Loading...
HomeMy WebLinkAboutDrawings,� �••••••.�C,{-� 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS HIGHWAY 40 C&P i. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL S #'4' BAR " FH FIRE HYDRANT INVESTMENTS, L.L.C., 4714 WILLIAMS CREEK DRIVE, COLLEGE STATION, OSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE �, • PARKING ANALYSIS UTILITY DEMAND R=3l ti. 1 " Q TX 77845. CASTLE ROCK SUBDIVISION PHASE 18, BLOCK 11, LOT 4 & ROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 ' *; �* �: ° WHEEL STOP REQUIRED PARKING. DEMAND 6 5. THE PROPERTY IS ZONED A -P, ADMINISTRATIVE PROFESSIONAL RS PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE *: ...... I .•.•.•.....••.*.�', WATER °° ° HANDICAP RAMP OR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL MINIMUM 0 GPM . ,° °° •_ 1 600 -DIG- ♦ KENT M. LAZA 4.200 SF OFFICE BLDG M t *X 4 2 PROPOSED BUILDING A IS 1 STORY, 26 .0 HIGH, 4,200 SF AND TESS. AVERAGE 4 GPM ... CONTOUR MAJOR FF=295.00. 300 EXISTING r RADIIDISTANCES• 65923 CE PER 250 SF ALL AD AND ARE MEASURED TO THE BACK OF CURB 1 SPA MAXIMUM PEAK 16 GPM (PEAK) • CONTOUR -MINOR �+♦ :• .. ® 18 O.C. 298 EXISTING CO 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. 3/4 DOMESTIC WATER METER #4 BARS DISCHARGED INTO THE GREENWAY AREA AND THEN INTO THE I �� •.. ISTEn;:• tv � " 17 SPACES REQUIRED TOTAL UE UNDERGROUND ELECTRICAL SERVICE CONDUIT. ,cam ... ,... 100 -YEAR FLOODPLAIN OF TRIBUTARY OF SPRING CREEK: THE ALLI SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN c �� CURB AND PAVEMENT p 1 HANDICAP SPACES REQUIRED AND r TE EP ONE LINE CONDUIT CO STATION SANITARY SEWER DEM L H DETENTION POND FOR THIS SITE IS AT THE CROWLEY TRACT. /, LIEGE A ON 2005 STANDARD SPEGFlCATIONS FOR WATER & • �! DETAIL EWER. AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS l WATER DEMAND S SSF SPRINKLER SYSTEM S � ti 1 (® 90% OF ) SEWER LINE FOR 0 1 Tn�cA1. sEcnon 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE ORS EETS 8, DRAINAGE. PROPOSED PARKING: AVERAGE 3.6 GPM/5,184 GPD - .. - BACK LINE THE SEAL APPEARIN ON THI N� BUILDING SET GRADING AND DRAINAGE DESIGN PLANS. i 14.4 GPM � DOCUMENT WAS AUTHORIZED MAXIMUM (PEAK) _ _ - -. _ - _ _ - A�UTILITY LINES WRIER, GAS, SANITARY SEWER, G.T.E., STORM " * X - 6 IN FIRE LANES AND PUBLIC UTILITY EASEMENT LINE : ( K 18 SPACES PARKING 5. THE DEVELOPED AREA. FOR PHASE 2 OF THIS PROJECT IS 0.99 I' g ENT M. LAZA, P.E. 6 SANITARY SEWER LINE ETC) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD THE DUMPSTER AREA c = c = o CULVERTS ACRES 43,039 NFORIJIA71ON BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS #65923 ON DECEMBER 19, 20 8. SPACE HANDICAP PARKING " - 1 A 5 IN ALL OTHER AREAS y I' TAI ED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE WATER LINE P8 / 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR OLIND, FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT 19 SPACES TOTAL - TO C.O. S - BL HANDICAP PARKING SIGN s e IIT coNDrnoNs. z ao I � 0 7. ALL PROPOSED SIDEWALKS ARE PRIVATE. 5. TRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN T ELECTRICAL TRANSFORMER O TH iELEC1RICAL SITE PLAN. B. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS _ U) a `- BUILDING. 7 O PA MENT DEPTHS: 6 CONCRETE PAVEMENT IN FIRE LANES AND V PROPOSED SIDEWALK ASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS (n 9. CASTLE ROCK SUBDIVISION PHASE 18 IS CONSIDERED A SINGLE i Q .. II � i-• ® OLE - BUILDING PLOT. SCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE m EXISTING POWER P ROVI ED ON THE. LANDSCAPE & IRRIGATION PLANS. • . Ld • EXISTING ELECTRICAL CONDUIT STUB 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.. M M p Q . THE TYPICAL BACK OF CURB RADIUS IS 2.5 UNLESS NOTED w SLEEVES 11. THIS SUBDIVISION IS LOCATED IN A SEWER IMPACT FEE AREA Z p LANDSCAPE LE bTHER SE z 97-01 (SPRING CREEK). CURRENT IMPACT FEES IN THIS AREA ARE w (9 �( JAS- F- PHASE LINE S9&39/LUE AND ARE DUE AT THE TIME OF BUILDING PERMIT. 9: THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. Q U) _ Q O C) Ili J .- p10. BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE Ln p p CL _ TEXAS STATE PLANE COORDINATE SYSTEM. LAMBERT RODE ON. CENTRAL.ZONE, AND AS MONUMENTED ON THE GROUND.' EXISTING � ELECTRICAL NOTES: � ROCK RIP AP ELF of College s.7 ."a' \�..: ..y 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.. 11. SU JECT PROPERTY IS CURRENTLY ZONED "A=P". OUTLET STRUCTURE 2 DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. 1 B LbiNG SETBACK LINES SHALL BE IN ACCORDANCE WITH THE / V . ♦ it ♦ ♦ 10 DEVELOPER INSTALLS FIRST 10 CITY INSTALLS REMAINDER. CITY COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE F OPEN SPACE ♦ 0 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS. AND 13. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD O PROPOSED SS St SPRING CREEK ♦ � ►- - 2 �'` � EXISTING DRAINAGE - � � � DESIGN. AREA ,CCORDING TO THE FLOOD INSURANCE RATE MAP (F.LR.M.), Z ZONED R l TRASH EXISTING •� TRIBUTARY A • OMM LAITY PANEL No. 4804100 205C. EFFECTIVE DATE JULY. 1992. V ` EASEMENT • • O U) DUMPSTE 30 EE -SS � • 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN.. � - 288 COL. 8479 PG. 49 -Mm/ • • PULL BOXES PROVIDED BY CITY 4. ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL CL z � BE SC EENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE - I, I 49 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT FROM PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN • AND/OR SITE PLAN. 50 ,;. THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE � W O R _ -x I RAD SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING w - 0 � PROPOSE 6 - - - - - - _.. _ � >> O ACK INE - �" - - - -' " -' - - - "- -- - 6: DEVELOPER PROVIDES LOAD DATA FOR PROJECT. " CH CTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE p W EXISTING CIV WOODEN SC N - 0' 100 -YEAR F OODPLAIN RE E RE LANA= • FE E Fl 1 M LAN 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR 5. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN z O 25 ACCESS RE 1 CONSTRUCTION PURPOSES. CCO ANCE WITH UDO. LL' w LL - (PER EFFECTI� MA FIRM) ♦ ,u, �g p o ( EASEMENT � •� 9� - LL_ o- p � 8479 PG 49 I I I 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE VOL / W OD N FE E � �) (nw ''r AS INSTALLED FOR ELECTRIC LINES INCLUDING STREET LIGHTING . ( ) i 25 - .. I Ac,e e I ) IRRIGATION NOTES: - m r ency 1. IRRIGATION MUST BE - • EXISTIN _ PRESSURE VACUUM BREAKER ORPREDUCED PRESSURE A • • / Existing _ PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER . -. • / 6 IDE L RE eF MAS- -_'IRE RE CITY ORDINANCE 2394. /1 ono 1 10 1 ERE RE LAN LAN _ ..:.