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MOREAU FAME 01H57i11E7V15r LID. LOT 9, BLOY.7'! 1 ROQY PRAaE NEST BUSINESS LiruzQp1/E7Vr - 24 AQWS / , y{ W c�'0 \ / ,g" W _ FIRF \ \ 8.0' _ 44.7'i r -� - - - - - o �. ! 1 \ \ \1.0 64.5' \ 6" :�'V AFI \ 6 ;� PROPOSED FIRE 13.5 - HYDRANT .'•'', . :-: :x.{'16 - RE I 2,000 SF OPEN :: •::= : . . 9 ' VOL. 6 P . 66 \ l I 01 l :: F`i:.: COVERED STORAGE •::•:•:.;: ..:.:.: 2 0 P 7 VOL 4 6 , 6 I I I t I I N W \I W a W .J I I N I 2 N V 1 J ::-..:.:.:.:. m IVE a •-L . DR 1 TY .=:::�• . � .0 I 1 -PRpPOSM36$F. SLE , 0 v� ( �OU1 O QR •SP�AY' 3 6 TNGSIGN' : .R . In NI AREP r - I i 'FAAA�S'�IN • I ' AfAaEAU 1Sr p� 11 S I \ I P1q.4dP1E .NEST . , - ' LOr 1 1 R rn y��` 4. 0 r• 1 BtisrNe�s• I w �� 1 1 W W N i `lf 20.0 I "1 N N w Q N a 1 N r 1 If ' r a ^� 1 V / :o•• .. 12 000 • ': • •POS ED PRO A c� / O I U CC pc• 1 REHOUSE ' c' ' / I / SF WA I IBUILDING / \ I i I s FFE 3 2 , 4 2 .5 _ I l n cq o Ri 1 i �+ �Y I N s ! • I. 5.5. \ � O 7 1 00 L6 I :• ::I::'......'.:......:::' : co \ Ii . E XlS77NG @�:4 29.0 DRIVE' :':: a AISLE2A255 SF a Z I ^ G VJ y I r J c 1 V L �, r' : ONE STORY Go ' \� �� yl !� .:.: I : . : . 1 44.2' RIE .. \ BUILD/NG ro / : r.•...::.....• .= :.• :: - ' : ' �"•�.� ' • L: FFE IAISLE I=' � 325.26.. I tillp. 1 O.T o, :=:':': :`:= :: 11.0' J ti N A ( 11 I - Q) � I 18.0'�k�324 R?9323 01 0 I ( I ` I \ I � • • •• _ � �, S (_ I , 4 SPA, 2 ADA SPA @ 9 2�ORAL rr �s � ��--�•� \ \ - _ AND 18 AISLE = 73.0 .off -o \� �'-1 ( l; �. 15 183.1 �-- - EE EE 322 � ;-w DE E -0E- 1. LU 3 .�321 - - �, - - - - - - - - -- -- . - • �t i -- - ----- K y , ..:•,-- N. GRAHAM RO. - _ V (A,! P4Ai T PA VFMENTj SITE PLAN NOTES: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. ! 5. 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 j NOT CROSS ANY PROPERTY LINE. 6. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. 7. ALL PROPOSED SIGNAGE SHALL BE PERMITTED SEPARATELY AS REQUIRED BY THE COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE 8. THE DUMPSTER LOCATED ON THE ADJACENT SITE (BRAZOS VALLEY FLOOR & DESIGN) WILL BE UTILIZED FOR SOLID WASTE DISPOSAL. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER. FROM THE PROJECT SITE. SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, 10. DURING CONSTRUCTION, THE CONTRACTOR TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 11. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 12. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 13. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 14. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 16. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 17. 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 18. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. i 19. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC i LINES. 22. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY i COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. 24. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 25. wATER SERVICE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT (SUD). 26. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 27. SANITARY SEWER SERVICE PROVIDED BY ON-SITE SEWAGE FACILITY (OSSF) TO BE DESIGNED AND INSTALLED BY OTHERS. I 28. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 29. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. 30. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 31. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 32. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 33. THE SITE IS LOCATED IN STEEPLE CHASE -WELLBORN IMPACT FEE AREA. 34. TIE-IN TO TAKE PLACE ON ONLY TUESDAY AND THURSDAY BETWEEN THE HOURS OF 9AM-3PM AND WILL REQUIRE A 1 WEEK ADVANCE NOTICE. H 0 30 60 90 SCALE: 1"=30' �x��, { L N i IS Billyy jOi--N ^ ra. z , r r u n '• t�a mar., -� � �,. p.c�, t4 �`' 1x. � i.. ';� •'d 9. -. � � -1"' � �� } G kr.. .• b�. � filer O t g i 4i i. H x, 1: r s r F b �Y: y S. d .a s.. 72' q 5 � ff s � Je s s s ,p a � O 1 / 1 ' 3\' 5 . ..