, , I . . r 11 I I- I . - - I K I , -� -1 - - / - / - . , , f / �, , -, - - / .1� ,.-,,,-,/ , I -.- 1. %,T / f . "I I f , I -1, -,- --, ,,- , I . 1, -- , I � , , -� ,,��, , 1, I / 1i A) " - - " - , j1 ,� . / / / , / , ., " ,/ --- , - , , I - I -, , - I /. A, 11, - 1; I- I , I 11tiy -- - ?I'- -1 ' / I , �� , , I \\�1-1 I ,�- - , � i r, 1 / - I , ---1 ,-/ 11 (o X,/ � , , I (1) 1/1 � '- - j; /Y I/ / / % 1, / * 'I" / " , /1 I'.,, I , I -1 - I '- I I- I - , r / i ------. ,, / / i / � -11 - , I - ,-, '- , ./ � " i I , i ,� � ", '? I � � " 40 1 i -, -, �, / I , i / , . / I "�` �� , / " ,, I , � � Jr.� � r -� I - - I i, / � " , .,- - --- - - - X - - - I I �, I .. 1 �, . , /1� 1: ;. I' �', r " I . I - ,'11, � 1-; , / ", I / I I/ I", - , 011--!'- -- --- - I- I , , e, . i. / .. "'. 11 I I -,.�, ,i z / , zzz -- / �-'­­, . , I 1: � I ;, I - �--, j �, / .1, "I-- �/I /� I , �, I , - I / / I'll 1, � - , I - , I I/ . � le 1� I - . I . -*., --,",", � � / , 4, , Ire' / :1.. ;, , /,' ," / / I - I , ., - ,� A:) - , - I � -`Ak�`� I ", / 'L I , 1 �', \, , -�)�(,-, - - - - , ; . / 11 / i t 1-1'1�,- - I- /11�, --,- 11 / - ::��- z I , ", _-', ; / i f , ifi 11 - - I / - ! ; I - I , - / �*- - - -- ' c " 11 - I - 1� � 1, , � 1�,- "', I . i � v - - I / 2 / --,, - � / ,%�.,--, ,,� -�', � � , lz� - 1\ �, ,j-�, � , , I , , � ; - 4 ----- " / / / /I / V ,,,, I 11 1� � - , I ---,.�-- . �� � / I " I oop 1, • � , -, I . , - , 40 -, / " �, -,. 1, by -- " % �\. - � , ,z ,--- - - - �� -� .,,- - --___ I - I / I I/ I-,` 1, --, 'I-, ,- 11 / ','� - - -, e ,­ / '1� --- -1 I . .. - ..�; I , / , 1, X 1� "I , " r I ) - - --� �� -- - % " I 1 1, -, 1\ ,-, --,--.� ---- - I / \ \ // / � 1%%�. / : F 1�xl - - , 4, ,,, , - / "I -1111 - ,;�p ", - I I I , I / I , , I , / , � I -,, f,- I - I,-, --, 1I1--L', ,1,. \ , -I", , " � <. - ,--,,---- t - �t`- �-- I 0, / -I �3 , 1 / /0 " ,� "1,/ \ I 1" , 1/ - -E,, /,/ �\/ �� ,1 0j, -�, ��,.- / 1 , ,,er 11 / /1 " I / "'/' / �. I< - c sA� ,\, "I \ , 1 /--1 ,/,I,/ /,/ " I / �I 1 1 � , I- \ , "' / \ / -t, -' ) �i ,I / \ I - - / / - I / - / - -1-- / / !"me;/I / , / 0 ,- "%- \ I' / i / A-,1 \ \ -, I/I 1 Q5 iI � \f, /i -- I � -s, f , / \ / -- 1 I j y Y. l� r / ,,/ h -- � s ---,/ 0NH --i, ,I / .1 / - I , / ,I /- "- I� I. I z ,I- " -I " , Q -q - � --- -- -� :rI --, .---- ------I----7 -' , I I - ---------�-----­---^.- � . ,m . , ---b--� - )1 "- " -" 1 , j, /" - / v� u \ \-/, A $- / I P- I" \, / -RI, , �/ 11/ - -0 - y, ",- / , .--,- - - -- Ik I ,,��� , I -;,"/.b,�, J i///./ --- � j --/-11 e- Ii :, I �-- 1i --- :7��- X -,� , -"/ I 0 -,� / -- " I1 /1 I , - `".'.` � s I ; / e i ,'-I`,%I,,; I// ., I , / ,I /�I QI�I - il -, I ,1 o,�- ;�, %� / $---P1/I, � ' , .1 I -, , K, " " w I I , .,-,�/ \ 1 - '- , - , , / /�I/tI I I � /f /-/ - - 1q, -I--/" -1,fie, -.- -�I,t, /!, / 1// I '. /-t / / / �� ? ; - 11-; - ---PL:---- -'----.----------------- --! !,' -�n- -_ ----------- - ---J- - ------ -----,-", -- - �i-------- --------.--� M� F, -Ar � \- �- --1k -a \ \\ 1�1 '- - , /, ,I - -11�/ 4 I14 11, , --- , - ,,/ /I ,,--/-, I2/I I / .1,1 ;, -A A . .. I ..f 1 U--I1I '. s1-1/ 11 ,t ",1 1 ,UNIT 5 -/ UNI, -I-I-TI I T- OOIi jWNz --, H1-O- UI / SE1! 1 I -, - --, - , ---- - -I"-I- I Ii 1 / , , , I IX. ,- -I' I , - ; I , /i I I / f\I -- , I'/I" Q -, - ---/// /, 4&j j--, --I 11 / , / / 1. 1ll, ./" /, ,�/ /,Z,Ij, �,I, � - - ! -"-\_-/ / N V, P, -� �' , 1 � 1 rn _- 4- - - - -" --- - ------- -- ---- ,--� ----- - - --- Qi-,1I-- - -�,� I� ,W ,s I -) / I, N6 �- 4 ..,- , - � I i,,If,; I" 1-1I,- -- I/. // � 1 \ -,," "\ // ,�N-, 1\1 \ 1II ,��- fI /-i , 1I -I -o, � ; -I- . t- .. &I, 5 --/1- , \/, ,x II, 1/ 1°I ,/ / s .?f/i / /, -,",` /Y iII1 - I/, 1 11-`- / 2 I/ I, * I,I-. 1 . - I /-11 - "1 ,0j11,,,/ , /' \ . " I A - "/,il/, I/ , /, / �--,� -,-, )--1 '-,� -AJ /I / ,'I "/ ,---1 'I -,;' /), j' // ,\' 1/ " "/I /i� � -1411-*/ Opp 5 J ,I- !-- / I / . /I" °, /.I11� ,/-�<Il ---. / k / (f/- .�A -1 ,1%1, , 1, /1; / ,�----�, I 1 I " I -1 r i ---11 / I , /11 I " I , \ "\ N, , �', -,--- " '' ', - � I .. , I I / - I . I 1 ,4 � , , - I I I \--`." - �---- I - w . 11 - , - � i -- =, / "- -- - I , - '. I " , /1 I/ I -� \ ; , ) / , , f ,� / , . ; / / . - - 'I,- --, - '-,, , ,;, , 11 , � , / , /I . 1 1: I j � ,' I / ,,,- f . t " I � I � . I ,i / /� I / .,-, f " 11 I I f , /? " / " � I , I I - � i , , --_, 1, / "I , / �, 4 '\ I I'll .1 " � / j I , I i 1.1 i /- - I- � I 1. " " , I , , � , / , , � ,t " I 4 1 I / I I �-,, " -- " , i 11 / // /-- I . � -,- . " -I " I . \ %� I I I -"/ I " 11 . - 1, I / , F - 1! � ., I . - \ 1, , I", I N I I I - � I- I �, , , � - / "I "I, - ; ,- , , ., -,�2 , -1 � I,- -- ! � ': - I '- \ , - / % . �1-1, N IN" - xol / I q , j " -� - . \ \ - - I - ; /j, , '�,� \ / � � 1. // - , 4- , , � , / I , 'o I I ., / ,- . 1--41 .11 -1 I J.OF - A / I - I 11 , , � /\ , --- , � I :, f , ". , " -- , . 11 � � I , I -, / �, , �, " "I / , �,- -, , -, , "i / --,- --- , - / , I .--�- /I . . I '. I), / /,�' 7. 1 1 " / I i 1. --1�1, -- . --, " / -- -; � - 11 - i I I ,/,� � I �o / , , \" " , -'- ", /I " � � If ; �� / / 4, , , I 40 I - - � - r. , - - - � L , I I / I / /' ,� - / 11 11 I � f / I - , / - - 1 I ''1 \ I I " I � � Q -- -- I - - d � . - , I-, \ ". -N - , , ,� // I I / / � 1! --�- '-1, A - I - 11 , / 1, -, �, - - I I - i 1, � --'--� , " I / 11 - 11---_-,'I, \ / � / t / " 4;� 1 I" -, --1 �- .--- - '- , , , ,--.1�1 - I \,- I i - ;1., I '-�, "", -,- - I �-., --. i Af --, ,�' 1�: --- --- -,"/ I III, - / ,- --. ,-- "\ ,Ile,-/ , � �1 1� � ,� .1 I I , P ,f , 't", , " , - -- � . 1! -- I, -- - -, - , / --,- 1 -� / - - - -- I , I I ,,� -', - � *IN. ,/-, ,/-, , . � ,/-, , I - --. I 11 � , I - " , I/ " !�, P, / !, , I , , 40 11 '-,", ", '�- �, � - , / 7 -� "�-- / ,/ I , \ ---\ - , \ / . !, 1, , . , -/ � 1, � I/ - - . --_ ! I - - - I -��- \ , / -r / " , I , 11 I - "-- / I _-- . - I -----, � I " / -, � �, - �,,� , I � � Z' Q I" -. - -- / . - - - , '- - - ,.' / 11 - / I f ---- / I / ---'l ?� ,-.- I -- � - _--1 � - - - / ',�,i . 11-1� �, -� � I - - --1 �, I I , ,V I -1, I % , , I r �. , -- - � I s , I I., Po ,-� f - ,--,- / ---I,_ - /- �� � / I -- , - -�-, ,i ­� , - -- - - -----?-- - - I �-- i ., . \ X � " f " '. '-- --- - -- -----,---f , " "I I I ; I . ,I , - z I N /I � , -", ; -,-� -- I I . , - ljs�- � i ! , I �/ - ' - . ! i I , I , - ,� , / �� -- / ! I "" I � I �%, \ ;1 I � I - -� t ; , !. 1 t`� .,-- -` " , , 11 ,/ -- �: � I 1, , � -- I f I , � - � i 11� 404�7 - \ � ! � I � I / / I" �-,- "I I I I I � -1 , " .1 �- " - J � -1, I , ., I , � i ; 1, I / - -� Jo \ I I - I � � -- 11 / , 1,� ,. "I i I r � I � , � I \ I I / " - ,11 1'-, I I - I !.� " -1 I- " � ; i I � � j f 1 '14 '---1,, " 1,* I i , I I 11 I -- , I I - / ", �� , I I I 1 ; , I � � - '.I I / -` , / i , �, �, --�' , "I /--- I , - -, j - 1, I --', , , , i / I -.- , / ;" -- -- I .- I - I 1--i ': , , , ,,, � I � �, " , Z � - '---- I-,_ , � 11 , 11) / - - 1 I r � � - I , I- I 1�� ,, , � / 'i , -1-. ---- , .-,� ; - , 'i -_ /(�-,- I -11 . � - -i - - � " , ! I , . 1. , . I / / / -� - � , , I -� " �, [ / i I I -- -:�:Z�� -� ,,- - � / Q " I I / I - , / - , \ �, , � -� " /, ! I � . " . - � " ,* / / f .11 ,--, � l-,-, .11 I .1 001/ ,- , ; � /' - i -- ; 11 I 11 I -1 11 :� I I . "I / \ k \- v ��., .��111 I , , " ; t - N, ; � - - "---, , - - ----1 , " 1, 11 ,� s ;I' I : ," ,�, _--, � - , i /11 �op � , I I . � z , , i 11 - D , / , - � , \ % - ,.� . I . I ,- ,- I -`-, " / I �- s I / I , , , - ,-- -1 - --- --,.-,. --- - - - / " - I - I I�; 1 k-- - --- --------------.----- I - ,- - .., , , , I "I . I i I 1; . , . � : � -- - I ! � " � -$�`" ----- ------ ---. - - \ - I i I I : V � - 11 '� -- ` ; . 1; , , A � -s I - I � I Nk\ / ­11 �i q ii I co I I - , 1, .0 ---- -1 �7- - � TV --- 1%.. ; I �-*- I I , F�2 1 . =--- - -- - �- -- - ---- �, 7 -- 1 I � I ­ , - I I--- ---- -- - - ------ --------------- ---.------- --- ---- I 12" L 4 Bars (� 15" O.C. TYPE 3 CURB FOR USE %1TH CONCRETE PAVEMENT O"; APRON NOT A SEPARATE PAY ITEAA NTS FILENAME: 1445-04—PV—Paving—Plan—PH2.dwg PLOTTED: 13 Aug 2015 — 11:25 am New Concrete I Existing Concrete Drill & Epoxy Pranos: d RsInforcement into Existing Concrete (Min. 9" Depth drill) Hatch thickness (Epoxy p--r TxDot 5016) to existing concrete d e <d d . CONNECT TO EXISTING CONCRETE DETAIL NTS FILENAME: 1445-04—PV—PcMnq—P1on—PH2.dwg PLOTTED: 13 Aug 2015 — 11:25 am Proposed Relnforceniont See retail SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail % for diameter, length and spacing (GREENSTREAK G—SEAL 626 OR APPROVED EQUAL) (3/4"008" @ 12" O.C. for curbs & concrete pvmt. Install per Manufacturer Specification 3/4" (1/2"x18" ® 12" O.C. for sidewalk) BACKER ROD 1" CENTER IN SLAB ,4 Burs 0 1" O.C.E.W. See Pavement : 7r Detail FIRST POUR SECOND POUR » 5 3500 PSI Concrete CEREMAR FLEXIBLE FOAM —I 6" 3" LONG METAL OR PLASTIC ' EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1 16" GREATER THAN "_ NOTE: DIAMETER OF DOWEL BAR Stabil zed S blgr de per Geeotech Rep \\\/\\\\\\ 1. CAP MUST BE LONG ENOUGH TO COVER 20 OF TO HOLD HE DOWEL END OF WITH ONE CLOSED END AND WITH A SUITABLE STOP THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. IGf�'T DUTY * CONCR E PAVEM NT OETAIL 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE To Be Used in Parkin Stalls onlyGREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 9 3. GREENSTREAK G—SEAL 626 MODIFIED PVC MATERIAL AND CERAMAR FLEXIBLE FOAM IS THE PREFERRED MATERIAL FOR THE EXPANSION JOINT. INSTALL, PER MANUFACTURERS RECOMMENDATIONS. EXPANSION JOINT (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) j,'4- flars 0 15" O,C.E.W. 6" ; 3500 PSI Concrete ume, or_Flv,.Ashh\ _\\ Stabilized Subgrade per Geotech Repart \\� STANDARD CONCRETE PAVEMENT DETAIL 3 Rebar 0 12" Centers Centered 4Vfithin 4" Concrete . (3;:500 pni) Concrr 71 n n u s n n n u u n s n nnn n n n ffj�u .. OR LIME ',ST/,31LlZED SUBGRAIDE STANDARD CONCRETESIDEWALK ♦ MAIL firs SURFACE MOUP'1T DIE RACK J`, SEAL W/ EXPANSION JOINT MATERIAL (SONOBORN SL-1 OR APPROVED EQUAL) Install per Manufacture's Specifications 1/8" to 3/16" Min. Depth = T/4 1-1/2" for Sidewalks See Pavement Detail LONGITUDINAL REINFORCEMENT (See Detail) CONTRACTION JOINT (15' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL-1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAL 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL SECTIONS) See Pavement Detail SECOND POUR FIRST POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE 4 BAR . 0.5" CHAttFER (TYPICAL)- .....-- L.4" RIBBON CURB DETAIL NTS AIRPAVE GEOCELL PLAN WIDTH OF ANCHOR PLATFORMS (13 TOTAL) JNIT PANEL SPECIFICATIONS: SIZE: 32' X 32" X 1" WEIGHT: 3.1 LB fRENGTH: 233 PSI (UNFILLED) 6747 PSI (FILLED) 100% RECYCLED(PIR) RESIN: COPOLYMER WITH AN IMPACT MODIFIER "NO BREAK" POLYMER MATERIAL COLOR: BLACK (3% CARBON BLACK ADDED FOR UV PROTECTION) FIRELANE SEE PLAN CELLS FILLED WITH AIRPAVE GEOCELL SOD (SEE LANDSCAPE PLAN) CLEAN SHARP SAND (OR APPROVED EQUAL) FLUSH CONCRETE CURB (SEE PLAN FOR DETAILS) \11 VI 10" COMPACTED SANDY —� SECTION AT RAISED CURB STABILIZED COMPACTED SUBGRADE GRAVEL ROADBASE (PER GEOTECH REPORT) (PER GEOTECH REPORT) NOTES: INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. POROUS FLEXIBLE PAVING - AIRPAVE DETAIL GRASS PAVING: FIRE LANE FLUSH CURB DETAILS 1jr-nit of Pavement Concrete 2" Tgi..a B FItV.C_ 6' Base ii LSss 1A -�i2eirforce�l . Concrete a.. SPHAL T CONNECTION TO CONCRETE PAVEMENT NTS FILENAME: 1445-04—PV—Paving—PI an—PH2.dwq PLOTTED: 13 Aug 2015 — 11:25 am NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s AND P.C's. TYPE'B" CONTACTION JOINTS Ih CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 12" 12" 114'R 314"R 114"R 10-112' - 3/4'R - 1-1/2' a 1" - 6" 04 BARS CONTINUOUS 1- AND 3" CLEAR TYP. 241" LAY DOWN GUTTER SECTION CiIYOa�YANAUG.072 DATAUGDICS UNIFIED DETAIL NO. (hvoFCOUEGESTWMON STANDARD DETAIL I STi-00 PAVING NOTES: 1. PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER DETAILS AS SHOWN. CONTRACTION JOINTS SHALL BE INSTALLED BETWEEN 2 AND 6 HOURS OF CONCRETE PLACEMENT AS CONCRETE CURING ALLOWS. AN EARLY ENTRY SAW IS PREFERRED. 2 SIDEWALK EXPAN;ION JOINTS SHALLBE PLACED AS SHOJVN ON PLANS AT ALL CHANGES IN GEOMETRY, OR AT A 60' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE INSTALLED PER DETAIL. 3. ISOLATION JOINTS SHALL BE PLACED 4T ALL IN —PAVEMENT OBJECTS INCLUDING INLETS, LIGHT [POLE FOOTINGS ANID CLEANOUTS. i\\\ i 2 ;. 