-, .....���. =. ... Jnr'"'_�r ;....:. u:::: .•, .1 .._.e.,-_.�,+�..t r ... ry-..�-' .' ]>t�, >.F,_ -;�,.f,-�, -.>ma�_i . . ,c . - ,�,s.., •.ar.te5. . ,,�_..T �s .-.�.•�..yr�,.s•,: .�.:-� _t : . Yi a�.z.`.3.: IF�..� 'x ',". 3 uf�. .,.. .». _,..,. t..a•.-_d._..s...,�,. .r:.f ,-�-. �Esr,_: •^ rA-,�_ •ra.3 ;.a�i... -a .F�..� �.a3...rt �r 2. ALL DEVICES MUST BE INSTALLED AND / -.---- ..�.i.x`3r -,x. .fpr-'..' +:, •,* - w,. ._. �. r,. . ._. _.,--,•-'..,-, _�±: '4 r . Wit. "S• . x :rsr'-�= 4' .`r`a:. �_ # ..fiit�,_,,. f...� ,.a. F �ns:e�e ..: ,.,... . s.�. ..�. , TESTED UPON INSTALLATION S PER CITY ORDINANCE NANCE NG Bgo '/i/ .. ,.,` 5 ?an-: - - �' :�+t.`ir-^� i,�-t' myi Y' u ,S'r Ss ,ir', r.,.;,m: c�..�::. .. _ • T/��/� E REM EQ.-- .:�� � ...- w� x �,' � �. -� ... ..:rF�,:;,..._ .,.:._ _ _ ... �.2=1 .....Fr �, ��'`•�r.�'�-���:�,� 2394 289 ___.__ J u � 2 t• / �Qj x^_I__ 18 _18 S-18- -"-1------- " - - -UE S9 S-1 ROPOSED uE -uE s UE------- T _ S-18 UE UE _ -18 U UE UE --uE W- S -18 =- S-18 U _UE _ - " UE �- __ - W W-8 r S-18 S-18 UE / IX�$TING 1 1/2 _ " N uE EXISTING �'N- S-18 ---- _18 SUE Ua UE-------=----'UE,WATER SERVICE-- WER SERVI� � FH _ _ -S-18 UE"_-"-._'_" UE VE r.. n _ OP@SED - .-�•-'------ W-8--8 r _ �._..,�.� N 0) • - - -UE II -�( 24 JG EXISTING EXISTING I PROP /' P.U. BY - EPARATE SERVICE LI / PROPOSED�4" PROPOSED P ( FIRE HYDRAN 10' P.U.E. C� -•fi • - ( IN TRUM - WATER METER 8 SEWER CE OL: 8479/PG. 49 Ti(� EXISTING _ I F@R`FUTURE ( S 8 EXISTING 20' P.U.E. EXISTI / Ig' TYPI a BUILDING ® 2% EWA WATERLINE 18" SEWER LINE VOL4328/PG.1B4 EIEC ICAL / SED 3/4" ''� c 2�_ SLOPE IIS PROPOSED o- 2 g R2.5' ELECTRICAL CO UIT I G ON METER ,, / TRANSFORMER 1 6 00 I I ' I 7.5 SIDE .3 mSETBACK LINE ` 3 ( / PROPOSED 6" PVC ( SEWER SERVICE 2% SLOPE PROP ED 2 ) PV WA R 7.5 1 E I / PROPOSED S N ER E S BACK LIE SIDEWALK _I °0`L �f RAMP I f ( XISTING I ( 5' SID f�LK PROPOS EF7 15' P.U.E ( I I ELECTRIC �ETER I /K VOL. 8479/PG. 49. of � i HIGHWAY 40 C&P STMENTS LLC. � I ADA ZONE r. _p WILLIAM D FITCH PARKWAY NOT T® I CA:ILE LAT 29I &SETBACK DETAIL i PUBLIC DRAINAGE EASEMENT (WIDTH VARIES) , N8701 1'0411E -5!7-f;6* 29.08' 5.02' 25' EASENT' CCES5-- L W-420 T THIS LOCATIO _--------'" 2g ACCESS 15' REAR TEASEMQff_ w I y K SETBAC�...� - -- UNE - - I W of 7f- P.U.E - - _ 10' P.U.E VOLOL 184 PG..184• I� IV1 7.5' SIDE SETBACK UNE y DO ( I Ii Iw Iw. �+ rn 15' P.U.E I) (' I LOT 4 IN LOT 5 IN J I 23,559 SF o 19,480 SF bo O FF = 291. o (� I7.5' SIDE !w -o°' e -SETBACK LINE III r 30' ACCESS EASEMENT tt - T - 25' FRONT • 25' ACCESS- � (' I I SETBACK I EASEMENT LINE 49' 5 S85046'11 411W 2g� I ACCESSIBLE 20 10: 0 20 n: LOT 4ROUTE DETAIL I VICINITY MAP 1 ( ! SCALE IN FEET 1 45o -2 OXFORD COURT LOT I I I o 9h I Q OT LOT( ( IiANDI `a 3 OFFICE DWG / SIGN 200 'SF CURB OPENING SEE DETAIL ON o O r00 BLOCK 1 GHWAY 40 C&P INVESLLC.FF 295.0 SHEET C2 o EACH ED ZONED A -P O 2a L W E.W. SLATES, JR. I - PROPOSED BICY. RACK I FIOECZ ZONED A -P I ( U) ( I T o L ATIO p Q NG I PROPOSED 6 ' ACCESS I � SIDEWALK P ASE 1 J EASEMENT I 1 ,-2 DEVELOPMENT LIN I VOL. 8479/PG. 49 p 0.79 AC. / - 7 I �17 FWO v � I '� 2 14 Z 19. 1-36--+-15' ' m+n. 15' -I -36--'i itch Parkwa . R .5' ' 2 R2.5' 0- tMll+am D F+ U I / \ ate ! W�hwc1� 4 bi I) _ (L Zg6 M I, ° C STL GATE m ( 6 CURB 3s t O XISTING BDI SION Q ( 29 OPENING ADA 9' TYP. 5 mLo ACCESSIBLE I 25 IACCESS EASEMENT 24' h 25 I PROPOSED i ROUTEVO 8479 PG. 49 D 06 FIRE LANE I / ( 24•� t W ( . 95"� �• _ (�' EXISTING CURB - �. ( t 2 \ BICYCLE RACK DETAIL Cn 2g TO BE REMOVED 9 WP --- O �1 V - -- � - EXISTING NTS. i I R20' P.U.E. - - / 2 5 VOL. 5282/PG. 202 - �� N X00 00 � l2 tom' j- �a � w -s w -s w -s w-6 w-6 w -s W I 1 2 F / 'I EX STING IRE HY RANT EXIS G OVERHEAD I O J 20' EXISTING F 2 , 25' FRONT ELE IC LINE 6" WATERLINE 12SET13ACKLINE 3 NOT TO SCALE 3-3-3-3-3 3 3 3 3 3 yLis 3 3 3 3 3 � s. A T K•.yH. �1 - SLE ROC IVISION - PHASE 1B . 3 W-24 - W-24 W-24 W SU z W-24 W-24 W-24 W-24 - 24 W-24 W-24 -24 DLC 2008 - VOL. 8479/PG. 49 EXISTING 1s" RCP CULVERTJI M E STATIO BLOCK 11, LOT 4 & 5 I I o N DU.1 4 W 6:1 S.E.T.s Exist' c� EXIS --- - S{H �� ' 0.99 ACRES 3 b Driveway WATERLINE ,----""_- .--•a..,,:., .�:L .7 543 WILLIAM D. FITCH PARKWAY COUNTY, ....-299---•-"� - 1��,3�� COLLEGE STATION, BRAZOS 0 NTY, TEXAS ELEVATION ------` OCTOBER, 2008 William bL.Fit6ParkwayGER'I ROW & PAVEMENT - OWNER HIGHWAT( 4714 WIW sta p p w O L W-420 T THIS LOCATIO _--------'" 2g a a " w 285 I 0U) in (979) 764-7743 V) 101? W of - - _ I - - DO CO O O !w -o°' � O 04 Z Q O CV ti00 � ti Ltd ti �U C:) X ti W co ca h F_ o � ti L- CD J Y N OCU zCU a) C9 Rj0 CO FR �' U) U d W � � N C9 CU 00 cY _ �- co ' U co XC 0 2g� I ACCESSIBLE 20 10: 0 20 n: LOT 4ROUTE DETAIL I VICINITY MAP 1 ( ! SCALE IN FEET 1 45o -2 OXFORD COURT LOT I I I o 9h I Q OT LOT( ( IiANDI `a 3 OFFICE DWG / SIGN 200 'SF CURB OPENING SEE DETAIL ON o O r00 BLOCK 1 GHWAY 40 C&P INVESLLC.FF 295.0 SHEET C2 o EACH ED ZONED A -P O 2a L W E.W. SLATES, JR. I - PROPOSED BICY. RACK I FIOECZ ZONED A -P I ( U) ( I T o L ATIO p Q NG I PROPOSED 6 ' ACCESS I � SIDEWALK P ASE 1 J EASEMENT I 1 ,-2 DEVELOPMENT LIN I VOL. 8479/PG. 49 p 0.79 AC. / - 7 I �17 FWO v � I '� 2 14 Z 19. 1-36--+-15' ' m+n. 15' -I -36--'i itch Parkwa . R .5' ' 2 R2.5' 0- tMll+am D F+ U I / \ ate ! W�hwc1� 4 bi I) _ (L Zg6 M I, ° C STL GATE m ( 6 CURB 3s t O XISTING BDI SION Q ( 29 OPENING ADA 9' TYP. 5 mLo ACCESSIBLE I 25 IACCESS EASEMENT 24' h 25 I PROPOSED i ROUTEVO 8479 PG. 49 D 06 FIRE LANE I / ( 24•� t W ( . 95"� �• _ (�' EXISTING CURB - �. ( t 2 \ BICYCLE RACK DETAIL Cn 2g TO BE REMOVED 9 WP --- O �1 V - -- � - EXISTING NTS. i I R20' P.U.E. - - / 2 5 VOL. 5282/PG. 202 - �� N X00 00 � l2 tom' j- �a � w -s w -s w -s w-6 w-6 w -s W I 1 2 F / 'I EX STING IRE HY RANT EXIS G OVERHEAD I O J 20' EXISTING F 2 , 25' FRONT ELE IC LINE 6" WATERLINE 12SET13ACKLINE 3 NOT TO SCALE 3-3-3-3-3 3 3 3 3 3 yLis 3 3 3 3 3 � s. A T K•.yH. �1 - SLE ROC IVISION - PHASE 1B . 3 W-24 - W-24 W-24 W SU z W-24 W-24 W-24 W-24 - 24 W-24 W-24 -24 DLC 2008 - VOL. 8479/PG. 49 EXISTING 1s" RCP CULVERTJI M E STATIO BLOCK 11, LOT 4 & 5 I I o N DU.1 4 W 6:1 S.E.T.s Exist' c� EXIS --- - S{H �� ' 0.99 ACRES 3 b Driveway WATERLINE ,----""_- .--•a..,,:., .�:L .7 543 WILLIAM D. FITCH PARKWAY COUNTY, ....