^Ir 1., }c^• t r ty ^N Y t , A 4� z A r y r f � f f i t 9 J h W 4 I i S q fi t F n > t P L :a k , � I 4 1. } \ 3>V (min) 15" 36" 10, 36* " 6' 6 I� ti •ti BIKE RACK DETAILS SITE PLAN BUILDING #s FIRE DESIGN Constr. Type t Bid. Size SF l �� No. Stories Sprinkled WN) No. FHs (Locations) 1 Required Flow I CAP BUILDING DATA SUMMARY EXISTING USE: RETAIL STORE I I I HEIGHT (FT) TYPE - 23'-3" 11-B zk I I 48041CO31OF REVISED APRIL 2, 2014 (Not located in 100 year floodplain or floodway) to BNI 'zl. CEPAR QaMr ll 011 UC : TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 39 SPACES (37 STANDARD, 2 ADA) I laerrvma, r souu Roos a P^"._ c • C.- TRACT .36T. 4 CRA WORD } Wod/as H" 3 a M L m (XV 7.366 AQP£S 51 ` F 2 N V 1 J ::-..:.:.:.:. m IVE a •-L . DR 1 TY .=:::�• . � .0 I 1 -PRpPOSM36$F. SLE , 0 v� ( �OU1 O QR •SP�AY' 3 6 TNGSIGN' : .R . In NI AREP r - I i 'FAAA�S'�IN • I ' AfAaEAU 1Sr p� 11 S I \ I P1q.4dP1E .NEST . , - ' LOr 1 1 R rn y��` 4. 0 r• 1 BtisrNe�s• I w �� 1 1 W W N i `lf 20.0 I "1 N N w Q N a 1 N r 1 If ' r a ^� 1 V / :o•• .. 12 000 • ': • •POS ED PRO A c� / O I U CC pc• 1 REHOUSE ' c' ' / I / SF WA I IBUILDING / \ I i I s FFE 3 2 , 4 2 .5 _ I l n cq o Ri 1 i �+ �Y I N s ! • I. 5.5. \ � O 7 1 00 L6 I :• ::I::'......'.:......:::' : co \ Ii . E XlS77NG @�:4 29.0 DRIVE' :':: a AISLE2A255 SF a Z I ^ G VJ y I r J c 1 V L �, r' : ONE STORY Go ' \� �� yl !� .:.: I : . : . 1 44.2' RIE .. \ BUILD/NG ro / : r.•...::.....• .= :.• :: - ' : ' �"•�.� ' • L: FFE IAISLE I=' � 325.26.. I tillp. 1 O.T o, :=:':': :`:= :: 11.0' J ti N A ( 11 I - Q) � I 18.0'�k�324 R?9323 01 0 I ( I ` I \ I � • • •• _ � �, S (_ I , 4 SPA, 2 ADA SPA @ 9 2�ORAL rr �s � ��--�•� \ \ - _ AND 18 AISLE = 73.0 .off -o \� �'-1 ( l; �. 15 183.1 �-- - EE EE 322 � ;-w DE E -0E- 1. LU 3 .�321 - - �, - - - - - - - - -- -- . - • �t i -- - ----- K y , ..:•,-- N. GRAHAM RO. - _ V (A,! P4Ai T PA VFMENTj SITE PLAN NOTES: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. ! 5. 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 j NOT CROSS ANY PROPERTY LINE. 6. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. 7. ALL PROPOSED SIGNAGE SHALL BE PERMITTED SEPARATELY AS REQUIRED BY THE COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE 8. THE DUMPSTER LOCATED ON THE ADJACENT SITE (BRAZOS VALLEY FLOOR & DESIGN) WILL BE UTILIZED FOR SOLID WASTE DISPOSAL. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER. FROM THE PROJECT SITE. SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, 10. DURING CONSTRUCTION, THE CONTRACTOR TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 11. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 12. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 13. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 14. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 16. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 17. 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 18. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. i 19. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC i LINES. 22. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY i COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. 24. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 25. wATER SERVICE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT (SUD). 26. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 27. SANITARY SEWER SERVICE PROVIDED BY ON-SITE SEWAGE FACILITY (OSSF) TO BE DESIGNED AND INSTALLED BY OTHERS. I 28. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 29. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. 30. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 31. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 32. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 33. THE SITE IS LOCATED IN STEEPLE CHASE -WELLBORN IMPACT FEE AREA. 34. TIE-IN TO TAKE PLACE ON ONLY TUESDAY AND THURSDAY BETWEEN THE HOURS OF 9AM-3PM AND WILL REQUIRE A 1 WEEK ADVANCE NOTICE. H 0 30 60 90 SCALE: 1"=30' �x��, { L N i IS Billyy jOi--N ^ ra. z , r r u n '• t�a mar., -� � �,. p.c�, t4 �`' 1x. � i.. ';� •'d 9. -. � � -1"' � �� } G kr.. .