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HomeMy WebLinkAboutDrawings3 VICINITY MAP N.T.S. /G GG PROJECT SPECIFIC NOTES: EX. HYDRANT 1. CITY OF COLLEGE STATION W.C. BOYETT PARTITION, BRAZOS COUNTY, TEXAS 2. ZONED NG -1 \ 3. BUILDING SETBACKS: LINES PER COLLEGE STATION LIDO. CHURCH ST. (MIN) 10' CHURCH ST. (MAX) 35' WITH CAFE SEATING WELLBORN ST, (MAX) 35' UNIVERSITY DR, (MAX) 25' SIDE & REAR, NONE 4. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041 CO143C, BRAZOS COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT NO PORTION OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. 5. ALL PROPOSED SIGNS WILL BE REVISED AND PERMITTED SEPARATELY 6. FIRE FLOW FOR 2285 SF, TYPE IIB = 1,500 GPM FROM 1 HYDRANT (EXISTING) T.._ __BUILDING 'IS"- REQUIRED TO BE SPRINKLED. 8. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM RIGHTS—OF—WAY. UDO 5.6.B.10.0 9. OUTDOOR LIGHTING STANDARDS TO COMPLY WITH UDO 7.10 10. NO PARKING REQUIRED PER UDO 5.6 11. NO TRAFFIC IMPACT ANALYSIS REQUIRED PER UDO 7.9 12. THE OWNER WILL UTILIZE THE NORTHGATE PROMENADE TRASH CONTAINERS IN AGREEMENT WITH THE CITY OF COLLEGE STATION 13. NO GRADING IS PROPOSED 14. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE INSIGNIFICANT 15. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS 16. SURVEY PROVIDED BY KERR SURVEYING, 05-13-2008. 17. DIGTESS UTILITIES WERE NOT LOCATED 18. AN IRRIGATION PLAN TO BE SUBMITTED AND PERMITTED PRIOR TO INSTALLATION 19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE E ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM cL N SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. 4 ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE I STATION UTILITIES DIRECTOR OR HIS DESIGNEE. cn 20. CAFE SEATING IS PROPOSED ALONG CHURCH ST AND WELLBORN ST M FRONTAGE O 0 No. MAG 340,8 .' Z CX /, CHURCHHAAVEENDUE PROPERTIES, SES, LLC 12, ALL OF OFLOT4ANDA O,OI PORTION OF LOT 3 BLOCK IO, 5/8' IRF CAP`KE _ _ — y _ _ O�, , W. C. BOYETT ESTATE PARTITION , V) J 208 VOL 8648, PAGE 1, O.P.R.B.C. /� F (�� 5/8' IRF P ERR 450810 QQ / FB .Cj. F e`_ JO , iso \, clk fi 1j1 l0 0 N G Q� q' �0 0 P PROPOSED PUBLIC 1011 FB/ PGt P5\`' ��' �cy�', ACCESS m L ON J�°tv EASEMENT X0.00 I 235 SQ. FEET 5/8' IRF P KERR 4502 � 100 O O CX o40, ' Nti LOT 3 0"�� BEGAN6 � IN 3 .55 ARTESIAN ASSETS LLC .1 CALLED 0.072 ACRES DP UNLIMITED, INC. oC 20 ' A PORTION OF LOT 3 CALLED 0.113 ACRES (EXHIBIT •B7 O O O RESIDUE OF LOTS 1 AND 2, BLOCK 10, I IRF CRR 4$ 2 •SETT ESTATE PARTITION W_ C. BOYE-r ESTATE PARTITION 340.18 Set *6?