-299---•-"� - 1��,3�� COLLEGE STATION, BRAZOS 0 NTY, TEXAS ELEVATION ------` OCTOBER, 2008 William bL.Fit6ParkwayGER'I ROW & PAVEMENT IFICA"IE 0 REQUIRED ,College ' E3 't" I OWNER HIGHWAT( 4714 WIW sta EVELOPER: 40 C&P , S CREED, an, tX 77845 INVESTMENTS, DRIVE ENGINEER: L.L.C. , Civil Development, Ltd. 2033 Harvey Mitchell Parkway South College station. TX 77840 L W-420 T THIS LOCATIO _--------'" 2g a a " (979) 777 285 I (979) 764-7743 101? - - _ - - I (� OF l *: KENT M. LAZA ............................ ♦• .• - 65923 ; u. • sr.°. • NAL. N ,• THE SEAL APPING ON THIS DOCUMENT WAS AUTHORIZED IBY KENT M. LAZA, P.E. - ---.-_ #65923 ON DECEMBER 19, 008. 28 z 00 ® O U) 58 LF SILT CEA 28 �' to ® '� -� 20 10 0 o i 20 8 � � �a ®���� GALE IN FEET - ,� w � I m o , W Q o _ ----- z 100-YEAR OODPLAIN D _ - -- - - - I- Q¢cn o _ E- - or W (PER EFFECTIVE--' MA FIRM) � ® � E- : v � cn 0 0 O_ m INLET PROTECTI N 29 ---- .�I N FRONT OF I --_ EXISTING I .- ./ CURB OPENING �\ _ - _ 25 mre nc Ac c ss e E y ® tin g . sting ® .70 z ®® x� _ 1�1 ®® / EXISTING ROCK >® RE y VE 30 . , ,� / RIP x f -,-�' � RAP OUTLET .,a,.,, ...,.. r.:. , ,;N .- , �.. :'.r ""'�`. tai ^i a-_,.-. .t^.. rte. C� •,.rpt: s.. rL.Ls d�2:n ..a Igloo TING CURB . , , y. r. � . . r , . ,. 4., OR"STR � . � � .�, _ ti UCTUR n _, ti r .r. Y. a F .. s� t, _. x s ._ _ 3. _� h �I is ._ x_..e.., ...,._....... -.. �u � .r � ;nr��..,U<. ,.-,., .., ...e ..:.:.. � •s_ � '` , n v - ter• w.t ..� � i .. d ...... .s., :'� .� r. �e+„s ,s,_d; ., -. t. ��- . ;.>,,..;, ... .. k .. . -r. - :fir. -r ti z .3r. ^.v 33....7 ax.. moi.. & ��, E v l-,.:.s....-:...., .� n..<., .a . _,_.. - , .-_ .A_ 4c„ , ... _ .c..r v.. .. - �' a.t� :.'is 1.. t., �, ....�? a .,.. hr T. 25:+%a„d; "i•.. nvYlY ....•,.._ . ea u. , ... ..... . ^.�..�' v-.•... _..t:-:vx•..'x ,3' ".2'-.-a•"' v.?1s-i ®M 0 289 � 9--- ,:�._ �:;:. ._._ ( 281.47 �.,.e >=��.! ry x .�:,...�� :.:, ,f .... - r _<.-�. ..... i i- I'- r, u... _ -- _ STEEL PLATE Z Ld O UE UE UE �._ �- ) _ in -. � E s _ W U E w O RE V -FBQ 1 F UE U 1 M --- UE iL. UE- �G CURB ----uE 1/2 METAL PLATE UE- �/ � LA � 5 1 2 SIDEWALK ROOF z O ----UE-- -- _ ___UE / � UE / _ _-- 0' W lL .--- --- ' DRAIN / O O a I a - _ o d d Id 8 p W U) V) p.bi 2e05 I ° - / 291.70 287.75 29 TP I Q (n Tp >P - f �2 60 SIDEWALK 4" C �1. L 1 00� 2? `` g� o 0 � I - i Te SIDEWALK ROOF DRAIN SIDEWALK ROOF RAIN CROSS SEC A DETAIL TION W o� X280 270 ( F- Q 0) /// Q 1 i ,,� ,� I : I SE ION A A o g0 293••-- �.' o N i n2.90 N.T•S TO / f 292. �-� O �,� Tw'2'� � DO 292.80 - z Q O Tw I r„> 2 2 I � i I i 94 I I N I ! I I o0 NOTES: Ln �w •40 1. FILL MATERIAL USED TO ACHIEVE . o X I g1 I I latTc r GRADE 2 IN AREAS TO RECEIVE PAVEMENT w �j' /� to to LOT "i _ SHALL BE COMPACTED TO AT LEAST t� O 0 3 c 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STAN ; ` m ` co '� ti _ I STANDARD PROCTOR: ttt � TEST, ASTM D698 , AT A MOISTURE Q,I Ca z D. 2 I ) = h cn u I CONTENT FROM X I I O' ORD CG�URT LOT . l I 290 BELOW TO 4% Q wca LOT I I �T 6 ABOVE THE OPTIMUM MOISTURE CONTENT. ,,ai o o LL 3 OFFICEDING I L,r 5 2. THE SUBGRADE B [1.� Z ca 0 2 BENEATH THE i� _ �+r� �j' 5200 SF ti CONCRETE PAVEMENT AND SIDEWALKS W �, fn U a BLOCK �j 1 SHALL B "PROOF-ROLLED". a (D 1 1 f I E PROOF ROLLED . ANY WEAK z rn n OR SOFT AREAS IDENTIFIED BY Z � N FF - 295.0 - „ „ THE z co a� � �t 2g2 I 9� I PROOF-ROLLSHALL BE REMOVED w = 0 2 I .7o " AND REPLACED. - M V ^ ?at » 8 CURB OPENING TXDOT ITEM 526. c� p I SEE DETAIL ON THIS I N m .. I SHEET I I I 400 294. • 5 90 3. THE SUBGRADE SOILS BENEATH THE p 29470 PAVEMENT SHALL BE LIME STABILIZED TO o+ 5555 a I 2e�455 , i g� A MINIMUM DEPTH OF 6 AT A RATE OF f 29+so 2 6% OF THE DRY WEIGHT OF THE SOIL. n (7J'J I I 50 4.6s 4.48 4120 iE THE LIME STABILIZED SOIL: SHALL BE 6s MIXED TO PROVIDE A HOMOGENEOUS 29435 I ` 6"_.CURB � •� � I `L� MIXTURE WITH A MINIMUM PH OF 12.4, r I I AND WHICH MEETS 0 ENING 2s.�4.40 . THE GRADATION I .9 REQUIREMENTS "SPECIFIED IN THE TEXAS 95 DEPARTMENT OF TRANSPORTATION t5 _. - a4. - 45 4.25 (TXDOT), STANDARD SPECIFICATIONS FOR REMOVE f58 I 6 eo 29500 TP 294 EXISTING RB I Zg •80 ,P TcTP CONSTRUCTION OF HIGHWAYS. STREETS, m 'U ( AND BRIDGES, ITEM 260. THE LIME r 2 i295 i 0 2 I STABILIZED SOIL SHALL BE COMPACTED / 95 I W TO A DENSITY OF AT LEAST 98� OF THE z , T ' MAXIMUM DRY DENSITY AS DETERMINED I I i , I BY ASTM D698 AT MOISTURE CONTENT Q g"l FROM 2% BELOW TO 4% ABOVE OPTIMUM ` Z - J 29 296 29 MOISTURE CONTENT. THE LIME USED TO 5- STABILIZE THE SOIL SHALL MEET THE r ) I : J REQUIREMENTS OF TXDOT ITEM 264, W 1 r 0. I "UME AND LIME SLURRY". z g 2V 4. IN AREA Q 0 2 I I oo - S ADJACENT TO THE BUILDING U i 00 � THE FINAL GRADE SHOULD HAVE A Z �„ - 0 I I. 216.45I MINIMUM FALL OF 6-1N IN THE FIRST _ X8.70 296.90 296.e5 Tc �6 30 )q T� Tc le( 10 FT AWAY FROM THE BUILDING LL 7.00 297.00 r I I � � EXCEPT IN AREAS WHERE SIDEWAU<S - m ARE LOCATED. Q Z 0 Q j 31-3-3 0 (� J LO ' .. .-.. ♦n 06 30 L t -29 g - _ Z d' 6 �, Z 0 0 cn � U ~ �,o N OTE. Zj 0 0 Existing �g �- DrivewayW TOPOGRAPHY SHOWN IS - - -- W Q ---- -`" FROM FIELDS YIEWEE) FOR _! SURVEY DATA --'- AND AERIAL TOPOGRAPHY IMPLIANCE W 1- C X PREPARED FOR THE CITY William ID,-Fftefi Parkway OF COLLEGE STA RON. Q ROW & PA'RWNT r 14 0 (ROW-4201 T THIS LOCATIONS COLLt !N INEERAgpiiiING LEGEND I I - ) OFT GRADING & PAVEMENT CONSTRUCTION NOTES.. / SiP ....... • ,.•• .� .► STEEL REINFORCING BARS ■ •••� ♦ *; 6.* 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION - ♦ *. ;* : _ �- R-3n CONCRETE PAVEMENT ♦...........................; „ SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE ff ♦ KENT M. LAZA rRE 6 ♦ .........................T... CONCRE=TE ._. ARE uwE-�---------�•'RE'."N��4RE w� flRE um,E PLANS AND SHALL HAVE A MINIMUM 28-DAY _ ,,. . t 65923 PAVE ENT n . ,: RE uw� `- •� — T ----�- -.. X • t y ; w+� - - COMPRESSIVE STRENGTH OF 3000 PSI. THE , ..: .. .Q ry .. t>_ 4. I I _ X .... .... stv MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT :.. . ... �� w , • / OF PORTLAND. CEMENT SHALL. BE 20 PERCENT BY � ,r I rive ss Drive LOO= STABILIZED, SUB6RAIE ���h,� Em rilency WEIGHT. # Existing v 4 BAR THE SEAL AP INC ON IS .f Exl g DOCUMENT WAS AUTHORIZED BY REMOVE f30 LF+��srr FIRE uN IAN —IiRE T f �RE w+E--------- 2. REINFORCING STEEL SHALL BE GRADE 60 KENT M. LAZA, P.E. >r . 46>.�;. �>,,_ �.. EXISTING uN� .. �.,,_ _ .._._ I RE M�, CONCRETE PAVEMENT T ICAL CONCRETE PAVING SECTION n 'x �- .�.Y ;4 CURB FOR C I - its5i:c.1 ^'."J.` 'S ..;,u �/� ..4'. iS N r _ .,-<, , . w , , ,. � . rF .,4 �: r � ,.._. � 65923 ON DECEMBER 19 008. EXISTING. CUR .,, ,,�� .�� .� � . � +nr , sv. �. ��, x. Y� -,{ 000 PSI , ELECTRIC ,.:. � . Y. �� . � , h .� . _ .. . �._._ r _ � _ ,_ � ,.... .. . _., ,. :. .,..�,_L.� r ,� _ , ,� __. ter. _ , r ,. _�. .. r. .. k .rte _.. • ... ,-. r _ , .