• b�. � filer O t g i 4i i. H x, 1: r s r F b �Y: y S. d .a s.. 72' q 5 � ff s � Je s s s ,p a � O 1 / 1 ' 3\' 5 . ..^Ir 1., }c^• t r ty ^N Y t , A 4� z A r y r f � f f i t 9 J h W 4 I i S q fi t F n > t P L :a k , � I 4 1. } \ 3>V (min) 15" 36" 10, 36* " 6' 6 I� ti •ti BIKE RACK DETAILS SITE PLAN BUILDING #s FIRE DESIGN Constr. Type t Bid. Size SF l �� No. Stories Sprinkled WN) No. FHs (Locations) 1 Required Flow I CAP BUILDING DATA SUMMARY EXISTING USE: RETAIL STORE PROPOSED USE: WAREHOUSE/ OFFICE/ RETAIL STORE NO. OF STORIES: 1 PROPOSED TOTAL SF BUILDING: 112,000 HEIGHT (FT) TYPE - 23'-3" 11-B BUILDING SPRINKLER 2,500 FIRM MAP NO: 48041CO31OF REVISED APRIL 2, 2014 (Not located in 100 year floodplain or floodway) to BNI 'zl. PARKING TABULATION PARKING REQUIREMENT: WAREHOUSE: 111000 SF, RETAIL: 1/350 SF, OFFICE 1/350 SF TOTAL SFREQUIREIV)ENT 12,000 SFWAREHOUSE, 6,935 SFRETAIL, 2,255 OFFICE TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 39 SPACES (37 STANDARD, 2 ADA) UTILITY DEMANDS Maximum Waterl Average Water 9.92 GPM 2.48 GPM (Peak Flow =Avg. Daily Flow'' 4) Max. Seater Load 14.280 GPD (Based on 16 hour day usage) Fire Flow Requirement 2,500 (Based on Fire Code Tables B105.1 & 1 C105.1) LOCATION MAP NTS REVIEWED FOS OIUIPL LANCE C 9 1 OCT � 20 5 COLLEGE S 1 A T I01N DEVELOPMENT SERVICES,'' PLAT FILED: SITE PLAN LOT 10, BLOCK PARK 12900 OLD WELLBORN ROAD COLLEGE STATION, TEXAS - 2.38 ACRES LOT 10, BLOCK 1, ROCK PRAIRIEWEST CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 BUSINESS PARK TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ZONING: ENGINEERING IF CONFLICTS OCCUR. MMMMMMMMMMMMMMM PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND: PROPOSED BUILDING PROPOSED OUTDOOR DISPLAY & ADDITIONAL PAVEMENT BETWEEN BUILDINGS, REF. C3.0 FOR FULL PAVEMENT THICKNESS DELINIATION PROPERTY LINE - - ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRELANE (RED CURB WITH 4" WHITE LETTERS: "FIRELANE NO PARKING TOW -AWAY ZONE") - - 340--- EXISTING MAJOR CONTOURS - - 341- - - EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS W EXISTING WATER LINE - PROPOSED WATER LINE ♦FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING 1 PROPOSED WATER VALVE ® PROPOSED WATER METER PROPOSED FIRE DEPT. CONNECTION FDC OSSF SEPTIC SYSTEM AND DRIP IRRIGATION DISPOSAL AREA, REF. SEPTIC DESIGN FOR DETAIL OWNER: CHUCK MOREAU MOREAU FAMILY INVESTMENTS, LTD. - 1834 HARRIS DRIVE COLLEGE STATION, TX 77845 (979) 218-8835 CHUCK@BVCARPETOUTLET.COM II C1;10 r'! P )�3+ f; �j�",� Na u 00 ! 20�� PREPARED BY: tiu > P._' ays tra u' 6i EN C. -i"! N E E I N G h�P�E OF T f�qJ` *= ....................... MELISSA P. THOMAS ,0 98398 SSS/nu Ns 6��'\ iA, �Q OCTI,OBER 9, 2015 GE PROJECT #: 11-0355 essner ■ ■ Engineering 2501 Ashford Drive, Suite 102 College Station, Texas' ;7784C P.O. Box 10763, 77842-;'0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineerin,g.corr Firm Registration Number: F-7451 ��� -� e}t ► ^fR '' a West Roge to BNI 'zl. Rte, . Ceder LA A- 1'�e pp The i oaAMooA laerrvma, r souu Roos a P^"._ c • C.- } Wod/as H" 3 a M V+'bY H"tft ': 51 ` F W^ Rnd Gax G. man RJEC POT : C.Ye osAn�rsl ACRS °=tst, Cmzsaq - #tee ` LOCATION� _ LOU� A�j �• ? �„gD A081k E.IY . AgW AMS Esufes �j RBvs*L�WAf1 ., �'. ' Gfeat Q a PD $Wth.m ABY 'NaHa®sno v , o>ks Ph 1 Hoh Hda r ji 1 Eoehrtaz 1. art.ns G 06 Pleelacon o> S at. < Bah Pana Realty SDmaMo.h �k IV..- I©. Opm;n RaW e� NeeCnsm Trac. ® - y 5'• Shenve.e H." WP -Ron x I/ Jb.d T�zl y n 0. a 3 we,trnmater C -"o Y..Cow n PmutionAr 1 4 C.zo.ga' .nom" . e i Shioh - ,E :est 6 FanR^o9. ry N.nh .t T-yb.ny ?