4. ALL DIMENSIONS ON THIS PLAN ARE MEASURED TO BACK OF CURB WHERE APPLICABLE 28 5. ALL SIDEWALKS SHALL HAVE EXP, AND CONT. JOINTS SPACED ACCORDING TO THE FOLLOWING: 4 26 I 5.1. EXP @ 40' O/C MAX 5.2. CJ @ 5' O/C MAX >; , .: �\ 291. LEGEND _ h, �..:f�' `. Ewa LIGHT DUTY CONCRETE PAVEMENT (PARKING STALLS ONLY) `� i \ \\\\\\� a' 1F _ �` N � , /\ fee. ;t?.'• / .r .i,'bx .�- i < STANDARD CONCRETE PAVEMENT HEAVY DUN CONCRETE PAVEMENT // 24 J °� , •� 30 J `\ ` ,. Via'. -� �'� �,• v' t\\ / ;ct: �•,, `•i-<> BUILDING \/ y. POROUS FLEX PAVING61 PARKING LOT & SIDEWALK EXPANSION JOINT PARKING LOT & SIDEWALK CONTRACTION JOINT Z % '' �\ \�%r %µ `� `\� ., y;`•\\ y`\; ,,. PROPOSED SIDEWALK / '\ nc '� 1 ; '` '�x' 59 PROPOSED CURB EXISTING CURB !i 22'w � 62 58 as 21 '^®• ,C"t t f L f � v •, J/ ,:'> " ^ _ f i �;c ° t1�i r1, °.; � '',D,n ,„� � `�s.�,r °6R�.�, . ' tl \ 1Y h,3 _ ,i, \ •s/ <,as ° / �./ FAy1'i. r.•, >•k> - %"r� \ `` 4 - . .. pY "\.,/• \\ '. �{ � 34 ,7 °w / / /\ "/J '� s .':< T / Rf \\° •; \\\\ / >,H _Yr \\\ // .Y;rL // C.,'' r r I "w `'# _ '.,"'Y °+ jr / \\\\°" I�` 9 - - k�/ '..z .t ., , \ 14 / � y ^• : i„/\i> //' E ,/� k *`� \ d y°-.•}.4 ., /.., . 3.,�';;<.> � 't'ti�`ae'a ". / V ria'" 57 Is- 35 �J/ / \26A ON0000 / v'• ~rS °+, ° 7 "! ti r'.) - t, j°"' \ \ r � "' �, r '��:+"a'�.' ' -/ / 4 / / . g r ,( e7 "",` "' —k \ - � � { ✓ ;.',t"" J �L / / \\ 1 Fc•;v a>Li, ## V-27 dr 64 10, 65 / C4 s*a i r < 52 74, 40 • / .. _' \ \\ \\\\\ /! n, - e»kti' .t/(� �3 �'as' {'4 1 ($ ;p f,° ✓ - yY;; / \\ ' r \/ - °°° +. y � \ J ` j,u ` � 6+y 3T+'" q I q 4 I 3.[ i-•i ` e �'°,ar'�,Y'S >\ 51 1 � 4 ��t l � >, - '8. °"-; - any e f c<; .,. ° •' ,� \ / 4171 1 z> . " 49 • ",_; :f! T `°ytd .•s \\ <r t4` j/� . ,. ell 42 '` 46 / 4 «. ' :'!/ ,'',J%; j°: f/ 4 p $''a'4 V L / ,'ro' 8.i � '� " s p \ •\ � .,x r �/77© \ 44 REVIEWED FOR COMPLIANCE AUG 21 2015 �CI� COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: tE5 I •, � Ij ' I kI� I I II II � I I 1 inch 20 toot l V I NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. SEE SHEET WL-1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. LEGEND - e-wl-- WATERLINE WATER SERVICE LINE -6-m- REMOTE 6" FDC ® WATER METER 001 FIRE HYDRANT -- e-ss -•-- SANITARY SEWER SERVICE LINE EI SEWER CLEAN OUT ===6-R = STORM DRAIN CURB INLET ❑p JUNCTION BOX/GRATE INLET _ PVC EC _ UNDERGROUND ELECTRICAL CONDUIT , 2-w--- GAS SERVICE LINE ® BTU TRANSFORMER © CoCS TRANSFORMER CoCS 3'X5' PULL BOX -PVC TELECOM- UNDERGROUND COMMUNICATION CONDUIT i i f 001 //r.++-1 C3 COMMUNICATION PULL BOX CURB SIDEWALK -'-`-�- FENCE -ME-v-xE- FIRE LANE -- RIGHT OF WAY ----- - ------ ----- BUILDING MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT --- v3-s--- EXISTING SEWER LINE - - EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB -'- EXISTING SIDEWALK �■■■■■■� PAGE MATCH LINE PARKING COUNT -1 o Tc=329.63 ' I' �� /" . o00 J�//. T.979.260.6963 rP=333.01 ( ,�, F.979.260.3564 FF=331.25 i t i �.. lip/ /// % i ����/� //'// �/ /' TX. FIRM # F-1443 `•., i.� o TP=329.78 / / / p0 / / N" y j = 62 TP=329.79 TP=329.79------ A t TP 329. = ,` _��__...-_---_ -------------y ./��o / / A3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 778453 3 4.50 5 F/L=330.56 / / TC=329.70 - .. �~ // // / / / 'j �10 TC=332.89 / / / �,/ //� pp0 €I I I TC=330.42 1 1 / / / / ev°� / �3 . , / �� / / / / - PLAN &DESIGN SPECIALISTS IN c/ :':1 I o l 0 1 ^ / // j/✓� „ ' � j // ' R.fu/ . • CIVIL, ENGINEERING * HYDRAULICS 1 - 1 I i F L=32�71 // F/L=329.55 p / nc'// B 1 / / r.' / / "'/ /05"/ / HYDROLOGY •UTILITIES •STREETS I TP 333.0 I / ���/ �/ /s �/ � / + / ` SITE PLANS +SUBDIVISIONS 000, I i- ---- o TC=331.14 TC=330.45 ` ( / >d g¢ ,�.i �:�' - -yam 3 p0 / �,, www.mitchellandmo an oom ---- -� , cN / TC=329.94 �: .t / i� v�� /�'' �' 33 / % e� / � / y / -Firm s/tt%ts G M I TC=329.67 �/, a .01 ^G=333.23 ' I _ I I I �� .../• FG=333.20 1- _. I �i / // //, r� °y�`Ec` �// / ` i / 3 ° O VERONICA J.B•MORGAN ---^ L 0// // %/ 1 ..q.'..A....17689...0'fe• TC=330.50 // y1�Op :r/ j /✓ // .01 / / /% // I T / ��• 0 �/ 00, // // / / S�ova� to 10, cm i TC-333.11 I ///�7 / // / // 'j� p0 / II \ W W =334.75 i FL=330.37 //,-1 jj j% // ////'// / j/ 3�°� / R \ i� i\ `nY> / / ' ' ' '' ' '' '' ' y - O ,• T • � o 0o /' N ri // / // /0.00 % / vl� \ Z c to / /% // /,, •,fit/ ,✓ o // / / C // .000, ' p U ��/c. /� TP=333.31 a+ 0 /�i „'_..► // Vol TP=333.29 J j //��j� 0° ' �'/ �'"` f /' /' /V�• \ / / /v N ,.✓ FL=332.00 / // / /'' /'// // // % / oloo, 'oe '0"a ", < M 11001 Z ,�) °'* .i .. \ Adjacent Ground sholl be 1.25' (Typical) Below FF. (Min 6") Slab Grading Detail Typical 2 Steps (2W=12") Minimum 1 Step (1 W=6") AUG 2iMIS C 0 1-1 L SEC+ �., 9 V' 0 a� W Q, O d W O v apo NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. SEE SHEET WL-1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO GRADING PLANS. ®� 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. t i Inch 20 is�t � 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. LEGEND - a-ft- WATERLINE - s-w�- WATER SERVICE LINE -6- REMOTE 6" FDC ® WATER METER FIRE HYDRANT -- e-ss -- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT =a-_ STORM DRAIN CURB INLET ❑O JUNCTION BOX/GRATE INLET -PVC Ec- UNDERGROUND ELECTRICAL CONDUIT 2-w GAS SERVICE LINE ED BTU TRANSFORMER El CoCS TRANSFORMER O CoCS 3'X5' PULL BOX -PVC TELECOM- UNDERGROUND COMMUNICATION CONDUIT 1 C3 COMMUNICATION PULL BOX CURB SIDEWALK FENCE FIRE LANE RIGHT OF WAY --- ------- --- BUILDING MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT --»-\-%;- -- EXISTING SEWER LINE EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■■■■■■■� PAGE MATCH LINE PARKING COUNT $ \ Y ,./ MM �®�f���e FT/P/L.-.=3,33-222887..R`'cm55f"Ii�.. 76s9 7''It .: <�,�IIIiIjII %I `1;I`I ;a/i9/.�"i-3�-y�-_TTT-�PPP.=== 333122-2767-\...2�IIi8_1-239- (•.Ii��IIIIIII \ Ii.•\��?ji \-\yitI\`,';F#'I�i/ •./�_�.._ _ �''Wn`Ii(; NrnsWU I IlI _c :mc"/um"_".w..-_l_` ...../, \.,�_.Tp,/%,,..y7o�II. N E�•o /' /\'S\' TT\PP==i/ 33/// 2266/..01/03 ///6'' �/T/ CT�C0=f.9,=ot3/ r32�``20} FG6=00� '/ ''/'1�✓��II I ) //////G � //--�{/� '3_ i/-/ :� .t.j-,�_/ /_3/9 1-OF-�G0=�j3e% �23ms\ 8.�0��` A0 2 T=7 TP=325.94 `•`T./�C= 3:" 268.4�6 TP=328.56 1- 2" PVC EC 1- 2" PVC ECTC=328.23 ,w T-C=/3y2 ,id8TCW.F2=/2/3L2•J/ 3�.25///�79"'/ .4ry'od f7 TP=328.56 4w FF=329.50 .TC=328.16 TP=328.22 TP=328.56 '; � \ o /\ .'f a t!"rR JOE Ll f�s/a" -b6F/L=326.TP=328.56 w 7.24 TP= TP=327.35 TC=326.92 TC=326.88 F/L=326.57 ------------- FG=328.25 .04 n tcou TP=327.48 W I_we e,t-- ne Ll '; FG=328.50 FG=328.50 wo 0001 TC=327.52 .7.45TP=328.56 TP=327.66 /�//L=326.53 /j� 0000 nM!cou / /C32832/ TP=32772 ///FF=329.75 Oi( // 001 .00 TP=328.14� j// / ! 10-1 / / FG=328.50 FG--3250 / //10, / lee -411 REV .00 // 'i AUG 2 . FG=328.05 00 // �I Ed ✓og'SHEET G4M WIM M,= M M M M- M 1-3 M M M EM M"M E3 = 01 = EM M C3 Ml/ M 10 IM, CM M m M r-3 M / Y y I SHEET G6 f h E,s.•:. ws .. , .1: ice;. "• T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL. ENGINEERING + HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmoroan.com Firm #F-1443 8/11/15 ... OF .. TF VERONICA J.B. MORGAN .... .........................•..... 77689 O Q SS7CNAL Eab ut-�' ;j �?m m� Y CO T m n p,CY o VDU M N Z>� tna lO J�Ym j a m Li0 < Q _U U QZLL- Q Q�o � z U m O_ N C� V W C `L V O � W Q ^Q � �r V � J Q oa rTC=328.141 NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. SEE SHEET WL-1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. LEGEND - 8-ft- WATERLINE - t ft- WATER SERVICE LINE -6-m- REMOTE 6" FDC ® WATER METER Owl FIRE HYDRANT --- e-ss ---- SANITARY SEWER SERVICE LINE El SEWER CLEAN OUT ===6 STORM DRAIN " CURB INLET ❑p JUNCTION BOX/GRATE INLET -Pvc EC-. UNDERGROUND ELECTRICAL CONDUIT 2-w- GAS SERVICE LINE BTU TRANSFORMER CoCS TRANSFORMER O CoCS VX5' PULL BOX -PVC TELECOM- UNDERGROUND COMMUNICATION CONDUIT t 0 COMMUNICATION PULL BOX CURB SIDEWALK FENCE -F f-im - FIRE LANE RIGHT OF WAY ------------ BUILDING MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT ----Ts-:-'- EXISTING SEWER LINE " e-V:L EXISTING WATERLINE .,-.-,------- EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK lumwe■ml PAGE MATCH LINE PARKING COUNT I Scalr. , I � 1 inch � 20 feat � 1- 2- Pvc EC` '_ �^ TC=327.92 �° Fe TC=326.94 1- 1- 2" PVC Ecc 1- 2" PVC EC„ 1- 2" PVC Ec •' - 1- 2" PVC Ec `32 'PVC Ec ,' - TC 325.64 _ 1- 2" PVC Ec, /� P C.Ec 1--2 "• VC'EC 1- 2" P _ ', TC 325.14 "PVC/4C • - TC 325.07 H 2" PVC "1-, "PVC E, ' 'PVC :~ p ♦ ,. C EVC EC 1- 7" PVC EC ar- 1- 2 PVC EC 1- 1" PVC EC 1- 2" PVC EC 6O 1- 2" PVO�- 1- Y' V'� C EC 1 4" PVC EC 1- 2" PVC EC , 2S C EC 1+ . 1+ 1- ,_ 2^ .2 _ ` 1' °6S Op - F/L-324.58 ; / PVC �PEC ■ mm � �I■�1s ��■A■ , s rl■s 1 _I.M � 3 E.1..1 EE�A . �+�• �'�"' i® .� -;= 1►�i�' � , � : �rllli ■Il�lrl ' _ SHAEll �T G 3 °- •� / 'j/ . �� F/L=324.58 TC=327.92 /.. c,1 13 / u� p0 Qvr• N� TC=326.94 60 ,` f , TC-325.60 JTC=325.07 TC=327.30TC=325.97 , I_�, I . A!' TC=32 TP=327.13 \ TC=327.00 ' {j I' ♦� : TP=327.22 N- TP=326.98 ITP=326.59 TP=326,33 ; - .- `-=-TE12736 �.;J TP=326.85 II •. TP=325.48 �c y �'TP=3274, TC=327.45 W 14' TELECOM _:.1. ,.„„, ....... < r•'�.�PVC ._.._......- I. ', 11 n i ; �,.�_ COM j�Md PNC TELECOM TLTMM 1 _ ----_ ...,......_ \ I' t- LECA II I r- F .._. _ ... r' TC=327.46 TP32798 TP=327.1 I -1 ,PVC -EC 1------I • ' ' -- 1c =.r 74 1 1------J L_, ♦fC I I �I I a ,,. ' , , ♦. , . , �.i 'S 06 TP=327.95 I r- --- 1 \ FG=328.28 j FG-328.25 I I 11 i' :......... • I J TC=327.51 TC=327.83 FF 328.00 `F I 329.01 W I 11 r` CL08HW, SE, ?� _ ICI FF=329.50 1� O I II I I TC=326.89 I ;:------- ------ �: h . '' s _ 7 nV / I I Y I %^y=J/ I �I P=327�.�9,y✓FFG=328.62 FG=327.50 327.84 _ .58 FF=330 '1 ; , A_ I I I 1._•.. r------- I e o ��.��1 1_-�>- FG=327.27 ' .r TP=329.06 I 1 TC=328.89 4 0 . 1 o P'), �. TP=329.32 L-- TP=329.01 \� -_ �l. \ F/L=325.80` �� j f FG=328.00 ' TC=327.64 \\ . �y ' TP=328.00 , i F/L=326.06 < I %_ FG=329.50 \FG=329.57 \ ^ � I ,-327.06 TC=326.82 % _�C= 13 T - I I / \ FG-329.85 • " / ^oT n1I 2-2"vTE oM 1 2-2 "PVC TELECOM4Op TC=328.13 o ¢ \FF 329.50 T------------------O FG=329.7J `o Oo ' I 7 • �\ TC=329.89 I TC=327.28 f P t < I `� ° 0....,PVC EC i I Ip,0 } 0 1 TP=329.528------------------------------------- II; ` ' 1 I < I V Nr 1 TP=329.78 I !- ) ` r - o �0, I , �` I . , ` _..-.. I\ ,o / I I;� I o 1 F/L=326.37 P=328.00 / I o , I FF=331.50 II I j' N, - __ _,. _ ; I '� / I= •, m I I , TC=329.89 TP=329.84 " I - . _, -� �- -�9, _-,' FF=329.75 JN O _� Ih ' 4P'i v tl ? , 1 L-'1 ^ r-J •' FF=327.00 TP=32' - ' / ---- -- ----- P- 7 \' . _ TP=328.13 T 32 .06 13 "< TC=328.02 P -I `` , n O 9 «. .. _ PV n I 1 2' PVC I C I- .• PVC I C 1- 2" V; I C ,- �" Pvc O• G , ' : \ '"° '�.-•- ,, +.'1 ' a a' ------- ------- �O \ `` °^,°"°.rr•°'°".'^'.m".^^^'..-." `+;�J ,E 1� i ` e FG=330.25 tC FG=330.25 � FG=330.68 TP=32 - ♦" PVC ------------ \ ^ II ' I `_ F/L=326.72 `v TP=327.06 TC=328.38 I W - ,r . FG=330.54Er_j \ 7 ° TP=328.50 `. I II / TP=330.29 ' • - 2 FF=330.00 ; g TP=330.56 j` TP=330.76 I I 1 ` . 1 1 _ T - . I ------ -- ---- `-------------- -- I _ POOL I 00 I f I _ ._ . _ 1 a 4C - 60 TP=3: _ ' I TC=328.12 dd? q tvG EC ove CC I I \ < I I O FF= 332.25 1 0 - - - - - - - - - - - - - - - - - nm TP=330.62 \ Q T1 +u .07 TP=328.56 " 89 TP=329.61 TC 328.38 PC=3.88 y , o I I TP=328.50 i FF-328.50 FTP=3. t TP=329.78 ' I '------------- TP=327.3s 75 I FF=328. 7 -- -� TP=328.34 I I < FG=331.19 FG=331.17 Ic io 1-6'P CT� 1-6"Pv IC-1_6..PV I �6" VC IC , ' �J ItP "°\' _ \ " , _ o, ---- -o ____ IIIR 6 P C 1 C• ,- 8" PV I C 1- 6" PV 1 IO6•• vc I c noO3T31 OM »+-L;,: f �. TP-329.95 \ ' TP=327.42 " ..,• I - -- . ----------- I C I -,- 4 P\ C I C ,- 4" PV I C . - 1- 4•' PV c 1 I �4" VC c FG=331.43 fs',, p!°,t�`'d ,,:. V TP=328.40 L.'" - . I : i i rr' { , �C I 1- 4 P C I C ^ ,- 4" PV I C 1- 4" PV I 1- 4" VC c y �i'p';;�fl� '� \ y,. `• .-..,."- n r---- _ � ou N \ •li,'= \ '. 7® J��1 a � - o� TP'3 =331.33 �:"..aTTP=327.43 L �jE°'o„u. yr - � ...`".� " - r,.,..,..... ...-........... FGI _ .._ 'f';>� I-------- ----------- o o i oa I -- ----I 1' TP=3 TC=331.22 TC=328.22+ 4' TP= 32834 I; I * < 11ii 1 1 TP=327.49 TP=331.08 \\,1all I I t4 TP=331.34 TP=331.51 I 1 TP=328.50 TP=328.56 I' •" TC=328.37 Ij W` W W _ " I FF=333.0'� FF=328. 24TC=331.3941 , _....,------------------- --------------------'- TP-331.I _ / O 7 ' " F/L=327.59 iPy°c CEc�° "PVO FG=331.55 �' _ j TC=328.43ITP '-' "p+tt�-------------- I c 11 TP 331.51 1 1 =331,671�- - , 1 \ _-_ _-__�/ 1-4'^PVC TELECOM I""PVC TELECOM/-4"PVC'TELECOM . _. : - / \ FG=331.97 - 4. pvc FG=331.91 \ .i 1 .- / I TP=329.25 v -4'��/ ___ FG=332.171 \ / TC=329.12 / \ \ I r------- ----- F F = 3 2 8.6 5 �� •, 1 1 I I FF=330.75 FG=332.10 I \ l •� I POO'LHOUSE/CAMEROOM �� TP= \ ; I \ , _- TC=332.14 1 I / I 7rN TP=33 1.8 IL TP=329.12 ' TP=332.13 TP=332.26 f-J L L \III I FF=333.75 _�.