- ... ., "�'' ...... ,.. a .. r., . r , .4. 'l`� ., n. ,,. � , -. ✓. `,4- Ste` ,- T AL SECTION TYPIC _ NTS r..x = ' :aC 'i. - m �t4 - ;; s Z 5 . r'f• .,3+. - _,r.,. i �4ma! .,yam,-•• CONDUIT- s : h t _ �,,_ , . •;: , .� .,.. , .,,, .. ,. �.,._ _ :�_...1 .vi'���"7i.. ,=z, -'�- ..rte, � ..�.+,G� u a- r� w -,,, r.., ..• , , .�. .. . :< , � „>.. _,� .;- EXISTING . •,.n,. .._hk . s I - Y�- �. s�1s 3. FILL. MATERIAL. USED TO ACHIEVE GRADE IN NTS � x�• IN FIRE LANE: s• IN ALL OTHER AREAS Z 00 S-18 ---'' �--� --•_ - -UE ■ 5' PAVEMENT - USE #3 REBAR 8 15' O.C. y� O WATER SERVICE--S-1s __ UE--�E AREAS TO RECEIVE PAVEMENT SHALL BE _ s 18 ■ 6' PAVEMENT -USE #3 REHAB 8 12' O.C. Q I T a Xda' IN FIRE LANE, 5' IN ALL OTHER AREAS _17 - 5 PAVEMENT - USE #3 REBAR H 15' O,C �Y 18----�-�-----� COMPACTED TO AT LEAST 95% OF THE MAXIMUM ' -18. z UE-- -uE �TTi1Vh a 6' PAVEMENT - USE #3 REBAR E 12' O.0 V) � _ _ , DRY DENSITY AS DETERMINED BY THE STANDARD i , T f E ,., t F. _s-- --- D _ u frt �. F � x ., _ 4 .�:.>�. � ,f�., SIDEWALK -•--•----- S'REMOQ�VRj��G CUR u .., .: � ,, ... �.. �� 1 IMV .r` r = F <;'v r. fg.. �.4'�.. T: r.. , i�M"':..,3-„�.. �,,.,. ,:c„.. r's,. ------- uE U . t,,,�v �,. t9a< �Y ,rrf: .r_. :_• _ T ASTM D698 AT A MOISTURE a S-18 _ _---- /,h , r z n ,._ r�..�.., w PROCTOR TEST, ), UE s �� PE � � .� �.,�f � „. � XISTING ( >- UE-v...,.., .,� h, , ��� o BELOW. TO 4% ABOVE THE r� s.r v : .•� ., � � ..�.;� ...:., � . : CONTENT FROM 2% r ..-� _ . �..... zr�, � . y :- ,t, ;`. ,,, ,.. � WER SERVICE.. w UE ;: ,�, c��,k,;,;;....� . ... ., ..........-, 3.:, ...., �) �v .. �_ .,.. �` a e., ;i}r�,=- - : .. - ..,,c. x _ 'rt ., er..x-^ ._-. -.•s a •f -r s moi.... r. _ ,y '.�,-��, ? ._,.., IMUM MOISTURE CONTENT. m o ,.�.: OPT . t _ /.,rS�tJ .Y .. .. .V•ss:.G. �it��:.3uJ..i. 'u L,e.<--, ,1aa .._. - f,fi(r. c: rs .YRs, . rA.l ..0 T >.:. .9. .-i :�'r`ibe,'hr. ...+F_,._..r. . .. :. a- w .,c,..,.,. ,. 4. THE SUBGRADE SOILS BENEATH PAVEMENT v �� V Qw SHALL BE LIME STABILIZED TO MINIMUM DEPTH�6 PAVEMENT I- �^ 6 AT A RATE OF APPROXIMATELY 6% OF THE ' OF T PROXIMA .ELY SEWER PROPOSED 6 DRY WEIGHT OF THE SOIL. THE -LIME STABILIZED I SEAL JOIN MATERIAL SMOOTH DOWEL BAR „ ,. SERVICE FOR FUTURE u2 Ata X 1B', 12 ac. , SOIL SHALL BE MIXED TO PROVIDE A ., sE> BUILDING LIGHT BROOM FINISH 3/4 (COATED W/HEAVY GREA N HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF p ,� 1 JOINTS BE TOOLED 1 .4 AND. WHICH- MEETS THE GRADATION 1/4 TO 112 DEEP 1 2 f I .r 4 REQUIREMENTS SPECIFIED IN THE TEXAS ........ .. 1 ) j\_51' PAVEMENT DEPARTMENT OF TRANSPORTATION (TXDOT), .................. I z 4dI STANDARD SPECIFICATIONS FOR CONSTRUCTION OF-ExTRunD ,nmrr FIVER AL oR PLASTIC cnP. BrsmE o � o DIAMETER TO BE 1/16' GREATER n _ 1.11111:4111 HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THAN DIAMETER IF DOWEL HAR CL z SIDEWALK CONTRACTION JOINT W cn 4 SIDEWALK THE LIME STABILIZED SOIL SHALL BE COMPACTED I � z CONTRACTION, JOINTS SHALL BE SI E ALK EXPANSION JOINT v B _ TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM o AT SAME SPACING AS SMEWALK WIDTH I TO BE SPACED AT 60' MAX. INTERVALS W U R D698 AT TE, EXPANSION JOINT SEALANT TO BE SQ1 SL-1 OR APPROVED EQUAL. O DRY DENSITY AS DETERMINED BY ASTM Na o � v W LANDSCAPE _ '(n RAMP STEPS _ �= X MOISTURE CONTENT FROM 2% BELOW TO 4% SLEEVES I I Z ry o I LAND C �- APE ABOVE OPTIMUM MOISTURE CONTENT. THE LIME w O I _ o n_ i SLEEVES I - I E THE OIL SHALL MEET THE LL o USED TO STABILIZE S (n w I REQUIREMENTS OF TXDOT ITEM 264 LIME AND � UJ UJ ' > w � In LIME SLURRY". W o In V) - W - LOT 4 _ - 5. THE SUBGRADE BENEATH THE CONCRETE i SAWED OR FORMED, SEAL - SIDEWALKS SHALL BE COMPACTED AND s L vI JOINT MATERIAL- SMOOTH . X18" OC WITH JOINT MATERIAL 1/2' DIA. X 18 O.C. (COATED "PROOF-ROLLED". ANY WEAK OR SOFT AREAS s/4" W/HEAVY GREASE) : Do 00 ff 3/8" TO 1/2" �' j O O I LOT 5 I IDENTIFIED BY THE PROOF-ROLLING SHALL BE OXFORD COURT LOTir REMOVED AND REPLACED. —} —X w - YF �}''_Vit( X X � O � LOT 2 LOT 3 g OFFICE BUILDING . Q 00 Co 2 6. JOINT SEALANT MATERIAL TO BE SONOBORN NDN-EXTR ING' JOINT FILLER --METAL OR PLASTIC CAP, INSIDE 1 4,200 SFDIAMETER TO BE 1/16" GREATER SL-1 OR APPROVED EQUAL. THAN DIAMETER OF DOWEL BAR _ �LO�I� 11 FF = 295.0 ( 4„ SIDEWALK - I z Q o .7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE CONTRACTION JOINT XPANSI❑N JOINT FINISHING IS COMPLETE AT THE RATE CONTRACTION JOINTS SHALL BE BE SPACED AT 60' MAX. INTERVALS AT 20' MAX. SPACING E ER. THE RECOMMENDED BY THE MANUFACTURER. NOTE NOTE i N LANDSCAP EXPANSION JOINT SEALANT To BE SONOBORN SL-1 OR APPROVED EQUAL S -1 oR APPROVED T SEALANT TO BE SONOBORN L Co CURING COMPOUND SHALL MEET- THE Eaun�tor' � TI r REQUIREMENTS OF TXDOT ITEM 526. a X=6' IN FIRE LANE, 5' IN ALL OTHER AREAS ?� X�' DV FIRE LANE, # IN ALL OTHER AREAS ti LQfj ■ 51 PAVEMENT -USE #3 REBAR Q 15. O.0 5' PAVEMENT USE #3 REBAR 2 35� OZ. m N ti ■ 6' PAVEMENT - USE #3 REBAR 8 12' U•C 6 PAVEMENT -USE #3 REBAR 2 12 OC. U 1 8 CURB OPENING 8. ALL ADA RAMPS WILL HAVE DETECTABLE �- x W ICo FCO SEE DETAIL ON SHEET C2 WARNING .PAVERS WITH A TRUNCATED DOME � � � - I ( ) I SURFACE FOR THE FULL LENGTH OF THE RAMP. CIO CO� ti � ~ L c' o ADARMP " m 03x �rn 5 PAVEMENT 9. MAXIMUM CROSS SLOPE FOR ADA ACCESSIBLE Z a 06 .,.,. �,_ �,: :..r.x„ 3_, R SIDEWALKS AND PAVEMENT. IABLE CURB HEIGHT .t .ter=r= ROUTES IS 2% FOR ;r :, .r- anc ,_- r_r,s-t •,•..:: •.,:�_, __, y,¢,. >;,.3. :z;< .s a:= .. .0 CURB HEIGHT cA' .1: �kr r Q% REMOVE t58 LF 3 O a1 .FA`°:.� s _ W - = 5 s `� �.- '.'-?�.' *E .: pe..v:A.; ' i h, -._ s-��t,r <s ::w••.:;x3 yr ,�,$ - ._ •�°tx Y'��.: '.,_ � (I. vF. r `'�u II HEIGHT .0 C . �• Ii , :, , . ,,:� � ��' r,, , , 0 5 CURB HEI tl_ m,' Ft o zii �,= 'u. ,a.r.� ,;. r. Fr,rea ,a,.r ,.,-c ,,. b. (� EXISTING CURB �... , w � ,. � t-:.. _ � r ..,�:�h�- ut �i ..-s "f •,.... �.. �' `l'}r;, s; .t =- . . •»: ,,,,.. � 7k�r xe ., ,. _ er !. ... f'at. , .. ,. i � J .�. F•i ,_ ,...... i -C.n c �.,. ..,, ... .. .. .{F. .. . s r � 5� '�y_..>•.r . ..h. ,..� ..... . jf a ...: .1_ ��T.. •�r zit >„ , Co!co 0 ..,,,,..ii r� {��J' t %44 •e'+E ,,� ' f. <�Yfl` .j.#'tfia .:;i±-�aS^dt• ... '.•i..� � — '.'skr�. .. .�1 �W •Zy,r-r,>.:iy�,l.rr,'s.r@�a...,>:•+? y�,'r-_�_,t..,.��.W,w.-,sr, yrrr ✓ as•. . ' .k��ar,-�°•� dS .�,4�o:� �•�.•, t' ..x -4r+..,5,��:dy.. ��,..lr. 1. Gxvf �^� r , sO- 0V- O > nO O - O- O - 000 0 - i- --7 - Cu ^W—�+ c��—IO 3C W ,W ,� PAVEMENT s`LEGEND 'PARKING 20 10 0 20 dCU' �'^�, 'S•:,y. r �. ,e f._ t , r.>,. •c, : P.'r' �,t ..a K � h kF- ,1'=. 'tea - 4'h..�j-zt'"ti1� _.�.,.. � u b _,i2;`r�r." �r`k�ni� ..,�..'