>3 r %t yR4r r� S'w.Sp a . Sweew.K Fm LOCATION MAP NTS REVIEWED FOS OIUIPL LANCE C 9 1 OCT � 20 5 COLLEGE S 1 A T I01N DEVELOPMENT SERVICES,'' PLAT FILED: SITE PLAN LOT 10, BLOCK PARK 12900 OLD WELLBORN ROAD COLLEGE STATION, TEXAS - 2.38 ACRES LOT 10, BLOCK 1, ROCK PRAIRIEWEST CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 BUSINESS PARK TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ZONING: ENGINEERING IF CONFLICTS OCCUR. MMMMMMMMMMMMMMM PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND: PROPOSED BUILDING PROPOSED OUTDOOR DISPLAY & ADDITIONAL PAVEMENT BETWEEN BUILDINGS, REF. C3.0 FOR FULL PAVEMENT THICKNESS DELINIATION PROPERTY LINE - - ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRELANE (RED CURB WITH 4" WHITE LETTERS: "FIRELANE NO PARKING TOW -AWAY ZONE") - - 340--- EXISTING MAJOR CONTOURS - - 341- - - EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS W EXISTING WATER LINE - PROPOSED WATER LINE ♦FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING 1 PROPOSED WATER VALVE ® PROPOSED WATER METER PROPOSED FIRE DEPT. CONNECTION FDC OSSF SEPTIC SYSTEM AND DRIP IRRIGATION DISPOSAL AREA, REF. SEPTIC DESIGN FOR DETAIL OWNER: CHUCK MOREAU MOREAU FAMILY INVESTMENTS, LTD. - 1834 HARRIS DRIVE COLLEGE STATION, TX 77845 (979) 218-8835 CHUCK@BVCARPETOUTLET.COM II C1;10 r'! P )�3+ f; �j�",� Na u 00 ! 20�� PREPARED BY: tiu > P._' ays tra u' 6i EN C. -i"! N E E I N G h�P�E OF T f�qJ` *= ....................... MELISSA P. THOMAS ,0 98398 SSS/nu Ns 6��'\ iA, �Q OCTI,OBER 9, 2015 GE PROJECT #: 11-0355 essner ■ ■ Engineering 2501 Ashford Drive, Suite 102 College Station, Texas' ;7784C P.O. Box 10763, 77842-;'0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineerin,g.corr Firm Registration Number: F-7451 ��� -� Pro't randscaping/Streetscaptng Buffer Sheet Date 03/06/2015 Scale i'=20' =323 322 a ire •• ��'► ME 328-- -- moi'' ..'•�xi.'� �d O� - • ".. `. . . : . : . : . ' : ' _- -- — — - • :•;. 2,000 SF OPEN : AW COVERED SCgC :. :... ; :' • ti C�2. 'PROPOSED 6,9 36 Sr W ( • '. . . . OUTDOOR ... :ISP . . AREA . • . O N W W - . . . IND . W W I :•':::: : / 57 Ib�OREAU 'FA MIL Y IN l/E TMENTS, 'L•TU. : LOT. ?0, BL. OClC >: ROCK PRAIRIE .WEST . n - N W I .... ...: BUSI :NESS• �El/L PMN r NJ. ® ; 2 38 A.CR S ' °a 0 32 ° s ; I CEDAR CREEK GROUP LL �� 07f( :' : PROPO ED 12,000WA EHOUSE SF .: :..:.. : : . . . . . _ . . . . . . . . TRACT 38.4 CRAWFORD oMETA BUILDING ' I .. ... ... .... ...FF=324.52'BURNETT (ICL) . 7366 A CRES � Total Pointl 11960 Sheet lacaping/Streetscaping PLANT SCHEDULE SYMB ISIZE INAMEANDTYPICtTY. JPTVALUE ITOTAL Date DECIDUOUS TREES Scale 1'=20' 1.25" CALIPER OR WHITE CRAPE GREATER (20 MYRTLE GALLON Lagerstromia x LJ CONTAINER) 'Natchez' 10 40 400 MYRTLE Lagerstromia x r EXISTING 'Natchez' 6 0 0 MYRTLE �aON I Lagerstromia x . EXISTING 2-4" DBH 'Natchez' 1 150 150 *BALD CYPRESS ti Taxodium EXISTING 4-8" DBH distichum 1 0 in ROW 0 EVERGREEN TREES 8 . ?, 1.25" CALIPER OR GREATER (20 GALLON BOTTLEBRUSH Callistemon x ^ ti CONTAINER) 'Candy Pink' 1 40 40 3.5" CLIPER OR e GREATER (45 LIVE OAK GALLON Quercus CONTAINER) virginiana 91 3001 2700 STREET TREES 3.5" CLIPER OR 0 GREATER (45 LIVE OAK GALLON Quercus CONTAINER) virginiana 17 3001 5100 0 LIVE OAK EXISTING (*ONE 4-8" Quercus DIAMETER) virginiana 1 4 300 2800 SHRUBS I kJ DWARF BURFORD 5 gal. HOLLY Ilex 54 10 540 NELLIE R. STEVENS HOLLY ��i/Jlfl0F 10 gal. Ilex x'Nellie R. Stevens' 21 10 20 �p s ..i 5 gal. WAX MYRTLE Morelia cerifera 13 10 130' • Double KNOCK ' EXIST/NG 2,255 SF ONE OUT Rosa x 5 gal. 'Radtko' 1 81 10 80'' Ground Cover BERMUDA . . . STORY BUILDING FFE 325.26 GRASS Cynodon 153,822 dactylon sf Total Pointl 11960 - space res - >i. r septic��� 1�Z����Z•1����;k��Z� ��Zr����• ��Z•1�����"��+fid: •��������Z!i�i���i.•l��i�l���� \` �' -- C-- ` __.._._.._... _._.__ _,+i� orf✓Y:F /_. n�n��I` .�s .i ;..'