- __ 1 +, _-...;- I IIt> I «d� I ,,lII r ( 4TC=332.14 .F/L=328.70 n TP=3372.1 ` - 1- - I 1 1• I I I I C 1 1 PVC EC 1 1 PVC E 1 TP=332.46 i TP 332 26 11 Po' 1 s FF= 331.00I _ I I \ 1 1 o I FL 328.69 1.,^ I 1 ii: I -�� � r�'1 ` n n �� iv - - - - - - Qj , d. E�Pv °Ec 1 4" Pv° \ • ' ' I Al � / r? a I FG=332.75 FG=332.67 CIA` 4`Pvc 00 - - - - - - - - - - ----- ---------------- f / w_. TC-3 9.37 L / FG=332.89 u EET G3 > I d E,J / \ = i -- TC 332.89 } TP=329.72 ! rr E I T / /' � 1 ....w ,.... s� I °�e -1 1 1 � rI�EET` `G � - v i ! _,.,._.. .,.__ .._ ,_..._ .._n-_ e.. ...............«„w.. ..,. ... ...M,..,.,...■ i- s TC=328.52 - 5- a= PVC EC + n 0 A 'P"" \ ®®I = TC=328.79 I TC=328.90 O V' P¢ I C \�-"" 1-/y/Pvc 1 C 4" PVC I c 1- 4" PVC/ I I I I TC=328.97 i" P' 8 1-•4" PVC 1 C .b �4" PVC I C \- 4" Pv/ I [� �`�,,,,•..„°. !'•pY �A 4^ 4 / \ I 4 o FG= ^-----� - " FG=329.25 9 TP=328.81 I /' r -- -- -- - ���-24 I TP=329.08 j n °G9a, 4 �- / F/Ls32E _/� mm Vq •.,,. . . - �1: 0 `_ I I--uE I . . , I , , _ _ . . . TP=323.55 ,.,,.,,,,»,_,__ ., .�„��__ wj . _ T _ . . . ' %, /' // / : "` -� .. 323 00 , ' I", I ,. TP=323.92 -_I "1. f1, , TP=323.41 ;LA � / i TP-323.92 r-",.~..-•. - ..: N.' . 316. ,` ' �. /I p 1 r € J TP=323.92 " r---... � ^Ir ` 0 .i o I- 1 TP=323.92 `" ,... i Scala p o p o ' o TP=324.28 �"�► r1 inch = 20 teat 3�7 _ cri 0 p p o FG=324.25 TP=323.92 5, M N 0 ! TP=323.92 •. _ _�`�` 32 . ® 3Aa M , N _ 0 1 --- TP=323.92 r•--•-.......,,..,-. j P=325.58 '"`^-- .• �► - '� .w, •u• . I I- 6 Ih 0 I FG=324.25 1 " - . _I « ... I DELINEATED WATERS g19 .. i` , / 1 ` `,� I L ' TP=325.0 r .... - TP=325.92 ' ,. > �.._ - _ t - t OF THE U.S. - , _I- • I �' cV ! .' C,- - 7 r--__-- _ _- .-- -- b._ . 32Q- - I ' 1 r��-� TP=325.92 `�_i;zz ,--` ---'-..._. TP=325.92 '5`L v 32 . � 1. . I I I I � " I I / ,�. ' �, ! `F1. FG=326.25 I I TP=325.92 - _-_ r» ��� / / f i 2l ��_ �- , ... FG=324.25 i `� I �1 TP=325.92 -� f $ _,..<,. , "�' 326.0 / '/ .. - . i } 1 , • ' T __ FF=325.50 1' l; 1 xI, TP=325.44 "-`.„,„_-- i . . - / TP=323.65 % »� "' t :�� - y TP=323.99 , I,' II I _�7 / �` » `" . / '�__ , <_ I , - - '� �, E% • �- - w j'� " TP=324.43 t I �1- �� 7P=323.87 . ' 1 �! 1 I / ` p I 1 FEMA APPROX. FG-324.18 / - T� I i 1 t TP=325.82 / �. v TP=324.36 "`�~;� , � II ,' FG=326.25 r I / \/ . �► - ' •.i ZONE A f ,./ 11 � _ I ,, I __ TP=324.28 ir/ dr►f -n. , /' """`++,,e- -1 r I I 0 / b. +: / / ! .,"..�1 _ TP=324.16 / , • +. w_� ��\�i - .:. r FG=324.25 , b(J . t coo ;_ ., „" 4► � ,', I , I ♦�I I ,'',/--J , • __.-1 _ \.R.w„,."T', -- 1 ,I I `Y / .r f✓" e' I FG=324.64 ",.. »».. M, w i TP=324.72 I ( M �. 1 , , (` • I r I -, i `'t ` '2 TC=323.91 w TP=323.81 _ 4 %-:__ - I - _ FF=327.50 I I /, � �f TP=323.93 it ',.` t-s•Pvo TP-323.8 FG-326.25 = 6 • I `a ;� . . \ I a . EG -," _ - __ TP 326.0 .. / I 'I, I w -, TP 324.01 III -�_ I \ R I --, I , TC-323.74 `1- _ '- - _ �' I -1 / - , I' I / I ! vo I TP=325.35 • , / 11 1 I / I FF=325.50 - . \ ;i I M 1'*" TC=324.31 �"- '""",.,,- -- ,.� j; ' a TC=323.97 fEaEcou� - Pyc EC ' TP=325.99 `� .,. 00 • ' ,� / - I TC=323.76 1 ,},�}Dc . -� �.� ^.•...s'.. _ ,� ,�'1 • I ' f .I :x _-_ r ! _ u W /„- J"•A'C TE' ° `"� t¢' 1-. „P C I • ��_-'""",„,.»„„_ _ '* \ ' / ' _ _ 1 00 1 I , FG=325.04 - - « _.w �i1 //. - I you '�� a ` y TC=325.87 TP=326.06 ��'--� W r - _ 1 oct� .. tl ,�• _ - a ri /: iE _� / \ "eY>`e _l_ FG=326.25 If , ', `. ^ o ,1 �` 1 cou i �'-^�,_ TP=326.06 �►�,-- _ _ Q �•a.,� ' rn o po o ' po FG=324.04 '3 one •; / .- T/Grote=323.01 \ 1 �` `.-_ / c 06 ..°." J�. „� M N o ,O r_ _-J - �_ } \ - `�\ '-'-Pyc Ec' �` !e!- 327.. / r , , , ' ,. . IN , ;;' ^) r•j ' M I �- \ FG=324.25 \` \` � .. '- TP=326.55 ., , ' N ___ , �/ `�I /L.:�� \ TC=325.94 -a ti 1.,1 M FG=324.25 I " . .. �o .� 3�1 \ 1-Q" = v / / J __ ; ,' i �. W ." .. 23 \ \ yc eo II TP 326.97 ; . 1 ' rw ,• . } -., h I' I'1 ' ; ' e., »-' °` F L=322.51 \ \\ ,/ / "PyQ �° `♦ _ «� • � 1 '00 \\ � 2 rr I T. �1 , „ 1 TC=323 \ TC=327.08 , :� / .:, / ' t TP=323.73 Y ' � _ ._ 2.5Z \ \ \" -1 '. w ' f, 1 ' I t II I TC=323.61 TC=323.10 r� `�'" -� 00 \ \` ,,„ w �� // V .�' I I f i - 1, , �' W _ TC=323.23 / ��?''' / - / \ I ' / /. e • - ,/ I 1 I II l . a `r / TC=323.79 _/ _ 500 � '"_-�° ; w - / / .; • ' . < � ' ` I �� FF= 325.50 Ii I '. ; it "I � ` TC=323.30 p � TC=324.64 ,� �Z � ��. b I / 1 � /-� ,� .{ � . i , , , (s1 ' ' ;c,, '� II - _., II I` , •� �, .. - O / - / - TP=325.96 _• / (:+ ,W ' 1 fir-- 1 I Y S ,' ; 1 I / . •� 0 TP=326.12 TC=326.78 1 ! / ,o� : O TP=323.97 I � E �� • .w , I�_ - 1, . , `, -"" �_ // -_ / TC=325.80 �� 26 0 , Jr , . /�+ I �� ,-' , / / / TC=325.14 l� / // �` r "� ..�`� 1 1 . . , , • . r I FG=324.25 _ = A ' r�i € r ' i � ` •, 1.• \ -_ -_� TAI , N , / / . _, ,.>� TC=326.12 `•i f.,g f it TP 323.9 - - , `" »» ' u.. �`. I I ' . rI I . = 4.25 TC=323.88 /, -.~ 327.34 """ / r TC / 1 .�:1 ` -' I'' - -j I 1 -,r 1----_ FG 32 ` _ ` / wa, w - / / I TC=327.12 m j6 ' __ . w I'll :,1 � i __ 7 FG-324.75 _- I I FG-324 75 '^^ . „ O 0 / , . il, o 00 0 I ,. ' ^� /..,,„,-,,.,w<..,,, / TP=327.30 1 - «- a _ i / \ I .11 , � q I - . cp t\ O O , TP=323.93 I - ', �, ',� p j •'.... p ' �' I 1.- . o / TP=327.52 1 -1 r ..�y��_ �,' TC=327.67 M i °' O p I' I 1 ' 1 } . y ,� _ y / M... - a FG-328.00 _`�--��� _.. .. u / 1. ,.� N ! I! = I TP=324.23 .., � �/ ^_»,,,�,» % `w / \\\\e,.Mry�_`_ __ TC=327.82 , . p ' FF 326.00 I - µ - . 0 - / Y I - ' 1 I j N o _ _-__, T % �/ % �\ TP-328.06 a' �� - �`� , .,, '��"' " . M N FG-324.75 - ! / �•�- / Z $ TC 3 87 i I I M - _J ~, «._ :,. ! TC=325.86 ' / TP=327.58 � i �` t{ / ' , I ti » TC=328.16 \ e. FG=324.75 TC=324.14 %'� „„ ..., TC=326.43 ".�. / , J. -I J 1 I -_ 11 / . � " w I / . 9 70� _: ..'" / t . "' ' '� l I .t % a , , ° '' , `'/ a� O - f "._°• / , FG=328.00 '' ' , - - ' . ' '/ - /t'- �, �, p W .�I. / ``" - ,�'l -- / TC=327.38 TC=327.55 i m / ` I. ,', , ^/ ` _ �=. ... + ? �,E , i / TP=328.30 ' r �; e ; ,, .';' f TP=323.25 F , `+ ;' _ , /1. R / A./ �,', % / / �1�..--rs! -„•,r �.< 0��1 / /� v�=u I TP=327.70 Z j '\ / ''� %. FTP=326.66 w •",R/.,,„-w, » --- _., ," � � `t �. I i TP=328.28 I . / ' I I, / ; TP=324.47 / . I -_,�� ;` TC=327.59 ' ' ' / `" - /1. TC=325.82 TP=326.56 ; / \ TC=324.41 . ;: : ,,j : � , , , FG=325.00 1 ��-_� FG=325.00 / `� FF=329.25 1 /a .,-- - " / TC=326.48- I �\• } / - /. l A. , , u •»:�._ v,•'+ // . ..,..." f -3 �m .. = 2826 P '` T = ` 1, ! w / TC 26.31 fJ TP 3 m P 328.51 - UP.1 : TP=324.20 y I/ Z „1 .'off / 'n+r / TC=3/ : /' / / /\ ! I +a I ` /;' ,# !! ', �j ! ; a�14 - ,»... I � - TC=327.30 t,Y /� \\ I 4. ' /' / , / 'lj I - 1 r + �:_ j TC=328.16 ` FG=329.07 ° I I o ,. I ! ' � / � FG=328.00 \ TP=328.24 ✓ , +^ • o �, /: / '/ % FF=326.25 1 / - j �\ �° o _-- I \ rn .'i - I 1 I � / / i / 03-�-'J-I. �I, �_ L FG=329.07 ^, O , % C _ TP-324.75 " 1 n` `~� ~,- / / oo , ^ FG=327.75 �- ' n 0 , `� l l I 1 / I_ - .. !I n - i a � --- >. // 00 f r TC=328.52 L . TP=327.44 / ! �, FG-325.00 t „ O � ! ) o % I TC=324.66 1.TC=325.25 / xi ILITC=327.37 \ ' / �\ u - TC=328.32 7 - I I ., / / MN / r.,\ �► / ° / ' \\�� 0.1 FG=328.00 I TP=328.50 I = 0 3 2 ' 1 I 11■�4b // 1 f/ /, I• �, r, 1 r,`�r -� FG=325.00 `:>�r� _ �i :. 'd c�/ .\� I TP=328.21 I FF 33 I ' / ,I { _ C \ o T 324.61 ' /. �./ : / g o' FG=325.25 �___ ✓FG=325I I'll,./, .'I .. .'. �� �, / \ TP=327.49 ,�� r /TP=327.48 \` 7 i I W . �\ N . ;� ,1 ',} I E `" ~ � TC=324.61 / 1 ,1 r` \ f 1\ . \ �I I I ! ^� , ~; .x' , I ( • T TC=325.25 TC=325.84 / \` "'/ , ,,' �' TP=324.45 . ! ' % TP=327.49 � ' �� �,f� 9 a / l _ I l O 1 ` ! / I i - �// �� /! l TC=327.98r / FG=329.07 '-•.��� _� I A.N I -.<• - ' j 0 1 O I � \q \ �. , FG=327.75 - od TP=328.35 �.� r > FG-329.0 11 ' , ' / i op . ! "�1 $�, �"I'll I , i g 'r. - FG=328.00 w % ' / / t WI TC-324.84 I ' \� TP=325.07 " "I ( '� ' , ,S'' / ill\ o : / A ' / /`, ! `'; ID', b � ��' � / � � TC-328.05 / �' O .1 I v I G. t 1 /' 4 °° `- r" TC=327 79 `, T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchollandmorgan.com p 's 'j - = ' -.` .. _ . - * ` % r 1/ 4I r' ' * , s TC=327.81 0 �- f \�� ^��� FG=328.00 ,� I o ' �I I - , :.: ! TC=324.97 \ � I i p �t TP=328.25 / } -• I .. TP=327.49 NOTES. J, i i t TP=327.90 \ rIt // _ , • Iv i1j. M. = ,` 1 TC=327.37 . s Dt - I - ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB - ,0 / I. I M � I - - : b ,, ° TC=327.72 / / --------•- --------- / TP-327.78 - .' `. � , • s / � UNLESS SPECIFIED OTHERWISE. - ,. q p I, , , _ - - - . - - / "`: n / _ - _ / / - FOR TYPICAL ISLAND DETAIL. " .,�- p - , / ° ', O, TP-327.49 = - ,'"'` , c - ; 2 SEE SHEET WL 1 I - I ; TP-324.45 ,, , , I . "" , , , A �o � FF 329.00 � ,� I � 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED ', `d,: .• . 'a � � � ;, � �_+ 1 I : 1 - . ) - - A . hjryh'. ' TC=324.82 I TC=326.39 ( TP=327.67 �' '' /���TP=328.08, f� / W , .; x F ,� I' % _ ,�' .\ �, ' � / • : 0 CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO "� ` •'" ` •' c.3 1 £vn i. r 's. Caw ' I I(' ` : r '� 1 0 / a,�, � . v . / I GRADING PLANS. I, 1 1 - , 1,� / ,� ,� �,i / TC=327.59 ,D / .4 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED , I I \I} . ,�� : ,* . _J `�»._ TC 325.17 'S i ' • ' i� 4� i / UNLESS SPECIFIED OTHERWISE. AUG a` I 2015 `' ` = UNL :/ I �-- / TP=327.55- / �,..r, 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH ANiSF i j; ' TP=325.30 TP=325.76 �. 4 , '` 00 TP=327.85 / :�r ,I ' I ��, , w w,; ,' ^ TC=327.91 / _ APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. "` ` ` _' �9< �' / TP=327.79 6. SEE SHEET SP FOR ALL WATER METER SIZES. FG=325.25 ' o _ FG=327.75 i / I \ /. `++r �'0 ,' d TC 325.61 u€&. tM„ ; J_ 1 ,� ' �\ tie" p. tip` W w ` - ou TC=325.10 -. e 7 <; t °`m . .\ I - - - - • • - - N cou - TP=327.43 / y y''�a' ' . I , (; \-, - r 1 TC=324.97 - 1 \ ' j{ ' I I ; I ; �f ; FG=325.25 , �s TP=325.36 TP=325.74 FG=326.50 1 , fr' / /� r F 1. / I I k i I; I , ; .,a,..,,_ ;-. _ . , I --` 1 wr , y " ✓' Y°e 327.37 TC=327.65 FF=329.25 TP=327.79 r TP 325.38 _ , , / I I TP=324.15 ' �oM _;=--='i-y;; c� �'� 1 1 TP=327.32 / I; I I` td - �x f _I', oa ana.•-� L.; . - I 1 t +. \� , /° i .'ti' •�/ i �' FG=328.00 ' I TP-324.95 �� TP=325.31 „ I as Ad - -a FG-326.5011 l i ;•O , " / C) \-'�a \-, a LEGEND '1 , ' I o � ' '' A -------- \ '� \�11X , - - 327 00 -- \\\ TP=327.79 A. -- o ;I y"� -�---------I i --'-- -�•' / ( .. � ,•' s 's ", \ ,Q°° - - �00 `. ; r AL - aI- WATERLINE N i I D I ' // I 1 C k 1 FG=327.75 I. TC=327.20 TP=327,58 - I. y /'F I i , i o II i l °�= TP=327.25 ,/ % - t-wt - WATER SERVICE LINE it " I °"' I r15 FF=327.75 ° ,� , ^ / -s-Fx- REMOTE 6" FDC Ill, . I, i ., r I I , . � I 1 \ / , �\ - TC=327.44ll I , I f. I I11� .I I ..' I I I ; ; �\ �'`� ,_ `�° - �\ FG-32i3.00 f � . ® WATER METER JI: ' I -' , 1 a� TP-327.52 / �,I. 6 ; 0 , , ' '" 't, - - �w I TC=326.99 ti \ j FG=327.50 Qm FIRE HYDRANT ,'I 't ; it C �' 4 ' I I + 1 ° ,. a ,' ` ,r TP=327.4 r/ W ' $ I '! FF=326.50 ;' y FF-326.75 : W ; . FG=327.03 u `� TC=327.31 , TP=327.26 - _ .I I OI p I I ° ( - »-r'"'"� \ / ,' �� °° N -- e_ss _._ _ SANITARY SEWER SERVICE LINE .l I o L 325.0 , . I I I ; ./ 1 ,", c° TP=327.44 \ TC=327,13 `� . - _ O - SEWER CLEAN OUT --- 1. -=5- - STORM DRAIN " I 'i "i I I I _ - TP=326.81 ' , - ,, •�: ,. ' ` FG=327.50 I \ .- �. ,, ,� , / CURB INLET N _ , I 1 I FG=326.50\ `) I; I + r I I I �- �� w- '" ,,:°" TC=326.74 Pyc EC�.�% ^.' \i �+• �/ i l �Q I TC=326.05 TP=326.53 :. �» " ��, . TP=325.50 TP=325.57 - TP=325.71 TC=326.21 ' i 7 . = •- 11-1.._ _ TP=327.25 n TP=325.82 a •. r �` TC=325.75 - p0 .�'` pP ,'' fro. TC=327.02 ' - , - , T = 61 , TC=326.02 TC=325.07 , - , 00 G C 325. P„c V. + 1- 2" PVC „ 1-- "PVC ECC,,,-�^"- 1- 2"•PVC E00, 1- 2" PVC g25' 1_2" PVC E�,„ 1- 2" PVC E 1-2" PVC EC 1- 2" PVC 10 1- 2" PVC EC, t-. 2" PVC EC 1�VC EC 1- _" � ET 1- i-4' PVC EC 1-2' PVC E�- , . ,1. 1- PVC C -I. .. W`' , . ' , ' , --. / ,/ P r -_.„ �/ TC=326.80 t3 , , ■ 013 T� ■� ' rr_ �.�+ sH .a rE e . �ii I■'� �■ -;i. ®. r� . t� ® a� t �cai jWc i,II s �1 58 r �� ; ,-I : '��0`'' �6oO TP=326.92 TP=3� .O1 / _ sx .a = 26 , TC=325.07 32S•00 A - 62 E _ TC 3 .021 �/ �` ^WTC 325. E3 r - n .. : t 5.57 ,9 I . o � Q ,; h __�. _�_­ : ,u _Q -_ 1 I a ' ® ., - .1 " .v 1 .� . a P /1�� 'a-M...-_ . m JUNCTION BOX/GRATE INLET UNDERGROUND ELECTRICAL _ PVC EC _ CONDUIT z-m-- GAS SERVICE LINE °D BTU TRANSFORMER 0 CoCS TRANSFORMER 01 CoCS 3'X5' PULL BOX -PVC IELECOM- UNDERGROUND COMMUNICATION CONDUIT C3 COMMUNICATION PULL BOX �! CURB SIDEWALK FENCE -r--Lam- FIRE LANE -- RIGHT OF, WAY ---~'---I--•-- BUILDING MINIMUM SETBACK _____________ PUBLIC UTILITY/ACCESS EASEMENT ... ....... '.. i7- --'--„ EXISTING SEWER LINE - --- 9-ft - ~- EXISTING WATERLINE _•- - EXISTING PUBLIC UTILITY . EASEMENT ^---' _ EXISTING CURB ........ EXISTING SIDEWALK imm■tmal PAGE MATCH LINE PARKING COUNT 7 , rl ;: i.9ll *, :* VERONICA J.B. MORGAN ........ I ..................... .1,.... , .p 17689 I STfG 2 -, m ��m3 Y N -n m m Z C CY �'� 3p CU) 0aij . rM (V Z >_ � L_ 0_r) N a m Q LL- J�Ix¢ m 3 W d � <0LLJ< 0 U LL, � N QHO= z 1` � Z U d'� m V) C .� .> U z z a cD z 'o "lz:� LI cI W :z W W O U apm I 0 0 , 1 1 , 0 NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. SEE SHEET WL-1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. LEGEND WATERLINE — WATER SERVICE LINE — REMOTE 6" FDC ® WATER METER FIRE HYDRANT --- e-ss -- SANITARY SEWER SERVICE LINE n SEWER CLEAN OUT ===a = STORM DRAIN CURB INLET ® JUNCTION BOX/GRATE INLET _ PVC EC _ UNDERGROUND ELECTRICAL CONDUIT �--- GAS SERVICE LINE ® BTU TRANSFORMER CoCS TRANSFORMER CoCS 3'X5' PULL BOX —PVC TELECOM— UNDERGROUND COMMUNICATION CONDUIT M COMMUNICATION PULL BOX �! CURB SIDEWALK FENCE - —L t— FIRE LANE RIGHT OF WAY --------------- BUILDING MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT - w-sz-s--- EXISTING SEWER LINE "' ` a- -• EXISTING WATERLINE ---------, -- EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK Immmmm■l PAGE MATCH LINE PARKING COUNT 50 T4 • TC= =325.07 1-, PVC1 EC,; FF 24.58 325.07 TC= 'PP=325.48 i II } T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES • STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorgan.com Firm 8/11/15 PEE • OF tiTF- . q ............................ *. ................................ VERONICA J.B. MORGAN .................................... ' -p 77689 Q �o�..4* mjY m Z c 0 C y aaavi p U M CV Z>� j)f pe) >` NCL� LL JOJYm oow¢ o Qzc)� Quo= 0 _z < m W c O O V I W Q. � O 4 w Q p V V J D m StKvtC� LINt W T RLINE r i�x"aa 1 ,, l VVHI Gf't L11VG mom". �' \ \ , `"•»';.+ '"-«,��� , 6-WL L 10' RECESSED _ / ;: R2. .., R2' .t wg.--1`,.- NLET.. - R2 ----- - ------ r--�- -- ---I ---, .r'�t €�=SOLATION V VE .w.fif$ 3>i#. .may "i ."!!�'V' 1•_ •� <�''{ .�.•� ^.., .y"°s i<t`€ d§i,�€4"`i 3ts', �.,,., !' I Mutt- ».ni 31.1€, ti;b, -R t-'., I<: .n.. „1 ,.tm ;s.n�. `". ' - (See Note ) �. ER \\ \ i e \ - i t' '^»«.."':`,.h. / 30" RCP I I m R I .. gyp" ATERLINE / Gj�� \\ \ ,% .. \° R2' 0. f 1 I R15 I R223.5 It \ \ STD. FIRE \ / V) ! RCP ...- .. TORM DRAIN '-1 .. r : �• 6 SEWER \ C' 30� iI � � � I I � °�' Q HYDRANT P. ': Qb RVICE LINE'„ \ � Qs �£6.,.r w L S a- RAMP A.D.A. I 1.5" W �J \ \ * 2"/ WATER , 4-or RAMP ER F :328.75 \\\ 1 VIP, E 1 ST IRE WATRLIN METER • L- - HYD �t�0 ° \ I / . RA 24 RCP - "h • • ° I ° ,--- 1 I DOMESTIC WATER \ DOME5TI 4 S.S. o •a / � ^ > STORM DRAIN L, 4-- -- w-��J WAVER LIN E VICE E - / . �, 14. - 5ER ICE TYP �� '.::;:.;. t Ir •,+: SEE . LANDSCAPE' ; ISOLATION VALVE I r r _ 1 -� i \\\ { \ `Q�r / OU • ARCHITECTS PLANS : {See Note 2) 0. a; / "° �� `` ' .� FOR: FURTHER DETAIL , > FDC I ,: / _ - _ _ fi rJpQ4 �' , `r 1 WATERLIN P1 _ _ , W ", / *. IN, THIS AREA . s• r �j00 ° ' "- 3 h j •+' M; A.D.A. :'I �� ' ,�'c 1' i //''//�� t \\ / PUE \ ,'\ /.. as M I J77 p 0 4 / f,• / 1aQ YEAR J ,, t ,� $s / 1 qJO 1 \ \ 3 FLOQDPLAIN ` j RAMP I . .y� 6 r I �Jfl I ,.. SITE (ZONE „AI,) //I 'LEAN,LIGHT.. / (TYP) . Z e GRATE CP " I �' FF'328.50 �� zA,R� INLET »\ \ CCP � CLUBHOUSE::. � � i �1 I, \v, - .�G / *A \��:� / ��/. t• •f'., . N /. o I ISOLATION LVE I " TELECOM `�' R500.13 • /.•,', « » WA RLI E 4 SEWER 4 W R fc \ / T �.� (See Note 2) I FRCP PULLBOX SERVICE LIN I SERVIC L E� / zA 4" S.S.(TYP) i / !c �° °\ -'/ ... FF:328.00 ! I I d FDC ____-1 / ,. P I � W ; S RVICE (TYP --- - `" / ISOLATION V/�L A"\(See NorW 2) '6 ;; ° /i ST�-FIRE ° " FDC \� \\ / LIGHTING ° cc 24 RCP / \J / CONDUIT SITE;' ' 1 LIGHT - iGRATE -+'- - 24 CP - 24- - 2 -RCP- - 24- CP , �" P a STORM DRAIN f /� I P tc 1- 4" rvc Ec 1 - VC EC SQ / i _ _ 24' RCP GRATE TELECOM A 4Z `-\ °"°� Ah ... N u - - % ./ / °i- INLET I _. ++ t FDC STORM DRAIN 1 INLET CONDUIT 3Q > \\w""` \ �ry V i Qw ° WATERLINE z� j ,ry ^ / 1 ISOLATION VALVE i 4u -3 ^ PVC VATE ;ATION INAGE -'MENT SITE LEAN -` _.-...I�- I ATERLINE 1 (See Note 2 Jv_ ® Q , PF LIGHT OUT N 1 > I W - r --- W I ) f. s-� U �I ' 1 d 50 19 SERVICE DOMEST�; R564.01' / ->-z^PYC ]ElEcou (TYP) , WATER )cIN& 1 Y I I I I I -..SERVICE/ `/(nP) CLEAN OUT 0 / ° - I . .s I \ q'WATERLINE (TYP) CONDUIT W `3L F :328.00 I -' J I I t TELECOM Y I i SERVICE ry / SITE CONDUIT I (TYP i LIGHT\\ co / t / TELECOM PULLBOX SITE ( ) ,; R2,1 t 4 IER » ^ LIGHT I �N �` �� I SERVICE LINEQ. \ I 1- 6- Pll C -'T- IF 8^ PVC 1 C I (TYP� < "'+... ry / �V �• - 1-4 PVC C1 4 PVC EC /'"•w ,^ y , SECONDARY - -1 - TELECOM / ( PEDESTAL \ PULLBOX I ° ; ` ' DOMEST16 / : / r ( 2 WATER .: \ 5022 WATER UNE a - -..�-1 - �I- 1 METER �'� i sSQ ; SERVICE'/(TYP cti�` /1-2 PV / ELECTRIC / -6 SIDEWALK L - " " /f j PRIVATE !_ - o-- - ,C(` I I I- R2' ° `r l "a / FF:329.25 \ A.D.A.8.0 IRRIGATION i-------- ---------- I �. i Z\RAMDRAINAGE P / .. \ �+ / / / `• EASEMENT / n 4" SEWER # `� 1 i3 \ 5023 1 SERVICE LINE %SITE DOMESTIC 5• /LIGHT WATER LINE Q4ry4y //. . 3 / r__ 5026 i I 20' SERVICE (TYP). I I�� ( PUE CLEAN OUT �, (TYP) / / 2" WATEk / `I METER 7 I I '1 .. I I A.. n`I.. 2" WATER 5025 44 1 .� //// P c fc/ R6�. PUE % `° \ g ` DOMESTIC' WATER, I I"� --� \ METER i /� �,1, v / I POOL I LINE SERVICE (TYP} I - M I -------------------- WATERLINE 10, I WATERLINE - - -- ------ --/�/ Pv0 cc /SECONDARY SIT \ / y��° / a`° SITE �°^,° / J _ PUE (a I r, y ' // PEDESTA ,�ry / LIGHT - Q I 5028 , W .n -12 1- a PVC EC 1- 2' PVC EC R6 W I / / LIGHTING- i I W / / CONDUIT' I - -- (n I _ �f�j¢�' - • �f,` 10' / a . R2 / ` r Scale �1 b �� <.�' `' r' PUE r , 1 loch 20 tat a pl / / CLEAN OUT 1 g I s' A.D.A. '3�O�v, o�, �� = } ,�` / �,, 4{: • _'"° i_ ; Ma k,� cJ 9(TYP), I I I I I RAMP /.� \ ESP ` R2'fps. / Q�" / _ • c°' dr;k $" 8=' ". r (TYP) „ �I . I 9' Y TE 6 5\� 1-2" PVC It �.�„ I - ._ �_ . A I I W i_ ELECTRIC AU� I ���FJ 18. 26.5' 18.5' Q LIGHT ¢>t . /../ / �j I� 7.5�,6 W- SETBACK / /..`,gg"'*F..,I,-,k,�+gS• >ti ` .> 4.•} Yiw% 4 F' a YI S c" .n / ! / �LIGHTING /6, LIGHT TELECOM CONDUIT WATERLINE • / ! / W �1"/ �` �` �EXISTING 10' BTU / 4" S.S... N.- .I ,� / ELECTRICAL EASEMENT / I SERVICE I W ^.., I K k c � $ '' `� / �\ Vol 6248, P 78 i 503 (TYP) I I I _ .� 18.5 " . f�f31.5' g / R2' PUE The clubhouse shown on this plan is required to have an Elevation Certificate. The contractor shall arrange to have an Elevation Certificate prepared by a licensed surveyor ® slab pre -pour and post -pour. `ISOLATION VALVE i I I ., ..Q4i= Imo/ / /�!�C` \ "� c SITE 5032 (See, Note 2) l B I i /,� � °;I � „� i'• 26' ! , // £ �b4� _ � 1A�. LIGHT.** / l / ...- NOTES: I ♦2�2' _ __ L- -J . A 1 « / 1. ALL CURB RADII SHALL BE 2 MEASURED TO BACK OF CURB ---- FDC y --- - '-�� �° // / / \ '� UNLESS SPECIFIED OTHERWISE. 6 •SIDEWALK PVC CC J 1 " / "'..; ,e.: // // \� / / / . r .Q°94 I6 WATT=RLI R14I�' / / \ / 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR _ - /.. • - 9' EXISTING 20' / �°`'• TELECOM r/- U i L- '',, �I'- I t-/ ev>`• /i< =' �' WELLBORN WATER- i ` �" OR HIS DESIGNEE. _ 5033 PULLBOX I I I / / - "' �'� ® _ 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED I ..._-..-,. 18.5 EASEMENT / .,✓•, Vol 1114, P 347 / -WED - FLOOR ELEVATIONS, REFER TO GRADING PLANS. g / � •�, �„��y�j, 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ,ARE PROPOSED ` / UNLESS SPECIFIED OTHERWISE. R LAYDOWN /�/ ` / + m I'll § / 0 u 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN n i Y I CURB //,--" �' z / LIGHTING / SITE - i a D. �IREI-- I /", .1 R2� � SITE CONDUIT / / Q APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. / 1 KNOX LOCK SHALL BE PROVIDED AT THE CLUBHOUSE AND AT LIGHT I I D NT / , LIGHT / 1 nr`ATIn AI A00Bn1/Ern 0v TLIC' ri0c ►IAMC`LIAI I 4DUIT CONDUIT �' ' i�CLEAN OUT L--, (TYP} / 1- 4" PVC EC 1- 4" PVC EC 1- 4" PVC EC 1- 4- PVC EC I I R 19 GRASSCRETE11 /•••'••••••.../ / 4 S.S. 20' PUE / I SERVICE I - IT ' / I / I I (TYP) I .- BUFF35ER AR (12779/42) Li." I DOMESTIC WATER 20 f ,tea' LINE SERVICE (TYP) I If PUE RIBBON CURB WITH J' FIRELANE STRIPING PO HOUSE/GAMEROO.M� _ , = ( I / SETBACK 4�qr I RIBBON CURB WITH I° I 1 10' / /�/ FF•328.65 w I FIRELANE STRIPING I PUE � , l / QI S034 W f j 6 L----------------- J / WATERLINE ('`� GRASSCRETE 1 / / 27 PUE Lj / �\ LIGHTING FDC / J / k WATERLINE �` CONDUIT.,/ lu / ;.S. '' PROPOSED 1 // •W'! / FENCE / / J " ICE f PUE I/ 1.5" WATERS/ 1-1••-PVC-E - 1-1 PVC -EC METF� / ,�►'°/ / GATE ISOLATION VALVE j I / / / / /- F/ / Qo v BALL ® VOLLEYBALL (See Note RT COURT WATERLINE (��\ �C f p AREA / ECOM I� I II HUB C I C U ID �\,J�' COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: �s 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. LEGEND - a-wL- WATERLINE. - 2-K- WATER SERVICE LINE --- PROPERTY LINE ® WATER METER Qm FIRE HYDRANT -"- e-ss ­ SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT STORM DRAIN CURB INLET a JUNCTION BOX/GRATE INLET M EC _ UNDERGROUND ELECTRICAL CONDUIT Z-W- GAS SERVICE LINE BTU TRANSFORMER SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE --PVC TELECOM- PRIVATE UNDERGROUND COMMUNICATION CONDUIT M COMMUNICATION PULL BOX CURB SIDEWALK FENCE_ -rpr-Lases- FIRE LANE --- RIGHT OF WAY "'•••"......••••.. BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT - to---' EXISTING SEWER LINE -...e4t -"- EXISTING WATERLINE _ - EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■■■■■■■� PAGE MATCH LINE PARKING COUNT t« BUILDING NUMBER ® BUILDING ADDRESS ® RETAINING WALL 4 ` ! 4 h T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS ° SUBDIVISIONS www.rnitchellondmorgan.com Firm /F-1/1s1443 a/1 � PtE.. °F•�r��9,r ..... f • VERONICA J.B.MORGAN ....................................... 77689 SS�CNAL ECG I ,u,ct M m� Y N� m m zw Cn -C U �QpI­ M N LLI zj_CfN) � D M s` NaCQ J W < m L,,,I Q U_ QZLL.Q QF-0� z m U N I W C) J W LV (� Q " J r 1J J V ova 0 \ .•4I I 0.%A .k .% ""�� b ..1.,,,,,•,._,.".,:» 03 0.�+ "{ ..{ - di 0a.d ,. t -t d3 aAd .. t +t 03 0Ad ,. t - 43 "ati4 < < G'2 CRd . ° � ....-.».", as <. ___� 4, \ -1 Ort.4 t-V- - - _. -® - - - - - - ,, o qr.# w �..- a \ _ 1-7--,*03-and-.f-t \ '00 03 0 03 0Ad L -1 i 03 0Ad.t-t •10Ad.t'-t-�.».»43 0Ad,,I-1 "e3 OA,t.t-b««,,.................... ,..,.o..--,.._M.-....-.,•...13 1f..t..b'-1,..,...,.......--03 *Adwt-I _-.-",.....,^Y 3rw«€•-6....,,.,,..-.....- 5i izie,-1,,....,...,...-03 W"«1-I ^-^-- 4�s .•s,4da1-s--""-•---"•"-J:a 4 Y >^3----1,,..,».'.Si 3i4,.t-i 03 JA41nt-1 03 Odd.t•-t 1 t a N C, �_J ::.. 7- -- -- - -- -- <<"" - -- - - -- ------ a n o o n WC D I:nQ .�o(n ; �r� N A 4 . I _ _ _kmm.ffV_ �j____ . ,�-r - 0.- - -- V X �.. d36 VZd• 0s OAd . t -1 03 0Ad .1 -t 03 0Ad .1 -t� O 11% M 0 Z 1 PVC EC I- 2 PVC EC 1- 2 PVC EC 1- 2 D - 1- 2 PVC EC - 1- PVC EC-1-2 PVC EC t_E: T 03 0Ad L -1 03 OAd .L -{ 0 CA .[ -t 0 A . -1 03 OAd . -I 03 0Ad .Z -1 0 0A .Z -1 03 0 d ..Z -t 03 OAdd.Z -t 03 *Ad .Z t 03 Q 03 0Ad .Z -1 3 *Ad.Z -t 03 0Ad .Z t -" 09 Okd k �,> C . - "••-- " ` \ ra ". 9nd - r: I � AT.z � m� e_ I - -- - - - - - - -- - ()Z _ - ,3, - _.. .- -• y» -' _ rY m I t - r s C7 J -M-M A�I �+ I-�-M-M -M -- M -M-M -M a Ara - I F_ . IT a I -A►-M-1M-N1 m \ ----- .... ... -I ? I 0 \,,,\ J - T r--- -- ----- -- 1 - - - --- - --- 1- -- -- --- t , --- -� J L V CII �J j YF-1M-Y1-w-w-1w- %a w- . i+ W- Yf-1�-w- - ut r J L , t 2" Vc c n cl �, I I N O I i I I I I I I ➢ .� I t N' I I \ t od � (il �• " I C ► I I I I I I C� to I I (D I I ` .. t'• I mpr I C' I _ I \ a I I I I '1.1 I< A I I \�I 1 `#➢ \ \ r,a I -a( z U, i �"� W I " I w c,l I „ 1 I W W W I I �. W Ia I W W I rDnl W W I m•/ m: m o; I O - O I � 1 • - : O i ft I � i • • ° I _ =1 • 1 {� . r © I v. I , I . J�C71 �.I }\ m F -I 1 _ -I. _ ► a �t ..a ' 1 > I . . I Z " I I I . 1_ a I °\ Di LO I N m I O I I ri- O I 0 I O m O O I I O. O I A.1 g. z _ n a 7 ..t \ I I a Gl I m (n 1 W N -a C7 O O CD 1 I U) _ j I (7 O CJl I 1 O I ➢ m- y: - I rea I `; r17 I r I •A , LI) 1 "O ---II I A I. O I O a- I I It) I (n I '� W I i A -i "� 'a :. -. n \ : < ou I O 1< m a,. , '' ICE V? Q� I cml ' I I N p V) m 1 ^m A I L0 m - -<: °avcy V1 (wJ1 [9t.. � I (n _ a t r) I '� '� t' I rn I h'I m Aa M m I ".' M I r- rl N I I ^ r*1 . a 1 I O P I n n, �t <: < \ N\ I ^ m a M I m 1 M CO (7 .0 f+i (n I fri I nl P+i I 1 < rn �= ,� •'. Pri I_ (n I ,U I Y o -# C \ I (.7 .. I ➢ iq K% < (P} O O < cn Ni Pri I OI Irj - I I - . {� M I . - (� I I '� r a 1. \ v * L p s to . , ti ii •-. -i I m • I 1 < 1 1 O , C j (n M < (n ' ( . #" �I l f I Li I O !n I X� I m to li - n s li I X� 1 I I V? m� I m' I .. s C� I a ,+ - (Jt t I: 7 IL I I I I- N q\ \ �. (3 m (r1 ., m I I L� I I r?t L� I I L1_ I N -1 I f>7 to lL 1 I .: Li m I I LL m 1 LL I I LL I I .