§�r"S ..r •F>C�f� uwc�'�''�'.di".��r,�,"y ._:�'7aX,-a. �"� sd�_ r,r 4.�,=„� fr I I J .SCALE IN FEET -w-s w-s w-s w-s w-s I I 5” PAVEMENT LANDSCAPE - FH SLEEVES 3 3 30' _ I W24 24 W24 W_24 W-24 W 24 W-24 W-24- -W-24 W-24 V THICK (MIN) REINFORCED� LL! I NCRETE SIDEWALK CD EXPANSION dJiNT (3 00 PSI, 28-DAY STRENGTH) _._.,.�. CURB &GUTTER 2% MAX Z Existing �� cn I I i .-. ,: II. ,r. .. gee _ IVI��.Ii�NC •, Y ••y-.•:+. a:R • i .rl..a - s. v:•-cr., �. .a• Z DEC2 ,,9 2008 , 2 - - W Q I- U 1 lam D. Fitch Parkway' N 2 SAND CUSHION — V) O Z COLLEGlE STAT" O ENGINEERING � (As NECESSARY � — J 0 ROW & PAVEMENT ,2 F _ �T+ �+ LOCATION) m 201 AT THIS LOCATION) J3 DOWELS ® 24n SPACING ON CENTER �3 X 18 O.C.E.W. �--- WHERE SIDEWALK ABUTS CURB Z o Q COMPACTED UBGRAD M i W � 1.i.1 CONCRETE SIDE WALI CR!I SS SECTION, � SSI - N CDW d' I O�cnl W Iw o _ o o. 0 4 SIDEWALK4 SIDEWALK HANDRAIL HANDRAIL (� SEE NOTE 1 SEE NOTE 1W NOTES O 1" OPENING LL 1. OUTDOOR STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THE WALKING FOR DRAINAGE X U)SURFACES AND HAVE A SLOPE GREATER THAN 2X 1 1/2" PIPE(SCH.40) - O 2 THE VERTICAL RISE OF ANY RAMP SHALL BE 30 INCHES MAXIMUM. - BUILDING SLAB V 3" min • . ,..- • � • ....., ;. � v IES" 3 min � , BUILDING SLAB ....... y 16 26' 1 11,C STANDARD PAINTED ' ` r. ' :` '. i : 8, 36 H NDRAIL TO BE PIPE RAIL (TYP.) CONNECTE TO RETAINING " 2'-2" n n , . VARIES (TYPICAL) WALLWITH 4-9/16" X 6" 6 zo 6 r' 4 ANCHpR BOLTS OR WELD 6n 4f :. PLATES WI 6" ANCHORS • a . 4: SHEET •, '4 ... -} '.y'.: �:'. .-.. it .. •� ''_ :.. �•:`_'•.L, ... CONCRETE CONCRETE RETAINING WALL '•' n RETAINING WALL•• ;.. •• •' ' n SIDEWALK NOTE- 1: THE RUNNING SLOPE OF SIDEWALK WALKING -"i CONNECTION DETAILILTYPICAL HANDRAIL DETAIL tAINiNG WSection A=A SURFACES SHALL NOT BE STEEPER THAN 1:20. THE Section B_B RUNNING SLOPE OF SIDEWALK RAMPS SHALL NOT BE N.T.S. OR SIDEWALK NTS Sidewalk Retaining Wall Sidewalk Retaining Wall STAIR AND HANDRAIL DETAIL STEEPER THAN 1:12. THE CROSS SLOPE SHALL NOT BE STEEPER THAN 1:50. N.T.S ii i ----- ---- ------------ -- O — — i i E WIE -- RE �-rRPLMe—— ,----IRE ` I LANE c ccess Drive 25 Existingmeny � / RE UWc--� —_ �� E RE WWE—�--r'1RE LANE ----• enc LANE z tin 1'1- -Y 4. Y acs. "7"i- -1. } 3��:i.k1 cv-�J.:F}✓n �Y Y.- a L2.n .•1._''1. -�.,. y ? f pY( v -,.+ _. " F' :• �s L F. T t .u' 'c_ E�-�'• .:?fid.. � �r. a ..t t`ftilr• •,i ui r J1F, ,.X.r^ uap . s ,Y , , (.. . _ S ._. _. _r I .� . xy s.r.:.,.1�,`f.e.-_ . � - .. rn. .-. `a"t; '°_ ,-.:.. tr�>�•..�;; 'e 5,t• . -x: :�.. o+. LDLB — LD LD LD LD LD LD - O ---uE'-- ��, UE UEE�----- -------- -UE--- ----- UE-- —U , UE �E 1 w-8---- W-8 --------- UE— - -- UE— -- UE 5------'_"" UE w— -s____- Oxford Court Office Building Streetscape Requirements Landscain P 9 RequirementsV Canopy Additional LANDSCAPE TYPES PLANT NAMES Requirements Prof 'ded! Streetscape Point N Area (ac) Area (sf) Points Req. Symbol Plant nn _ _ _ • Quantity 9 (1 Value Total Streetscaping na na 600 SA Lige Oak (2.1' - 3.4" cabr) 600 * Two cano trees May be substituted for each one canopy tree 4 150 600 NON—CANOPY -TREES MUST .MEET E SB Crepe Myrtle in. 1.25" call ) 2 40 80 treetscapin .yt, i ... 0 Subtotal 680 _ Landsca in P 9 0.69 6 30 423 913 LA Li%e Oak 2.1 " - 3.4 call ( , 150 450 LB Crepe Myrtl (min. 1.26'ca ) 3 40 120 LD Elaegnus (min, 5 galloi 1} 59 10 590 Landscepin' Subtotal 1 1,160 Total Required .1,3361 j ota ; Providedl 1,840 —) V fY WJ d Streetscape Requirements LANDSCAPE TYPE PLANT Canopy Trees Canopy Additional LANDSCAPE TYPES PLANT NAMES Length Required* Trees Streetscape Point N Provided Req, ** William D Fitch (MIN) nn _ _ _ • i 9 (1 Parkway Frontage 116 ., 5 600 **NON -CANOPY TREE Total Additional Streetscape Points 600 * Two cano trees May be substituted for each one canopy tree * *Streetscape points are included with the computations for landscaping points and are scattered throughout the development. V)r—n �-- LANDSCAPE TYPE PLANT I AME LANDSCAPE TYPES PLANT NAMES U U z _ .L — LANDSCAPE A*** - LIVE OAK - 2.1 TO N S — STREETSCAPE B** — CREPE MYRTLE — 71'1 (MIN) nn _ _ _ • i 9 (1 ft V)r—n �-- LANDSCAPE TYPE PLANT I AME LANDSCAPE TYPES PLANT NAMES U U z .L — LANDSCAPE A*** - LIVE OAK - 2.1 TO 3.4; CALIPE� S — STREETSCAPE B** — CREPE MYRTLE — 1 5 CALIPER (MIN) D* — ELAEGNUS - 5 GA i ***INDICATES CANOPY TREE ,H **NON -CANOPY TREE (� *SHRUB p F3 1 NON—CANOPY -TREES MUST .MEET E MINIMUM CALIPER FOR A SINGLE CA 4E.: LANDSCAPE SLEEVE �r V)r—n �-- O OLL U U z 0 REVI ",WEk ,H (� F' p F3 1 v' - g^r. COL..' �r .--qq EVE .R! !{ER .yt, i ... 0 3 PLU t U SHEET moo, m, 51 PRO 01110011,01M =0 NE, 0 A', MOM PA -071 wiliv-m.&-.,�,r�'L��'�Tills,;,�ii�lgr MIN now la -m mSub tats co) rb C C -c to N a C 0 0 0 0 0 0 0 M 01 cl) 0 0 0 0 .5 CL CL (L 0 0 .9 r- a. c: c CL (L a. (L (L (L 0 10- •.5 (L (L 70 (L EL 0- '25 Z 5 (L 0 (L a_ 0 0 0 :-o .0 0 0 to M a' cl� 0 0 0 190 0 0 0 0 0 0 0 (L- 0 0 (L CL 0- 0 (L a. a) I a. 0 0 N (L Q_ CL CL 0— a. U') U') 00 04 0 It 1- (1) cl) Lc) Lc) co c) CY) 0) C14 0 0 0 0 0 0) p U') 04 It 0 0) ce) (o N 0 0 0 0 0 0 U) t C:) cm 0 00 0 �U) E.9 oi 00 :� 0 40- Im ca 0 cn 2) 1 M 0 a Q a) D cn in cn CU a 0 C < E o 22 11 11 11 11 11 11 11 11 11 11 11 11 11 11 n cu -0 0 w M 02 a) — .2 E 40 0) 0 co ca L 0. IN oc) OF cl) cu Q cu '75 11= (Q.T 0 T M cr 0 2 0 0. C cn (D =120 (1) •- — E 0- 0 -6 UU) 46 - ca c: m c". Lo (n a) E Aw _N cn (D < 2 00 cc U) C c) - MT c 4- w = c� a) 0 42 so *: * 0) a) cn CU -0 CL 0 CL E 485 ("D cu ca a) 0 .......................... 0 _j CU c) c: CL a) a) :3 La) L o- s E L ca cu C CL CL m 0 3: (D CL ci� cu E (D 0 a 04 WM. ALAN KING ;4 cu �R LU LU ............ 49 zw a) z fii, I I a E '71 'a) 0 1q* CL a 4-a (M X tVn cy) w I p r% A- 0) CL -14 . (' C) b cu >% 1900 0 c "a cu IM, m a c cu (h U') cl) -6 T 0 0 M 0 0 0 C (n Q C CU 11 U) L) cu 0 a) a) 0 Q "Or- E m CU ca 0 C.) cn (n 0 CL rcna E cu C o L- Z 0 CU U L) —cn 0 CL cn co) cu as - m a) w co 4- co r- Lo (D 2 0 (1) �o — �o =2 -0 It Q ai cu LL ca m 0 -0-0 CA a) I= (1) a) r a) e. �: x 2 S-) z a U) C) u ea _j U C14 o 12) 2 4;R a) a -0 "a -0 = M 0 M CD uj V) , - 0 U) c: 2 0 CM cn x cn a M " m co z Q) Z 04 C14 cn (L CU U_ 0 -Fo - m 2� z -a m >1 a) x E ca 0 m 0 'r-: Y I- Lu 11 cu 1 0 ".: cu 0 0 E -6 E_ cn E 40- E US Q I L' E (i 'E d: 0 0. i5 E E cl) " Z co Cc (n -0 L_ " a 0 r- > (D W o(D -0 Ca bo E B gz""Mw�m 0 OR 1..' 0 d m cn 0,-, a ca C-) -0 2-18-0 a) ch 0� cc M Q a 0 0 - m C > c co M -0 0 :3 C)-= �o CL �0 " x 2 " "ffi (U Z < 0) co Uj ch - , , = I , m - C�: a) co 0 CL a) E Mn Lu E a) 's2' = c -0, C-) "t a) C = '-� (j) in 9 a) ME u Lu C:) U_ x :3 (D r- E mom a) O a) o x , 1 2 E co 2 2 :3 ElLu7mm m m - a) 0 a) cu w 0 'o a) co of Lo C) C) cc c: c 0 E 2 a 0 :E c 0 cn 0-4 co 0 x r- 0 E 0 'ft- c x c: c: 0 r- 2 a.