��; i;�k�i; _ _ C • ❑E — — ❑E E ❑E Nor- _. / ORN S. U. ----. _. �_. D t/ER/FYI JZ E AND LOCA 770N) N. GRAHAM-- (ASPHAL T PA i 0 1 2 3 4 feet SCALE NORTH No. Revision/Issue Date Firm Name and Address BRAZ❑S VALLEY LANDSCAPE INC. 722 Peach Creek Cut Off, College Station, TX 77845 (979) 690-9086 Project Name and Address BRAZOS VALLEY FLOOR AND DESIGN 12900 OLD WELLBORN COLLEGE STATI❑N, TEXAS Pro'ectnds Sheet lacaping/Streetscaping Buffer Date 03/06/2015 Scale 1'=20' LJ r �aON I . ti nspaceresereved ^ ti � for septic drip . I v Z I ' EXIST/NG 2,255 SF ONE N ^ ,: W . . . . . STORY BUILDING FFE 325.26 Z ' N • 0 . . . . . . . . . . . . . . . .`�'� • i nt __ . oa. o 325 - space res - >i. r septic��� 1�Z����Z•1����;k��Z� ��Zr����• ��Z•1�����"��+fid: •��������Z!i�i���i.•l��i�l���� \` �' -- C-- ` __.._._.._... _._.__ _,+i� orf✓Y:F /_. n�n��I` .�s .i ;..'��; i;�k�i; _ _ C • ❑E — — ❑E E ❑E Nor- _. / ORN S. U. ----. _. �_. D t/ER/FYI JZ E AND LOCA 770N) N. GRAHAM-- (ASPHAL T PA i 0 1 2 3 4 feet SCALE NORTH No. Revision/Issue Date Firm Name and Address BRAZ❑S VALLEY LANDSCAPE INC. 722 Peach Creek Cut Off, College Station, TX 77845 (979) 690-9086 Project Name and Address BRAZOS VALLEY FLOOR AND DESIGN 12900 OLD WELLBORN COLLEGE STATI❑N, TEXAS Pro'ectnds Sheet lacaping/Streetscaping Buffer Date 03/06/2015 Scale 1'=20' _ MOREAU FAM/LY/NVESWEN T5, LTD. _ / : // N l _ ,. _., c �, .,w �° • LOT 9, BLOCK 1 ROCK ARAIR/E WEST / <'. o.:'::'' e 3 vanes:- BUS/NESS DEbEZGPMENT /, . \ � � Hepnt: - o 2.4 ACRES Aetloon srE y t _ PR0,J �}Fq .►- \. � � ,� - - ,_ .._ Oakhurst ' ' _ - • " a- - Y - Kc� LOC/Q�TIOIV among a \ - w ,. - < Aterker araxn: .. - ?r. cm 5p,mQbmvc 400.42 x z /� - ,r Eaialei Aggierlvas ttalvs: " 1 ? _-..- � t,._:.' ). 7.5 BLDG SETBACK 'cam,'. .: G.111_ 5_t. ti.. odend ollj I s CakS Ph 1 .. . - F.dehwrsS 6, e. FWttat'on H HA C � _ battens P Hhls. I PROPOSED FIRE tiµ SF��g / HYDRANT - \. V `s V- ,tJ-- _ tT .\ Renha Sh.nendnah 44.7 - r- 24 n M R, fiOmR 0R0 Grvnti _ � } o � � � I Eatnn ., 1 \ N _--• „-� L �1 � � � : i Shervevd Imre - .. �• �- � I _� /- � 6 _...Heights :. '\ - _ - .V "'_• - - ) - , _ - r a,.a .,. � r > r 1.0 WIbv Ria, 'nN \ r Tw' nnxest c Q° oo � N ,e9dFw 1 ,. a ,� 0 ' :6": 1, .• W FIRE 30 60 90 " 13.5'1 Q. Weslndr3fnr r MvaCcw' Bate ' � W.7 Dam SCALE: 1"=30' r I D O Bruen fi Q- :..:..:..:... RE - L . .,...,... �.., 2,000 SF OPEN ..,... �,..,: FI - ... voO . 6 P 66 a COVERED STORAGE ,....... rn - P o- _ i 2 0 U ' rn: /y/e - , \ 1= Fm.ab>d9a o-� I yn R7d`e 'cFl bast 18. TY4 VOL. 4 66 P 6 :2 100 - 5•xean+mhr 4` I 3 - / rme-t .,......,. y 1 . . . 1 •.•.'.'� '. <.,. ,..,..,,.•.............. ..:. - 2 . DRIVE - _ _I 0 _ _ LOCATION �1ilAP .•:::::.::::•::•::.::•�::....::..:.::.....:.::..::.::.::.::.,.:.;.. ' . ' : 'PROPOSED• ,9�5 SF. • , • - -� • . • QUTQOOR D SPLAY N I �n...•.:....,..,,.:..:.,.,.:........:..:.....:.................... .:.ISTING NTS CIO �r AR `- r ir" • t. r- N r .MOREAU FAM/L�' •/N ENTS LT7J. M Td/ Qj � . . ........... • . ... .. , ... • . , ... , .. LOT. 10 BL9C� 1 R PRA/R/E .W£ST . 1 R4:0 -• I w /i ...........................•.. ...•...•...•... .BLsiNESSL?E dPMENr � 1,38 AC S N N W i20.0'a. t N Q � I I 0 I M, CEDAR CREEK GROUP LLC � N co / � .....,.....•..• PROPOSED 12,000 ...:......... . TRACT 384'CRA WFORD . . . . . . . . ?�� fir. � ::.:..:. �.. SF WAREHOUSE .:...:.;:.::.�:.. , • . r. ,, . BURNETT (/CL) �. m .:. -:..:. r., .: . .. . .:....... 7 36 ACRES ...,.•,.•... METALBUILDING .............� . .. . t _., �• FFE - 324.52 ' 2 \ 0 I p n ti I I 0 I r I a •si.0 . ti CV 1 I I: .i n 2 � x- - I. a o � � :: �::'.:::'::':. •:. •::. •: • •:�:'.::'•:• X5.5. ' e l I Q N I y I l I sm=•. { EX/ST/NG Z 29.0 DRIVE 00 x _ Q AISLE 2,255 SF � n. �.•.•................. v7 �I 35 15 1 : ONE STORY n- \ M _N � k ►t -SII l ::::. :::::.;::::::::::':::::..\ BUILD/NG a I _ � 44.2 bRl E ... rn � � p _ •�. _ I-�-`- Ip N AISLE .. �) 1 i 1 1 ..... C I .........:...... .. .. %, Flo fl ::::::.:............ ..1 ...... .�: .... . Z- •o, :..:.::..:':..:..:..:'�..:....,..:.....:..::.::.::.::..:..:..:.. • ' ' • : • . • : •.•.�.