-. �> m (r \\S \ \ I I v 1 I I I D I I I I I r�* I Zv - I. -' .:( I;?4 ( q -P I I 1 I I - I 1 I I I I %a I I I V: `� v CIII � \ \ I 1 --_ __ _ _--_� 1___ _ ___ __- m �_-_ __ __ ___� �____ __ __ ____� �___ __ ♦�, ___ __� �__ ___ -_ __-� m" I4. m D I I -I �Jr I ` \ L-------------------� I + a 1 I Iss- - I I v I I + rn N ."D . +w , r- m ® --- / : ++\ - .. e o 4- o _-- - _---1-m-- e - - W o ----------1 SS--- 4- I _ ----- M -_.LJ4 pg . : vqy �7 + SS-#.- I SS o -4-SS- o S-#z - _i.,t --< < m m n SIDEWALK �.:. 4 .SIDEWALK : •x c� , \ � X 6 I b I 6 SIDEWALK �l �\ I _ I m* v �. \ -U � [ } g 4 ;; , " , N n ey I . ( . NG [ 11 1 gp 6, w is {i {[_ .: p, � m * 1n :. � y Z C EC t 4"PVC EC - P ; V. I f 1 -I C b \ 4" PVC C 1- 4 PVC EC 1- YC C 1- 1- 4 C .° OAd .• V C7'�' V . •• •• S.� •• " _ VO C - 4 PVC EC 1- 4" PVC EC 4" P C EC �7 _ - < \ 4 P E 4 VC [C � jj II [j{ I � � ' � �� ' �a \ .. P EC 1- 4" PVC !EC 1- !" PVC EC {- 4" PV EE• 1- 6"'PVC EC 1- "PVC EC 1 4" PVC EC 7- 4 P C EC t- 4" PV EC 1- 4 PVG EC 1- PVC C - PYC EC t 4 PVC E 4 PVC C 1 4 P C m d. .�:C•7 t7- _ r C) \ rr�-� rs to �. fr r D p 1- " m = ^ ➢ :0 t ^ r+1 I I a I .im7 a 1 c� :11". �' r OO (PI I Z Co 0 ^-- _ ` _ -t a M 0) r - = -' � N D cD _ ^ a.. to Fn \ q\ \ , Z , - Z < (!) b - _ a I .o O O z / I I I 1 a0 p I < v v. O < I 6 tD . M 0) �. p m o : . .. .: 0 U) v D �a (7 ♦� ";; z I '21 ! I u 0 X - v , ,1► Z C V, . n < Y rrj, v -{ : \o \ .. a ..;:.. I , . m . 4 \- o 0 --I - -i ...., ,_ , v 0 --1 m c 0 h rn (,a 1 o m N '.: I I .. � °z oomC o rm C m 1- C Or ;a vp pm I �� I --I I c r 1 < o m a ( I --I z \ - - -i r m C z I �� r- • I z m C? 1___ a z a «- I ... w r b rn '--1'Yi` � i. 1 _ �8'€�'_ t, sa » i:�ir «� fir. - s.• - F --I G� . ". Z p�, 1A''.. - (: wit,... I.A - iAa fi,t. Lb>''Y r`.'.t kP•. wt 'E L' » -;CI': tB.F �53f:a LAP::. »ir.; _€A#:: tAi 1"_. 1 ;p •I «f; 6.fl ro . -ft,° 3 r°"• A,.w�F1t.E L3.1:. »i`'a iAF :."_...i°' LhP !� O m I j� ,- \ \ m I I Co I cO N .. ,ate N O / - m C I O r C 0 1. \\ --tom < I ,.. cn -1 I r 1. I _.._ »w I � I m C Ut I � � •i� I -I "' � �/ :v .+ O I I I .. C C \. d1. N m f?t _ m a 1 I� lCi I 1 i a m_71 > :... I W I m I I m _ I< I y, �\ m (� ' _ 1 W I Z I ! , . j U 1 rj \ _, ak.. I Z « .fm .. if f xNn 3#li 3 NI aum ml z 'i3 IY"( 3 i WV"1 , .,i.f ",» - 1.1 #.� .� �. 3 aV ( s�3 » �..r1 3..3 ." • 3 , . < � � �.� x; . ®�, ..- � a,:3 : , . 1 „ . a �» •x , - r , � >:I �. I -CI - 1 � / W \\ :L7 Vt 3 it I led3 3 # ( 'V 3a< �Vi ZT.4 3 q a_1. ... ,A ' 1YI 311A 2.1I 3t,_! ,11,m 3,:°.� .. a.1 ' ,# �=is� t�i d.! I- :ice � _.1�i a°vi.� iYi 3... R1 3�i Ott°€ 3 3#"-- awl � I � V- I o C m � t- P c�'Ec II�rrI� \ \ ,,. ar i O r ( I C� r" I *• '. I O I i7 - o I . . 1. 4`. \ .. O 2 I W p 0 x i i n. f . \' \ -1\ =N . , Q-ZI I `L� I � I I, ;U % __J X �,,, ..�G a.+� r, �i'i % V< - z CJ N t . (� \ C a 2 m .'' ''' O - i -1 .-. - I O C Z O tD - (n - I W = I r ,\ ` \ \ ` -1 z -Ic) I I €€ S - 0=i I - m. .. N' ' �'�' I ; o 0 \ 1. �m IC �m -(G) �m I �C1i� I. �' IC a oAd.r 1 3� .0­4 c -" Pv I C, Z 1 c �� ` '� i O3Ad" t 3-OAd^'t-t •-•- 33-DAd- t-1 �3- 1-4-J -OAd- l + - - - - a ;a a1-10 '' - I t� i� �' ' < . N : r 1. a t 1A -i '-I ,. 03- ,.t-1 ---O3-9Ad ..t t --a3 OAd-..1-t 3-JAd 4:.t-i 03'OAd-„ -t < (n o p + O�` \ `�\ v� rn'� may En I I r� rD ( �� rD � mr� ;0m Zp ( p :.� .:N DD r \ 1 as N r• m m ,� D < I -n Tl I < *1 t m m a + < p f -- z'J1 zn N I D N. �� (� r- �� X r� O X ° mE, -u� o m z rn * 9 a X m \ � Y I .. ,_ , \ ^ - 5 O -� z C� to t z (� oo t z m \ � . - � \ o , Y' --IFrim MrrI I I rn o I �P mrn mN - .zN .., ,. \ _ r m \ �. I � rn m o a * I a 0 � I o 1J :. �i r�'*i - 'o,gcP �S, \ rX I V r C I I r rm I -i CD rX 5< C� =IQ i" QI % O�\,;, I v m m I �m z -I I < -� I (��:`` m- \ _ .. i N -i X -a -1 z r r n a m m c� m � .1 I m C) C7 --- t-1"-PVC-EC , I4_ r \' >. ,. t.:.e . a�d=•E ;,- mot'#, E ,- > .. ,. s sa^r � � Z Lk E t ,... f-c �: k,A m E E' e. �,.. .. .- r �^ » 4 .. to 1. � �. F i .»,�. a €' .� / ' � � �' I1 ' � °';:i": 1 -� f':',F: ,. *..•,.�. �i�'E i , . + F''. ( ati'� Lg • , i°1i � � Fi`z is ' � � •.. €�; . . '." ( tom: _+*+» ..»*," i a :. (A. ,..- ,R...„ €.-, f... ' €. ® � As :-� g -: m '� \} ` I �; i.D.,., q• - 'I @` (}' i' .. _ p .. ..::&. ii.".',,. -,,., 1r k':': ii€i•:»'. "t T n { t0 `z N \ ,.\ - W - I r`1 rn I _ _ - - - -SS --'- 4-SS 14-SS 4-55 4-SS 4-55 -SS N I y 4-SS 4-55 d-55 E-SS . • .;SS-9 . i /� -Dip °, --- :(1 a N-- - _- ---- --- - ^ --.y .--..-.- --- -I- L- _--------- - -. .------------ -- --- _ . _--P L-- ------ - - --- --- -- - _ - ---- --- ---.� --- - - - a ,, v - - W \ 4 Ut - r . -I - \ \\ Wq (T r X� W I o N n: I� � O / ''� x s -a W 6-wL N �AI-sa Z 6-wL 0-v& E-wL n /1z 1- C 1- - ye !!--W rwL� d-wL _ 13- 6aML I > 4ARM >: 6 01 , � xnrv..m• 'S4�' r.,sr... «.,,we• • •• ' •• ' %• iJ 7 F _ - �' 'Mie "• N ".^C°i--m'=sYt3I�---x.:I3#4Ed 3Va3L,3-°"'m T!i F--^^31it ?�'�,� I3i3E3«--- :di3tl •<i .:l---- ..gi iC�i-,{ at73�iPJ :t# •,} iY3,{ _. ^,€�. e €V13¢ii- ?.>Jie.z,:---:<3?.33.5 st ..ti ....ii i «-- ads" &` a s .�. -a �>,a s a -�%- \ \ i".\ „ . v Y"!3 rrl .w a 3 i 4 1 -L _ vr1 3 s Y 3 .' 3 -^^- tY7 i i - PYi 3i;(i - - ."f1 .. < Ud7 m 3 _ iV1 ; - �- # -- - 3 1 _ ! D _. , i 3 13 -"- ? •rl _ 1 t In - . D i n ; '# 3: / \ \ _ \ '® f_ �-t Ci fI'll� a - I to I r sty :. p / � ••N, \ \ „PVC EC 1- 2 PVC EC 1 "PYC ECF - 2" PVC C 1 2" EC 1- 2" P C EC I I- VIO-,EC - 2 PYC EC t- " PVC EC 1« 2" PVC EC 1 -� \�' '03 0 d .Z -1 03 Ad .Z -1 03 *Ad .Z l� I 3 0Ad .Z t 03 1 A .Z1'-1 3'b Ad Z -t 3 0Ad .L -t 03 0Ad .Z 1 03 *Ad .Z -t 03 OAd .L - p3 0 ZJ a - . I I n �' i•' . m \%D na t 1 Ay C m v y O� \ 0 b 1\ 1 -_11 m_.- - - - -I 1 - �D - - - - I �- °3,� C `° �_ _� _ rn-iL _ I _ ___ •i+� m I °G I g 1. . \ ) 1. •': C.\ I Z .. T m -- --" w pVC. f0 t- -'-I' �m r L g �I I` \ s -m (f • , . A/ ij ([ jj { p0.-n-J D --{{• -#j{- # pj to ' 0�AI., I I \/ \ I I . .. 1 li 3I I I - 41 L I "a t'4'� pVC T' E �� - I k - - - to - - 03 DAd ./•-_{ �3 QAd -_IJ='.?3 7�d _ •- ♦u < \ \ p�C CE O \ •'t s^a \ I * �f- �:.PPVC It=44• PVC EC t�_44..PPVC Ec-� 6' SIDEWALK I - - - .. -� - , E - -- , . -- - _ /� VC P E -1 V 1 03 0Ad .f { Ad I 1 IOg � � y� �.� \ ` \ \ ,i --\,` I ` b I t' `M P CCJ < . �j ECG �-�,.� - I M 9 °^,° 6' SID WALK M .. �.'� ., n N a I a' D rn ------- -------- --------- -- - - 1 \ __ - - -------- --- / \ � I I At I I 1 '*°� I -- ----- - - It_ -Jr� r--- -� a" I M J I I*"A. - I r -, p r -I r----------- - --� - IV 0 l�J ` \ \ w - -- I I 42 I I I I n� I I I t C. I I I , I � I 1 p- �' I � v / \ \ \� I [ i W 1 I W I A� I W I I I ° 1 I I i e+ I � Vi I (aj t __ I � Ir. I \ I a I 1 ° n ' , 1 a o O I I W e ^ Zi.I i r W o o m I I ('� 7..IK) / O I O I I O I I I [� I I © I + I q., O . - rI : O �/ \ \ \ I I J I° 1 N I I • C I �0 : L I m D 1 ► I - . <' I T1 \ m -DI I " W I I I I I I U, I i I Ut I W m o I >� I�� i jl m I I N. ( © .n I ►♦? !/ \ \ ;tl m I I' I I 1 ►n I i I ��-I a I I 1 I- �- � i i 1 0 1 I tm�7 Q xa I "I \ \ \ \ I N I .1 I I I- 0 I _. I fl> I I I = ii 1 (9, I I I I I I <� I N.I . \ \ I 1. I I O < D I I I +, �-i f 1 1 D ® r . / , r v I I d- 1 �7 -i I I I o a l < I I i I (7 r v I 1. 1r% / a ci I t11 \ \ M 1 I r I ►� I I m I I I ; i7 I I I I 1 I 1 m. I t \ \ z 0 ►-) C. Z I 4 I rTI ' 'm . I n rr. �{ it I 1 ^ (n I I D 1 �1 \ m O m o I 1 y t o -{ I I Ara O -%) -P \" \ K ° +I I K 11 �> I o I "( t!1 �11m O ?' I I n' r �-r7# as I i" I I ( -C I 1 m e I °° _ I c n \ iW \ \ m N (' LW I I (n m `fii t \r h to �'... 1 `� 4 2 I 11> 1 °� I '` --�, o I .., girl ODai L .- - - o (_ \ cam • \ < � ° I ° , ;o I m ° m � i ° I to . ° I I 1 p I z ' \ O 7 n� N \ E5 I O C� I I ° < 0 ° I I I I l I N ° I I--- li ' I I ;... i � \ \ v: \ \ ^� I ^➢ I r m � to O to � ' C_ r_- O e I � 1.I "© \\ 'bC. \ 1�1 I I t j m I I^ D i� I° I O 1� I j 11. C I Z �C? O B p-►I I a !.�' �� rr1 : \ \_IcI I C7 I K) I .�i I I I N N 1^ fNT1 ? I 0 I j CZ1 -�{ I m � I . J,P- 1 I rr, _ •- "..` 1+ \ \ I I r I LL I I 0 1 M I I I- I ;U I I I N 1 ; :. -t t7 . I 1 fn m N '` v . 11 , 1^�rI I I I r 1 I I M 1 "< < i n 1 M I I M 1 C7 I p• I - rn (n " M / - < I a a. \ \ I 11, 1 D 1 I .. I Ll_ I I h' r7 (n I LL I I 1 r I ,' Z N �} _i La. -_ .. o �*1 4 \ \ I- 1_U Z I .. 1 j 1 4 z I I � I L' I rn I La_ 1 I V- I i. I -(, I S o t_ I a I I '_1 ➢ �o \ I I I I I 1 I I - I 1 1 1 I W I� z I CO a I - 0 . C I €' m \ I W 1 o W I W I p I W I I W o t m� W "z� I.::� T, :.> \ I r (_n I t I -0� I W I (n I D I + m m \ \ \ • 1 I O (/I rJ I C I O I N I W IC m I L I . © I" O I O ,, X J ID1 O I n 0 w '': I i( :U \ \ \ I W I I W= _( 1 v i W i I N I o I_ • I r 1 O i v I (*I N C I N Q I m . I ++ v o } I -P N -1 rn fJ I I CIO I- m t IF m 1 N 1 1 I -I 1 I :(1 a p LA I < , 1 \ I +I C O I `L 1 0) ICA n 1 I �1 N I I Q t I n Z In I \ \ \ I I r I I I I I ➢ I ' 37 10 O I N) 1 r 1 I 1 1 y I ,/" ,.. r-- p \ I �L----- - T` I I I I r I I L IX 77 1 r �- -------------j ; CD a I I , 11 N, \ \ \ I-------- -- I - -------� L---- < m---------J I--------- ---------1 I -----------PAKI----------- -- --------J------ _____----I L--------- - -----I / < I, . 1----------� m I I a / ^I \ :; \ \ 4' SIDEWALK ` 4' , SIDEWALK d -r - d3N-*Z - `� I 0 . ( t� LflCl1S� L20 i00��� 10 \ \ t-t••-p�+�pC - -1 0 03 0Ad .f -1 03 0Ad .f -1 03 0Ad ..1 t 03 *Ad .A _ -- . tIt I \ \ \ o ' 'fit - EC 1 C t- 4" PVC 12 1- 4" PVC EC 1- 4" PVC EC 1- 4" PVC EC 1- 4' PVC EC � I- " PV _ C *Ad.* 0 .t• - 03 OAd ..Y t LJ - 1-1"-PVC-EC - 1-1"-PVC-EC - 1-t'-PVC-EC 1-1 P�-�� - 1-1 PVC EC - - 1-1"-PVC-EC t- 4" PVC EC 2-2"PVC 7E lEC0Y 2-2"PVC TE lECOY 2-2"PJC R COY 2-2"PVC TE lECOY / IC I PVC IC 6"PVC wZ.' \ 91 Hil I =I � I �> §1 f�» =� 91 N14 =I 919H :1=1 91 ON :I =1 I A -I 01,0H iil =1 91 ON --- ---1 �. ss-� s a ° . 1 \ _-I 0r 0- G7-I / r () N ,+ ` \ p - 4 O GG7 = rr*1 � m 0 r- 0 (n mr __4 5 o \ \ \ \ < I ASS 0 1 Zm =Il . D Dr�n 0 (A;aO �. �I - . . .. �� \ \ 0 r- V) z. C Z Q� / Z ^ (n p C) r m r' a I �,�' Is �1. \ C2 -a :5 Sn ", z m + _____ C) a-? \ \ O r- ^ rrl a (� -i O C Z - O O N a - a7 f I . ' .Z7 I ®:: :. �.. -/ • xm _U i \ r m. c0 / �z➢D N . .; M• I I z I ,. I < \ 11, \%\ \ r- 1 -D =1K / zoom �# c C , I ,<, I o \ a - I m Z s-1 I " < to \ {� a �II \ MN:P \ I E �� � IIT . . \ \ 06 C.. I I �r Zoe I �I a -m : T ' a - � .\ � \ \ %b \ \ 00 r (D (%} v m � 0 9� 0;0 -0 I I ,! �'a ", I8 n c<, Iran, 11 ;* . . . . . \ \ \ -1 °° I (ri \� Q to ;a ;o ;o 0 �`�+.,• `4 '' I X m . -I . \ - I D \\ \ \ 1: � \ mD�� d* pD° lm �m . . \' \ \ `j T zoom - _ O : a70(n 4,' � m®. r.rl}0I zM. ,a +% -13 ri(/) a Irk \ \ \ m v Ofl \ �mZ I I$ z 1 fi[V» Aft f',�.9�A.•_P O I I" I•"'ZC`�1lmtli jrT7lf(nll _ :, 1",a 1. -1� n , \ 1. n - o Z r E h� u� {1 € w' « 4F tc-r� be I - * - r-Q m • , , I a \ m. ` ..y mi�l , 7 .� ; z ' r.. \ \1. \ �� l� DX to \ \ \ \ \\ W n r 0 IL • 4 0 -0 9" N �, �= . rn !� \ ��uU 'L i 2 I �7 �, _.p .." . w. _.. - ><,__. ,"-. 1_. '�- M.Sa- a 3O N !�`ti�!':-RI !Cx LEGEND The clubhouse shown on this plan is required to have an Elevation Certificate. The contractor shall arrange to have an Elevation Certificate prepared by a licensed surveyor ® slab pre -pour and post -pour. REVIEWED FOR COS,, PLIANCY AUG0-11 21 2015 by COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: c` NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. KNOX LOCK SHALL BE PROVIDED AT THE CLUBHOUSE AND AT LOCATION APPROVED BY THE FIRE MARSHALL. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. - e-wL-- WATERLINE 2-K- WATER SERVICE LINE --- PROPERTY LINE ® WATER METER . '(Da FIRE HYDRANT -•- ®-ss ---- SANITARY SEWER SERVICE LINE EI SEWER CLEAN OUT _ _ =a-� = STORM DRAIN CURB INLET ❑p JUNCTION BOX/GRATE INLET M EC- UNDERGROUND ELECTRICAL CONDUIT 2-w- GAS SERVICE LINE ® BTU TRANSFORMER SUDDENLINK COMMU NICATION -�� CONDUIT w DOMESTIC WATER SERVICE LINE -PVc TELECOM- PRIVATE UNDERGROUND COMMUNICATION CONDUIT o COMMUNICATION PULL BOX CURB SIDEWALK . FENCE -Itt1M--ice,- FIRE LANE --- RIGHT OF WAY "'`"""•"'•""' BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT ---m-u2 ss ---- EXISTING SEWER LINE - -"'- e-• - --- EXISTING WATERLINE ________ EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB W _ _ EXISTING SIDEWALK I• ■ I• I• I•■ ■ � I PAGE MATCH LINE 0 PARKING COUNT 1« BUILDING NUMBER BUILDING ADDRESS ® RETAINING WALL +` _ t` - .r - i: //��jj - ,,, _ rr a.. T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION. TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES • STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgen.com Firm IF-1443 8/11/15 C E .... y� . �-V * :. VERONICA J................... B.