_j9§f03, PAGE 178, O.P.R.B.C. VOL 3990, PAGE 109,0.P.R.B.C. o 4T TBM 20 �i2 p Ol 0.00 x %8--- %C----------------------------- ' 1004 S�5NIRF CAP KERR 4502 5/8` IRF CAP KERR 4502 __. BCX34D,68 9a,�0 VN/VERS/TY DRI VE (VA RIABLER.0.W.) LINE IBEARING DISTANCE PROPOSED PUBLIC L1 S 48'15'36 E 3.24 mo L2 N 40'2016 w 3.27 ACCESS EASEMENT 0i EX. LIGHT POLE FDC, TO TO EX. HY R NT " LEANOUT, TYP PROPOSED LOCATIO E DETAIL, C3 CITY OF COLLEGE STATION BOYETT, BLOCK 11, LOT 1-7 X\ ZONED NG -1 SEE PLAN AND PROFIL C3 2—SIDEW K BENCHESJPUDO 5.6.9 TYP,� / J� EX. GAS LINE TO SEM / STREET TREES hfG DE J� AD CURB TO CLOSE // DRIVE ENTRANCE,FAS�TYPX. BIKE�AC PROPERP( L E T SEWER ' � RIM STO M MANHOL ELEV: 340.51'// // C) t / FLIN - 35.61BOX LK ELEV: ' f / 6»�PE STUR DiAliltIN C) 6"4DPE STMOR IN AND LEAN TISO I 6" HDPE STORM DR PIPE INTO EXISTING s STANDARD SPEC S1 —0 SEE DETAIL C PEA GRAVEL BAG EROSION: • / 6� RELOCATE EX. HANDRAIL A 342.0 PROPOSED PU IC ACCESS EAS ENT -- S DETAIL _ / 1 _ _.. PRPOSED SILT ENCI 0� �O FL 5'x4' BOX ELEV: 335.17' DESIGN DISTRICT DIMENSIONAL STANDARDS TOTAL LOT AREA 3135 SF FLOOR TO AREA RATIO REQUIRED: 1:1 LOT AREA (2913 SF) BLDG AREA (2747 SF) PROPOSED: 0.943:1 A,,. RELOCATE G a 1� CHURCH AVE. PROPERTIES Li BOYETT, BLOCK 10, LOT 4 LIGHT POLE ZONED NG -1 TRANSFORMER CREEN: MASONRY WA & RE VABLE R4PANELWALL HEIG TO BE 6" TALLER T N TOP OF T ORM CHURCH AVE. PrPERTIES LLC. �� s RAN FORMER PAD BOYETT, BLOCK 1 , LOT 3 (E PT OF) s 3'X3'X3' GROUND M NTED TRANSFORMER ZONED NG -1 METER LOCATED 0 TRANSFORMER REMOVABLE WAL SYSTEM FOR SERVICE EXISTING SANITARY SEWER }— / z ELECT CAL SERVICE CONDUIT Y 4� r tREMOVE TREES AS REQUIRED EXISTING PRIVATE ry� RROPOSED 6' CEDAR FENCE / UTILITY EASEMENT VOLUME 145 CLASS 200 DR 14 PVC WATER PAGE 288-289 y 5ERVCCE' LifilEkWITH DETECTOR TYPE SCN 40- PVC WATEf SERVICE LINE WITH dETE OR TYPE SS UNLIMITED, INC. ETT, BLOCK 10 5 ED NG -1 EX. CLEANOUT UNKNOWN DEPTH °AWWA ` C 0C�0 DRY FIRE LINE (3' MIN COVER) ELECTRICAL EX �16". SEWER t BOX - ,s. 'Cl PROPOSED BUILDING 1" Q}T F.F = 341.14 HDPE STORM DRAIN FROM AWNING DOWNSPOI T 1st FLOOR = 1167 SF RESTAURANT ry 2nd FLOOR = 1159 SF OFFICE °° 2ND FLOOR CANTILEVER STAIR LANDING 41F r PROPO ED AWNING PROPOSED r FIREWALL r ' ROOF DP UNLIMI ED, INC. AS :UNIVERSITY DR. / TIE INTO EXISTNG SANITARY SEWER SERVICE f.BOYETT, L T 1, 2 (PTS OF) ZONED N 1 6" HDPE STORM DRAIN FROM ROOF DOWNSPOUT / EXISTING 4" CLEANOUT TO BE REMOVED I PROPERTY LINE • � � { < eta `�� � n, 0) c:) SEE LANDSCAPE PLAN FOR TREE -PROTECTION -NOTES '2ND FLOOR CANTILEVER STAIR LANDING 611 PE STORM DRAIN FROM ROOF D NSPOUTS, ROUT UNDER DECK -- GALVANIZED VERTICAL EXHAUST221 - IRO ENCE RISER HEIGHT TO MEET CITY{, CODE REQUIREMENTS _. GALVANIZED HORIZONTAL 1 �r EXHAUST DUCTCIO k LOCATED BELOW AWNING