•.. . ..........:•: _. �' '� �+ ice, �- "�: :::.':..:::::::.:.:.:.':..:.:.:.:.:.:• :..::.:...... A , - 146 I i ` �-I o :.:.:�:.:.:.:.......:...... ► SITE PLAN �� \ co N CC^ nu ■ N e'7 \ GI 1.0, N FO i■ 1' J N- { I 18.0 �? I { ( > 323 324 OYCLE ( I Z �' S ORAGE i I LOT 10,BLOCK 1 7 A' 4 SPA, 2 ADA SPA @ 9 , ` 2Q � � � I { ( _ \ AND 18' AISLE - 73.0') p { I { �-I \� 2-4 _ ' { _o SCK PRAIRIEBUSINESS 4 �� 15, BLOG.jHACfK { - L_ 183.1' 5-,Fil .,t 4. , _ �, 3 DE 322- -mow W _ DE -�-- ❑E aE_ _ -- ❑E -�_ _ � >3M BIKE RACK DETAILS PARK e ,� Jwa� ® o silo �. �� _ - -- _ ❑ E - --' ;J - �� - - 321- - r- t i J r •,;l ��� L S'fl V� -v S445f 37"W ✓399.33'/ - - - 4? dd - {/ t-_ - - - i 1 C \ 11 Z b'�rr'�r`�-i= sr'i7�' . , ". ,^ �. � � � t tit v - - - - ` 321 / ;._ :, , � ._-_ _._. -� _ _ _ - - 12900 OLS WELLBORN ROAD N. /GRAHAM RD. COLLEGE STATiON, TEXAS (A*S AL T PA WMENT) / -'321- o _ / 2038 ACRES rn CAUTIOLOT 0N: CONTACT THE TEXAS EXCAVATION , BLOCK 1 9 ROCK PRAIRIE WEST C SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 BUSINESS PARK TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNERZONING: ENGINEERING IF CONFLICTS OCCUR: \/1 PLANNED DEVELOPMENT DISTRICT D® L SITE PLAN NOTES:. 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES - 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT. ON SITE ATALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 5. 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. 6. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. 7. ALL PROPOSED SIGNAGE SHALL BE PERMITTED SEPARATELY AS REQUIRED BY THE COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE - 8. THE DUMPSTER LOCATED ON THE ADJACENT SITE (BRAZOS VALLEY FLOOR & DESIGN) WILL BE UTILIZED FOR SOLID WASTE DISPOSAL. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 10, DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 11. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. - 12. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS;AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 13. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, A' --CESS, OR OTHER OPERATIONAL REQUIREMENTS. 14. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 16. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS: 17. 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 18, 100% COVERAGE. OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING, CONSTRUCTION. 19. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED THE CONTRACTOR SHALL REPAIR E AIR OR REPLACE THE UTILITY OR SERVICE. LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL.: MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE: 21. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. 22. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS 24. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 25. wATER SERVICE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT (SUD). 26. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 27. SANITARY SEWER SERVICE PROVIDED BY ON-SITE SEWAGE FACILITY (OSSF) TO BE DESIGNED AND INSTALLED BY OTHERS. 28. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 29. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. 30 METERS TO BE INA VAULT AND TOUCHE -R AD. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 31. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID, ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 32. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 33. THE SITE IS LOCATED IN STEEPLE CHASE -WELLBORN IMPACT FEE AREA. 34 TIE -1N TO TAKE PLACE ON ONLY TUESDAY AND THURSDAY BETWEEN THE HOURS OF 9AM 3PM AN W LL - BUILDING DATA SUMMARY EXISTING USE: RETAIL STORE PROPOSED USE: WAREHOUSE/ OFFICE/ RETAIL STORE NO. OF STORIES: 1 PROPOSED BUILDING: TOTAL SF HEIGHT (FT) TYPE 12,000 23'-3" it -B BUILDING SPRINKLER FIRM MAP NO: 48041C0310F REVISED APRIL 2, 2014 (Not located in 100 year floodplain or floodway) PARKING TABULATION O PARKING REQUIREMENT: WAREHOUSE: 1/1000 SF, RETAIL: 1/350 SF, OFFICE 1/350 SF TOTAL SFREQUIREMENT.