•MORGAN ...................o '.. . "aF` s ` _11_ ,4:). SSrONAL ECG t VV . :4�M tn5m> Y 0 8, m,42 LIS -a CDLu Q rn'= Y -' a � 4) O D U 1°7 N .z>� LdQ� L Ln < l0 .�OYm W > a m Cr l U < 0 W < U_ 0 <ZL'-Q Q�U0 . Z . U,tW CO O .i^ V>/ . () Cif Z I Z: :z oII 'V - Q U J r J ) . o N%��_ IP YF-- � �� ��� /` \ _ - 6g - . '.� . 1.. I I . . i40I � I `EJ t E" SEWER . ` ""., ..-- "^- » 587 (OPPOSITE LeF? . `'� CLEAN OUT -- SERVICE LIME ` __ �.,.,,,, v `"-M..,.__a---.• ) M «. . . \ CLEAN OUl' .,, 4 S.S. - • \ ) SERVICE � _ _ _ • \ ! - ` ,; i ! _, 6" SEWER e.• ^; -.,j 14,,, � ,,:" I. ' ! I r_ r-- " , SERVICE LINE l•':.<:;k ` . 8" EWER I --_I !I (ICE '' ' .- _ ""�""+► wftwf v, , JOIN TO \ SER ICE LINE i L - ° CLEAN OUT 00 - '�' ' ` •;,,,, - EXISTING • \ I 4Q 1 Q -� ° TYP REAR • -- , _ �'�. � , �.. CURB • ' 4 1 _ ( ) SETBACK 4" S S'~ <<.,,, j / ! 0 +►.�11 e , - 17 i - 4012 � --'I ; -� s-ss ° SERVICE _ - _ .` PRIVATE 4Q 4 , �,P) 6 SEWER 11 s., � � ' IRRIGATION 01 % r--`_ _ . - . _ I i' • _ __ SERVICE LINE a ./ 'e I II DRAINAGE 015 Y �- 8,..�I WqL ......... P) - j 4 Q ! _j ! ° TY --� / � " \ 0 l \ Ir ( EASEMENT FF•325.50 ?:67 r! w ( __ ° _ CLEAN OUT • �• / CLEAN I ' ELE M '� ! I 4017 ` 877, 93' _'"� (OPPOSITE RIGHT) ` SEE DEMOLITION . DETAIL BELOW FOR ADDITIONAL INFORMATIOIN I II 1� 1 lz:: . Ill 852.95' (ADJACENT RIGHT). --[: JOIN TO D X.' • .�,•'.:,r,v 7z ,,, EXISTING I `' CURB A.D.A. �. `` _,., . �I RAMP -.„° 12- A.D.A., a»m. RAMPS ti i' / �- - OUT �� PULL OX I i 4Q 1 - I R25' _ I l / � 4Q II ` ; DO ESTIC WATE ! I 9 40 _ / • `"` 5 LIN SERVICE (TY ) _ /I 2Q �Q� -� I. LIGHT 48.63' R25' ) / 8" SEWER �� - -- -� - - ___ 11 I i � 4Q22 i \' 20' PU \ TH / J • SERVICE LINE ____ _ FDC - , ! $ \ DEPTH r ' �•..a"^� _-`, ''�, - -`� ; FF'327.50 4Q23 i - RECYCLING\�'• \ , I i I ` _ _ tr 'ut 4 - _ ! TELECOM r r� I BIN \'.. ` \ 20' .� I .,,r l • ! --/ ``I y� 114 - � - - � i PULLBOX C(ii ! \. 3/4" WALL ,_ � �aft FF:325.50 _ E`k�c�R d / ' _ ) 1 '/ i \ #' y� �'PYc E tI ! - _ ?` S �C`Y EGRESS N. , '-:-Pv d _ - ! r j GATE ONLY \ ' ! "� CL N UT ° cc _--J -� _ -' - - DOMESTIC ATER ! T HOSE \ l , j y� ...•,,.�.... �. \ C_ �' I c ,� --��� - '-�"" •"��` _ `` --- t BIB \ ....... �`� , . " 1, / Z -ti gSg91 1Vs ' ( _ w`_ _ __ LINE SERVIG (TYP) / \ \.............V` SITE \ o -- S N t �i° - 6 - FDC SAND OIL ,"o. --"--_ 613•52. _�� (ADJACENT LEFT TI E TO EXISTING S I D EWALK C.!' ,. �#jg# o e fc t- --_ _ S -PACK � - SE \\ R \ 7 LIGHT L .. 4ii sl. .. .. '•PYC fC -- E �s - Mt_- _ I ! i`•� P1. ••� • P L B X IV.I '�e _ ARATOR 2 . �' - ! �t;r 4` t �� ' : , crr _ _ .4 DRAIN k ♦ I ; 1 u E ."".. h . t- 4, PI EC - i T 2 YVH tt1 ! ^PVC EC �` _ i rAL $\1. ,• \� z4 RCP_ - _ `` _J �"J.S:4-� .J /�-•-;,•,_� I I __'--t-4• I #, e r--_-PgER 1 �. way ! J \ TRASH COMPACTOR ' „ " ,♦ .. _ - - _ ` C fC ,� - PVC f -� (I. -` O o - \ <3 . FEMA A ZONE • \ -�zs- a3 on t;ER�PICEI :' �/ " -� ►-' 1 w/ �I WITH SCREEN WALL 1 ,• 24" RCP Y �_ _ RCP ( P) I - / '��Jg f 1-z"Pvc c� AND ROOF cl 1 ,• STORM DRAIN, Q I --, zs_ .. / . 6" - i a : j -1 2. Ec I ��� - �\ \ WATERLINE •� , w I �_ _ I cP / ` WATERLINE r,j_1^ =.. �� t_� I_ ��1 2„ r LEAN \ _ , \.� O `� y .° ISILATIQIVV�VALVE BUT \ ♦; � z �``' 4QQ� ! ; I " 1 ':� . '"� �wt 2" -=' _. 9' _ See Note ��..PYc \ \ a'`� 18.5' 1 E: . \ a I�a �s o WATERLINE t Y 18.5' f. _ ,_ tt , ,° \ \ ,,( . • .. °� ' n t - I . 2\ `�O .. _ - I:3r^'-+.,.u^�, 1 Y"PYC EC A.D.A.' 1 • \ L \ { FF:325.50 .� l 1 I �- _ In, _ RAMP A°°`° ` � \ N, • $ ! �--_ _mot +Iri e ..,� I mt • / I I ! ( - I ' I 20' PUE ���`� , I- ! \' \ is ' i / 1 ! a; a'E Yg - ��_ , - 1R IPA ,. � SITE \ , ; � Scale I �} ° • / l! .. ! w-,!ryc '" --�� �'. ----..tee- �f=�;na gy: I , \ IGHT \ `'� y' ' 1 Inch = 20 t�et I e , / >el I ' u ,. ,o I ati..� -.._ Y& - "r.. I� . i8'. \` \ Jt. \^ -" ci • i ! I 5' RECESSED ;• < .. -- . _ I_ ��::�. �� � x \ \ \ 9 ,. II i n "L!a".k` I STORM INLET `"Z1 �<,: _ _ � „ < ,-� ;\ \ c> - \ DOMESTIC WATER „ I I � I ; - - r- -J � - k, ., M ; 4 -�,`_ 6 WATERLINE 6" N h _i =.- \ . """ -L.� • LINE SERVICE (TYP) " 1 c•a / STD. FIRE LIGHT ' ("-qC- 26.0 r, FAY11 1 • \ 4. S•S• �, I YDRANT. E `\ - WATERLINE ' : \ L SERVICE ' ° ( "I ` r -^ / M`"'.w, n - SITE j f . . r--_ 4o ��_-1, 1-� I ! (TYP) ! I [/./ 6 LIGHT :� ",� - "_k \ I -```�" _t'' w[__N` "�j r' WATERLINE r r.' ' s . r< i C_ 4QQ7_`��' ice- 1 a .'.� API --.�: 1 �;:; • _ •� I a 23 �t STD. FIRE j 6 SEWER 401 ' �' ___ter____ JI �� �r I _ LIGHTING' - �Fc HYDRANT' I /� 2 ,. SERVICE LINE ,-- -' I : J 18.5' 3:.I� - T. `"-M - � _ ;XAET R 1 20 -- •.~°.--- g Z.,,-, -� r / �.�, • \ �* - � _ CONDUIT ' t W TERLINf • __ --_*_ I I - v T� \ \ i `��` - __ _ 23 -__1 ,�' 1.5 IWATERJ I M „ !/ ,. • _ _'�!W"". 0' - ' . �.,.�p II METER �S LATIO VALVE 9, I / R' , 2 ' / / • ' I' CA � . xt ,,,' .. :. - - -- - _ - SITE c (_ (See Nte 2) \ s fi \ ,\ 100 YEAR . FF•326.00 ! -" f ,_ _'' 20' I w,�� .., . "-� -�I / / M\ • " I " _ _..: J �° �_-•-�.: � 23' LIGHT: -1 � \ �i ,I`` FLOODPLAIN 4 5.5. II C -. r �, h " " I I -. .. 1.5" .`" r 6� SID (ZONE A )� SERVICE I I -'� / \. I G� t . "., .- - "" " - - 18.5 rye l • / / (TYP). i . j I..:' ' /TERLINE "�^ "` - - `" " "~.- / \ EWA K \ .I / 8"" , u WATERLINE :1 c -z 4QQs i W i . �w F . FDC ' `- - _ �. �' J f' p r:; '- w, ' z CLEAN OUT ,f / / .• \ 8" SEWER j p"`-'"`�'.:x' "I j I It g� " / 4r\l / •' \ SERVICE LINE �� _-E r; d I� / - / ; ,•' SECONDARY - I ''I / /,L7• • \ 10r ' PEDESTAL �, ». - , ' - �., .. _ r , , _ Dc .;, / PUE o W .. , a 22, �� • ` 1 - TELECOM '� 4 �Q°c SITE `" "` . / r FF:329.25 p .-\ I-, PULLBOX , , P , ,_"� I I LIGHT R :A• A.D.A. i/ 0' PUE /' \ . ♦ i. 4' SIDEW 3 c E.._ I'w":`., I RAMP , ^ ,' / / . �`` \ •USAGE WATERS04 t 1I '-,"`~- V OF THE U.S. ,` ' I i� - SITE R�I �� 10.5 a /. /�' `\ \\ W ' LIGHT ,> / ° . I I ,. '\ �' �J Cp ' CLEAN Q� 26' / ° " A. � 7.5' \ iI CLEAN OUT y� t I Iz w (TYP� / ' \ SETBACK \ �.,.� l I I/ . 1, -----.. r t DOMESTIC WAT pc ` I �, \ \ I \ \ ! I `' I . I - . 4I � ""' p 8.5' LINE � SERVICE (TYP) �,°o {/ ', . ' I ,�I'< '. I LIGHTING:® ° / / \ \ • F .326.25 � f -_ u I - I CONDUIT �' °�' �, <� ; Err SE� ER / �18.5'~" \ \ \ , e - i , " " � -. . I - A.D.A. , �� ERVI¢E LINE ,\ • I 14 S S I I r o} W� I: , 23.5' 'R \X P) , I M P SIY \ , \ / /i SERViGE I / `" \ r I� t \ • I :. / r I \ \ • DOMESTIC WATER TYP . • LIN SERVICE TY ' ¢ I 8' EWE I 20 PUE PULLBOX \ �` '< / `' ! • ( ) l_, QQJr I ERVIE L11`I {" I �? 03�"..1-1 / SITE I ��_\ W N I �� I s I \ \,� o , Gj LIGHT I - 1. e mN00� �;,, I - Il ... .I'�� , a I ::(^ .ff r 18.5' . a c �/ \\ �"u ° SERVICE�S/ �_? I' ' �. 1 "`II-',,, J I tr kl 1 �t I� �� (TYP/1 °' \ � f 1 lll .. I . I 11I , . � II -/,.: . I- .- ...1I4'. r,],-,__.I e..\ , x .,. ..: ,_-. \''1 . ,. '4.*-.\\ . I ... I z . \ "I r ,>. \I 1. 11 �: ` I �`- " \ / ' ` � _ I eE / I .. - - . Frx 1 8.5 ,' .L �,\ / " I \\ +.'i` `�. �\ tI 70 I `� -` / � ,I - f I I �S , lh `/ / \ I � . \ PUE S. ' i as on•' ; b' I ,j r ' �c \ /� / \ FDC f i / 44Q4 ���'�.. ��I ,r g, 9 Qyc D ESTIC WATER\`\ �� SITE \ �, FF:330.32 f� I' 1.5 WATER \ 1.5 ', \ E, RACE TYP `\ / LIGHT �\ 7 I . METER /� WATERLINE I� LIN ( } / /� I Dr F _ " Mt SITE \ \ \ `\ \\ /, ° ISO TIO13`�ALVE I CO I I .. `y' TELE M \ R See.'Note ' °�9r I JQ 18 I CLEAN OUT • f �:` �',.'' ` I ° ° ��-`,- 6" LIGHT` "tag \PULLBOX \ \ \ / / Y: \ L • I Q ' /I SERVICE . ^ .1. ATERLINE � i \ � -- I .«� v x // Q� /� ,r ` ? DOME IC WATER / , _ # �A _ 1f•, .,' > c,w.,°\ ik �/ W\u.LINEVIC (TYP) /I I I � " ATERLINE -I INr I . r .....- I__m�L0jnnn0mumU"tj-jl II .1-6- II:. L :. , I - ,:. :. . I [�,�1­ - , �II` .,II , I, l,\Ii-,r,b ", : -I 7I ,,1I ­, I�, , ., 1, .-_.-""':. _1­ .. , ,',_, (,'III -I'T,I I Y. I, PI, -,)'.II , IIA I I I `, I ,, , "II b/IIIII 1I., f'" I 2I -I I Q.I I iI I , ,:I I I. - ,,I / j� -I, '/ �NIIII _�`.I, - � "�/ , I",I I-,N-, *I/1lk , 1. I11 II 5,1 0• II `o (I .11 . ` , .,. . . I I$ : . P\� ;� . z 3 _�w4 \ � /� , 6 ', ' SE V SE /.* I I l\ .. I " 1� i r r \"7` �\ R IC I 2 WATERLIA c i< SQ e�q I (TYP) I ~ . i �' `" b \ / •J I i ".. , - �; ( = %N-t -_\ WAl`ERLIN 6.- ,(/� 1.5" WATER x� - �\�� iI r6 FF:326.50 i PRIVA IE nn "' /, ,\ i `I ) METER u'° r ,� I H ` a • i IRRIGAT ON ft �• s- ^ t�,� \ •,o/ �� Q�. / �� 1` \ `, -I I „:.' \ Dc CLEAN OU < STD. FIRE �j GLEAN OUT I � h ' EASEM NT m \\ ,,• (TYP)!� HYDRANT �� Q7S (TYP) / . I .0� V _ F :329.00 \ �g/ / / A a , ,Q /� , ( • I' .4 ""1 ( i- a- :.I- - vc�c / • �c ° v�j/ A.D.A. / i ,.; / i :I ; \ Cam` .. �' I � : `3- " c - I "" RAMP N / / I .a TELECOM ' $ , STD. NIL > ,' " 4QQ3 ,PULLBOX' I Ec 2 WAT Os TMn`, i " �'s" SEWER � �/ < �' / � FF:329.25 ' ; • t {-Pvc I I �_I HYDRAN c { METER Q� ° y \;VlI, < / r SERVICE LII \ _ - i ,_ I W : . 1 WATER ISOLATION VALVE , / ` a TYP �° k // , / S / 'I • \ _ ''Pvc <s;I ; . r. METE (See Note 2) -- , FDC ,' \\ ( ,. )/ ,c �,... /\ % Q ° I • \ CLEAN OUT - / SIT I- •- PV I q, _ I ` 1 rL .,.t ' / ti - . , i (TYP) o b' LIGHT '' {' vc Eo , {PVC c I _ 1 \ kQ / ` a, \ I "_ ' I 1 EAVE 4 S.S.,// / \ �.a'< \ _ `' i / I • • � ", 4' .SIDEWALK - ELECOM ��( ) \ ` \^ . .• I DOM TIC WATER. TYP SERVICE �,/ ` / • "'" ''\ \ (NP) r-/ _ 20' ./ �/ A.D.A. qL \'� ° c SQ 4" 1 1 • v Ec ,- {" c-�r--1- I 1 L1NE S RVICE (TY(�} \\ s / ti ° . PUE' RAMP '1 \, ^ I ° .e 8 SEWER as and .► - 03 ona "► -t \ U ° C NDUIT \\' \ • t 03 Ad .► -, sI- ;. PULLBOX 1 .. \ {k / / �� •, �\ �. SERVI 7.5 I I • \ SERVICE LINE on'' I 1 FDC 1 ` \ °'// / "z 9' / >\ ` \ .. (n`P);" S BACK ° ; L- <S CATION V LVE t I i \\ /' `' �% / .1 ' 20' \. --- ---- ------------ \ - \ \ / . \' :I • i -- I - i I. ( e Note 2) € I �� x \\ _ ; ' �� / �o `�`` b\ PUE \, /• 4" S.S. i i i Is p I `� '. ' i i s� \\ \I- //`'lt 8" ti' / � \, \ :. /` TELECOM I=` • W I SERVICE I I I c I 1 FF:327.75 1 \ „ / WATERLIN oT' / ` \; i PULLBOX - ' l I I i 6 �''I t\ O F3 ; \ / `ACC, 1.5 5" WA R ,� `\ - �\ \ . / ' I I i fJ \ ,Q WATERLI �/ \ \:. I ` I I WATERLINE : I i C�QZ ,1 '' ' \ %�,.1 / +' \ _\ / e x, - I . , I r - d �. \ I/ / \ . W F •326.50. I FF:326 75 , \ ,� 1 1 I I I Q. r I 1 A S. 0/ , o ^/ �/ \ ,ro \ / u 'w \ I` • 1 l� 1 O DOMESTIC WATER' I I i r- 1 SERVIC S� / / ,/ \ / �� ` "SEWER / , t I tt r / / ti , LINE; SERVIGE TYP i i i I? _� , 4p �/ cc // / \ ` \ , o RVICE LINE n I ( I " I CLEAN �U _ �` \ L_ • / ` /b'/ . Q . -�-� / ,� OIATION VALVE \ � / �,° \ .(\NP). 4DC)2 I I 4001 I I I [-"(ITYP) 1 _ ° - . ti �' �, �'\`L ee Note 2) ,.\ ,...,....�« m i r- z I \'�°"vo ec-_� /� / \ �,o / \\ :°'LiGHTIN� ' Ix 1 WATER A, - ,*/I .. L--------- ----- ---I y L------ - -- ---- ---- I I I , . - - \/ , < . \ > \ ''CONDUIT v/', , f . ETER SITE 10.5 �, °,,.� /` �� ,� FDC \ `� /� p c - "•4' SIDEWAL -M -+rt -M-M I RAMP o x O //. �' \ " \ �`\ � .Q°- \\ / '- - 1 PVC -EC 1. t �- I Q t,�' \ / / " i yy � EAN OUT \\ --"«... l �{ ro 8 SEWER A. .A. L W TERLINE - r 22 0 I ry //-. y I 4 S.S. (TYP) II =l-1 /tl.,"mmI�-_l_i.m FR�IL0, Lm ' -+m' - ­ . 10.5' SERVICE LINE 22' R MP . "� __ j'1." / Y \ �' \\ \� SERVICE / ] ... 1 / . I ``s" t � � . . / / \ (TYPj // -" tea• ' / r» ss-a r,•�•r.0 cx'•F,ry� 1. E 1 / <.e _`' - -- LIGHTING CONDUIT --- -�/ c/ \ s f \ 10' RECESS �' ----------- ---- ------ �,e - PrC c �\ \ d ° \ 4 SEWER STORM INLT . ,-d i Op '1- 4" VC Ecc 1- 1 PVC EOp 1- 4" PV EC ,-, VC Ec ,-.2" PVC E 1 4" PVC EC 1- 7" PVC EC'` 1- 4" PVC EC 1- 4 PVC EC .�"•^^^^^ 1 4 PVC EC 1- 2" - ,,g i / , • _ - •t ERVICE LINE - - wt •„-,,,,�..„„ tY" PVC 1- P" PVC EC 1- Z" PVC EC - Y EC1- 2" PVC C _ _ - g',e:o _ _ _ Q" - ✓� a . 4" S ER V 5" . / CLEAN OUT SERVIC LINE w W T l LINE j \ /'� •..�c WATERLINE" / ; \ 10 5 \ / . .'. 1 „ , 6 R2'--------- ---- / I` R2 -- �= R2 a'::�°°"� �QLATJ0N V V \ W R \ , 4 ] r -RT5 -� .. , 5I°1" rr � I - (See Note ) \ ER E \ / / \ a° -- .,,h i II : � :• , m 3' i... �. Y Y 3dt.i *�**�, 3bfn 3UI 3 - ' IV1 ":.. __ 1 3z 11-I • .: , i 31 IA • .., v 1 `31 / d r »3 t ! • .1,.: zn" pry I i / I I R _"'a I ..ter l r ATFRI INF1 . R9 �,' i .�� ✓\ �4 ._...... . . \\ \ \ / \ ' R2': e s , TIE TO EXISTING SIDEWALK 1-7-1 _� . NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. . 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. KNOX LOCK SHALL BE PROVIDED AT THE CLUBHOUSE AND AT LOCATION APPROVED BY THE FIRE MARSHALL. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. LEGEND - s-wL- WATERLINE - s`•�.- WATER SERVICE LINE --- PROPERTY LINE ® WATER METER 0FIRE HYDRANT -'-- e-ss -'-"-• SANITARY SEWER SERVICE LINE Ill SEWER CLEAN OUT _ _ =6-� = STORM DRAIN CURB INLET p❑ JUNCTION BOX/GRATE INLET - I'M EC - UNDERGROUND ELECTRICAL ' CONDUIT 2-M- GAS SERVICE LINE ® BTU TRANSFORMER _a SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE -wC TELECOM- PRIVATE UNDERGROUND . COMMUNICATION CONDUIT o COMMUNICATION PULL BOX �- CURB SIDEWALK -~--�- FENCE -n---unz- FIRE LANE --- RIGHT OF WAY ........