- -0 o o I LL 0 0 Uj r- .0 0 z > (n ca .9 t m .2 a) c uj a z o m �5 E o 11, Em + (n -E (D c :3 -a- - = co o ca w 0 m E (n C6 U_ a m a "o - 0 VZ uj tm = —0 CL M >' = 'i W.La cn 3. CL r (n cu w o o = m - 0 0 13. M >% W LL z > > z _j (1) C14 5 X U") 0 > o Cu Q) '_') (o 0) 0 0) r 0 11 X L-0 Lf) 0 z 5 0) 2 = 2, CD x 0 Lo (D U) Ld L.L 0 ca 0 0) L;;; %w a >, (D x (L) vi 0) m 0 (D un Z — 0 Lu U U) x IS 0 '.0, U., -4 -A IF NLA (D m R — ca T- u 4- U) Co 00 x 1-' 0) U) 0) m 0 Lo 0) a) ;;t j5) a) U-) tu W LLJ Nan >' Lo U) m x M %,:,4 Z) IN 0) Er- z CL o 11 LU cu 0) CQ Lo c: Lo vi U-) w coIU CN Lo a) Lu Q.a) ku E 0) > (n 0 (n ca (D z LU C3 U) (n 2 to .9 0 cn (D a) cn CU (1) _j cn a) U') c: ca a"Lo cn _J cb q) LO > -0, Cn Lo M Q) (.D W CL U) CL 0) 'o 0 cl) cu cn o w Lu Q) (n 04- 'a LU cl) co up cn cn T cn -, (n L N _ Q� '.� _j 4� a) LQ) - (u C.) CL >' 11 o CC -0 a 0 ca -05 — - CD 4- 04- 04' z (n U) vi c: C 42 7a)- C 0 04- 'E 0 u) a) -E ca j- - M 0 (n 4- L_ r_ — cn cp (n a 4 -@ a •— c a) 0 U) CC cn m U) U Z) 0 U) 0 LU 0 uj cn a), z 0 (a 0 - a %j U Ca rj) 0 CU c CL 0 0 (n 0 0 0 ;e -- - -- m a r- '� 4- Q W W -S 0 LLJ a- 0 p — Do + E 4-1 cy)- t- 0 0 c c.s 0) CL -.0 � EL a. - 4- 0 cu 0 0 0 :E Q) z 0 u 0 oL CL 0 U) L_ 0 CL CL >s 0 0 a 0 — [L cr CL v D a- a. 0 uj U_ (n u) in m c: w 0 - CN Vj 0 0 () 0 0 22 D_ a. 10- 0 0 LLJ U iso. C) -lid; 0 0 0 W 4. x co 0 3; 0 LL =3 co — 0 (D [L C:) z a_ CL o o EL 4- (D 0- (L ,a- LU (L a) z O c: 0 C c) uj 0 Lo Lo 0 c).- 0 r T�7" 0 U) ca >' U-) (a Lo v (D Q C: 0 M 10 c0 0 cco E EnL a) "o C) L6 lX 0 w 0 cu C Q. c. 0 U. 8 Q) ca cU @ u) ca a) 0) < @ ca CM a) 0 cn 0) a) o V.) U) cu a)- z E 0 (D U) 4- > CU -1 0 3: w m �a ( 0 (D > m L0 < CL 0 z >-, 00 M @ a) 0 ca c 4- 0 (L) >1 a z 4- (1) c=V_ 4- cu 3: 41-_ a) cf) 0 0) -0- ca > N C M a) o 4- = of O z aSf@ > [2 @ N '�j m Lo co za a) 0 -E -D F_ a) - U a) c'- @ @ ca a 0 @ @ @ 4� C2'1 @ CELL w — — 0 4-- LU 0 @ N o @ 0) 't 0 @ a) U) (D. -A2 C) 12 m .2 N (Y- �e ce) Z 0) L) %QL4 Z co M co L-1 c'J co < -(D N V- JN m 0 c'! ca 0 a Z 4- < 4� - c) a) (U"o o 2 < 0. 0- W 7Q Ca E C/) 0 LL 0 a) 0 a as 0 m Ij M a o L.L cc o 0 Cc E ma 0 (D 0 4.5 + P- ,. .N a I"' + f^1 y` M�. �.. ._,.,'�:' a) cl) o o F_ 0 uj a LL U w (D 0 z 2 0 O(D 3�4L'V= 0- T_ �e T_' vc�q Z co 5; 0) 0 co 1 v- 0 r- M Lr) Z T 0 cr) T_ cf) T- _j T- F_ o OM 2 El U- L_ a. %'j -c:!4 "a D_ M cn= o a) co A- 0 C -0 (D �o a ca (n 2 a) m .......... U) W CU :3 A-- cz ami LU co a) I V11 ja I , 10 R" + < (n < < 0 < UU N Co cl� C6 .4 ui (6 1- co 0) 0CO O C) 0 0 :;N11 X189EL8 Z Z W 0 0 m < 11L �E Co B .9 LUiv r% 3 A IN (I It MiN 3 z a li DRAWN CT CHECKED ryo AK 0 2-18-10 SCALE 11L �E Co B .9 LUiv r% 3 A IN (I It MiN 3 z a li DRAWN CT CHECKED AK DATE 2-18-10 SCALE it = lof-off JOB NO. 10.017.11 SHEET OF ' -Su bmitals ` y O YCm c.) a °°°°°°........°°° • w 9 _ � _ WM. ALAN KING IS °°°°°°°°° Y o Q U o < g0 _°°°°°a°e1 goo C6 0)N —j �Q ®®�'� ` �p`w _ c Y ( m _ O ®�� °o o° G a� > - a) .� O a) W V Cn CL ip O a) (q t Q •° L Co .c 8 Cad, E .o a) r- c a) ma) RI' o -0 c ° o to 0 ca aa) � a) a)CL CU o .5 ° m U a (D CL a, rn Q 0 � 'C 'cn � ) o � ; � N c ,a ca o � ,c .a � Lu C '5 O N -CO E m: N C C -p 'C C '^ Ca CL a N >. CL C to CL T� ° Q. to a) c : •v ( i V / L ..Q U::. F; o-. RI a) O C O •O Z L __ (� S Oi E = L •0 - N°a) -0 � X� �� �((jc o c�Q. E ai c ca D(� (1) R�I R _ _i -OL w._U+-u o C oN aN) .OC .o z Ca L O N. U ° M=I—LiCi) - n CD �Ca 4)'L�.-Q L- -To Ca) QCO O OL caa) N >�L R:;m .nbo O �° EN ocn C -0 0 . U U Cl)•So_v _ ._ V Q N M o Q. a) O `) E Rf ~ RI � cu ,U O a). a) C o 9 a) L to = Q. N ^ O 9+ RI 'a .Q a) .0 RI ,uI Co .L O � to -! O O' ,Q rn fC4 > ° uI a) `r N C C ca -p M = ° v' — ci' �E �o �2J 00 o a -aa= Ey N � oc � �� - .- ° o� L E Cl) (p �3 "m3cns mac_ vI + m o to O O N +_� "� '-' �+ C N •` O o N r✓ O ca _ O .., C ++ O..L r.. N C (a 'C Z E E� u) a) C •L O { } C) O n _ a) L C Cu ,p O a s fa N 5,0 •O "a — _ d' () RI C Rf C RI m ° RI a) ca c oo n °Mto— � oa CV C)s v ' CL Cu oca-o Cc@ _ E�N4Q. O Cn a pa) CE Op � RI :3N 0I It 00 O O O O r N M d � O j � E —� O p QOn ._ C _ O ca F-- � ° U U i U 'C O 1 Z 3J O L N � , U I c 4- o c � � _ U ca •a ILD + I e ¢ Y o a� L oa T- RI o v o _ T -i r •— 4< 1. U s lmW m, se - . o — 1 CL t , x U 'O >, L.L �II m + _ se °' U vOi 00. '-'- w Q .�.. c . .._ QO �, o U w yam. _„ 3 Z a� _ w — 5uj +L-) I, p l . ; — L p <n J e cCn ujCO > � � �� o •v c w _ ;_� b a� ,+ U m : _ - �•.W ii \ I I , ..0 ... _ CV � ' i C a — ._._ _ �� AC V vv U¢ c U o ° < a ° .0 v) 3 v � a) to u_ -- ` c ' .Q w W m V O .,., m L p Y � ° y ° L w W� w ¢ v a N Q� o U -- �G C7 U O m u_ c O cLa a; o x + - o UQ x w 0 z a ca a — ; U Q w zpo m — C) t m r .0 Q N ,.. -0 4• a� a�CL>,. _ C.:. O O to ._ ,.. t V J _ RI / - rn 74 O 3 1 .. , /carr., ?.rfte , , r Co ✓. „ / ./ f �.a r ... . , .. . , ,.x - DRAWN ,., .,: >. rri , ., �. ,/ /� � ; . , , , , r , ` .. .;- �, � ,:. , �_. , , .. �.. Stexlin Mo s J r. '^ CHECKED V1 v ' mN ✓ �� _ L mU � o.6 � ooIR~• r,�,• aj DscAAr E 1 o-1 March 1G,2009E O o CIO, -1011 oo>, o;6' a WED F R JOB NO. _ ��o ' SHEET -a �O� COMPLIANIC CL 'O !10= C N 0. N JUN 2 9 2009 . , LUL % Ai ION DEVEL ENT SERVI ES z ' PLAT FILE Dq streets pe Requirements _ Length Canopy Trees Canopy - Additional. :. Trees Sheetscape Point Required" Provided .. Req. ** William D Fitch Parkway Frontage ` . 116 5 600 Total Additional Streetsca a Points 600 . * Two rano trees may be. substituted for each one canopy tree * *SYn etscape points are induded with the computations forlandsc:aping points, and aie scattered throughout the development 1. mc. vm�u� rv.v ..�.. �... �.. ......_ ..._. - - -. INVESTMENTS. LLC., 47,14.WIWAMS CREEK DRIVE; COLLEGE STATION, PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 * • �* �, TX 77845. CASTLE ROCK SUBDIVISION PHASE 1B: BLOCK-11. LOT 41 5. THE PROPERTY IS ZONED A-P. ADMINISTRATIVE PROFESSIONAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE ; *� ... TING FACILITIES. FOIi ANY DAMAGE GONE TOEMS ACILITIE CALL •�•��•••�•�••••�•• KENT M. LAZA 2. PROPOSED. BUILDING A IS 1 STORY, 26'-Ir HIGH, 4.200 SF AND 1- DO-D`G-TESS. ............0...... ...I ' I ' W-295.00. 