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HomeMy WebLinkAboutDrawingscp + j Y nQ \ Ay r \ NF o fv VV l Y 1 / \ V % t2U1 , `� PROP 15 �t �'�Cid` ✓ �, �� Cn f + WATER LINE / + PROP PUBLIC FIRE / HYDRANT ` \ �' PROP FDC N ;c OV C–INLET % \ 0 RIM=311.91`--- 18"SE=307.91 )i --''c�'\e33 \ \ �L✓, \ 'j%�. COLLEGE ? '\� \\ \ s ^ \ STATION o�IXJIAL r ST A pR \\. Ot EEK s PROJECT Ali? °' 3 �o \`\ �e� 6' LOCATION F X30 e�>> T'S3�30� +309 2 yP� SITE ,77 \ 'J77,y y TM L41ST III -. ✓ \ \ \\ �/ I. ,t" TEXAS ZO O Y 2O \ INTERNATIONAL SPEEDWAY 'j 31 0 8 FERRY ='1-3'0 VICINITY MAP r EXISTING UNDERGROUND TFLEPHON N. T. S. E ~'\ s CONTRACTOR TO USE CARE DURING 3 0 \ \ CONSTRUCAON. \ �1• + + 9 FLOODPLAIN INFORMATION: THIS TRACT LIES IN ZONE "X", DESIGNATED AS "AREAS OUTSIDE THE 0.2 ANNUAL CHANCE FLOODPLAIN", AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM fi \ FOR BRAZOS COUNTY, TEXAS, COMMUNITY N0. 30 SW=307.06 / p' \ �FcJ �` ° A ��, 480083, MAP NUMBER 48041 C0325E, LATEST AVAILABLE PUBLISHED {�&Y f r ,Aavi05 \ \ REVISION DATED MAY 16, 2012 \ , —�- • .ter 0 BENCHMARK NOTE: 218 S.F.�' > \�3 \ 3 ISLAND ti r <76. \ 09 -17 PROJECT i0 > \ .S � � \� T BENCHMARK: \ TOP OF "FISH" ON DON'T POLLUTE PLAQUE ON FIRST C -INLET WEST IOF SH r� Ao \ s oy r 309 6 ALONG SOUTH CURB LINE OF DRIVEWAY IN 70 -FOO \+CGL ~ ELEVATION = 312.04' T ACCESS EASEMENT. ,� �- � ��� / � ♦ � �'ji// i, '`.rQ�' r ° 099 0 of � ;� \\,� \ \ TBM-1 �, 3� Q + , \ \ \ A COTTON SPINDLE FOUND IN CONCRETE AT THE INTERSECTION OF ` r p° �Q) ; \\ \ ARRINGTON ROAD AND SH 40. / \ ✓ // i � 4 �. C–INLET ii �' t f — � ti \, � � � RIM=312.09 �� 5�� \ \ % �-; '�: \ . ELEVATION 305.03' \� % 5 o ,.o \ �2� \ \ lb TBM-4 C -INLET /� '` 18 NW=308.39 •yo; o ,�`l o r °� r i �' \. \� z ` 5' or 20.3 S.F.�U \ \ 3 A 60D NAIL FOUND IN A POWER LINE RIGHT-OF-WAY � ,/ WAY ALONG THE NORTHERLY RIM=312.93 f`�' O �\�. �` ISLAND _ •oo- �'' o`�' / '�`� . ` 53 \ LINE OF OLD ARRINGTON ROAD. 30"NE=306.38 , '' /►� ` , 0 �1 "Glc,. \ �ti`� i �° \ '° ~ ~ _ > G (�► \, 5 r iso. o ELEVATION 311.44 36"SE=306.13 7 7 1208 �, G� ^ \' / 3 \ + `� �� . PROPOSED LEGAL DESCRIPTIO Al f \ ' . 5 py " Te\ 3 3, \ \ ALL OF LOT 2A -R1 IN BLOCK 2 OF THE F + A + dJ ,Q \ 08 \ c0,\ FINAL REPEAT OF CAPROCK o�L / r °ti { l„ \ CROSSING LOTS 1A -R1 AND 2A -R1, BEING A MINOR REPLAT OF CAPROCK NF " ! �!� \ / Z� FIRE LANE /S ALL WEATHER `i' I 0 / N1 r �? , \3�J CROSSING LOT 1A -R AND 2A -R, BLOCK 2, ACCORDING TO THE PLAT Gi?� +��?•� / ACCESSIBLE AND /S °n; \ \ \ '9 • \ THEREOF RECORDED IN VOLUME 11898, PAGE 30-31, OF THE OFFICIAL o VCAPABLE OF SUPPORTING \ uoa \ f ,� ?,� r \ .-\ RECORDS OF BRAZOS COUNTY, TEXAS. 