• ' 12,000 SFWAREHOUSE, 6,935 SF RETAIL, 2,255 OFRCE TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 39 SPACES (37 STANDARD, 2 ADA) UTILITY DEMANDS Maximum Water Average Water _ 9.92 GPM 2.48 GPM (Peak Flow =Avg. Daily Flow* 4) Max. SevwerLoad 14,280 GPD (Based on 16 hour dayusage) Fire Flow Requirement I 2,500 (Based on Fire Code Tables 6105:1 & C105.1) OWNER: CHUCK MOREAU MOREAU FAMILY INVESTMENTS, LTD, 'I 1834 HARRIS DRIVE COLLEGE STATION, TX 77845 (979) 218-8835 L{ CHUCK@BVCARPETOUTLET.COM Ii I I �j PREPARED BY: 11 IiiiiiiiM Ili j 1 i j ��tE OFWW 1" fiff-M - .All El ......... ...... MELT THOMAS :.. i; ... . ............ • 9 98 2501 Ashford Drive; Suite 102 • ENSEO.•�� s IONAL EAG College Stations Texas 77840+ P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 Fax IaVAI WVVW. @SSCleren ineerin .COm I 9 9 9 YA:7 2 015 Firm Registration Number. • - D I REQUIRE A 1 WEEK ADVANCE NOTICE. GE PROJECT #: 11-0355. F-7451 ' CEDAR CREEK GROUP LLC TRA Cr 38.4 CRA HFORD BURNE7T (XL) 7.366 ACRES zo 7,'0(_q 322 MOREAU FA MIL Y /NPES TMEN7S, L TD.f`` ( I LOr 9, BLOCK 1 ROCK PRA/RIE HEST BUS/NESS DiminpMENr 2.4 ACRES (AIBP ALT PA t2cMENTj 323- i 1 328 611 ` RE PROPOSED FIRE HYDRANT .0, l/ ' � v V '32S 'II SITE PLAN NOTES: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 5. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. THE DUMPSTER LOCATED ON THE ADJACENT SITE (BRAZOS VALLEY FLOOR & DESIGN) WILL BE UTILIZED FOR SOLID WASTE DISPOSAL. 7. THE CONTRACTOR- RACTOR SHA„� RESPONSIBLE �SPONSIBLE FOR -T -HE CONTAINMENT AND PROPER DISPOSAL -OF ALL LIQUID AND, SOLID WASTE ASSOCIATED WITH THIS PROJECT. -THE CONTRACTOR --- v_ SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE: 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 9. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 10. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 11. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 12. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 14. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 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 AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 16. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 17. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. 20. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. 21. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. 22. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 23. WATER SERVICE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT (SUD). 24 ALL WATER LINES TO BE CL 235 DR 14 PVC MEETING AWWA C-900 OR C-909 STANDARDS 25. SANITARY SEWER SERVICE PROVIDED BY ON-SITE SEWAGE FACILITY (OSSF) TO BE DESIGNED AND INSTALLED BY OTHERS. 26. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 27. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. 28. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 29. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 30. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. it 0 30 60 90 SCALE: 1"=30' 6°' 9 each end t } edz,, grli�*'t t s A1te' $a� rt 1 r]Fa RIM fi'f j Nh.rMI- Ftix i z"•-yt ,r• 1 iE�` AR l�f7�f tl� i a) r s} A A, k € fiy E '. x�. 1 �`v 'Yj„�+F us d �5 a Nal a�s��?f i �kkT f.& 7#irr r t� T �Y air" is 30° (n in) 15" (� n 177r k 24"$ 5-f- Mo t i FGj 10RWIl147r-MSCALE BIKE RACK DETAILS BUILDING DATA SUMMARY EXISTING USE: RETAIL STORE PROPOSED USE: RETAIL STORE NO. OF STORIES: lit) a Z 1 Aqz- J° -4 FIRM MAP NO: 48041C031OE, REVISED MAY 16, 2012 (Not located in 100 year floodplain or floodway) PARKING TABULATION PARKING REQUIREMENT: WAREHOUSE: 1/1000 SF, RETAIL: 1/350 SF, OFFICE 1/250 SF TOTAL SF REQUIREMENT. 15,000 SF WAREHOUSE, 6,935 SF RETAIL, 2,255 OFFICE` - TOTAL PARKING REQUIRED: 44 SPACES TOTAL PARKING PROVIDED: 44 SPACES (42 STANDARD, 2 ADA) r, y , } IThe Y, A, 1 I tt-1 SITE PLAN NOTES: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 5. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. THE DUMPSTER LOCATED ON THE ADJACENT SITE (BRAZOS VALLEY FLOOR & DESIGN) WILL BE UTILIZED FOR SOLID WASTE DISPOSAL. 