ROOF �D r �a O /�— WOOD STORAGE AREA m PROPOSED PORCH AREA: 421 SF PROPOSED 2 STORY BUILDING: AREA 1ST FLOOR: 1167 SF AREA 2ND FLOOR: 1159 SF >RPROPERTY LINE GALVANIZED VERTICAL/-'a1EXHAUST RISER ®�p NORTHGATE SPECIFIC STANDARDS�® BRICK PAVERS HOLLAND STONE BY PAVESTONE IN RIVER RED OR APPROVED EQUIVALENT APPROVED PATTERN: RUNNER BOND 61 1/8" I-- 0.711s T SEAT 0.8551 HEIGHT 1.3216 -� 0.4653 SIDEWALK BENCHES (1'2851-� STEELSITES SERIES MODEL #RB -28 (6 -FOOT) BY VICTOR STANLEY INC., OR APPROVED EQUIVALENT i 6*-(' BICYCLE RACK SUPER CYCLOPS MODEL 1 1175 BY CO CASCADE OR APPROVED QUIVALENT 60" 61 1/8" TREE GRATES PARKWAY COLLECTION MODEL #R -8738-A1 BY OR APPROVED EQUIVALENT INSTALL TREE GRATES PER MANUFACTURES SPECIFICATIONS FOUNDRY SS 0 5 10 20 WATER DEMAND R,INC. MINIMUM 0 GPM MAXIMUM 20 GPM AVERAGE 2 GPM SEWER DEMAND MAXIMUM 2,800 GPD - -y' NOTES: 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL RADIUS POINTS, PT'S, AND PC'S 2. CONTRACTION JOINTS: 10' MAX SPACING. 6 3. THESE ARE CITY MINIMUMS. SEE GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS. #4 BAR CONTINUOS 3 EXCEPT THRUU CURB EXPANSION JOINTS 3"R #4 BARS 6, 0 18" OCEW �'•:::. T 6' ER FIRE LANE, 5. OTH SUBGRADE REINFORCED CONCRETE CURB DETAIL DEVELOPERZ WNER ARTISIAN ASSETS, LLC P.O. BOX 3277 COLLEGE STATAION, TX 77841 CHURCH ST. BARBEQUE 100 CHURCH AVE. COLLEGE STATAION, TX 77841 LEGAL DESCRIPTION: City of College Station, W.C. BOYETT PARTITION PLAT, VOL 100. Page 440, Brazos County. Texas BLOCK 10, LOT 3 (PT. OF) 0.072 ACRES SITE PLAN Jof '""' JON ES & CA RTE R,INC. r ENGINEERS•PLANNERS•SURVEYORS Texas Board Professional Engineers Registration No. F-439 700 University Dr. East, Ste. 110C, College Station, Texas 77840 (979) 731-8000 SCALE:AS NOTED DGN. BY: SED DATE: AS NOTED DWN. BY: DMW JOB N0, C0077-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW NO.: 313 10/26/2009 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. SHEET NO. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. OF 4 J 3 W 0 En 3 0 cn V, '' 3X4BOX STORM �nnn♦ IN FL. EL, 335.61' 24" RCP STORM DRAIN IN FL. EL. 335.77' D. CAST INRON MANHOLE :R AND FRAME (30" DIA.) MH RIM EL. 340.51' 24" RCP STORM DRAIN IN FL. EL. 335.61' SWEEP SAND INTO ALL JOINTS ACCEPTABLE TRAFFIC RATED PAVER MATERIAL 1" MAX. SAND LAYING COURSE CONCRETE 4" SCH 40 STORM DRAIN IN FL. EL. 337.00' 6" HDPE STORM DRAIN 0 0.8% IN FL. ^. "' ""' `-3'X4' BOX OUT FL. EL. 335.62 V� ,--BACK OF CURB PLAN VIEW STORM DRAIN INLET CONNECTIONS SCALE: 1"=4 PLANTING MIX— OR CPFC:IFIFiI RY X --UNDISTURBED SOIL F_nPLANTER SECTION STREET VIEW SCALE: 1"=2' FL. EL.. ,335.55' TREE GRATE VERIFY FRAME INSTALLATION PER MANUFACTURER