75 W /R Ff•//r`/F / °ac /n -I- SERVICE DEMAND MIN. GPD MAX. GPD AVG. GPD ` t S L. 3�' t� '� \ %� � �� � � 'may._ , .:' \ t :i i ' � i:. � '�� •�' ' l / ` ice. \ i t� \ h \ ;+; ••., . \. ' `j WATER USAGE300 450 375 I _� WASTEWATER USAGE 300 450 375 c I \ L``' G' "-, g o`flo '` , > `�''-;;�' . �• • •o f ,o f � C%'`\ t ,,, �� �:�C,� 1 U i.. ;j ���'/� \ \\ .� C� /ij.� \' I }- � tet- \ \ -F' . ° • / E` I O ` \\ 5 \ • � ,fir \ `; v ., v�` `�'-iG•� /a, \ \\` j II � ' �� � '\ \ ,p • �` `, k 1 � U. < \ _ �' j I 'u, '�� Oyu ,\\ \ \ �1u? \ � � 1 SPACE PER 250 SF "M" OCCUPANCY & ( 2.035 S.F. } RECYCLE TIRE ROOMC0- F ! \ 1 SPACE PER 200 SF NS–lm OCCUPANCY(4,968 S.F.) is \/ \ \ t t L r�� \ I i- \ t j r , \ f 1 �4�o REQUIRED PARKING COUNT 34 SPACES �� \�� ` e>" �,' \ \ ! \ \ \ / �\ Q` �,� PROPOSED EXTERIOR PARKING COUNT 36 SPACES ��� c3 , ;/ \ I \ �� \y \ \ P / \ f tj �\� PROPOSED PARKING WITHIN BAYS 6 SPACES PROPOSED TOTAL PARKING COUNT 42 SPACES GG ' G� G�� STORM JUNCTION BOX . \ I \ I 20 �'til= UE \ t\\ f / SITE SU MY '^ RIM \ I 4' – - V "!' 003, i' 35, BCDIR f 36 NW=304.54 C& v �,; ✓,. \ - V 11 X05, P Sea, 3C,;(c\ {`"1- f _. ZONINGCLASSIFICATION: GENE C 40 FEET 36 S= 304.29 I 0 1 \ r 1 -7 "` RAL OMMERC 1 AL \ v I V 11522, J , E3 t Li r� �\ I / FRONT BLDG SETBACK \ 24' N=304.39 � 1 _yo \ ' f \ TOTAL ACREAGE �),\' ` , \ } \ \ = 1.41 AC. G� + /rte- (SITE LOCATED WITHIN GREENS PRAR I E OVERLAY) �!!,ml Q \ I \ / DPT. DETAILS f%ERTTi t:CD 1 0 I P 1 � ,,REQUIRED OWNER: W i..._a, Cl` v -: rj c c)uj In CD c) <� \ +1 DISCOUNT TIRE COMPANY INC. D 1�,\�; \ 20225 N. SCOTTSDALE ROAD C' ` +3' SCOTTSDALE, AZ 85255 +4! TEL: (480) 606-5931 ~FAX• (480) 606 437 0Y �; , ;\j t� c c'1 7�t S'S NOT REQUIRED SITE NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE WISE NOTED. ALL RADII SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RETURN RADII SHALL BE 3', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS SHOWN ON THIS SHEET ARE PARALLEL OR PERPENDICULAR TO ALL PROPERTY LINES. 4. THE PROPOSED BUILDING WILL BE SPRINKLED. 5. 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 AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 7. THIS PROPERTY IS WITHIN THE ALUM CREEK SANITARY SEWER IMPACT FEE AREA. THIS FEE IS BASED ON THE DOMESTIC WATER METER SIZE AND WILL BE DUE WITH THE BUILDING PERMIT. 8. SITE & PARKING LOT `LIGHTING TO MATCH DEVELOPER SPECIFICATIONS, REF.: CAPROCK DESIGN GUIDELINES. 9. BUILDING MOUNTED EXTERIOR LIGHTING TO BE SHIELDED FROM VIEW ON GREENS PRAIRE ROAD, PER CITY OF COLLEGE STATION AND DEVELOPER SPECS. "WALL PACKS". 