-..""•' • BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT -"-_ i2-ss -'--'- EXISTING SEWER LINE - --- a-ft - -"- EXISTING WATERLINE ,,„,_,„,„,�,. _,,, EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ��I•�■■■IPAGE MATCH LINE PARKING COUNT 1« BUILDING NUMBER ® BUILDING ADDRESS ® RETAINING WALL DEMOLITION OF EXISTING APRON . (1" = 10f) R9.. - ­i ­,m 4: F h,1EJ G 2 i 2 it "I 5 �j F A I '' [.,I�� _1=.F� !G REVIEWED FOR C:CIII���C;E AUG 2 1 2015 COLLi � ' S-l'KT10N DEVELOPMENT SEFZVICES PLAT FILED: c5 1 CLEAN SAWCUT AT EXISTING JOIN TO GUTTER &DOWEL NEW DRIVE JOIN TO EXISTING APRON TO EXISTING PAVEMENT EXISTING CURB CURB I . . / o COMMUNICATION PULL BOX �- CURB SIDEWALK -~--�- FENCE -n---unz- FIRE LANE --- RIGHT OF WAY ........-..""•' • BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT -"-_ i2-ss -'--'- EXISTING SEWER LINE - --- a-ft - -"- EXISTING WATERLINE ,,„,_,„,„,�,. _,,, EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ��I•�■■■IPAGE MATCH LINE PARKING COUNT 1« BUILDING NUMBER ® BUILDING ADDRESS ® RETAINING WALL DEMOLITION OF EXISTING APRON . (1" = 10f) R9.. - ­i ­,m 4: F h,1EJ G 2 i 2 it "I 5 �j F A I '' [.,I�� _1=.F� !G REVIEWED FOR C:CIII���C;E AUG 2 1 2015 COLLi � ' S-l'KT10N DEVELOPMENT SEFZVICES PLAT FILED: c5 1 CLEAN SAWCUT AT EXISTING JOIN TO GUTTER &DOWEL NEW DRIVE JOIN TO EXISTING APRON TO EXISTING PAVEMENT EXISTING CURB CURB I . . / DEMOLITION OF EXISTING APRON . (1" = 10f) R9.. - ­i ­,m 4: F h,1EJ G 2 i 2 it "I 5 �j F A I '' [.,I�� _1=.F� !G REVIEWED FOR C:CIII���C;E AUG 2 1 2015 COLLi � ' S-l'KT10N DEVELOPMENT SEFZVICES PLAT FILED: c5 1 CLEAN SAWCUT AT EXISTING JOIN TO GUTTER &DOWEL NEW DRIVE JOIN TO EXISTING APRON TO EXISTING PAVEMENT EXISTING CURB CURB I . . / . T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CML ENGINEERING * HYDRAULICS HYDROLOGY *UTILITIES • STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Firm #F-1443 8/11/15 °F{..,jF.. y�P.. ` ,':` . VERONICA J.D. MORGAN ..A. ....•••....... '.�, 77689 koF C�...T� SS,os L•�N6 1 i wvl MGM m ��m� Y EV m m ETC .Y CD 6 N 0 U tM CV z > Lo Tf� i_ N Lu0- < L0 J0ymi ��<m Q) <OLJQ L_ _U QZL`- Q � QCL �O0 z Ud-rn X m W c O .� .> N 0� N Z . QL I >� W z � , :z Z QL QL W ll_� rnO v J n J U Q O ,%r, 1p 2 4 I y4nn Iv re>t... saE. tea• r!�.E �•r •aaiu i b - 1- 6" PVC C - " PVC I 1- 6" PV / •.••• •, / / ? ,.'•, / / '. J 10' PUBLIC UTILITY / •,•'•• USACE EASEMNT WATERS / Q �`, (VOL 10704E pg. 40) / / �,•� / OF THE U.S. •.•• �' • I / ��- ••• / ice•'• '' \ „ �• / / / �.••' \ 24 RCP / • / / •' !'' \ STORM DRAIN �• / /. IN •.•••�'/ DOMESTIC WATER \ \ / / / •• / / ! \ LINE SERVICE (TYP / \ / / / ; ��/- Pig - / 10 PUBLIC UTILITYLi F i '• EASEMENT '\ � / • / (VOL 10704, pg. 40) rL Sle: I 1 Inch -ca20 te•t`� / SETBACK Ile 101, / ' v FEMA "A 41, S.S. 4� \ %�' > Si N, \ a \ SERVICE \\ \ (TYP), DOMESTIC WATER \ \ 2Q� ., 4 S.S. / LINE SERVICE (TYP) _' °'\� � \\\ �� `� SERVICE 2 - 1 TELECOM \\\ 4" S.S. ' Q`\© \\ \i �\ (TYP) DOMESTIC WATER • \ SERVICE p \.-, • +` \ \ >\\ , LINE SERVICE (TYP) USACE WATERS / ULLBOX \\` (TYP) ss 1" W\ATER \� ---- --- -- L----- OF THE U.S. \ METER__ f I frl N I OW PAE t}a0g 9.5' SITE / , ' s�LIGHT (12779/42) CLEAN OUT FF:325.50 I / • • -----------(TYP\�Yc �. PRIVATE / -!P IRRIGATION / • "k, f i I DRAINAGE / N I II I FF:327.75 I '`r, __ `� af'� ` / i 2014 i EASEMENT / /IINIIIIIIjII9II ,\--1R-41.PY i �._ °L - :° --.- - ,WATELINE 12" PVC C-L-E-A-N- OUT ELECTRI(TYP)ELECTRIC 23.5 R2 ------------ .,; , ® 100 FLOOD[ f 6---CON LIGHTING .5IWATE 100 YEAR CONUTDOMESTIC WATER R8 METER �F OODPLAIN (ZONE 105 RCSLINE SERVICE (TYP) "A") 1 " PRIVATE I ___________________ _ - PUE `" ``' STORM INLET a 8 \ t I \ • (ZONE A ) IRRIGATION ^-^ " ' R2' WATERL IE f:, DRAINAGE . I. rt ', R2' 1 - 4 SEWER N --- --._ EASEMENT I SERVICE' LINELn a II u a 18. 23' 20.51 I I 1 4, "",. SIGHTING J 81 I I • II N i I I:" I ;1t,CONDUIT / k ... \ i I \ • SITE f: 2015 i \ _ N I Il K j FF:328.00 L---------------------� \ LIGHT j N II 4 f I 23 -+� % 1-2 PVC W a %' .µ 8' a •'Py w-w- ' / g 1 w, ,E, ..� � c Irc DOMESTIC W ER 1 • ELECTRIC _ f 4/ - } , •Y A.D.A. -�-------- • -- LINE SERVICE TYP -- r 9. 18.5' 3 RAMP i --- i �, EC : : ' ie.. '_-.� tie i+, w•„"°°' I i • ULR PVC [C 1- 2" PY / «ti....-....._.,.�..... - ^-^",�-_J Q f - - • / . / _.I� i FF•326.00 °° -- I f / • 9.5'xIbi (� I r.. -- J I � I ..,.„�, I PUE • a 5 «. 1 30' q o L FIRE LANE' r; PUE / III 1 FF.328.25 - -a w., 2 01 x 1 • '. ' S Y < • • " �------ _ ------ TRIPE (TYP)' OU • " J - -- CLEAN T sa a hI1II roQ °II -LIGHT"ING 'r _ - -N -�J r II •.. d".., 20(T1Y�8P) 1 �� 5A1_ 4" PVC EC 1- 4" PVC EC Vg% CONDUIT , M;• ©®� M. qEAN OUT 14" SS. 4 ss ------------LIN SE RVI(TYP) TRAFFICLRATED SECOUT !(4CLEAN 4" S.S, 2017 S{TvPjE -1.5WATERs; / METER-15 WATERLINE M-M-+► W ..,L_ _6..d SEWER € /, I I I • • ".sIle aE- SERVICE LINE ------ �,. to 40 W Q W I DOMESTIC WATER" - >! <w V :I LINE SERVICE. (TYP) Y 2020 i P23 I • 23' _-�(.,�� � -- •- �-18.5; FF:326.75 f / , • 9 � 0 W. '�' I II • I T ELECOM K � a f I • s.---- --- - J -----� . / (I I CONDUIT I ` . ;I "-" } Ito . r DOMESTIC WATER FF•328.50 i 9 / w-*��LINE SERVICE (TYP) • / TRAFFIC RATED w-w- w-w-w-w- I> I I ,�£ SITE CLEAN OUT -:. J 1� I a 2005 I LIGHT 1.5 x11 WATEF - - - �_---� --- --- - o o---- -- --- L-----I • 1 _ I I •� I I LEAN OUT . 1n° 1 xMETER II I LT---------� (TYP) . . _;:. R2 R2 i I PRIVATE i 1 \ ' / • • Etl 15.0'` R8' R8' ;,.,..,.-I -_. IRRIGATION I; �- SIDE STREET < _ DRAINAGE I J T TELECOM :: ua <s,t, „. 3O' II I SETBACK _-_ �� PULLBOX t .. ~, LAYcc I PUE I \ EASEMENT: -------------- LIGHTING 4" SEWER 1,. 4, " CON DUIT 9.5' PAE I I 2004 r SERVICE LINO21 ' I (12779/42� I f - --- _-_- 8n SEWER10 �F� II ; 4" S.S. I I 57 and.9-s 33 Ad.. ISERVICF�3'SIN&-1 03 3nd:;E-1 � SERVICE R2' I 2019 (TYP) 2020 \\ ro Na ci 't ----------- ---------C------- ---z ---- --- _ W° s-ss 4-sLEAN OUT ------ --- 1 (TYP)o -J •: • \ \ \ SEE LS8 FOR FURTHETRAFFIC MATED R T--4' PVC E1- 4^ PVC EC DETAIL OF THIS AREA ;: a \EC - "MO' 1 II i FF:329.50 II 1I i J I i 2021 " C E CLEAN OUT 4 SIDEWALK I iINCLUDING RETAINING WALLS = W I 1 \ &HANDRAIL DETAILSL FF:329.25 202 ------- 0 I-- n 11� , 9 Ij 1 i I`�20' I I I I . 1 • P E r ,1 L� f �1 ,; s FF:328.25 I I FF:328.00 a 4I I 11 f , I C I WATERLINE I I ❑ a a I i i SEWER " 8I I I I a • • I / �j % I I a 1 I I f __-1 SERVICE I I SERVICE (nP) ' 1-- -- --- I w I I � I I � I I I I . l I nn I i 2003 i '4 T I L----------- - I T I I I i i i : \ ri i LI V� 20'x10' PUE jjj (12779/42) I " I�0 -yI I 2-2^-PVC-EC-2"- EC 1 3-2' PVC -EC i VC 3-2"-P-EC I I iI A -T I w O I I R1 4'• PI C 1-14'' V I C 4" PVC I C- 1- 4" PVC 141 4" P J 1-cd. V 4" PVC 1 1- 4" PV( 15'X10' PUE (12779/42) _ � � c'no '•� W • II 4" PVC C I a" PVC I - 1- 4" PV • ra '0 9 U Z 0 �U *�L I 36 RCP- ` 36- :Ps 0Q 1 2" PVC EC 1- ~ PVC E i I I ec 1- 4_PVC E 1- 4" PVC EC I I I i ---� DOMESTIC WATER i 4' SIDEWALK .:,, , i-1^-PVC-Ec '- = 1-r - c-Ec s i� I� I. I T I I (TYP) I \ i L LINE SERVICE ' 1 i ----------;91 1.5' WAT R n R51' ` I -1Tc ------ -- -METER �`+ CONTROLLER_-i J I ' R10' 1" 6 SIDEWALKw I , t- 4" PVC EC 1- 4' PVC EC IADA 1- v' PVC Ec , 4" Pv¢ c • _Pvc- -1757 - --04 " \�` (: \ RAMP \ 1" WATER ,.Ft+.11 I ELECTRIC tt " Wy�//� T RLINE C �-GATES Q°ADA \.€ I° L t - 22' 10.5'i METER �� 5' RECESSED • 1,'I 1 i-2^Pvc !C1-2_Vv V.C=^P C�_y'•PVC 1°2~Pvc EC1-2"Pvc [C • 1-2�'Pvc !C 11" RAMP 1�yE.-�Q\' ( y g � � - n „ - • STORM INLET • a and t -1 0� ona t -1-0� & OOI; • <� 7- 2 ;PVC IC 1- 2 PVC �C 1- $' P C EC /- 2" PVC EC - 2" PVC E +- 2' p VAR WIDTH; SS e a;L' =���ss-e J _....���Ss,B o ..r 1\ \ p c O O ss- p p O .. ' ...-i ,., wci! 3,•rx:a_E.....,,•.,.°3r„z1; v„t.,.,,,,,,,,.�;,,�, -_ 1•,,,F „za;+.q„-.....r, a:ls�•-;,.;. C E' .1« 2" PYC Eo VCt = " PVC EC " 1- VC1- "PVC EC 1 V 1 =2" PVC EC 1- VC Ey„ PV•� EC 1- VC7 Ef' PVC EC 1- VCt ry. PVC EC 1 1 =Z' PVC EC 1^^- vCt =Y" PVC EC 1-yCt =(�" PVC EC 1- vC1 =2" PV 1- 'l E2" PVC •1- 2" PVC7 EF,. PV PUE,.` ��-- R4. v 1-2'P 2"P 2"P 2"P 2"P 2 P 2'p p1 p • ,"PVC EC' ,a 1- "PVC EC:",s 1-2" PVC 8 ._ + I •• I I ,�i .�i R4i5' = GATEHOUSE ' - ' WATERLINE R4.5, ELECTRIC • ! _ --Sl-� SP-1Yo a-wL � I I _ a-wl--�- a-wL--� a • 1-2 PVC R2, 0. 8" _ _ GATE R I . ELECTRIC WATERLINE �� ��` S H EE S -.� 1x R1.5' /^ -r -'- -"--- ---„ ----- q -- ;----- 1 RECESSED - • R2 -- ca I = I R 10 ., a .S� . a . « i`i`[ 1. = i `3 *....,- z ;'t� 3,, 3 Y :. :,€ : v 4. ,�. ^ I a . Y xna a r.,�RM-11ET,y: ' r II 1 s " •' idi I �3 fs-�Iw J • ' T \ STD. 30" 30 RCP • I I " 115.23' THROAT DEPTH - = c ADA^ 22' 1.5" . a ADA -� 1 0 UNCTI B ' - STORM DRAIN • a �> �„ ». F., \, RAMP' 15 1 5 J ON OX T-T WATERLINE :. GATE RAMP., iO3 „2+ra 3`a'1 #v t �,'. , parr t q�.f CPNTROLLER �134 R51,=I' I NRCP --- ;i I i� 1.5 WATER DOMESTIC WATER ' ' �_ `' r I I 6 SIDEWALK ° M t s TELECOM - .d ~' f •"Pvc 1 $ a"d •• ` ' 30-RCP • , 2" WATER , ij LINE SERVICE TYP PULLBOX a _ 30-RCP- METER 1 II w-w- I - r----------------,N ------------ 1 1. '-Pvc-Ec TELECOM • SEE LANDSCAPE • I i c E r i STD. 30" I r- SERVICE (TYP ----, PULLBOX '•• • 3QQ,3 WARCHITECT'S PLANS �i Y JUNCTION BOX I j a CLEAN OUT ` FOR F L ' -_ ..._ ... W,........_ ( . _ .._....»_.. _. URTHER.,,DETAI �... I NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. KNOX LOCK SHALL BE PROVIDED AT THE CLUBHOUSE AND AT LOCATION APPROVED BY THE FIRE MARSHALL. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS.' LEGEND - a-wL- WATERLINE - 2-w1 WATER SERVICE LINE --- PROPERTY LINE ® WATER METER 0101 FIRE HYDRANT -'-- 6-ss -•-^- SANITARY SEWER SERVICE. LINE o SEWER CLEAN OUT =6--W= STORM DRAIN CURB INLET JUNCTION BOX/GRATE INLET _ Pvc EC- UNDERGROUND ELECTRICAL CONDUIT 2-w- GAS SERVICE LINE ® BTU TRANSFORMER SUDDENLINK COMMUNICATION �IL CONDUIT w DOMESTIC WATER SERVICE LINE -PM TELECOM- PRIVATE UNDERGROUND COMMUNICATION CONDUIT M COMMUNICATION PULL BOX �! CURB SIDEWALK �-'--� FENCE -In - FIRE LANE --- RIGHT OF WAY "......••.. BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT -'" 't2- •-» EXISTING SEWER LINE EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■������� PAGE MATCH LINE PARKING COUNT 1« BUILDING NUMBER ® BUILDING ADDRESS ® RETAINING WALL ' °J, VLD FOR C0 ,, P IANCE AUG 21 2015 �( COLLEGE STATION DEVELOPMIENT SERVICES IiPLAT FILED: 1xr I 'y ID T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Firm /F-1443 8/11/15 PCE.. OF TFfi o c� `' q1P ,i :` VERONICA J.8.•MORGAN .Po��c na89... 0. ��. f} F •. %STEM:�e 7 Lu tn�m�Y N � m Lj m c C Y Q U I`7 CV Z>� L M L cn 0 JUY� LLW<kg � Qo U Q M ZO � Q QNUCD LL a. -? U � W m O .cf) 'j QL N N I W Q W LjLj W � Pz% " J D .a�.i1Lrtf•J. •:�?.�skUl;lOt1si 1'1i�l:v=•' . i. It shcll be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. ; tsrih<:r;;��„3, the Contractor shall contgc;t all utility cowpany represanto0ves a minimum of 48 60urs in advance of any excavation. a, Contact Dig Tess ® 1-800-344-837.7 b. Contact Luis Cisneros ® ATMOS 229-4647 C. Contact Dan Augsburger ® Suddenlink 595-2429 d. Contact Gilbert Martinez ® College Station Electrical 764-3660 e. Contact Mitchell Gas ® 779-4460 f. Contact Union Pacific Resources® 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Ben Accurso ® College Station Water & Sewer 764-3660 I. I Contact David Hering ® BTU 821-5865 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests, 4, Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5, TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out h T t 1,, 11 b erein, es Fig s a e provided by a certified laboratory, at the Owners expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division, 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted, 8. The Contractor must provide construction staking from the information provide on these plans, 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. ore not separate pay items, The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture, materials, colors, and scale to maintain a unified appearance or shall use evergreen landscaping to screen. 16. Building Permits may be requested for each building separately, however in each instance, the entirety of the waterline loop and hard road surface will have been installed. Building numbers are shown within each building footprint. • 17. All signage will be permitted separately. 18. All onsite signage shall utilize custom decorative sign posts as described in the project specifications. 