2. ALL RADII AND DISTANCES ARE MEASURED .TO. THE BACK OF CURB . ; 6592�3p 3. THE STORMWATER RUNOFF. FROM. THIS DEVELOPMENT .WILL. BE UN OTHERWISE NOIID.IST�n; ••'•• DISCHARGED INTO THE GREENWAY AREA,AND THEN INTO THE 3. ALL S�TE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ••• j 100-YEAR. FLOODPLAIN OF A TRIBUTARY OF SPRING CREEK THE COLLEGE STATION 2005 STANDARD SPECIFICATIONS FOR WATER & ' DETENTION POND FOR THIS SITE IS AT THE CROWLEY TRAC : AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS iZ1l�` 4. DRAINAGE INFORMATION AND DETAILS WALL BE PROVIDED ON THE FOR STREET; do DRAINAGE THE SEAL APPEARIN ON THIS GRADING AND DRAINAGE DESIGN .PLANS._ 4. LL UTiUTY LINES (WAl17t, GAS, SANITARY SEWER, G.T;E., STORM DOCUMENT WAS AUTHORIZED BY KENT M. LAZA, P. E. 5: THE DEVELOPED AREA FOR PHASE .2 OF THIS PROJECT IS 0.99. SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 65923 ON DECEMBER 19, 200 . ACRES (43.039 SF).. INFpRMAlION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE 6. THE IRRIGATION SYSTEM MUST BE .APPROVED AND INSTALLED PRIOR • GROUND (FIELD EVIDENCE SHOWN POSITIONS MAY. NOT REPRESENT00 IU..C.O. AS-BUILT CONDITIONS Z 7. ALL PROPOSED SIDEWALKS ARE PRIVATE 5 C ICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN V) Oil THE �ELECTRICAL SITE PLAN.,V)C- S. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS E LANES AND V 11 BUILDING. : 6. PAVEMENT DEPTHS: a CONCRETE PAVEMENT IN FIR ASH UMPSTER AREA: AND 5" IN ALL OTHER LOCATIONS... Q � 9. CASTLE. ROCK SUBDIVISION PHASE 18 IS CONSIDERED A SINGLE m BUILDING PLOT. 77.. LAND, CAPING AND IRRIGATION DESIGN ,& ANALYSIS WILL BE Lil P VIDED ON THE LANDSCAPE do IRRIGAl10N. PIANS. m 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. ~ 8.. THE TYPICAL BACK OF CURB RADIUS IS 2.5' UNLESS NOTED. , , Z Z 0 W I. 11. THIS SUBDIVISION. IS LOCATED IN A-SEWER IMPACT FEE AREA O ERyH�, Ld 'S F- RENT 97-01 (SPRING CREEK). CURRENT IMPACT FEES IN THIS j�REA ARE - #98.39/LUE AND ARE DUE AT THE TIME OF BUILDING PERIAIT. 9. THE POGRAPHY SHOWN IS FROM FIELD SURVEY DATA. U W _j j 10 THE BEARING 1. SYSTEM SHOWN HEREON IS REFERRED TO THE cn 0 n CL „1... TEXAS�S BATE PLANE COORDINATE KIn AC �SYST oLAMBERT OWTHE GROUND.' 83 ■I&ilr\i1� SITE SPECIFIC NOTES I. THE OWNER AND DEVELOPER OF THE PROPERTY IS HIGHWAY 40 C&P INVESTMENTS, LLC., 4714 WILLIAMS CREEK DRIVE, .COLLEGE STATION, > VOL. 8479/PG. 49 Comet BLOCK 11, LOT 4 & 5 0.99 ACRES MAR 2320S LAT & SETBACK DETAIL GENERAL NOTES;1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING N �IIIII�� S •�. � EET 1X 77845. CASTLE ROCK SUBDIVISION PHASE I% BLOCK 11, ;LOT 4 & S. THE PROPERLY IS ZONED A -P, ADMINISIRATI`lE PUBLIC DRAINAGE �t'�i UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA. WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 �WZ) ��•• %* W i'ROFESSIONAL+ (WIDTH VARIES) N To S HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE N87011'04"E '� * •S* N F PROPOSED BUILDING A IS 1 STORY, 26'-0' HIGH. 4,200 -SF AND FF=295.00. En 25 AC( SS FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG=TESS. ••••......... .. KENT M ..... iT 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE N - 2 ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE ♦ ................... 65923 •••� •• , .; DISCHARGED INTO THE GREENWAY AREA AND THEN INTO THE 5 00 NOTED. ♦ r,c•�'lSTEF,��� ;' 100 -YEAR FLOODPLAIN OF A TRIBUTARY OF SPRING CREEK. THE DETENTION POND FOR THIS SITE IS AT THE CROWLEY TRACT. .3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2005 STANDARD SPECIFICATIONS FOR WATER C • ••"•••"••��• L 28. I 0 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED DN, THE PD. 1,84 ' I & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS�� FOR STREETSdo DRAINAGE. III 31�0� I46 GRADING AND DRAINAGE DESIGN PLANS °) m IW I� / THE SEAL APP G ON THIS i 5. THE DEVELOPED AREA FOR PHASE 2 OF THIS PROJECT IS 0.99 I 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E:, STORM DOCUMENT WAS A RIZED BY ACRES (43.039 SF): 0 T SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD KENT M. LAZA, P. E. TBACK INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS %65923 ON DECEMB 19. 2008. II 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE TO C.O. GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT 00 (7.5 S85046'14"W - CD AS -BUILT CONDITIONS. Z xNT ti 00 O ~ 7. ALL PROPOSED SIDEWALKS ARE PRIVATE 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN o F- Y N 0 C7 m Cu X z LL +_, 8. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS O CO) a, ON THE ELECTRICAL SITE PLAN. O= C3 od :Q 0 Cr, ♦ Q) LL CIO- tC BUILDING.En ;. 6. PAVEMENT DEPTHS: 6 CONCRETE PAVEMENT IN FIRE LANES AND w . � U U W Z O N t3i,ti 9. CASTLE ROCK SUBDIVISION PHASE 18 IS CONMDERED A SINGLE cu W A- o c4 TRASH DUMPSTER AREA, AND 5 IN ALL OTHER LOCATIONS. (n :2 •- Co v N X 0) BUILDING PLOT. �0 < O _7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE m 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED,. PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. IT. THIS SUBDIVISION IS LOCATED IN A SEWER< 1kiPACT;FEE AREA 8. THE TYPICAL BACK OF CURB RADIUS IS 25' UNLESS NOTED m W Q 97-01 (SPRING CREEK). CURRENT IMPACT.FEES IN THIS AREA:ARE OTHERWISE. Li! Z Z p $98.39/LUE AND ARE DUE AT THE TIME OF" BUILDING PERMIT -'' J U 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA Q Q (n p W J 10. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE . EXISTING - (n 0 p !L _287 --City o Cotte a Station NAD -83 TEXAS STATE. PLANE COORDINATE SYSTEM LAMBERT . --- J ROCK RIPRAP \.. / / •.i� ;''PROJECTION, CENTRAL ZONE AND AS MONUMENTED I OUTLET STRUCTURE, , ELECTRICAL NOTES. ON THE GROUND. "'- 0- I. DEVELOPER INSTALLS CONDUITS AS PER gTY:SPECS::AN /V.y/ M` ---..._.. _.. _-- D bESIGN 1T. SUBJECT PROP -A -P'. I • / � , . ; . PROPERTY IS CURRENTLY .ZONED PROPOSED ♦ 2 DEVELOPER PRO ...: i SED VIDES 30 OF RIGID ,CON ! :. 1: s . _........:. I OPEN SPACE '� ♦ #'4 ,-. ... Ulf T f(�RRISER POLES....:::...:.: , .. 12 BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH DEVELOPER INSTALLS FIRST THE TRASH ♦ ST 10 CITY INSTALL :. �1AINDER.CITY ♦ � OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE, � -- ♦ • ZONED R. > DUMPSTER --- --2 r ♦ • ` z EXISTING D SPRING CREEK 3. DEVELOPER POURS TRANSFORM - ^- / N DRAINAGE ♦ • ER PADS pTY.:SPECS,:AND...._. / �'"-'--.----.--_ '� � • ,: :: ..::.... :: 1 ;13. A PORTION OF THIS TRACT S c•-,., (13X27 EXISTING � � DESIGN: ;.,. 