10. THIS LOT IS CONSIDERED A BUILDING PLOT FOR THE PURPOSES OF SIGNAGE AND NRA. Qu"IMP'LIANLO"O'"E JUN 1 Y 2014 -4 z �} ELOOM�. i ' K * .,/ FILM <. /. EVIN K POLASE ILS� # ....96632... ' x- -,7 \_� /ONAL���- ONO anning e o , i ~THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KEVIN POLASEK, P.E. 96632'I ON JUNE 4, 2014 I SUBMITTAL DATE: JUNE 4. 2014 I' © BUILDING SHIFT & PARKING LAYOUT REVISED 03/24/14 KBP REV.NO. DESCRIPTION DATE APP. DISCOUNT TI T-" TXH 10252);; CROSSING I I CO •i I EIN'SlOi 'AL CONTROL PLAN (p:� E0:3 ❑ 14.4.5 N. LOOP ST SUITE 4.50 [� '' HOUSTON, TEXAS'77008. I ASSOCIATES. INC. 713-993-0333 CONSULTING ENGINEERS TBPE Registration No.: F-003832 SII DRAWN BY: DAB SCALE: 1" = 20' CONTRACT: 1 CHECKED BY: KBP DATE: JUNE 2014 PROJECT No. 0280-1303 (FILE NAME: C3-DIM.DWG PLOT SCALE: 1:1 SHEET C3 OF 13 -� S3 1\ \\,o r �a ' �?s } 3 \ q COLLEGE STATION 37,0 c�.aw�T 5 6 W t� 0 P� 9 ^v �1 o cry 371� ^�° '—v �e \ �i stir PROJECT Q% r °�' w .� �' s7,7 3 \ �e� LOCATION \ o G QJ ItrG' C° \ 3� NF ^ti 37> Qt PkQd��i, '5, 0 l78, 82r \ 3,, �,( /.fes ��P SITE r Te \30> 37 _ ti +309 ��' G O^}` /t>o �j �j,9 SOUTH MIST Te`37 7 INTERNATIONAL� _ Ay^ -} 20 Q 20 _ �i \ SPEEDWAY 0 AD, 190 \ + G / •3S + 3,0 v'Jo 01) MMER FERRY 7 ^7 O4- 4\ vQ / "° 0 ?66 ^�' ms o� y0 N °` r +,09 Q \ \ 3 5�' \ P tc,� V O / �^ PROP 15' P \ 0• 1� _ �o vF►�` c¢° �o� t + pc?, \ ti �\ T \ Pie .9S wa °Gl' X1,0 Qom% O\ �P ���� a� Qi PROP 8" PUBLIC3rd S \ \ Qq / „��, ��' WA>�R L/NE A + , y�' VICINITY MAP PROP PUBLIC F/RE \ 372 N.T.S. HYDRANT CAUTION• �3ro EX/STING UNDERGROUND TELEPHONE PROP FDC. N r'- '� r 9 COVTRACTOR 72 USE CARE DURINGINFORMATION:+ CCWSTRUCTICW.. "X", » I) o THIS TRACT LIES IN ZONE DESIGNATED AS AREAS OUTSIDE THE 0.2 % / Q ' ,' \� , \ RS ANNUAL CHANCE FLOODPLAIN", AS PER THE NATIONAL FLOOD INSUANCE C -INLET NF `��'' �' 9' \ \ ^ �r PB PROGRAM FIRM FOR BRAZOS COUNTY, TEXAS, COMMUNITY NO. °� �'7 S �� \ 480083, MAP NUMBER 48041 C0325E, LATEST AVAILABLE PUBLIS�IED BRIM=311.91 �� ' ti \ \ \ ���ScJ Lj Q \ A SS \ REVISION DATED MAY 16, 2012 18 SE=307.91 / ® c, r �, o 30"SW=307.06 / - 0 \ \ Q�9' Q�� IAti 83 \ BENCHMARK NOTE !, 218 S.F. 20 �\ �0' r <78'\ Tei, ��6> >> PROJECT BENCHMARK: ISLAND �., \ \ 0 \ X308 .S TOP OF "FISH" ON DON'T POLLUTE PLAQUE ON FIRST C -INLET WEST OF SH 18 \ 6 ALONG SOUTH CURB LINE OF DRIVEWAY IN 70 -FOOT ACCESS EASEMENT. °� Q — _ $ \ ' . 2�{� T6 09 �5 o� ° ^3o99R ELEVATION = 312.04' `L' ro - cP \ V \ 3 L ^ `L r O �' ° \ TBM-1: cc�`� �s °�+�,^� ^� j t A --_ Op 1 `�j'' 99 0 �^ A COTTON SPINDLE FOUND IN CONCRETE AT THE INTERSECTION OF o 0, + $ �A) ARRINGTON ROAD AND SH 40. © r �Qg �� o� ELEVATION = 305.03' TBM C -INLET f �� \ ^ 2> 09 BRIM=312.09 ,y� 5 �" .90 w r Pc�Q� //V 2v A 60D NAIL FOUND IN A POWER LINE RIGHT-OF-WAY ALONG THE NORTHERLY ® Te LINE OF OLD ARRINGTON ROAD. i 18 NW=308.39 $. 203 SF. \ o \ 9 \ 3 , C -INLET i J� �� PCl ISLAND _ o. 1 AUF ^� r ^moo ��^�^o °0 00 \ ELEVATION = 311.44' RIM_ 312.93 G�1ti• o oo ��'O o ^� 2 s0 +!0 9s PROPOSED LEGAL DESCRIPTION 30"NE=306.38 G► ; 36 5E=306.13 9 \ 1208 '`� \ r ^ Te <�8•. / �� �n 5 �0 ALL OF LOT 2A -R1 IN BLOCK 2 OF THE FINAL REPLAT OF CAPROCK - �G 6 • $ a o Q0 2O\ 5� �p9 9> 30 Q� CROSSING LOTS 1A -R1 AND 2A -R1, BEING A MINOR REPLAT OF C PROCK �1 n \ , Q 8 S + � ao + � �� A �\ � 0 F �' r '3� 309 F \' CROSSING LOT 1 A -R AND 2A -R, BLOCK 2, ACCORDING TO THE PLAT a �, 0' / 9 THEREOF RECORDED IN VOLUME 11898, PAGE 30-31, OF THE OFFICIAL �/ Z� ETRE LANE /S ALL HEATHER m o \ �, \ \ 3 RECORDS OF BRAZOS COUNTY, TEXAS. N F .�' + m ACCESSIBLE AND /S o \ 5�' p�G G� CAPABLE OF SUPPORTING o000 / t' g + \ CAUTION.• G / 9 75, 000 LB VFH/CLE \ \ t \ EXISTING OVERHEAD ELECTRICAL. 1008 (SEE SHEET C13 FOR � • \� 'a � ADD/TIONAL DETA/LS � Q � •`CDN7RACTOR TO USE CARE DURING � \ J h• { \ COWSTRUCAON. A\, n 04 O 0`96,5 c'O 0 �o I 0z { k• :. :.:` ' '• �'' t \G� cV w 70 \ ;.�; '•� :.:!• ..: :.. •',• / + SERVICE DEMAND MIN. GPD MAX. GPD AVG. GPD WATER USAGE 300 450 375 WASTEWATER USAGE 300 450 375 SITE NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS i* OTHERWISE NOTED. ALL RADII SHOWN ARE TO FACE OF j. KEVIN POLASEK X w CURB UNLESS OTHERWISE NOTED. j ro 0� \ ,0 2 ,0 09 cn >o •� •• � ' •C•; .: ..� :. � •:' $ - � � 96632 \ dC \ O� F` �L { ° ( co �' NF\ .. �t .' / ,o tHALL BE °\ 2P¢�-P Q}C, L Q \ \ \' SFS co \ . ? ' ; yQ 'oo I GF / ¢�5 2 TYPICA L ON RETURN PLAN it UN ESS OTHERWISE MOWED �III� SSS �E NS G O P� P 1, G > \ '� F o > d o \ , : • r� t P PARKING NG SUMr1ARY \� O� O L > > r' \ O { o �o .. D ( 3. ALL DIMENSIONS SHOWN ON THIS SHEET ARE PARALLEL Q � L �j js 00� � O• \ .p � r� �„� 9� `\ \ A • •� •: ' �� •� � ` '•• t G� / ¢ �' \� \ 00 ay' t w w OR PERPENDICULAR TO ALL PROPERTY LINES. THE SEAL APPEARING ON THIS y vp !k 1 a F iL \ �Q 1 {+ \ �; , . ry © / 1 SPACE PER 250 SF M OCCUPANCY & (2.035 S.F.) DOCUMENT WAS AUTHORIZED BY rn �� �� �' F y \ \ \ / O RECYCLE TIRE ROOM ,y�� KEVIN POLASEK, P.E. 96632 ' ° �9 S \ {N,'\ �/ " / Q1�' Y -t 4. THE PROPOSED BUILDING WILL BE SPRINKLED. ,o o N F :; () w\ \ � + ON MARCH 24, 2014 o j0 j �p�C7Q �0 g�h ��' 1 SPACE PER 200 SF "S-1" OCCUPANCY (4,968 S.F.) 5. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR SUBMITTAL DATE: MARCH 24, 2014 < 00� � p� , �� cjQ 2 \ \ { s �o �� \ �2�� \ \ t t �O/ ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC OJ¢ O,A (0' \ �1 NF �Q \ D \ / REQU I RED PARKING COUNT 34 SPACES RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' G� F PS \�G ¢ ° D< \ I + \ ��s �'' \ / / QJQ,`b PROPOSED EXTERIOR PARKING COUNT 36 SPACES OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE U` �¢ S \��� \ \ \ /, \ \ �/ ryI ^�`6 PROPOSED PARKING WITHIN BAYS 6 SPACES FEET ABOVE GRADE. SUCH SCREENING SHALL BE O �/� PROPOSED TOTAL PARKING COUNT 42 SPACES COORDINATED WITH THE BUILDING ARCHITECTURE AND cQ ��O\ 2� NG \ \ ® \°�°, { \ SCALE TO MAINTAIN A UNIFIED APPEARANCE. �� NF / t SITE SUMMARY 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE © BUILDING SHIFT & PARKING LAYOUT REVISED 03/24/14 KBP o OGS G¢O 2 STORM JUNCTION BOX \ 20' PUE \ \ / STANDARDS OF SECTION 7.11 OF THE UNIFIED REV.NO. DESCRIPTION DATE APP. U PSL G'� BOG RIM=309.39 { ( / DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL V 11003 P 35 BCR �� � � { V 11505 P 96,BOOR\ / ZON 1 NG CLASSIFICATION: GENERAL COMMERCIAL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO O �Pf GPP P�¢P 3 36 S=304.29 { 1) { g { V 11522 P 01 BCDR \�J / FRONT BLDG SETBACK: 40 FEET FIXTURE SHALL DIRECTLY PROJECT LIGHT DISCOUNT TIRE(DT-TXH10252) 24"N=304.39 J �Q \ , \ / TOTAL ACREAGE = 1 .41 AC. MANNEHORIZOR THAT THETURES WILL BE MOUNTED IN SUCH PROJECTED CONE OF LIGHT DOES A CA 0 + \ { \ \ NOT CROSS ANY PROPERTY LINE. 1. CAPROCKCROSSING TRANSFORMER PAD TO BE (SITE LOCATED WITHIN GREENS PRAR I E OVERLAY) CONSTRUCTED PER CITY 7. THIS PROPERTY IS WITHIN THE ALUM CREEK SANITARY rn N ��O m { o {W l \ \ \ \ / \ OF COLLEGE STAAON SEWER IMPACT FEE AREA. THIS FEE IS BASED ON THE z C4/ UNIAES DEPT. DETAILS DOMESTIC WATER METER SIZE AND WILL BE DUE 'WITH DIMENSIONAL CONTROL PLAN J � {� ( \ \ \ \ ` %/ AND SPECS. THE BUILDING PERMIT. { < 8. SITE & PARKING LOT LIGHTING TO MATCH DEVELOPER 03 .0 o { { \ \ OWNER: , • ,• , �� SPECIFICATIONS, REF.: CAPROCK DESIGN GUIDELINES. Q HIED3 _ wN { { \ 9. BUILDING MOUNTED EXTERIOR LIGHTING TO BE SHIELDED 0uh1445 N. LOOP WEST SUITE 450 v { { ` S \\ FROM VIEW ON GREENS PRAIRE ROAD, PER CITY OF ou HOUSTON, TEXAS 77008 Qom- 4fr Q A O. DISCOUNT TIRE COMPANY INC. COLLEGE STATION AND DEVELOPER SPECS. "WALL 713-993-0333 \ ASSOCIATES, INC > w m m m m ��L °G \ 20225 N. SCOTTSDALE ROAD PACKS'. CONSULTING ENGINEERS TBPE Registration No.: F-003832 N 0 LOLd o ,���q�F` %, \\ SCOTTSDALE, AZ 85255 10. THIS LOT IS CONSIDERED A BUILDING PLOT FOR THE c9 OPURPOSES OF SIGNAGE AND NRA. DRAWN BY: DAB SCALE: 1" = 20' CONTRACT: 1 o z a a d \"'ems \ TEL: (480) 606-5931 iriN `�o\VSs \ FAX: (480) 606-4370 m a a o In CHECKED BY: KBP DATE: OCTOBER 2013 PROJECT No. 0280-1303 U f rAIX FILE NAME: C3 -DIM. DWG PLOT SCALE: 1:1 SHEET C3 OF 13 A5