SPECS. EX. GROUND ELEV. STD. CAST IRON MANHOLE COVER AND FRAME (30" DIA.) MH RIM EL. 340.51' -F� III -I I II I—I I 3'X4' BOX STORM DRAIN IN FL. EL. 335.61' 24" RCP STORM DRAIN IN FL. EL. 335.77' SWEEP SAND INTO ALL JOINTS ACCEPTABLE TRAFFIC RATED PAVER MATERIAL 1" MAX. SAND LAYING COURSE CONCRETE CU STRUCTURAL SOIL 4" SCH 40 STORM DRAIN IN FL. EL. 337.00' 6" HDPE STORM DRAIN ®0.8% IN FL. EL. 337.68' HEADWALL I- :! I I -I iITI IITI IITI IITI 11: — FL. EL. TI 11=1 I ITI I ITI l ITI STORM DRAIN INLET SECTION SCALE: 1"=4' PLANTING MIX eC SPFf'mFn RY TREE GRATE VERIFY FRAME INSTALLATION PER MANUFACTURER SPECS. EX. CURB —EX. CONCRETE STREET EX. 24" RCP STORM SEWER ' FL. 335.77 CONTRACTOR TO UNDISTURBED SOIL VERIFY DEPTH LOCATION PLANTER SECTION SIDEWALK VIEW SCALE: 1"=2 t ARTISAN ASSETS, LLC COLLEGE STATION, TEXAS DETAIL SHEET NC. Jr' JONES &CARTER,I r ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 700 University Dr. East, Ste. 110C, College Station, Texas 77840 (979) 731-8000 SCALE: AS NOTED DGN. BY: DMW DATE: AS NOTED DWN. BY: RDA JOB NO. C0077-001 DWG. NO. SUBMITTED: SURV. BY: THIS DRAWING IS RELEASED FOR THE PURPOSE OF: SITE REVIEW NO.: 2 08/10/2009 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. IT IS NOT TO BE USED FOR SHEET NO. CONSTRUCTION, BIDDING, OR ^ PERMITTING PURPOSES. L OF 3 BARRIER FENCING LY DRIVEN METAL'T' STAKES I "xi 2')gX1 TOR AL 1 4'-0" O.C. (EXTEND ;ES TO DRIPLINE) PING GRADE ?IAL OF OVERALL r 3' MIN. TREE BARRICADE 4r'; 4, DETAIL Ref: None Scale: NTS t Note: Verify all dimensions before construction. r Symbol Quantity Size 3 4'Cal. PLANT LIST Common Name (Botanical Name) Canopy Trees Live Oak (Quercus virgiano) Comments 12/14' Ht., 4/5' Sp., Matched 6'-0" Clear Trunk Min., Container BBQ Pit Gate Transformer • •= r tet'••• • . w• _,�.� �' nz s r t � � � z 1 .x i '•` s a, �i" v t' S 51 i4f . �^ V � -.lya �. }`Y f M( Y �- y' �_• — s iM s � b y -gt, g° c g s t rq,_. g- k h fk 'NQ gg - �t 3 rt - y v - i At u -R. s r i s 1 �.'`.r` - i +e ?s �-.. e'i'?G "� � t }�} ✓ Fy 3"` �, ,x7 � k� f,—�".fr �_- .__ Ngok'vi E `2 _. -1 ir OMNI _ t .Ls L.. _i 1' T � I ��; � � .. s �•_� Bik Ra O ..= \-Tree Well =j'• Tree Well C H U R C H S T R E E T Existing Yaupon Tree • FIRMLY DRIVEN MEtAL'T' BAR STAKES 1k175cg'x10" OR EQUAL 1 4'-0" O.C. (EXTEND STAKES TO DRIPLINE) 48" BARRIER FENCING Bench Existing Pecan Tree (To Remain) (Protect Durring Construction) +�... �,�x,_:''• Tree Well N. Iron Fence (44 LF) x1)X Iron Fence (22 LF) Storm Drain LANDSCAPE PLAN Ref: None Scale: 1/4'= V-9' North Note: Verify all dimensions before construction. i Existing Pecan Tree i . i Drainage Flume W W m �X OCmW� C/) (,a -r 