19. Exterior building & site lighting will meet the standards of Section 12-7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross a property line. 20. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 21. All water meters shown in sidewalk areas sholl be Old Castle 81017 traffic rated meter boxes, or . approved equal, SITTE PLAN NO"f'ES: 1. Name of Project: C3 Development 2. Legal Description:: Lot 1R, Block 5 The Cottages of College Station Subdivision Phase 3, Site Address: 2415 Junction Boys Rd, College Station, TX 3. Owner: Rob Howland, C.O.O. Capstone - CS, LLC . 431 Office Park Drive Birmingham, AL 35223 (205) 414-6416 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S College Station, Texas 77845 (979) 260-6963 5. Zoning: PDD - Planned Development - Granted by Ordinance #2015-3651 6. Existing Use: Undeveloped -Vacant Proposed Use: Multi Family 7. Setbacks: Per City of College Station Ordinances 8. Phase II Site Area: 16.469 acres Density =8.26 du/acre 9. Water Demands: See Table Below. 10. Sanitary Demands: See Table Below. 11. Proposed Development on this site is not located within an impact fee area. 12. All "master metered" buildings/units must be plumbed in a manner to be able to be individually metered in the ` future. 13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per the Fire Marshal's direction. 14. Number of Bedrooms = 573 Number of units = 136 15. Contractor Shall assure that an elevation certificate is obtained and filed for the Clubhouse Building. This site contains floodplain within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO305 F, Effective Date: April 2. 2014 FIRE LANE DESIGNATED PARKING ONLY All curbs and curb ends designated as firelanes on plans shall be pointed red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN Parking Required = 573 Parking Provided = 586 (including 14 HC spaces) Total HC Required per Table 208.2, Chapter 2 of the Architectural Barriers Texas Accessibility Standards (TAS) = 12 HC Parking Provided = 14 LEGEND Property Boundary Setback Line -- --- Easement £ LkX Fire Lane Water Line Sanitary Sewer Line Electrical Service Contours CAN 11" on on Typical Crosswalk Location Roof Overhang Right of Way (R.O.W.) FDC ❑® Grate Inlet [] Cleanout 1010 Fire Hydrant Street Light ® Water Meter TTransformers Sidewalk Area Drive/Pavement Area Heavy Duty Pavement Area Building Area NOTE: 1. All Radius & Dimensions Shown are Measured to B/C, Unless Otherwise Noted Bdg# Building Type _ - Building Description : Building . Gross Area (SF) Building Height (FT) Bedroom Count Parking R q e Average Water Demand (gpd) Average Water Demand (gp►n) Peak Water Demand (gpm) Water Fixture Units Water Meter Size Water Line ze in Si P per ME Fire Line Size (in) per MEP Node Sewer Fixture Units Sewer Service Line Size (in) per MEP Avg Sewer Demand (gpd)- Pk Sewer Demand (9pd) 21 Candlebrush 3 BED DUPLEX MANOR 2712 19'-0" 6 6 600 1 0.625 2.500 30 1.5 1.5 -- C3-7 38 4 600 2400 22 Foxglove 5 BED DUPLEXMANOR 3684 18' 11" 10 10 1000 1.042 4.167 30 - C3-7 S8 4 1000 4000 23 Alder 5 BED COTTAGE 1,832 19'4" 5 5 500 0.521 2.083 22 1.5 1.5 C3-6 29 4 500 2000 24 Aspen 5 BED COTTAGE 1,832 18'-11" 5 5 500 0,521 2.083 22 C3-6 29 4 500 2000 25 Sassafras 5 BED COTTAGE 1,832 19'-0" 5 5 500 0.521 2.083 22 -- C3-6 29 4 500 2000 26 Cypress 3 BED COTTAGE 1,346 19'-3" 3 3 300 0.313 1.250 15 -- C3-6 19 4 300 1200 27 Sweetbay 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 O.625 2.500 30 1 15 C3-6 38 4 600 2400 28 Sweetbay 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 0.625 2.500 30 -- C3-6 38 4 600 2400 29 Riverbirch 5 BED COTTAGE 1,832 19'-3" 5 5 500 0.521 2.083 22 1.5 1.5 -- C3-6 29 4 500 2000 30 Ironwood 3 BED COTTAGE 1,346 18'-10" 3 3 300 0.313 1.250 15 -- C3-6 19 4 300 1200 31 Sassafras 5 BED COTTAGE 1,832 19'-0" 5 5 500 0.521 2.083 22 C3-6 29 4 500 2000 32 Ironwood 3 BED COTTAGE 1,346 19-10" 3 3 300 0.813 1.250 15 -- C3-6 19 4 300 1200 33 Chicory 5 BED DUPLEX MANOR 3776 18"-7' 10 10 1000 1.042 4.167 44 1.5 1.5 -- C3-6 58 4 1000 4WD 34 Ginger 5 BED DUPLEX MANOR 3776 18%8" 10 10 1000 1,042 4.167 4q C3-6 58 4 1000 4000 35 Sweetbay 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 0.625 2.500 30 1 1.5 C3-7 38 4 600 2400 36 Sassafras 5 BED COTTAGE 1,832 19'-0" 5 5 500 0.521 2.083 22 -- C3-7 29 4 500 2000 37 Sweetbay 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 0.625 2.500 30 1.5 1.5 C3-7 38 4 600 2400 38 Blackwood 5 BED DUPLEXMANOR 3684 18'-il" 10 10 1000 1.042 4.167 44 - 0-7 58 4 1000 4000 39 Cayenne 5 BED OUPLEXMANOR 3684 18'-10" 10 10 1000 1.042 4.167 44 1.5 1.5 C3-8 58 4 1000 4000 40 Foxglove 5 BED DUPLEXMANOR 3684 1V-11" 10 10 1000 1,042 4.167 44 -- C3-8 58 4 1000 4000 41 Daffodil 5 BED DUPLEXMANOR 3684 15-11" 10 10 1000 1,042 4.167 44 1.5 1.5 -- C3-9 58 4 1000 4WD 42 Cayenne 5 BED DUPLEXMANOR 3684 18'40" 10 10 1000 1.042 4.167 44 C3-9 58 4 " 1000 4000 43 Blackwood 5 BED DUPLEXMANOR 3694 18"-11" 10 10 1000 1.042 4.167 44 1.5 1.5 -- 0-10 58 4 1000 1 4000 44 lCandlebrush 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 0.625 2.500 30 -- 0-10 38 4 600 2400 45 Chicory 5 BED DUPLEXMANOR 3776 18"-T' 10 10 1000 1.042 4.167 44 1 1 1 -- 0-10 58 4 1000 4000 46 Clover 5 BED DUPLEXMANOR 3776 18"-7' SO 10 1000 1.042 4.167 44 1.5 1.5 -- C3-9 58 4 1000 4000 47 Saffron 5 BED DUPLEXMANOR 3776 154' 10 10 1000 1.042 4.167 44 C3-9 58 4 1000 4000 48 Ginger 5 BED DUPLEX MANOR 3776 18'-8" 10 10 1000 1.042 4.167 44 1.5 1.5 -- 0-9 58 4 1000 4000 49 Saffron 5 BED DUPLEXMANOR 3776 18'-8" 10 10 1000 1.042 4.167 44 - C3_9 58 4 1000 4000 50 Chicory 5 BED DUPLEXMANOR 3776 18'-7*' 10 10 1000 1.042 4.167 44 1.5 1.5 -- C3-8 58 4 1000 4WD 51 Clover 5 BED DUPLEX MANOR 3776 18'-5" 10 10 1000 L042 4.167 44 C3-8 58 4 1000 4000 52 Ginger 5 BED OUPLEXMANOR 3776 18'-8" 10 10 1000 1.042 4.167 44 1.5 1.5 -- C3-8 58 4 1000 4000 53 Daffodil 5 BED DUPLEX MANOR 3684 18'-11" 10 10 1000 1.042 4.167 44 C3-8 58 4 1000 4000 54 Riverbirch 5 BED COTTAGE 1,832 19%3" 5 5 500 0.521 2.083 22 1 1 - C3-12 29 4 500 2000 55 Riverbirch 5 BED COTTAGE 1,832 19'-3" 5 5 500 0.521 2.083 22 -- C3-12 29 4 500 2000 56 Cayenne 5 BED DUPLEX MANOR 3684 10-10" 10 SO 1000 1.042 4.167 44 1.5 1.5 -- C3-12 58 4 1000 4000 57 Riverbirch 5 BED COTTAGE 1,832- 19'-3" 5 5 500 0.521 2.083 22 -- C3-12 29 4 500 2000 58 Cypress 3 BED COTTAGE 1,346 19'-3" 3 3 300 0.313 1.250 15 1 1.5 -- C3-17 19 4 300 1200 59 Sweetbay 3 BED DUPLEXMANOR 2712 19'-0" 6 6 600 0.625 2.500 30 -- C3-17 38 4 600 2400 60 Mulberry 3 BED COTTAGE 1,346 1Y-0" 3 1 3 300 0.313 1.250 15 -- C3-17 19 4 300 1200 61 Snapdragon 7 Uni 4 BED 17 UNIT TOWNHO 11,961 29'-7' 28 28 2800 2.917 11.667 133 2 2 6 C3-17 168 6 2800 11200 62 Indigo 7 Unit 4 BED / 7 UNrr TOWNHOt 11,970 28%9" 28 28 2800 .-1 1L667 133 2 1 2 6 C3-16 168 6 2800 11200 63 Snapdragon 5 Uni 4 BED 15 UNIT TOWNHOt 8,532 29'-T' 20 20 2000 2.083 8.333 95 1.5 2 6 C3-16 120 6 2000 8000 64 Indigo 7 Unit 4 BED 17 UNIT TOWNHOI 11,970 28'-9" 28 28 2800 2.917 11.667 133 2 2 6 C3-12 168 6 2800 11200 65 Indigo 3 Unit 4 BED 13 UNIT TOWNHO 5,109 28'-9" 12 12 1200 1.250 5.000 57 I 1 1.5 6 C3-12 72 1 4 1200 4800 66 indigo 7 Unit 4 BED 1 7 UNIT TOWNHO 11,970 28'-9" 28 1 28 2800 2.917 1 11.667 133 2 2 6 0-11 168 6 2800 11200 67 Cayenne 5 BED DUPLEXMANOR 3684 18'-10" 10 10 1000 1.042 4.167 44 1.5 1.5 -- C3-11 58 4 1000 4000 68 Amaryllis4Unit 4 BED / 4 UNIT TOWNHO 6,812 28'-11" 16 16 1600 1.667 6.667 76 1.5 1.5 6 C3-12 96 4 1600 6400 69 Indigo 7 Unit 4 BED / 7 UNIT TOWNHO 11,970 28'-9" 28 28 2800 2,917 11.667 133 2 2 6 C3-11 168 6 2800 11200 70 Snapdragon 7 Uni 4 BED / 7 UNIT TOWNHO 11,961 29'-T' 28 28 2800 2.917 11.667 95 2 2 6 0-11 168 6 2800 11200 71 Snapdragon 5 Uni 4 BED / 5 UNIT TOWNHO 8,532 29'-7" 20 20 2000 2.083 8.333 95 1.5 2 6 C3-11 120 6 2000 8000 72 Amaryllis Unit 4 BED / 4 UNIT TOWNHO 6,812 28'-11" 16 16 1600 1.667 6.667 76 1.5 1.5 6 C3-14 96 4 1600 6400 73 Amaryllis 4 Unit 4 BED / 4 UNIT TOWNHO 6,812 28'-11" 16 16 1600 1.667 6.667 76 1.5 2 6 C3-14 96 4 1600 6400 74 Mulberry 3 BED COTTAGE 1,346 19'0 3 3 300 0.313 1.250 15 - C3-15 19 4 300 1200 C Clubhouse 8,478 22'-10" 8880 9.25 37.000 78 2 1 1 6 C3-12 78 6 8880 35520 P Poolhouse/Gameroorri 2,080 16-10" 1920 2 8.000 see bldg 67 6 C3-11 10 4 1920 7680 573 MET H/C FKG. SIGN -UNITE LETTERS, SYMBOLS 4 STRIPES ON BRIGHT BLUE BACKGROUND 1 2" VAN (TYP) PAfKING '* ADD'L SIGN 0 VAN SPACE ONLY ONLY R I-Vl" -TYP. 12 -----REFER TO SPECS FOR CUSTOM SIGN POSTS -3" POST 614 GV STD ST PIPE -FILL U/ CONC. iR" EXP. JOINT -1' SLOPE CON- WALK v 6° ep a - o HANDICAP SIGN SEE DET.- SIDEWALK I I AREEANG I < I SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) V 4" WIDE DIAGONAL = STRIPING 0 24" 0 o O.C. (WHITE) I � M 24" DIAMETE HANDICAP 2 -g SYMBOL (TIP.) HC SYMBOL DETAIL a NTS 8' MIN II 8' OR PER PLAN 8' MIN E �}E ?•rE oI ;. - HC STRIPING DETAIL CONCRETE FOOTINJ NTS 5/8"x 8" STEEL BAR THRU POST a'� \ INSTALL ONE SIGN PER LOCAL ORDINANCE M»-" l "k- . . • • °'DI a "UNAUTHORIZED VEHICLES PARKED IN ✓ " �'r�j�♦ f f , -a ~" ` L1� t • . ° DESIGNATED ACCESSIBLE SPACES NOT �'' +v ' -- -- � \\ \�, o� \ DISPLAYING DISTINGUISHING PLACARDS - r,,, C, �j ` 1'-6" OR LICENCE PLATES ISSUED FOR PERSONS .�- / l.. _ 1r • \ t1 \� Z WITH DISABILITIES DILL BY FINED. ^� O ! \ ,•/ \ �� • /e , i.. .•••'' •• Waters of ..--.",.�, . d " � yam. ��` '°`+"�iR" ....... • • •'' • l � + � y �� \ • HANDICAP SIGN j ,r ...•-• the U.S. FEMA 100 yr. / \ J � -, -'., . °-• SETBACK Floodplain ,� INSTALLATION DETAIL �� .klli SiTE PLAN BUILDING Cs f FIRE DESIGN ��pP Constr. Type Bid. Size SF No. Stories / , .N Sprinkled (Y/N) / No. FHs (Locations) Required Flowr VICINITY MAP NTS r 1 Inch � 4i0 feet � `8" WATERLINE r7.5' SETBACK REVIEWED FOR COMPLIANCE AUG 2 1 2015 d COLL";r_' S T A•) -ION DEVELOPMENT SERVICES C PLAT FILED: T AUG 21 2015 ram'f 21 E r-i-,r." n?x` k'.-_k5, /.g,• >. fi .?ry7.5 SETBACK j185 E LE VAT I O N 3' � • ° '/ ,"" `'°,'" • M ' 67 .. .ws F.H. .sERvlc .N .t 45 ... / 6" WATERLINE .ti C I I F I AT E " 41 26 s-wL a . '' � «.°. � . � ., ag. ,..�..... pia#" 'ry' '•,, . REQUIRED WATERLINE - - - - WITHRASCRETE RIBBON C 5' 1 f -IM-Y . _w.. m-• . .. - -� -WIT CURB i _ 1 SETBACK • ✓ PVC EC .. .. -�--- -- .......:«...,... --,-. ---, -.-- .«,. .",....... «.«...............-."..«.,..�... �..., .........:....,., -.-. ,.w .....------- ------------------------- PVC -> - -c - - - _ -- _ - - ................... + �_ t- 2�.� t- 2" EC f- PVC SETBACK'rvc -..._ - . •-- •-- - �. 6 - t.� T- ® e i_® I -�_ . T .._ i11■r�. _ �Irr �I� `T • "�_ r� 1..- -a _\� ` -7 '11� """'"'H`-I' I "'"°" III`-- MMM01" T- 110M M ""iMM- 7- MM COLLEGE STATION CITY LIMITS * �o• ELECTRICAL COLLEGE STATION CITY LIMITS 20, WATER-�� �- EASEMENT 4 -_� 15' SETBACK ' 6248/78) (1114/34) E EASEMENT + � NOT REQUIRE ORTH DOWLING (VARIABLE WIDTH R.O.W.) Ali' l= • T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgen.com irm - O8/11/15 �P�� OF TFfi ........................... . >* VERONICA J.B. MORGAN ....................................... T �0 �G / S T �SS7oNAl ENG � 1M m Y O 0 N m ZLd c�mY - '�oavi �oCC M N Z > � �or_ri s` 0) < L LJ _ J QwQm o0LL)< U a Q) a1-o0 Z_ U�� m O N N LIJ v J QL i I W J LJLJ Q W � v O D 3 ENGINEER: MITCHELL & MORGAN, L.L.P. 3204 EARL RUDDER FWY S. COLLEGE S TA TION, TEXAS 77845 (979) 260-6963 SP - OVERALL SITE PLAN SPI - PARTIAL SITE PLAN - I SP2 - PARTIAL SITE PLAN - 2 SP3 - PARTIAL SITE PLAN - 3 SP4 - PARTIAL SITE PLAN - 4 GPI - PARTIAL GRADING PLAN - I G P2 - PARTIAL GRADING PLAN - 2 G P3 - PARTIAL GRADING PLAN - 3 GP4 - PARTIAL GRADING PLAN - 4 G P5 - PARTIAL GRADING PLAN - 5 PVI - PAVING PLAN - PV2 QQi - PAVING PLAN - 2 � v 0 ►rr� �Mlill .. A P.14 AUGUST 201a m0 HARVEY MITCHELL PW SOUTH s'2 Z� ..r'.a'si'P'LIIiJ( Lei �;veavlcw SITE VICINITY MAP NTS INDEX OF SHEETS OWNER: CAPSTONE DEVELOPMENT PARTNERS, L.L.C. 431 OFFICE PARK DR. BIRMINGHAM .. ALABAMA 35223 BTU - BTU ELECTRICAL LAYOUT LSI - LANDSCAPE PLAN - I LS2 - LANDSCAPE PLAN - 2 LS3 - LANDSCAPE PLAN - 3 LS4 - LANDSCAPE PLAN -4 LS5 - LANDSCAPE PLAN - 5 LS6 - STREETSCAPE PLAN - I LS7 - STREETSCAPE PLAN - 2 LS8 - LANDSCAPE DETAILS SW - BCS STANDARD SIDEWALK DETAILS 1 (205) 949-5050 T-000 - INFINISYS - LOW VOLTAGE LEGENDS AND NOTES T-001A - INFINISYS - LOW VOLTAGE SITE PLAN PHASE I T-001B - INFINISYS - LOW VOLTAGE SITE PLAN T-200 - INFINISYS - LOW VOLTAGE SITE PLAN E0.01 - RENFRO - SITE LIGHTING - PH2 - I E0102. - RENFRO - SITE LIGHTING - PH2 - 2 WFP - WAY FINDING PLAN %$�'Ri� W�Fmc hvs mac:%�'i f rst �2.015 'paoDd�� a lu 115 1 j '�. 00 1 -