1 WITHIN A SPECIAL FLOOD HAZARD O �8ci \. EASEMENT TRIBUTARY A ♦ AREA ACCORDING TO THE FLOOD INSURANCE 3 ® • ....':..:.... ; . RANCE RATE MAP (F LR.M. , F- 0 Q�OCESS • _.._ .. ) Z COL. 8479 PG. 49 - / • COMMUNITY PANEL NO. 48041CO 205C U ./ / • 4. DEVELOPER. INSTALLS PULL BOXES AS PER. CITY': SPECS AND ,DESIGN: EFFECITVE DATE JULY. 1992. SEMENT �����n1• e - (PULL BOXES PROVIDED BY CITY) ' : - (n O p 0) - G. 49 - 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL ~ - Q �. BE SCREENED FROM Z i- f M VIEW OR ISOLATED SO AS NOT TO BE VISIBLE - n- 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000_VERSION::OF"P T W (n I LA FROM - _ v . _ _ _ ANY PUBLIC RIGHT-OF-WAY WAY OR RESIDENTIAL 12 1 8 __.._._ EN11AL DISTRICT WITHIN :. r AND , _ { OR SITE PLAN. � POSED 6 .� .._ _ � / Z EXISTING _ -.. _ ,, .. _..-� ._. _ _----•---.�..�. _ 'rr 150 of U -. _ r+r BACK INE _ _� -- _ THE SUBJECT LOT, MEASURED FROM A POI _ _ _ _ . _ - _ _ NT 5 FEET ABOVE - - - _ - _ W 6© - - A- _ GRADE. E. SUCH SREENING SHALL B C �fI rv�t N -� • E COORDINATED - -- -- -- ' NAIED 25 ACC SS e�C'r="I�i" 7.6 _.. - - _ __ __ _ WITH THE BUILDING 6. "DEVELOPER "PRO D .... .... E ,_ ..-- _ _ _ _. VI ES LOAD T DATA FOR PRO,lEs .� W U _ L c t c_ O (n _ r ... _. .i'� , � _.,.-.. _� _- :_..-_.: ., ARCrIlTECTUh' : � �.... FENCE : .-----FIRE. _ : F_ AND ..CA.... TO MANTAIA_A UNIFIED _ _ _ �_ , . ,,,,; _ _ _ NIFlE7 PJ'PEAR4kf,E. _ ._ _ _- _ _ PER EFFECT- -~ RE �. , ! EASEMENT Imo- �'1S11�A FIRM c3 l- - ._:_._ 7: DEVELOPER PR , < � VNO-- PROVIDES TEMPORARY. BLANKET:EASEMENT;:FOR ..: .. `a VOL , 8479 PGr 49 _ 15 PROPOSED SIGNS SHALL B E PERMITTED SEPARATELY IN ✓Z CONSTRUCTION PURPOSES. Z O 0 EN I �� ACCORDANCE WITH LIDO. O W GATES �` � I I B. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC::INFRASIRUCIURE:. O O tZ p - �- / . • I 25 AS INSTALLED FOR ELECTRIC LINES (INCLUDIN0..s EET LIGHTING). W-• p�]►►y� ccc • V11C A I I IRRIGATION NOTEc. mr y xlstln g E g . EXISTIN 1. IRRIGATION SYSTEM MUST BE PROTECTED BY.EITHER 'A , PRESSURE VACUUM BREAKER OR REDUCED.,pRE54RE:.: `, ..... PRINCIPLE BACK FLOW DEVICE AND INSTALLED:'" S again /,/ • - � IDE L uw u.� ----TRIBE / .A..PER : _ --rte CITY ORDINANCE 2394. t} . - .. �'rt�t.. ���5 YN,f+- r , h_'ts P'- {t"�. 1 S -.Zl� c _{ i ..:. X .. ..✓ _ II• • - "ix .k ._*J��.:.....�L: ..fir, .i �.>.f,". , JS N _J .i+'. Yu -r S T. - EXI .:- $ - etl. _ . _ . wt .. :. ALL 2. B � 5 , x r_ , rs• _ � ., ACKFLO i ES MUST � ,� �t r � W � r.5 .. ., ., _._, ,,, ..�.r, .: x t,. „ .,.. ..z. , � z :, INSTALLED AND -__._. T N �s .r III♦ 3'1 �. Yaa ! ""t�"t �.l `W .C -"i 4 I .T -.f ( .R � � � � � � ,r ��� �_ _. 7 :+sa x,....i.�, .�+� � ���h .;s�._,.,.rs. .t:r'� �: .. , m. .'.°-_„. a_.•- � `-�� `` TESTED UPON INSTALLATION AS P R r S 1 �. T r 4 '� �. 4 ti3 � - .2. K J G � it � ...- .__._. _ ER CITY c x _ - _--:�'., �.� -� ORDINANCE _ S 1I`- 2394. _ s . 18- S-1 .PROPOSED 5-18 -- _ S-18 /' UE ----- ----u \4\ --S-18 !� 5-18 S-18 ___---S-18 uE---� u / uE u / uE " "d uE u uE----E'-UE uE -�` W- - �` _ 5-18---------5`-18 UE UE 'JE / EXIS ING 1 1/2 - W -W- UE-----._`_ UE S UE � UE --UE U� .-L WATER. SE-i�Y10E-- EXISTING ry��..Q�-; �- OPUSED- / W- WER SERVIGE . �jFH i - -' --- ` PROP . SERVIC-E-LI . g / 24 - . EXISTfNGN - - �EXTING0. -� P.U. BY EPARATE f' POS a SEWER ERVICE r -I • PROPOSED 6'" P ' FIRE HYDRANT EXISTING IN TRUM dIUAfiE ETER I / 10' P.U.E. U} EXISTING 20' P.U.E. EXISTi lg' jypl m I �- FOR TURE I L. 8479/PG. 49 TI in EXISTING 8 18" SEWER LINE VOL.4328/PG.164 ELE ICAL a SED -a/4a " / { a BUILDING ®2"!0 r - WATERLINE C UIT I / iG ON ETR (L �' c go SLOPE ? ;t PROPOSED a R2.5' , ELECTRICAL z TRANSFORMER R� RMER 3 CJ Oo 7.5 SIDE `i•� i >�.' _., .::.. ,;- r SETBACK LINE I t PROPOSED 6" PVC 2g0 SEWER SERVICE &F�� •'�� 2% SLOPE R. O.W.VARIES;(410+) PROP ED % 420 62.965 ACRES /Pv wA SCK LIE E PROPOSED :,6 SIDEWALK. I h,. r f i SN• RAMP.. I fIG ! ( / I ri 5 SIDEWALKPROPOSE 5' f 15 P.U.E I ( I E C-TR(C VOL. 8479 PG. 49. i r' / I f METER I 500 250 0 500 HIGHWAY 40 C&P STMENTS .' SCALE IN FEET EET ADA -/ ZONE . A -P _ .- ACCESSIBLE WILLIAM D. FIT /j 20 10 0 2p CH PARKVVA`� I ! LOT. -T' ROUTE -'-" I DETAIL - 1 r I SCALE IN FEET VICINITY MAP a. 45 I. / T rim T 1' I T f'\ n I I 4 md, O)ffORD C(1 l J ICT LOT I I-Nrr y 4 6' T JE CT z W U) - - - _ Co m Z ui . Z Wo � to Hig' way 40 William D Fitch Parkway V L ] o CASTI GATE o� _ I'- SUBDI ISION Q� a O Q m t� W W n U) O � � W U LIANCE N, O 0 W CO . J �''ANTI E•- i! OT TO SCALE O Q II: CASTLE ROCK U 3 DIVISION - PHASE: INNEVIEW D FOR > VOL. 8479/PG. 49 Comet BLOCK 11, LOT 4 & 5 0.99 ACRES MAR 2320S LAT & SETBACK DETAIL N � EET PUBLIC DRAINAGE �t'�i �WZ) EASEMENT COLLEGE W T ►rjE (WIDTH VARIES) N To S N87011'04"E 3•lo•a O (n N N En 25 AC( SS A_-- EASEME iT Ltd. DRIVE N - _- - 8' REAR 30' ACCESS 77 2033 HaryMitchell P 45 �' Parkway South TX 77840 / SETBACK EASEMENT 5 00 -LINE •-- -- -- DO VOL 28. I 0 10' P.U.E. � 7.5' SIDE SETBACK PD. 1,84 ' I o LINE y ti p c I I46 . °) m IW I� 15' PI.E. i 'N I LOT 4 IN LOTS m I I 23,559 SF oIN 19,480 SF FS NUN. FF = 29 IS 5 T 0 T 7.5' SIDE r TBACK LINE I 0 QO II 30 ACCESS EASEMENT 25' FRONT 25' ACCESS SETBACK LII EASEMENT 00 (7.5 S85046'14"W -'-" I DETAIL - 1 r I SCALE IN FEET VICINITY MAP a. 45 I. / T rim T 1' I T f'\ n I I 4 md, O)ffORD C(1 l J ICT LOT I I-Nrr y 4 6' T JE CT z W U) - - - _ Co m Z ui . Z Wo � to Hig' way 40 William D Fitch Parkway V L ] o CASTI GATE o� _ I'- SUBDI ISION Q� a O Q m t� W W n U) O � � W U LIANCE N, O 0 W CO . J �''ANTI E•- i! OT TO SCALE O Q II: CASTLE ROCK U 3 DIVISION - PHASE: INNEVIEW D FOR > VOL. 8479/PG. 49 Comet BLOCK 11, LOT 4 & 5 0.99 ACRES MAR 2320S I A N � EET 543 WILLIAM D. FITCH PARKWAY (�( j��� �t'�i �WZ) COLLEGE W T ►rjE W 3•lo•a O (n N N En ENGINEER; INVESTMENTS, L.L.C. Civil Development, CR EEK Ltd. DRIVE N Ir T 77 2033 HaryMitchell P 45 �' Parkway South TX 77840 5 00 00 DO 00 0 Wre) °' °) C3 N 0 T N T r 0 QO �- 00 ti ~ CD UJ .; xNT ti O ~ o F- Y N 0 C7 m Cu X z LL +_, O CO) a, Co C3 od :Q 0 Cr, ♦ Q) LL CIO- tC ;. w . � U d� W Z O N t3i,ti cu W A- o c4 U r� Co v N X 0) �0 O -'-" I DETAIL - 1 r I SCALE IN FEET VICINITY MAP a. 45 I. / T rim T 1' I T f'\ n I I 4 md, O)ffORD C(1 l J ICT LOT I I-Nrr y 4 6' T JE CT z W U) - - - _ Co m Z ui . Z Wo � to Hig' way 40 William D Fitch Parkway V L ] o CASTI GATE o� _ I'- SUBDI ISION Q� a O Q m t� W W n U) O � � W U LIANCE N, O 0 W CO . J �''ANTI E•- i! OT TO SCALE O Q II: CASTLE ROCK U 3 DIVISION - PHASE: INNEVIEW D FOR (ff15 111i dig Or) Tin VOL. 8479/PG. 49 Comet BLOCK 11, LOT 4 & 5 0.99 ACRES MAR 2320S I A N � EET 543 WILLIAM D. FITCH PARKWAY (�( j��� �t'�i COLLEGE STATION, BRAZOS COUNTY, TE AS DEVELOF'ME T ►rjE OCTOBER, 2008 PLAT FILED. 3•lo•a ✓ELOPER: C�&P ENGINEER; INVESTMENTS, L.L.C. Civil Development, CR EEK Ltd. DRIVE T 77 2033 HaryMitchell P 45 �' Parkway South TX 77840 5 ( ; Wel (979) 764-7743 (ff15 111i dig Or) Tin |} w&m%.� | l..., : fit jM � > IA Z�l