0 cf)0 J CU O U Date: 9-8-08 Revisions: 1-18-09 - BWL 4-6-09 - BWL 6-24-09 - BWL 7-30-09 - BWL 8-4-09 - BWL 10-12-09 - BWL Sheet Number LS 1 Sheet 1 of 1 Non-Conopy Trees • 2 15 Gal. Red Bud (Cercis canadensis) 6/8' Ht., 4/5' Sp., Matched, I� 3-5 Cones, V ClearTrunk Min. 4 5 Gal. Shrubs (5 Gal. or Larger) Dwarf Youpon Holly (Ilex vomitoria'nona') 1 S' Height Min., Rooted, Full \� 2 5 Gal- Knockout Rose (Rosa x'Radraze) 24" Height Min., Rooted, Full 1 i2 5 Gal. Lady Banks Rose (Rosa banksiae lutea) 3 - 36" Runners, min. Rooted, Staked 1 Gal. and Smaller Plants © 7 1 Gal. Bulbine (Bulbine frutescens) 8" Height Min., Rooted, Full M1='s=ue 5 1 Gal. Butterfly Iris (Moraea Dietes iridioides) 18" Height Min., Rooted, Full 12 1 Gal. Gianl Liriope (Liriope muscod'Gigonlia') 12' Height Min., Pot Full, Rooted 18 4" Pot Mixed Herbs Pot Full, Rooted ® 18 1 Gal. Maiden Grass Pot Full, Rooted, Full 14 1 Gal. Prostrate Rosemary (Rosmorinus offfcinalis'Prostratuel Pot Full, Rooted, Full 1 1 Gal. Red Flowering Yucca (Hesperaloe parvittora) 18" Height Min., Rooted, Full 3 1 Gal. Society Garfic (Tulbaghia violacea) 8" Height Min., Rooted, Full BBQ Pit Gate Transformer • •= r tet'••• • . w• _,�.� �' nz s r t � � � z 1 .x i '•` s a, �i" v t' S 51 i4f . �^ V � -.lya �. }`Y f M( Y �- y' �_• — s iM s � b y -gt, g° c g s t rq,_. g- k h fk 'NQ gg - �t 3 rt - y v - i At u -R. s r i s 1 �.'`.r` - i +e ?s �-.. e'i'?G "� � t }�} ✓ Fy 3"` �, ,x7 � k� f,—�".fr �_- .__ Ngok'vi E `2 _. -1 ir OMNI _ t .Ls L.. _i 1' T � I ��; � � .. s �•_� Bik Ra O ..= \-Tree Well =j'• Tree Well C H U R C H S T R E E T Existing Yaupon Tree • FIRMLY DRIVEN MEtAL'T' BAR STAKES 1k175cg'x10" OR EQUAL 1 4'-0" O.C. (EXTEND STAKES TO DRIPLINE) 48" BARRIER FENCING Bench Existing Pecan Tree (To Remain) (Protect Durring Construction) +�... �,�x,_:''• Tree Well N. Iron Fence (44 LF) x1)X Iron Fence (22 LF) Storm Drain LANDSCAPE PLAN Ref: None Scale: 1/4'= V-9' North Note: Verify all dimensions before construction. i Existing Pecan Tree i . i Drainage Flume W W m �X OCmW� C/) (,a -r 0 cf)0 J CU O U Date: 9-8-08 Revisions: 1-18-09 - BWL 4-6-09 - BWL 6-24-09 - BWL 7-30-09 - BWL 8-4-09 - BWL 10-12-09 - BWL Sheet Number LS 1 Sheet 1 of 1 PROJECT SPECIFIC MOMS 1. CITY OF COLLEGE STATION W.C. BOYETT PARTITION. BRAZOS COUNTY, TEXAS 2. ZONED NG-1 3. BUILDING SETBACKS: LINES PER COLLEGE STATION UDO. CHURCH ST. (MIN) 10' CHURCH ST. (MAX) 35' WITH CAFE SEATING WELLBORN ST. (MAX) 35' UNIVERSITY DR, (MAX) 25- SIDE & REAR. NONE 4. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FM THE NATIONAL FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO143C. BRAZOS COUNTY, TEXAS DATED JULY 2. 1992. IT APPEARS THAT NO PORTION OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. 5. ALL PROPOSED SIGNS WILL BE REVISED AND PERMITTED SEPARATELY 6. FIRE FLOW FOR 2285 SF. TYPE 118 - 1,500 GPM FROM 1 HYDRANT (EXISTING) ]. BUILDING IS REWIRED TO BE SPRINKLED. 8. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT. AIR CONDITIONING ELECTRICAL METER AND SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL WALL MWNTED, OR ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM RIGHTS -OF -WAY. UDO 5.6.8a0.0 9, OUTDOOR LIGHTING STANDARDS TO COMPLY WITH UDO 7.10 10. NO PARKING REWIRED PER UDO 5.6 11. NO TRAFFIC IMPACT ANALYSIS REQUIRED PER UDO 7.9 12. THE OWNER WALL UTLZE THE NORTHGATE PROMENADE TRASH CONTAINERS IN AGREEMENT WITH THE CITY OF COLLEGE STATION 13. NO GRADING IS PROPOSED 14. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE INSIGNIFICANT 15. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS 16. SURVEY PROVIDED BY KERR SURVEYING, 05-13-2008. 17. DIGTESS UTILITIES WERE NOT LOCATED 1& AN IRRIGATION PLAN TO BE SUBMITTED AND PERMITTED PRIOR TO INSTALLATION 19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA. LL562 LOCKING UD. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE, 2D. CAFE SEATING IS PROPOSED ALONG CHURCH ST AND WELLBORN ST FRONTAGE �] �e '(iOd x yr Iv ', 0 10 An� a movosEo FRbIIL I; �ry H6 ACCESR .b :Ns E49ENENT p pp - Essao.PEEr vn ".4iR .sex H rett_ LOT 3. 04 y DETNL CRY OF COLLEGE SIA110N DOYDT. BLOCK It. LOT 1-7 ZONED NG-1 LDO 5.6.9 ~/ J 4 h S J C N. RIM STQQRRM SESER MANHOLFJEIEV: IX FL INLEYY BOX b ELEv: 35.fi1' fi' Sf0 /L 6 GPE 5108 N WD NF 6' HOPE STORM b�TR a •Y DRAN PPE WTO EXISTING �aZ \ / 3$4' DOW �' j STANDARD If Ow 1. ve• wR w'-TsoE_________�_. "tn's.nse q p4pYMMOVD10W 446 ryMNeteR.awJ PROPOSED PUBLIC ACCESS EASEMENT PFA fl EROSION mNIRONDEO L M. /A. ,Y AO EL 5's4' 8Ox •r ELEV. 33517' �� O (pDlpy'� LI �� TOTAL LOT AREA 3135 SF FLOOR TO AREA RATIO REQURED: 1:1 LOT AREA (2913 SPj BUDG MFA (2747 SP) PROPOSEM 0.943:1 ro a oo "/�• O //� - OPy CHURCH Ali PROPERTIES R, /i BQRIi, BLOT LOT 4 10. 4 IX Utllf POE ZONED XG-I y1 // DE UNMMRED, INC. /!/ C / TRANSFORM : MISONRY W & REI.A(AHE y�1U PANEL WALL HE]G 70 BE a TALLER W RIP DE TRItISFORLIER BONER, BLON 10 LOT 5 ZONED NG-1 /i• y /i NLRCH AYE. PESyZ - BOYET, &OFJ(1 , LOT J (E PT Pf 00 s J S - // J'XJill' cRgMO TRANSFORMED ZOM NG-1 /.,MEET W ' GYk LOGGED 0 DWUDRVER RmWAIYE W /MTEM FOR SEANCE EXISTING BWRARY SEWER z �y 0 6 Io aU T y2 S„ UN 8 _/ DE CIE SEANCE CONDUIT OWN DEPTH \ UNMEANT REDONE TIES AS REWRED TrPROPOSED E CEDAR FENCE iyZ D1 11UD EASEMENT VOLUME W \ SS / R C-AWNA: G-909 GLASS Z00 DR 14 PVC WATEW PAGE 2101 BOX STORM CRAN FROM WNNSWW R. ROIR UNDER DEN ROOF sr 'OSED ] SNR! )PIG. 19 FLOOR Ile SF NO FLOOR II59 SF �MPM WE �i AxwA�;:c•�,try91.� oRr FNE uE (3 Mx rrnrtq) � 16' HDPE SroPII DUN FROM AWNING DOWNSPOUT I PAOPOSm FlAEVIALLJ PE WN DxSING S NITW SEWER SE wOpD S10R.WE IRFA 6' HOPE STORM DRAM FROM ROOF DDWNSPgII PROPERTY WE MO FLOOR CUTRLEYFRI STAR LWOING Ec UNUN11fD, x1G {I/ Now, „ BITER, LOT I. 2 NG��GG IOED OF) ��tl ;VE 'inr D /I IN �I C• E E R. 9��PRI£R so6wAu aTRulEs �'�'� .c. a wRw.m � �v le-Ia00 n I,me nwn - N WATER DEMAND MINIMUM 0 GPM MAXIMUM ' 20 'GPM AVERAGE 2 GM SEWER DEMAND MAXIMUM 2,000 GPD s • x� � un les CURB DEEM DEVELOPER OWNER ARTISIAN ASSETS, LLC P.O. BOX 32]] COLLEGE STATAION. TX ]]841 CHURCH ST. BARBEOUE 100 CHURCH AYE. COLLEGE STATAION. Tx ]]841 IFGAI DFSCRIPTOMe GLry DI CSIle a Salim. W.C. 90YEFl PARRRN PUT Lq. IN. Page H0, BTmaa Caunry. T... SITE PLAN J 0 N E S& C A R T E R, I. c ENGINEERS -PLANNERS • SURVEYORS SC .Ae .nFn DGIL Re. . DAIS AS xo2o am. a, DMw .wa D. co I., DEI xa -- SMASTHM.. -- SURV.'BY: I6eo iXFD TWPIPOS UIIwR SITE REVIEW NO N0,:3B 10/26/2009 uxoEATxE AvnromvoP ERVCE.DWCML P.E@I SHEET NO. Dr.N TDSEWEDPDR aDNRTROCIMNIADDRASOR C1 NI PER ETEPDRPoREL OF 4 24' RCP Si DRAIN - IN FL EL 335.77'� 6' HDPE STOW OMIN 1-G' 4� NOU W!E HD PE STORM DRAIN O 0.19S R ST IN D- 7.5B' _ REFER TU S/CS STANDARD SPEC M-03 - OPEN CNANNFL FLOW GST INROV MANH01£ / WMER AND iRANE (30' DIA.) / NX4' BOX STORM DRAW NX RIN 0- 340.51 - _ IN FL EL. 335.5I' 3'X4' BOX WT FL EL 335.63 ES XEADWALL >G[� R EL 335.55' BACK OF OURS 34" RCP STORM DRAIN_ / �y IN R 0- 335.61- �yj mPLAN VIEW STORM DRAIN INLET �G G4�hdES:F+Etd5 SCALE: I"=4' J�PLANTER SEGTION STREET VIEW 50ALE: 1"=2' M GROUND MN 3'X4' BOX STORM DRAIN IN P- PL 335.61' 34' RCP STORM ORAM IN FL d 9 .77' STORM DRAIN O 0.9S 33J.GW . S/CS STANDARD SPEC SI-03 STORM DRAIN INLET SECTION_ L—W5GALE: I"=4' Ft]PLANTER SEGTION SIDEWALK VIEW 56ALE: 1"=2' EL 33555' X STREET REVIE'OVE r'FOR COMPLIANCE _ JAiJ �� 7 2i�17 I COkft }T MON I t CONTRACTOR TO VERIFY LOCATIONS AND SIZES GF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO WORK. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA. LL562 LOCKING UD. ALTERNATE LOCKABLE LOS SHALL BE APPROVED BY COLLEGE STATION UTIUTES DIRECTOR OR HIS DESIGNEE. REVIVA co,y1 4K IVTVSeR :JAN 0 1 2010 Pecan Tree Protection Notes De-Pmoee ev1lme ranaaa aamaga vuognea polaaXma.a N D'.Ynp Nweeneaemi pn. bCale(gemlomlfe earywl winamanIS.damel«greal«ls. N. Me paW OcMoe rnW be neee wilts Mee pdecbn aeo. 04 Rren stet be oe Its. horn or foreign chen navOa or deposal .he nee pals oea 05.bet. 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