7. THE CONTRACTOR- RACTOR SHA„� RESPONSIBLE �SPONSIBLE FOR -T -HE CONTAINMENT AND PROPER DISPOSAL -OF ALL LIQUID AND, SOLID WASTE ASSOCIATED WITH THIS PROJECT. -THE CONTRACTOR --- v_ SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE: 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 9. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 10. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 11. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 12. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 14. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 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 AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 16. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 17. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. 20. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. 21. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. 22. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION. 23. WATER SERVICE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT (SUD). 24 ALL WATER LINES TO BE CL 235 DR 14 PVC MEETING AWWA C-900 OR C-909 STANDARDS 25. SANITARY SEWER SERVICE PROVIDED BY ON-SITE SEWAGE FACILITY (OSSF) TO BE DESIGNED AND INSTALLED BY OTHERS. 26. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 27. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. 28. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 29. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 30. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. it 0 30 60 90 SCALE: 1"=30' 6°' 9 each end t } edz,, grli�*'t t s A1te' $a� rt 1 r]Fa RIM fi'f j Nh.rMI- Ftix i z"•-yt ,r• 1 iE�` AR l�f7�f tl� i a) r s} A A, k € fiy E '. x�. 1 �`v 'Yj„�+F us d �5 a Nal a�s��?f i �kkT f.& 7#irr r t� T �Y air" is 30° (n in) 15" (� n 177r k 24"$ 5-f- Mo t i FGj 10RWIl147r-MSCALE BIKE RACK DETAILS BUILDING DATA SUMMARY EXISTING USE: RETAIL STORE PROPOSED USE: RETAIL STORE NO. OF STORIES: 1 PROPOSED BUILDING: TOTAL SF HEIGHT (FT) TYPE 15,000 BUILDING SPRINKLER FIRM MAP NO: 48041C031OE, REVISED MAY 16, 2012 (Not located in 100 year floodplain or floodway) PARKING TABULATION PARKING REQUIREMENT: WAREHOUSE: 1/1000 SF, RETAIL: 1/350 SF, OFFICE 1/250 SF TOTAL SF REQUIREMENT. 15,000 SF WAREHOUSE, 6,935 SF RETAIL, 2,255 OFFICE` - TOTAL PARKING REQUIRED: 44 SPACES TOTAL PARKING PROVIDED: 44 SPACES (42 STANDARD, 2 ADA) UTILITY DEMANDS Maximum Water Average Water .... (Peak Flow =Avg. Daily Flow* 4) Max. Sevver Load (Based on 16 hour day usage) Fire Flow Requirement 1,500 (Based on Fire Code Tables B105.1 & C105.1) CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. LEGEND: PROPOSED BUILDING 4, PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE -EXISTING PAVEMENT EDGE FIRELANE (RED CURB WITH 4" WHITE LETTERS: "FIRELANE NO PARKING TOW -AWAY ZONE"') - - -340- - - EXISTING MAJOR CONTOURS ---341--- EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS W EXISTING WATER LINE PROPOSED WATER LINE ♦FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING 1 PROPOSED WATER VALVE PROPOSED WATER METER � PROPOSED FIRE DEPT. CONNECTION FDC - eihl �: I Si a•r,' .. : X615 _ , .. .... .. IThe ;rt PRdECIV-d= q nev,n h, K°,r°= LOC,,TION 6 O - f l.Evil I , , tvaoa n acs. �a ` S e •y4a �estm.nsf- C.:,nlry T•;�her-_ "< Tanb-, c PEa�e LOCATION MAP NTS SITE PLAN FOR: LOT 10, BLOCK 1 ■ OLD WELLBORN ROAD ZONING:COLLEGE STATION TEXAS 2.38 ACRES LOT �10, BLOCK 1, ROCK PRAIRIE WEST BUSIN!i SS PARK PLANNED DEVEL0PM,,ENT DISTRICT (PDD) OWNER: CHUCK MOREAU MOREAU FAMILY INVESTMENTS, LTD. 1834 HARRIS DRIVE COLLEGE STATION, TX 77845 (979) 218-8835 CHUCK@BVCARPETOUTLET.COM 0 F: M ELI THOMAS 2501 Ashford Drive, Suite 102 . ENSEO.•��w �orvn� ��G College Station, Texas 77840 �W P.O. Box 10763, 77842-0763 Q 979.680.8840 (Phone) 979.680.8841 (Fax) Www•gessnerengineering.com NOVEMBER 12,2014 Firm Registration Number: GE PROJECT #: 11-0355 F-7451 PREPARED BY: