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HomeMy WebLinkAboutDrawingsACES (9'X20')=27.50' EX. 5' WALK SYMBOL & UNE LEGEND 0 POWER POLE 0 LIGHT POLE 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE GUY WIRE ANCHOR QA/c AIR COND. COMP. Wwv WATER VALVE ®WM WATER METER �EM ELECTRICAL TRANSFORMER EDGM GAS METER pMH MANHOLE OC -0. CLEANOUT <>FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL 0 AI AREA INLET 13 JUNCTION BOX — — — BUILDING SETBACK UNE ------- PROPERTY LINE -------- EASEMENT LINE LINCOLN COMMUNITY CENTER (1 -STORY) (TOTAL: 20,515 SQ. FT.) A;`C PADS _¢ EX_ F' WALK EX. 6' WALK 0 � c� w c� i� EX. WALK o` n m E;. WALK / w o � N 0 a CL I- W w 0 2-10' GATES FIRE FIRE LANE STRIPE HANDICAP PARKING ACCORDING TO DETAIL SHEET C2.1 FIRE LANE EX. 5' WALK 0 I �® r� EXISING CONCRETE D[l9PS ER PAD in 0 x w FIRE LANE EX. 5' WALK FIRE LANE CD Lu z J o LL ISLAND REQUIREMENTS: THE SQUARE—FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE—FOOTAGE. INTERIOR PARKING = 9 SPACES REQ'D INT. ISLAND AREA=(9/15x180)=108 SQ.FT. PARKING REQUIREMENTS: EXISTING CONDITIONS: 106 SPACES (w/4 BEING H/C) PROPOSED CONDITIONS: 126 SPACES (w/6 BEING H/C) oaaoI v■= GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGIHEEP. OF ANY DISCREPANCIES BETWEEN THESE PLAINS AND OTHER CONSTRUCTION MH DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 2. THE 2006 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, STREET AND SIDEWALK CONSTRUCTION THOM hS0 ST. ARE ISSUED FOR THIS PROJECT_ ST MH n Log TBM #1: FLFV. 11[5.03' > ca AEON ((`� METCALF hNGINEEMNG HOST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EIVIATL: rabon&'Ti;engineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ST MH EC1A SCALE: 120 "' 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY FILENAME: D298 = - ' RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. SUBMITTED DATE- MARCH 19, 2007 DRAWN BY: A.J.B. 6. T.B.M. "1": TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THOMPSON ST. AND ELEANOR ST. \ (ELEV.=313.03' - t••IAD R3). CHECKED BY: R.A.M. \ FIELD BOOK: 7 PAGES: 52-56 RABON METCALF ENGINEERING '5 CLIENT NO._ PROJECT NO. 209 0298 E D WARD ST. SHEET 2 OF 5 �kq Qui Iv'r? �czE-►c��c'�l�' /Q COMPLETE 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE NOT FOR FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE C-ONTRACTOR SHALL UOTIFT` THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATIO1,1. THE CONTRACTOR SH.r,LL NSTRaUCTION ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. RE"VIEvwww ONLY CONTACT tr.iFORtv1A.TtON: TEXAS ONE CALL: 800-245-4545 LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 COCS: WATER & SEWER DIVISION - (979) 764-3435 VERIZON: JIM SURVANT - (979) 821-4300 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 PRELIMINARY 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR REVIEW UNDER THE AUTHORITY EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERIOCE LILIES ARE CUT, BROKEN, OR DAMAGED, THE OF RABON A. METCALF, P.E. CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SANTE TYPE OF MATERIAL AND CONSTRUCTION OR ® BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. N0. 88583, ON MARCH 19, 2007. IT IS NOT TO BE USED 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER FOR CONSTRUCTION, BIDDING AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, OR PERMIT PURPOSES. TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE_ AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS w FOR ALL WORK SHOD -14.4. 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS Z f'1 W OR BETTER.Lj _V ~ c"� SITE NOTES: 1. THIS SITE DOES NOT LIE WITHIN THE 100—YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. Z W 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992, BUT ZONE X IS CONTAINED WITHIN THE LIMITS OF THE TRACT. O ~ ry F=- 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 0 z ROOF � � 0 Z O 3. ALL & GROUND—MOURITED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE mSIBLE FROM ' � O ANY PUBLIC RIGHT—OF—WA-Y OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE V / UJ 0 _- THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN- A UNIFIED- APPEARANCE. W O 0 00 � 4_ ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK Pr" ERS ORK STAMPED tjONCRET—L. COLOR AND PATTER- 0 <L z ■ ' SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE t. 0! PERF,11 E sED_ ■ m 5. WHEkt BUILDING SETBACKS AND EASEME14T LILIES OVERLAP ONLY THE EASEMENT LIME IS SHO':'<Il. _ Z 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT0 0 < ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,, RIGHT—OF—WAY, AND ADJACENT PROPERTY DISTURBED DURING 0 0 a- CONSTRUCTION. r z DIMENSIONAL CONTROL NOTES: J 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE 1S INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED, THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND CLIENT INFORMATION AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR fat•.Y CONSEQUEt,.10E S ARISING OUT OF THEIR USE. COCS PARKS DEPARTMENT 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD C/o PETER VANECEK VERIFIED BY THE CONTRACTOR FOR WOR , BtLtTY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 1000 KRENEK TAP ROAD COLLEGE STATION, TX 77840 3. UNLESS OTHERWISE SHOWN, ALL DIMEN-310NING 1S TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. OFF: (979) 764-3412 FAX: (979) 764-3737 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURB) AND 2'-0" FOR SIDEWALKS. ST MH EC1A SCALE: 120 "' 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY FILENAME: D298 = - ' RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. SUBMITTED DATE- MARCH 19, 2007 DRAWN BY: A.J.B. 6. T.B.M. "1": TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THOMPSON ST. AND ELEANOR ST. \ (ELEV.=313.03' - t••IAD R3). CHECKED BY: R.A.M. \ FIELD BOOK: 7 PAGES: 52-56 RABON METCALF ENGINEERING '5 CLIENT NO._ PROJECT NO. 209 0298 E D WARD ST. SHEET 2 OF 5 �kq Qui Iv'r? �czE-►c��c'�l�' f 6 LIVE OAKS 30 GAL.,2"CAL.MIN. 6 INDIAN HAWTHORN (TO MATCH EXIST.VARIETY) 5 GAL. 3' 0. C. 1/8 )) x 4" STEEL EDGING �AL. �„ r A I KA 11\i 1 v Lit- Uhr\F\il..f-iVCU PER DETAIL THIS SHE '-T _ E 2 CEDAR ELMS 30 GAL. 20 0 20 40 60 Scale 1 " = 20' =I 6 LIVE OAKS 30 GAL.,2"CAL.MIN.,27' O.C. 4 EXISJ.CEDAR, ELMS, 2-3" CAL. 6 EXIST. IIvD.HAWTHORN / Iasi l IND.HAWTHC�RN orm N OTE: EXCAVATE 6" EXIST. SOI L - FOR SHRUB BEDS AND ADD 6" MIXED TOPSOIL 1/3 TOPSOIL,1 /3 COMPOST,1 /3 MULCH ADD 2" MULCH ON TOP TOP OF MULCH TO BE LEVEL WITH TOP OF CURB 8 INDIAN HAWTHORN (TO MATCH EXIST.VAR(�ETY) 5 GAL. 3' 0. C. 1/8 )) x 4" STEEL EDGING 2 EXIST.LIVE OAKS THOMPSON ST. Q W W moi• •S ............... PETER BXANECEK ............... y.•,p 602 O0 G 2�sc c/3TER�•�,�`v qpE ARC OFFI CE STAKE ABOVE FIRST BRANCHES W OR AS NECESSARY TO KEEP E--4 FROM SUPPING O 12 GUAGE GAL WIRE ENCASED IN 1' DIA. .r -q �,�..CV w {{ t� F� N d RUBBER HOSE O �00Q 4� H E-4 x w OE- _ (2) 2 -x2 -x8' PINE m Z c.� X W ) ��� STAKES OR METAL PLANTING MIX: T" POSTS 1/3 TOPSOIL Oo (j � PLANT SO THAT TOP OF ROOT 1/3 COMPOST O J O U BALL IS 2-3' ABOVE THE 1/3 DECOMPOSED PINE BARK MULCH ^ Q FINISHED GRADE 3 X BALL DIA. ® FORM TREE WELL- 2 MULCH 8" IN HEIGHT - SPECIFIED PLANTING MIX WATER & TAMP TO - UNDISTURBED REMOVE AIR POCKETS SOIL REMOVE EXIST. SOD, BREAK SOIL FERTILIZER TABLETS SHOPTO 8' DEPTH n- O TYPICAL TREE PLANTING ON LEVEL GROUND Z SCALE NOT TO SCALE Q W W moi• •S ............... PETER BXANECEK ............... y.•,p 602 O0 G 2�sc c/3TER�•�,�`v qpE ARC bz DATE: March 29,07 PLANNER: Peter B.Vanecek REVISIONS: EET: of ILI 10 W E--4 O .r -q �,�..CV w {{ t� F� N d O �00Q 4� H E-4 x w OE- > O m Z c.� X W ) ��� Oo (j � W O J O U ^ Q bz DATE: March 29,07 PLANNER: Peter B.Vanecek REVISIONS: EET: of ILI 10 :SNOISIAlld �GOGUDn•8 aaIad ............... *3O3NdA'8 2-lI3d ............... J�6•. ye ���l J0 ' (ON18 JNW3 VM 301SN1 21318868 JO 1N3W3Ot'id lOVX 2101OV61N0O 3ddOSONVI HliM 3iVNI( HO"invq 30 d0l 3A08d „l T 31ddiN )Md ,.ZY (OZ—tLc;#`000-U)31ZZON 21318868 ,os=„rRIdDs � z �TjD C-) o i c-) C-) rte, zF- z o ---d ............... *3O3NdA'8 2-lI3d ............... J�6•. ye ���l J0 ' (ON18 JNW3 VM 301SN1 21318868 JO 1N3W3Ot'id lOVX 2101OV61N0O 3ddOSONVI HliM 3iVNI( HO"invq 30 d0l 3A08d „l T 31ddiN )Md ,.ZY (OZ—tLc;#`000-U)31ZZON 21318868 ,os=„rRIdDs N.T.S. LP A 20.00' ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 9 SPACES REQD INT. ISLAND AREA=(9/15x180)=1O8 -SQ.FT. SYMBOL & LINE LEGEND * POWERPOLE * LIGHT POLE GUY WIRE ANCHOR EIA/c AIR COND. COMP. Mwv WATER VALVE Zwm WATER METER SEM ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE OC -0. CLEANOUT -'>FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL MAI AREA INLET g JUNCTION BOX BUILDING SETBACK LINE PROPERTY LINE -------- EASEMENT LINE lk SPA-JES 01a, 3PACE S 9 SPACE; (9,,,2())=82.CD' m/'Z, .. CD < CFO - IjjJ z 0 n 3 SPACES (9'Y20*)=27.50' IRED RPOSE JUN C FT.) PARKING REQUIREMENTS: EXISTING CONDITIONS: 106 O DITIONS- 106 SPACES (w/4 BEING H/C) PROPOSED CONDITIONS: 126 SPACES� (w/6 BEING H/C) L COMMU LINCOLN NITY CE L a -rr- CLN I LR {1 -STORY) (TOTAL: 20,515 SQ. FT.) A/C PADS EX. 5' WALK EX. 6' WALK EX. 6' WALK < 28.00' 5 )c 1 LP 5 3PACE S (9'X2fl=46.Q0' Ul m/'Z, .. CD < t< 7EX. WALK i.1 -00-L- ' 28,00' : 0 LP EX. 5' WALK 1. < T) x w FIRE LANE 7 2-10' GATES FIRE LANE FIRE LANE STRIPE HANDICAP PARKING ACCORDING TO DETAIL SHEET C2.1 FIRE LANE 0 SING CONCRETE DUMPSTE­p PAD, FIRE LANE EX. 5' WALK FIRE LANE 20.00' 0 0 > CD f ��4 QD 20 In LE5 LP MH Al THOMPSON ST. ST MH /Z - E 0 n. 0 0 - CL TBM fl: ELEV.. 1 .03' x EN_. WALK Ul m/'Z, .. CD < CFO - IjjJ z 0 n 1. < T) x w FIRE LANE 7 2-10' GATES FIRE LANE FIRE LANE STRIPE HANDICAP PARKING ACCORDING TO DETAIL SHEET C2.1 FIRE LANE 0 SING CONCRETE DUMPSTE­p PAD, FIRE LANE EX. 5' WALK FIRE LANE 20.00' 0 0 > CD f ��4 QD 20 In LE5 LP MH Al THOMPSON ST. ST MH /Z - E 0 n. 0 0 - CL TBM fl: ELEV.. 1 .03' I qr z 0 in z < 0 ST MH 1 - LU 0 0 EDWARD ST. 01 NOW OR FORMERLY KABON 01, STERLING WHITLEY, SR. PORTION OF LOT 27 & LOT 28METCALF BLOCK ONE HRDLICKA SUDIVISION NOT TO S, HRDLICKA ZONED: R-1 ENGINEERING SCALE' 02 NOW OR FORMERLY POST OFFICE BOX 9253 27 0 7 FLOYD & LEROY CLARK COLLEGE STATION, TF-.XAS 778412 9 LOT 1, BLOCK 4 EMAIL: iubon@1mengineer.com - 17 18 HRDLICKA SUDIVISION 11 ZONED: R-1 OFFICE - (979) 690-0329 ib 10 FAX -(979) j690-10329 15 Q) NOW OR FORMERLY 14 CELL - (979) 219-4174 11 MARY LEE STEEN SOUTHGATE 2 LOT 2, BLOCK 4 2R 3 HRDLICKA SUDIVISION VILLAGE DEVELOPMENT ZONED: R-1 AREA 4 @ NOW OR FORMERLY JAMES & ANDRE :STEEN 0 2 25 LOT 3, BLOCK 4 2 HRDLICKA SUDIVISION 2B 0 ZONED: R-1 CITY OF COLLEGE STATION1 0 WAYNE-SMITH PARK "& 2 NOW OR FORMERLY LINCOLN CENTER FACILITIES BOBBIE JO ALEXANDER TRUST *1' ZONED: R-1, R-6 2 3 LOT 13-17 & 1-8, BLOCK 4& 5 1�1\ 3 4 HRDLICKA SUDIVISION 4 5 to- 51 & ZONED: C-1 0 3 P, 11 -4 NOW OR FORMERLY 5 7 COLLEGE STATION TEXAS 6 SOUTHGATE VILLAGE, LTD. 7 AV 8 SOUTHGATE VILLAGE APTS. IN k'SET _70NITD: P-1 & R-6 MAP 10 12 SUBSTANTIAL LN "'OMPLETE GENERAL CONSTRUCTION NOTES: UU I S& S sun E Ul% r" A gunk IR 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION ^Aft IL N qpwmm UIAMS i KUCTIIJIM DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 9. THE 9006 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. CONSTRUCTION DRAWINGS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE ISSUED PRIOR TO THIS CONSTRUCTION PLANS IS BASED ON RECORDS OF THE HE VARIOUS UTILITY COMPANIES, ANII, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE DATE ARE REPLACED BY FIELD. THE INFORMATION 15 NOT TO BE RELIED UPON AS BEING EX f A ICT OR COMPLETE, IT IS THE COI­-ITRACTOR'S RESPONSIBILITY To AVOID THIS SET & SHOULD NOT ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SIIIALL BE USED FOR ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. ICONSTRUCTION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-454.5 F III LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 O- ' -' CUCS: ------ CoCS: WATER & SEWER DIVISION - (979) 764-3435 ... ... . ...... . ... VERIZON: JIM SURVANT - (979) 821-4300 8 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 sIONAL 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE 11,4 AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROjECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL w CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. Ld 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. z 8. CONTRACTOR SHALL MAINTAIN SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE 0z A w MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME To THE CITY ENGINEER. z C) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSfTE. _j THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND. WORKMANLIKE MANNER TO PREVENT INJURIES, iJ ZL DURING AND AFTER WORKING HOURS, UNTIL. PROJECT COMPLETION., < 0 1- z < 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS WI 1-O �_ I - FOR ALL WORK SHOWN. F_ V) : of 0 z wC 0 11. ANY ADJACENT PROPERTY AND. RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS U)WOR BETTER. < _j _j 0 SITE NOTES: Z C C 1. THIS SITE DOES 110T LIE VATHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY C- DEPIC-i-, E l�'I.1-", F-I -M COMMI-31,111Y 110. P. -.11€L NO. z 0 0144C, WITH AN. EFFECTIVE DATE OF JULY 2, 1992, BUT ZONE X IS CONTAINED WITHIN THE LIMITS OF THE TRACT. _j 0 2. DESIGNATED HANDICAP PARKING SPACES WALKS Fc RAMPS SHALL MEET ALL TAS ?,- ANSI STAPIDAPOS. 0 C) 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL RE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM Z ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1510 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. _j 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS. SHALL CONSIST OF EITHER BRICK PAVERS. OR STAMPED CONCRETE.. COLOR AND PATTERN SHALL -BE DETERMIll-ED BY THE OWNER, BUT fiGRFY OR N1_-CI7UPAL COI>IICR-ETE COLoPS A.RF- IlOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. CLIENT INFORMATION CoCS PARKS DEPARTMENT DIMENSIONAL CONTROL NOTES: c/o PETER VANECEK 1000 KRENEK TAP ROAD COLLEGE STATION, TX. 77840 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND OFF: (979) 764-3412 INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN FAX. (979) 764-3737 ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR EN1ITY TO WHICH IT IS ADDRESSED. THIS M/�IERIAL IS INTENDED FOR USE By - THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM FILENAME: 0298EClASCALE: 1"=20' OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY 'WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO AI`4Y RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND SUBMITTED DATE: MARCH 19, 2007 AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND DRAWN. BY: A.J.B.. RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL. RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. CHECKED BY: R.A.M. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD FIELD BOOK; 7 PAGES: 52-56 VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEk"ENTS. RABON METCALF ENGINEERING 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. CLIENT NO. PROJECT NO 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURE) AND 2'-O" FOR SIDEWALKS. 209 0298 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. 6. T.B-M. "f: TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THOMPSON ST. AND ELEANOR ST. (ELEV.=313.03' - NAD 83). SHEET 2 OF 5 p"I.A-cl 0 1 -T CD CD (D I qr z 0 in z < 0 ST MH 1 - LU 0 0 EDWARD ST. 01 NOW OR FORMERLY KABON 01, STERLING WHITLEY, SR. PORTION OF LOT 27 & LOT 28METCALF BLOCK ONE HRDLICKA SUDIVISION NOT TO S, HRDLICKA ZONED: R-1 ENGINEERING SCALE' 02 NOW OR FORMERLY POST OFFICE BOX 9253 27 0 7 FLOYD & LEROY CLARK COLLEGE STATION, TF-.XAS 778412 9 LOT 1, BLOCK 4 EMAIL: iubon@1mengineer.com - 17 18 HRDLICKA SUDIVISION 11 ZONED: R-1 OFFICE - (979) 690-0329 ib 10 FAX -(979) j690-10329 15 Q) NOW OR FORMERLY 14 CELL - (979) 219-4174 11 MARY LEE STEEN SOUTHGATE 2 LOT 2, BLOCK 4 2R 3 HRDLICKA SUDIVISION VILLAGE DEVELOPMENT ZONED: R-1 AREA 4 @ NOW OR FORMERLY JAMES & ANDRE :STEEN 0 2 25 LOT 3, BLOCK 4 2 HRDLICKA SUDIVISION 2B 0 ZONED: R-1 CITY OF COLLEGE STATION1 0 WAYNE-SMITH PARK "& 2 NOW OR FORMERLY LINCOLN CENTER FACILITIES BOBBIE JO ALEXANDER TRUST *1' ZONED: R-1, R-6 2 3 LOT 13-17 & 1-8, BLOCK 4& 5 1�1\ 3 4 HRDLICKA SUDIVISION 4 5 to- 51 & ZONED: C-1 0 3 P, 11 -4 NOW OR FORMERLY 5 7 COLLEGE STATION TEXAS 6 SOUTHGATE VILLAGE, LTD. 7 AV 8 SOUTHGATE VILLAGE APTS. IN k'SET _70NITD: P-1 & R-6 MAP 10 12 SUBSTANTIAL LN "'OMPLETE GENERAL CONSTRUCTION NOTES: UU I S& S sun E Ul% r" A gunk IR 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION ^Aft IL N qpwmm UIAMS i KUCTIIJIM DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 9. THE 9006 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. CONSTRUCTION DRAWINGS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE ISSUED PRIOR TO THIS CONSTRUCTION PLANS IS BASED ON RECORDS OF THE HE VARIOUS UTILITY COMPANIES, ANII, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE DATE ARE REPLACED BY FIELD. THE INFORMATION 15 NOT TO BE RELIED UPON AS BEING EX f A ICT OR COMPLETE, IT IS THE COI­-ITRACTOR'S RESPONSIBILITY To AVOID THIS SET & SHOULD NOT ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SIIIALL BE USED FOR ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. ICONSTRUCTION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-454.5 F III LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 O- ' -' CUCS: ------ CoCS: WATER & SEWER DIVISION - (979) 764-3435 ... ... . ...... . ... VERIZON: JIM SURVANT - (979) 821-4300 8 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 sIONAL 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE 11,4 AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROjECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL w CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. Ld 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. z 8. CONTRACTOR SHALL MAINTAIN SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE 0z A w MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME To THE CITY ENGINEER. z C) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSfTE. _j THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND. WORKMANLIKE MANNER TO PREVENT INJURIES, iJ ZL DURING AND AFTER WORKING HOURS, UNTIL. PROJECT COMPLETION., < 0 1- z < 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS WI 1-O �_ I - FOR ALL WORK SHOWN. F_ V) : of 0 z wC 0 11. ANY ADJACENT PROPERTY AND. RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS U)WOR BETTER. < _j _j 0 SITE NOTES: Z C C 1. THIS SITE DOES 110T LIE VATHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY C- DEPIC-i-, E l�'I.1-", F-I -M COMMI-31,111Y 110. P. -.11€L NO. z 0 0144C, WITH AN. EFFECTIVE DATE OF JULY 2, 1992, BUT ZONE X IS CONTAINED WITHIN THE LIMITS OF THE TRACT. _j 0 2. DESIGNATED HANDICAP PARKING SPACES WALKS Fc RAMPS SHALL MEET ALL TAS ?,- ANSI STAPIDAPOS. 0 C) 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL RE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM Z ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1510 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. _j 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS. SHALL CONSIST OF EITHER BRICK PAVERS. OR STAMPED CONCRETE.. COLOR AND PATTERN SHALL -BE DETERMIll-ED BY THE OWNER, BUT fiGRFY OR N1_-CI7UPAL COI>IICR-ETE COLoPS A.RF- IlOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. CLIENT INFORMATION CoCS PARKS DEPARTMENT DIMENSIONAL CONTROL NOTES: c/o PETER VANECEK 1000 KRENEK TAP ROAD COLLEGE STATION, TX. 77840 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND OFF: (979) 764-3412 INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN FAX. (979) 764-3737 ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR EN1ITY TO WHICH IT IS ADDRESSED. THIS M/�IERIAL IS INTENDED FOR USE By - THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM FILENAME: 0298EClASCALE: 1"=20' OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY 'WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO AI`4Y RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND SUBMITTED DATE: MARCH 19, 2007 AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND DRAWN. BY: A.J.B.. RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL. RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. CHECKED BY: R.A.M. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD FIELD BOOK; 7 PAGES: 52-56 VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEk"ENTS. RABON METCALF ENGINEERING 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. CLIENT NO. PROJECT NO 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURE) AND 2'-O" FOR SIDEWALKS. 209 0298 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. 6. T.B-M. "f: TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THOMPSON ST. AND ELEANOR ST. (ELEV.=313.03' - NAD 83). SHEET 2 OF 5 p"I.A-cl 0 1 -T Wei NOTE: 100% COVERAGE OF GROUNDCOVERDECORATIVE PAVING DECO ROCKOR PERENNIAL GRASS IS REQUIRED IN PARKING LOT 6 INDIAN HAWTHORN ISLANDS,SWALES,AND DRAINAGE AREAS,THE PARKING LOT SETBACK, (TO MATCH EXIST.VARIETY) RIGHT-) OF WAY,AND ADJACENT PROPERTY DISTURBED DURING 5 CAL. J 0. C. PROP. LINE EXIST.HACKBERRY _7 JO UVVj-.rjUMr-Ur-\U I­IULLILS,J U/ -\L.1) U.C. NEW PARKING LOT \'I /8" x 4" STEEL EEL EDGING 6 CEDAR ELMS130 GAL. 2" CAL.MIN.__ 6 LIVE OAKS 30 GAL.,2"CAL.MIN. I I*] w a L2 CEDAR' ELMS 30 GAL. Lill Scale 1" — 209 PAVILION MEN .............. - - - - - - - - - - -------------------- -- .......... -TREES - WITH -C-IRCLP- ...... TO BE -BARRICADED ... ....................... ....... PER DC-H. ETAIL - THIS - ................ .......... 1 I I 6 LIVE OAKS 30/ GAL.,2"CAL..Ml m UUO - ............ ... ...... .. R 0 ------------ ----- --------- - - ------- ----- .. ......... ------ -...-.'IN D.-HAWTH-ORN. 4 -EXI-ST-CEDAR- ELMS, -2- CAL. S 'PE.R . . . . . . . . . .. . . . . . . . . . . . I C A n F' ........ ....... ....... .......... ..... L ------------ ........................ ft -----­---------­-- ----- .................. .. ---- ---- .......... ...... ... ................ ............... 6. 'EXIST.. ....... . ......... IND..H.AV�TH. .... ..... ............... ... ............ ....... ............. ...... fop ............ ............ ........ .......... . 1. OFFICE _­ --------------- .................... .................... ------------------- ---------- ............... ..................... <\ SHOP NQ 0 0 . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . 1 963 . . . . . . . . . . . m EXIST. NOTE: EXCAVATE 6') EXIST. SOI L FOR SHRUB BEDS AND ADD 6" MIXED TOPSOIL -1/3 TOPSOIL,1/13 COMPOST,1/3 MULCH ADD 2" MULCH ON TOP TOP OF MULCH TO BE LEVEL WITH TOP OF CURB TREE BARRICADE BARRICADE DIA. (TREE CAL. x 12') + 12" EXISTING TREE 8 INDIAN HAWTHORN (TO MATCH EX1ST.VARIETY) 5 GAL. 3' 0. C. 1--1 /8>' 0 x 4 STEEL EDGING 2 EXIST. LIVE OAKS THOMP SON ST. BARRICADE AS PER DETAIL STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING 1_9 GUAGE GAL WIRE .ENCASED IN 1" DIA. RUBBER HOSE (2) 2"x,2"x8' PINE STAKES OR METAL "T" POSTS PLANT SO THAT TOP OF ROOT BALL IS -9-3" ABOVE THE FINISHED GRADE FORM TREE WELL 8" IN HEIGHT IZ,o - mz� z SPECIFIED PLANTING MIX WATER & TAMP TO x\ REMOVE AIR POCKETS REMOVE EXIST. SOD, BREAK SOIL TO 8" DEPTH 3 X BALL DIA. PLANTING MIX: 1/3 TOPSOIL 1/3 COMPOST 113 DECOMPOSED PINE BART; MULCH UNDISTURBED SOIL FERTILIZER TABLETS n u CD n z < I u TYPICAL TREE PLANTING ON LEVEL GROUND 0 n, u) SCALE.-, NOT TO SCALE < r ) LANDSCAPE LEGEND 0— Z SITE AREA= 18,850 S.F. 18,85.0 = 18.85 18.86=5 X 30=,a6_5 �PTS-REOUIRM 1,000 ao 9 �s C 77STREET FRONTAGE 77 =1.54 1.54X300=462 PTS.REQ. 50 TOTAL PTS.REQUIRED= STREETSCAPE 77 -3 TREES REQUIRED QUANT. BOTANICAL NAME COMMON NAME SIZE PTS. TOTAL 36 ILEX CORNUTA BURFORDI NA NA DWF.BURFORD HOLLY 5 GAL. 10 360 16 RAPHIOLEPIS INDICA INDIAN HAWTHORN 5 GAL. 10 160 5 QUERCUS VIRGINIANA LIVE OAK 0GAL /-.I "CAL. 150 750 8 ULMUS CRASSIFOLIA CEDAR ELM 30GAL. 2.1 150 1,200 3 QQU RCUS, VIRGINIANA LIVE OAK 30 GAL. FOR STREETSCAPE) ?_ 1 "CAL TOTAL 2,920 + W 0 0 * 0 O. PETER B-VANECEK. 602 S T PLANNER: Peter B.Vanecek REVISIONS: April 9,07 2-ticl, Ae-Ji efL) 19 N.T.S. A 20.00' 111 25.00' 101 1k SPACES (9'18.5t3')�109.Ot' 9 SPACE (9X2( )=82.x0' 3 SPACES (9':•:20')=27.50' EX. 5' WALK ISLAND REQUIREMENTS: THE SQUARE—FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE—FOOTAGE. INTERIOR PARKING = 9 SPACES REQ'D INT. ISLAND AREA=(9/15x180)=108 SQ.FT. SYMBOL & LINE LEGEND F1 POWER POLE 0 LIGHT POLE z GUY WIRE ANCHOR DA/c AIR CON D. COMP. D4wv WATER VALVE ®wM WATER METER 2EM ELECTRICAL TRANSFORMER (DcM GAS METER OMH MANHOLE °C_0- CLEANOUT <>FH FIRE HYDRANT ®rn TELEPHONE PEDESTAL M1 Al AREA INLET 00 s JUNCTION BOX — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE PARKING REQUIREMENTS: EXISTING CONDITIONS: 106 SPACES (w/4 BEING H/C) PROPOSED CONDITIONS: 126 SPACES (w/6 BEING H/C) LINCOLN COMMUNITY CENTER (1—STORY) (TOTAL: 20,515 SQ. FT.) A,.'C PADS 0 Q 0 0 0 N 0 0 Ln CJ C+0' 28.0C 8-00 �P fLP_ 0 0 5 3PACES (9'X2 ')=46. O' z JAMES & ANDRE STEEN 1 lei 2 25 LOT 3, BLOCK I IO HRDLICKA SUDIVISION 2 �LP 28.00' 20.00' ® 0 L�) LP, 8 EX. 5' WALK 1\�y 49 13 13 Q11w PO EX. WALK f ! , ;1 ;-,I, i l EX. 6' WALK. I l i I w 0 EX. A.LI / II , Ui i � w 1 +1 EX. 6' WALK 2-10' GATES - O FIRE LANE ; -a- EXISING CONCRETE, FIRE LANE DUMPSTER PAD 4 0 X w o� Oifit STRIPE HANDICAP PARKING ACCORDING TO DETAIL SHEET C2.1 FIRE LANE FIRE LANE EX. 5' WALK FIRE LANE rail 0 0 MH THOMPSON ST. 0 ST MH 5 TBM rr1: FLEV. _111F.03' 6 n ST MH z EDWARD ST. S SOUTHGATE VILLAGE 2B .j rT (D Now OR FORMERLY K A$ON STERLING WHITLEY, SR. ( �. PORTION OF LOT 27 & LOT 28 `. BLOCK ONE METCALF ��,.�,, s HRDLICKA SUDIVISION O� HRDLICKA ZONED: R-1 ENGINEERING S (� 4' � NOW OR FORMERLY POST OFFICE BOX 9253 27 .f o 7 FLOYD & LEROY CLARK COLLEGE STATION, TEXAS 77842 » 0 9 LOT 1, BLOCK 4 EMAIL.: rabon(ic;riti�n�inecr.C.t�Tr� 1� HRDLICKA SUDIVISION 17 ZONED: R-1 OFFICE - (979) 690-0329 16 FAX - (979) £90-0329 15 �° (� NOW OR FORMERLYYCELL - (979) 219-=4174 14 11 MARY LEE STEEN 2 LOT 2, BLOCK 4 HRDLICKA SUDIVISION DEVELOPMENT ZONED: R-1 AREA CITY OF COLLEGE STATION WAYNE–SMITH PARK & LINCOLN CENTER FACILITIES ZONED: R-1, R-6 (}�b � , SOUTHGATE VILLAGE, LTD. 1 �C) ,> SOUTHGATE VILLAGE APTS. INSET9 'o ZONED: R-1 & R-6 MAP ${v J 11 � 12 GENERAL CONSTRUCTION NOTES: 1_ THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER. CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. f 2. THE 2006 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, STREET AND SIDEWALK CONSTRUCTION ` 16107 ARE ISSUED FOR THIS PROJECT. CONSTRUCTION DRAWINGS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE ISSUED PRIOR TO THIS CONSTRUCTION PLAINS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE DATE ARE REPLACED BY FIELD. TtIE II•IFORM.A.T1Old IS HOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE, IT IS THE COIITPACTOR'S RESPONSIBILITY TO AVOID THIS SET &SHOULD NOT ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION_ THE CONTRACTOR SHALL BE USED FOR ALSO NO1lFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONSTRUCTION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 �P... .. .I LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 * .• •• ^!'V CoCS: ELECTRICAL DIVISION - (979) 764-3660 / RABON AA.. METCA..... a CoCS: WATER & SEWER DIVISION – (979) 764-34-35 io •. ...... VERIZON: JIM SURVANT (979 821-4300 ®� 88583 - e ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 ����pG?-,`�/CE}i;S��••'•t SUDDENLINK: MIKE LAVENDER - (979) 846-2229 �gd Sy�hJAl•E�,`4� 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES .ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LIME WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTIOI'•J OF THE WORK, THE CONTRACTOR SHALL MA111TAIN THE PROJECT SITE IN AN ORDERLY AI�JD ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS. TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. z ,�' 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE � 0 ■ ■ e MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES 01\1 THE ORIGINAL TRACINGS, LABELING EACH SHEET 1N THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.. Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED 01',J THE JOBSITE. < � ®V) Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, �— z W DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. < O F– ry F- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS LiF_ 0 � F- FOR ,ALL WORK SHOWN. ~ z Ldp 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS I � V C —i < W V OR BETTER. •GW -1 OO SITE NOTES: � � _j > Z Ly m 1. THIS SITE DOES I40T LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA. FIRM COMMUNITY NO. 48041, PANEL NO. �„� Y/�/ 0 ti 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992, BUT ZONE X IS CONTAINED WITHIN THE LIMITS OF THE TRACT. _i p 0 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS, 0 Q 0 U a- 4- 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM Z ANY PUBLIC RIGHT–OF–WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4.. EN14ANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERNMNED BY TI -IE 0`0,11ER, BUT GREY OR Ta.ATURAL CONCRETE- COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE 1S SHOWN. ljj�p gyp//�6. 100o COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL G A1� OR T ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACEN J CONSTRUCTION. N CLIENT INFORMATION. APR 2 6 2007 CoCS PARKS DEPARTMENT DIMENSIONAL CONTROL NOTES: /o PETER ETE VA TAPE 1 ROAD COLLEGE STATION COLLEGE STATION, TX 77840 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PUP. OSES.EN(G NEEILE JID OFF: (979) 764-3412 INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDEfdTIAL. WHEN FAX: (979) 764-3737 ISSUED, IT'S USE IS INTEND SOLED' FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED ONLY AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM FILENAME 029SEC1A I SCALE: 1"_-20' OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO .ANY RESULT -3 GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERST.AIdDS AND SUBMITTED DATE: h4ARCH 19, 2007 AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND DRAWN BY: A.J.B. RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL. RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. CHECKED BY: R.A.M. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD FIELD BOOK: 7 PAGES: 52-56 VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. RABON METCALF ENGINEERING 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. CLIENT NO. PROJECT NO. 4. UNLESS OTHF_RWISF SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CUF`B) AND 2'-0" FOR SIDEWALKS. 209 0298 /t/LIX. 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. 6. T.B.M. "1": TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER. OF THE INTERSE OF THOMVON ST. EANOR ST. \X (ELEV.=313.03' HAD 83). DIT nninn S Air* Vu I fiJIMPLIANCE APR ) 6 2007 AJ COLLEGE STATION DEVELOPMENT SE . 4 U NOW OR FORMERLY 3 JAMES & ANDRE STEEN 1 lei 2 25 LOT 3, BLOCK I HRDLICKA SUDIVISION 2 �C0 3 }�1- ZONED: R-1 © 1 2 C? NOW OR FORMERLY BOBBIE JO ALEXANDER TRUST Q s LOT 13-17 & 1-81, BLOCK 4& 5 * 1 3 4 HRDLICKA SUDIVISION 4 2 5 ZONED: C-1 5 �4 6 7 7 0 NOW OR FORMERLY K O,y COLLEGE STATION TEXAS (}�b � , SOUTHGATE VILLAGE, LTD. 1 �C) ,> SOUTHGATE VILLAGE APTS. INSET9 'o ZONED: R-1 & R-6 MAP ${v J 11 � 12 GENERAL CONSTRUCTION NOTES: 1_ THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER. CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. f 2. THE 2006 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, STREET AND SIDEWALK CONSTRUCTION ` 16107 ARE ISSUED FOR THIS PROJECT. CONSTRUCTION DRAWINGS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE ISSUED PRIOR TO THIS CONSTRUCTION PLAINS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE DATE ARE REPLACED BY FIELD. TtIE II•IFORM.A.T1Old IS HOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE, IT IS THE COIITPACTOR'S RESPONSIBILITY TO AVOID THIS SET &SHOULD NOT ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION_ THE CONTRACTOR SHALL BE USED FOR ALSO NO1lFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONSTRUCTION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 �P... .. .I LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 * .• •• ^!'V CoCS: ELECTRICAL DIVISION - (979) 764-3660 / RABON AA.. METCA..... a CoCS: WATER & SEWER DIVISION – (979) 764-34-35 io •. ...... VERIZON: JIM SURVANT (979 821-4300 ®� 88583 - e ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 ����pG?-,`�/CE}i;S��••'•t SUDDENLINK: MIKE LAVENDER - (979) 846-2229 �gd Sy�hJAl•E�,`4� 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES .ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LIME WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTIOI'•J OF THE WORK, THE CONTRACTOR SHALL MA111TAIN THE PROJECT SITE IN AN ORDERLY AI�JD ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS. TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. z ,�' 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE � 0 ■ ■ e MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES 01\1 THE ORIGINAL TRACINGS, LABELING EACH SHEET 1N THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.. Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED 01',J THE JOBSITE. < � ®V) Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, �— z W DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. < O F– ry F- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS LiF_ 0 � F- FOR ,ALL WORK SHOWN. ~ z Ldp 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS I � V C —i < W V OR BETTER. •GW -1 OO SITE NOTES: � � _j > Z Ly m 1. THIS SITE DOES I40T LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA. FIRM COMMUNITY NO. 48041, PANEL NO. �„� Y/�/ 0 ti 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992, BUT ZONE X IS CONTAINED WITHIN THE LIMITS OF THE TRACT. _i p 0 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS, 0 Q 0 U a- 4- 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM Z ANY PUBLIC RIGHT–OF–WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4.. EN14ANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERNMNED BY TI -IE 0`0,11ER, BUT GREY OR Ta.ATURAL CONCRETE- COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE 1S SHOWN. ljj�p gyp//�6. 100o COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL G A1� OR T ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACEN J CONSTRUCTION. N CLIENT INFORMATION. APR 2 6 2007 CoCS PARKS DEPARTMENT DIMENSIONAL CONTROL NOTES: /o PETER ETE VA TAPE 1 ROAD COLLEGE STATION COLLEGE STATION, TX 77840 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PUP. OSES.EN(G NEEILE JID OFF: (979) 764-3412 INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDEfdTIAL. WHEN FAX: (979) 764-3737 ISSUED, IT'S USE IS INTEND SOLED' FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED ONLY AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM FILENAME 029SEC1A I SCALE: 1"_-20' OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO .ANY RESULT -3 GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERST.AIdDS AND SUBMITTED DATE: h4ARCH 19, 2007 AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND DRAWN BY: A.J.B. RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL. RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. CHECKED BY: R.A.M. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD FIELD BOOK: 7 PAGES: 52-56 VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. RABON METCALF ENGINEERING 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. CLIENT NO. PROJECT NO. 4. UNLESS OTHF_RWISF SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CUF`B) AND 2'-0" FOR SIDEWALKS. 209 0298 /t/LIX. 5. A BOUNDARY SURVEY WAS NOT COMPLETED ON THE GROUND, BUT A GENERAL TOPOGRAPHICAL SURVEY WAS COMPLETED ON THE GROUND BY RME FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. 6. T.B.M. "1": TOP NUT OF FIRE HYDRANT AT THE SOUTHWEST CORNER. OF THE INTERSE OF THOMVON ST. EANOR ST. \X (ELEV.=313.03' HAD 83). DIT nninn S Air* Vu I fiJIMPLIANCE APR ) 6 2007 AJ COLLEGE STATION DEVELOPMENT SE . [MOTE 100% COVERAGE OF GROUNDCOVER,DECORATIVE PAVING DECO ROCK,OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT 6 INDIAN HAWTHORN r� I'__'_)'LANDS,SWALES, AND DRAINAGE AREAS THE PARKING LOT SETBACK, (TO MATCH EXIST.VARIETY) RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING 5 GAL. 3' 0. C. EXIST.HACKBERRY HNUH.LINE ........... 36 DWF.BURFORD HOLLIES,5 GAL,3'O.C. 6 LIVE OAKS 30 GAL.Y2 " CAL.MIN. 0 20 0 20 NEW P A R K I NC'� T OT \-I /8" x Y7 4" STEEL EDGING _____6 CEDAR ELMS,30 GAL. 2 CAL.MIN.,- CEDAR ELMS 30 GAL. Lus Scale 1 20' PAVILION 'We ................... .. ............ ...... ............. ...... ------- TREES, WITH '.CJRCLr___ TO -BE BARRICADED----- ......................... ...... PER. DETAIL -THIS ..SHFE-I . .................... 6 LIVE OAKS 30/ GAL., 2"CAL. II!�1111,'�,II�JI�� .....Nl�,��.I . . . . . . . . . . . . . . . . . . . . . -- -------- -------------- --- SRJ�\- .......... . X_ 77--���_.4 -EXIST-. CEDAR- ELMS, -2---3 CAL. . . . . . . . . . . . . (D 0 ........ ... 6- EXI-ST IND ,_HAWTHORN- _'__ .............. .. .......... f . . . . . . . . . . . . . . 0.. . . . . . . . ------- ------ -------- ------ I N D HAWTH-cl RN ................... ..... ...... ......... ...... .................. ................... .................... ---------- ------------------ OFFICE ...................... .................... .............. . ....................... (D .............. ............. .. .................... ........... ........ < ....... ........ SHOP -- ------------- 0 . .............. .......... ...... X - A k NOTE: EXCAVATE 6" EXIST. SOI L FOR SHRUB BEDS AND ADD 6 MIXED TOPSOIL 1/3 TOPSOIL,1/3 COMPOST,1/3 MULCH ADD 2" MULCH ON TOP TOP OF MULCH TO BE LEVEL WITH TOP 11T OF CURB EXIST. TREE BARRICADE BARRICADE DIA. (TREE CAL. x 12) + 12" EXISTING TREE 8 INDIAN HAWTHORN (TO MATCH EXIST.VARIETY) 5 GAL, S O.C. /�4! X 4" EDGING o" STEEL EXIST -LIVE OAKS THOMPSON ST. ARRiCADE AS PER DETAIL STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING 12 CUAGE GAL WIRE ENCASED IN 1" DIA. RUBBER HOSE (21) 2"x2"x8' PINE STAKES OR METAL "T" POSTS PLANT SO THAT TOP OF ROOT BALL IS 2-3" ABOVE THE FINISHED GRADE FORM TREE WELL 8- IN HEIGHT SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS REMOVE EXIST. SOD, BREAK SOIL TO 8" DEPTH PLANTING MIX: 1/3- TOPSOIL 1/3 COMPOST 1/3 DECOMPOSED PINE BARK MULCH 3 X BALL DIA. UNDISTURBED SOIL FERTILIZER TABLETS TYPICAL TREE PLANTING ON LEVEL GROUND SCALE: NOT TO SCALE LANDSCAPE LEGEND SITE AREA= 18,850 S.F. 18,850 = 18.85 18,86=5 X 30= 565 PTS. 1,000 800 PTS.MINIMUM REQUIRED 77' STREET FRONTAGE 77 =1.54 1.54X300=462 PTS.REQ. 50 TOTAL PTS.REQUIRED= 1,262 STREETSCAPE 77 —3 TREES REQUIRED 25 .UANT. BOTANICAL NAME COMMON NAME SIZE PTS. I TOTAL 36 ILEX CORNUTA BURFORDI NA NA DWF.BURFORD HOLLY 5 GAL, 10 360 16 RAPHIOLEPIS INDICA INDIAN HAWTHORN 5 GAL. 10 160 5 QUERCUS VIRGINIANA LIVE OAK OGAL ='.1 "CAL. 150 750 8 ULMUS CRASSIFOLIA CEDAR ELM 30GAL. Z_1"CAL. 150 1,200 3 QUERCUS VIRGINIANA LIVE OAK 30 GAL. FOR STREETSCAPE . 1 2 "CAL. 150 1,200 ALL PLANTINGS MUST BE IRRiGATED.AN IRRIGATION PLAN WILL NEED TO BE SUBMITTED,REVIEWED, APPROVED AND INSTALLED PRIOR TO ANY ISSUANCE OF A CERTIFICATE OF COMPLETION FOR THE PARKING LOT COMPLIANCE APR 6 2007 COLLEGE STATION DEVELOPMENT SM, p TOTAL 2,920 Lo F A PETER B.VANECEK 602 4 C' DATE: March 29,07 PLANNER: Peter B.Vanecek REVISIONS: April 9, 07 April 23,07 SCALE:1 "=30' NORTH CLI-AINUK Z:51- r-Al31.U%-)lJ0Lr- L nLLr, VMLVL NOTE- ADJUST & EXIST TRF_E BUBBLERS, TO WATER EVENLY - IOZZLE(FLOOD, #514-20) IRPLE TOP OF MULCH LANDSCAPE CONTRACTOR MENT OF BUBBLER TERING RING) it 3-29-07 P L�VVER'--.— Peter B.Vanecek REVISIONS: 4-9-07 go PETER _VAN (SHEET: 5411 isa OF CIA 00 C/) 0 f -- Q x JGLd 01-- > 0 m 0 2LLJ 0 'LL - Co Lij 0 CD LL, 0 it 3-29-07 P L�VVER'--.— Peter B.Vanecek REVISIONS: 4-9-07 11 rmu-FOR COMPLIANCE APR 2 6 2007 COLLEGE STATION g DEVELOPMENT SERVIC go PETER _VAN (SHEET: 5411 isa OF 11 rmu-FOR COMPLIANCE APR 2 6 2007 COLLEGE STATION g DEVELOPMENT SERVIC �Op FF �,I� PATRICIA STREET DIST. SS MH 400 University Drive, LLC // OF �� �� (20' R.O.W.) Jir— SHEET DESIGNATED AS L-1. PROP. STD. VERTICAL CURB -DOWEL Cgti Yp� L 2. THE SUBJECT PROPERTY DOES NOT UE INTO EDGE OF EXIST. PAVEMENT CIVIL/SITE ENGINEER; IDENTIFIED BY THE FEDERAL EMERGENCY SS SS SS SS SS SS SS SS SS — SS SS SS SS — SS — SS SS -- SS - — SS — SS — SS No. 48041CO144 C. DATED JULY $ 1992. 3407 Tabor Road Bryan, TX 77808 EDGE OF STREET(FLATlcoso Telephone (979) 778-2810 PROP. 6' S/W WITH Fox (979) 778-0820 A PERENNIAL GRASS IS REQUIRED IN PARKING / No CURB) � -11.0,<7 LOT ISLANDS, SWALES AND DRAINAGE AREAS, BRICK PAVERS THE PARKING LOT SETBACK, RIGHT–OF–WAY, 7 7GG.OV'7G0./1 100.6 ,� 2714 Finfeothor Road CONSTRUCTION. Bryon, Texas 77801 es, S Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED PROP. STD. FROM VIEW OR ISOLATED SO AS NOT TO BE .( VISIBLE FROM ANY PUUC RIGHT–OF–WAY OR LEGEND � � VERCURB AND CUTTER — UT — EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE — EUE— POST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHAD, — lV EXIST. WATER UNE BE COORDINATE) W TH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A — ss — ss — EXIST. SANITARY SEWER LINE � EXIST. VER17.ON 1.11-1— 1–� t� I _4+?a-- u j I – EXIST. TRANSFORMER?F –ADJUST LOCATION I@1 EXIST. WATER METER BY ETHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW (Oj EXIST. MANHOLE PRO AS . TRAFFIC COLLEGE STATION DE9� AND INSTALLED PER CITY ORDINANCE Earl Rudder s n+.t2 I I 1 C B - ` CURB - BO D UTIu VES O ,�P°fig C CON Course ( �,� i°ost; I _) EXISTI I_(D 10' Xtol.4a SPOT ELEVATIONS OF EXIST. GRADES PROP. 6• n NOT TO SCALE VICINITY MAP ONNER/OEVELOPER: GENERAL NOTES: 400 University Drive, LLC // 3350 McCue Road /1504 1. LANDSCAPING IS SHOWN ON SEPARATE Houston, Texas 77056 SHEET DESIGNATED AS L-1. Telephone (832) 262-1927 FH2O0'0 Fax (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT UE WITHIN THE 100–YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER; IDENTIFIED BY THE FEDERAL EMERGENCY CSC Fng.1,t—Ing & Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL. Coneultante, Inc. No. 48041CO144 C. DATED JULY $ 1992. 3407 Tabor Road Bryan, TX 77808 3. 100% COVERAGE GROUNDCOVER, Telephone (979) 778-2810 OECORATiVE PAVING, DECORATIVE ROCK, OR Fox (979) 778-0820 A PERENNIAL GRASS IS REQUIRED IN PARKING 50.00' LOT ISLANDS, SWALES AND DRAINAGE AREAS, SURVEYOR: THE PARKING LOT SETBACK, RIGHT–OF–WAY, Carfomagno Surveying, Inc, AND ADJACENT PROPERTY DISURSED DURING 2714 Finfeothor Road CONSTRUCTION. Bryon, Texas 77801 4, ALL ROOF AND GROUND–MOUNTED Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED Fax (979) 775-4787 FROM VIEW OR ISOLATED SO AS NOT TO BE .( VISIBLE FROM ANY PUUC RIGHT–OF–WAY OR LEGEND � � RESIDENTIAL DISTRICT WITHIN 150' OF THE — UT — EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE — EUE— POST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHAD, — lV EXIST. WATER UNE BE COORDINATE) W TH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A — ss — ss — EXIST. SANITARY SEWER LINE UNIFIED APPEARANCE. PROPERTY BOUNDARY fw? EXIST. GAS METER (70 BE ABANDONED) g IRRIGATION SY57EM WILL BE PROTECTED I@1 EXIST. WATER METER BY ETHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW (Oj EXIST. MANHOLE DEVICE, OR A DOUBLE–CHECK BACK FLOW DE9� AND INSTALLED PER CITY ORDINANCE t3 PARKING SPACE NUMBER HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE Xtol.4a SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION )000.0! SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. —► DIRECTION OF PROPOSED 7, SEE CONSTRUC71ON PLANS FOR DUMPSTER DRAINAGE SHEET FLOW SCREEN DETAIL ABBREVIATIONS: & SEE CONSTRUCTION PLANS FOR PAVEMENT TC – TOP OF CURB AND CURB DETAIL TP – TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL UNES TW – TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE PCC – PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 1007E RESPONSIBLE FOR Ste' – SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAD U.E. – UTILITY EASEMENT AND FENCING, P.U.E. – PUBLIC UTUTY EASEMENT PARKING OFF-STREET PARKING REQUUMAENTS A. TOTAL NUMBER OF PARKING SPACES BUILDING BUILDING SIZE, UNITPARICING EXTENDED NUMBER TYPE OR square feet REQUIREMENTS, OFREQUIRED USE parking spaces persq./R PARKING SPACES' PROP. RESTAURANT/COFFEE –7,000 sq. R 1 space / 100 sq. It cf bldg. area 70 HOUSE TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS (VA7+AM �yo) 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SECT. 7A31A W teo) TOTAL PARKING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 2650 2 1 51-75 3 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSIBLE I 1 0 EXTRA VAN ACCESSIBLE (PART OFTOTAL) I 1 0 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER �M t f-� d ZtV .Q — O�mJ-N �ro Uo 0 � Zm REECE. BILUE J, KATHLEEN DUDLEY, & CAROLYN MATHESON BOYEIT, BLOCK 2, LOT 5 (PART OF) VOL 6889, PG 190 & 193 ZONED NG -1 0 H K H GROUP LLP r BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) fm70'i I _ VOL. 7068, PG 116 ZONED NG -1 D_ Z — — — — 0 J� as �o N I az aFno - o QN N Zoo OJ Jm w x O m _Xl 1.I _ SIDEWALK - 1 �' IDEWALK1,.' P. E 1 i 9.00' a PROP. 8' WOOD �. SEE �OIE 9" Typ• o SCREENING FENCE I (WITH WATER SEALANT) to ffs't i.C3 ED DUMPSTER PAD I^101'pROP. DOUBLE CLOSURE01't 'Ctco.ca NN GATES W/PROP. ODS AND PROP. HANDICAP pppp PROP, ROD HO IN PAVEMENT ACCESS RAMPS I' -101.o ( I �' ��� $ ' - 100.06 5a n 100,10 I I FL0 3 EXIST. WOOD FENCE �OUMPSIER I vl PROP. 7' PCC PAVING N ' m toazs ¢ - a (REPAIR AND 3 PARI ( 1 EDGE OF PROP. u) $ REPOS71ON AS NEEDED) 8 tpt.0+ I[PROP. GUTTER Yg 1NANDICAP (7 E�w 1st I 1 k2AAtP EXIST. REMOVE EXIST. 4' Zg g o 101.15 I ilt GRAVEL S/W ANO Vra g= PROP. 4' S B 1 ( /W PARIaNG REPLACE WITFI 6' g$ Z i r ,.+H TP S/W WITH 8 ICK J1.78 to... ,. yT 101.34 PAYERS ;$ a EXIST. SS MH X 100.'.17 O z 0 C Xtm 00 0. va; (MODIFY TOPS >`70t ,,z PROP. 6' E tolls SIDEWALK J s AS REQUIRED SCREENING FENCE 1 I ) WITH BRICK ❑ ❑ Ex�snwc EmLnrac ot.a f e _ lo+ ,n EXIST. CONCRETE PAVERS ; a' 04CROA„ M,01T d AOS [ ---EXIST. h' 1 CI Xtot ` i 0 BE EM r SIDEYlAL{< n.46 1 a l Ott 1 PROP. /W TYP. PROP. 'STD.' o' AND GU CURB 1.73, F-'�1oz.oa 13 ^ AND GUTTER. X,pt 75 tat f0 VARY HEIGHT OF C C VERT. s %yob as Xmt. CURB - .< w CONSTRUCTED CURB TO MATCH o EXIST. CURB DIST. TRANS., -_) 1N- n ,!y A' _ t,; a.1'd �,� �q, _ 8�:xisT,,,t��z' vrnrrR e zi <? a( a 4 SEF IC LINE 0 – / I CONSTRUCTION a 1.96' BROP S CURB ((1 3.41' 0 Cn AND LOG, -6,5' [ABANDONED ASt,tE-TO BE ,XJST' REMOVED BY OWNER CO'ERD- EXIST. METER 60% ENTRANCES TO BE ADJUSTED Q' AS NECESSARY FOR PROP, SW W a O OWNER: 400 UN SITY DRIVE, LLC BOYETT, BLOCK 2, LOT 8 & 9 O a00 VOL 641 PG 279 , w 0 LOT 8 ZONED NG -1 LOT 9 o O W BLOCK 2 BLOCK 2 'rTT (7 Ota � U W :rn �0 0 Cn ONE STORY v BRICK BUILDING CONCRETE WALK RKING PARKING LINE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) COVERED 12' ENTRANCE 50.00' S 45'00'00' W 100.00' 3.53'--j // FH2O0'0 UU)U UNIVERSITY DRIVE AND TAUBER o © SHEETTITLI 50.00' SITE 10 0 10 FEET I NOT TO SCALE Earl Rudder Golf Course co N \ 4 � J � e o VICINITY MAP GENERAL NOTES: 1. 100% COVERAGE GROUNDOOVER, DEODRATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL CRASS IS REQUIREDIN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WATHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WATH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WLL BE PROTECTED BY ELTHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WALL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SYMBOL SIZE � 011 POINTS EXTENDED POINTS 21- TO a4• PROP. CALIPER LIVE OAK TREE auER y S VG ANA mm 5 150 750 PROP. a AK MMTLE (DWARPT 45 10 4ao GALLON (YIN. V NIGH AT PLANTING TT9CA COWMA VA TOTAL POINTS PROPOSED: 1.200 N300 - 490 POINTS (x0' AREA OUT= OF TWANG MAN 25 CANOPY TREES 5 CANOPY 7REE9 PRONOEO) POINTS PER PROJECT APER: 17.91) SQUARE PEET PER PROJECT AREA (191OLE LAT —SLAM AND PMIONG AREA) 17,943/1000 - 17.94! 17. 30 - 53&29 - a39 POINTS NOTE: wfl to wrNm all mw gmtiTps krrtmM4top and .II M od by a a Ufl d 4uLa0w TOTAL POINTS REQURED: 1,019 PATRICIA STREET (20' R.O.W.) — SS — S S— SS SS SS — S S SS — SS— SS SS EXIST. EDGE OF © /— STREET (FLAT UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) EXIST. SS MH PROP. STD. VERTICAL CURB SS -- SS SS PROP. 6' S/W WITH BRICK PAVERS 10 .l0 10 •oo PROP. STD. a VERTICAL CURB ..—EXIST. TRANSFORMER PROP. HANDICAP b , I ACCESS RAMPS U)j C C7 �w DOWEL 2' OF PROP. SI/W INTO 4 $ EXIST. 4 S/W TO> gqg CREATE 6' S/W e9�$ $; o 11 0�� 00 3❑ -m .--EXIST. .' SIDEIYALI, b � :I m W Vo XiST,eJ2" 4Y1TFR SERVICE LINE y rC) v O � T/] W �H LTJ LZH Q Q O � FT�jaW C/1 r�i W W�a 0 U H o V/ o SHEET TITLE: LANDSCAPE PLAN i .BATEf 03/05/07 A 'ASS FC D " 10 0 10 FEET SHEET 1 OF 1 " S° SNF PATRICIA STREET (20- R.O.W.) EXIST. SS I.IH PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT o�p NFNn OF AND BLDG. -6.5' GAS - SS SS - S S SS SS 5S SS 5S SS SS - 5 S S S1 I, f, f f SS - S S SS SS S S-- SS S5 SS GO EXIST. EDGE OF a STREET (FLAT 100.30 OWNER/DEVELOPER: GENERAL NOTES: PROP. 6' S/W WITH AS NECESSARY v fdo GURei v, �a G, Houston, Texas 77056 BRICK PAVERS T � IOO.CO''700.71 f00.vu E dJ ,a. TTY DS�RIVE, LLC ITY WITHIN THE 100 -YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER: I r- v o `.d'. ° 0110 PROP. STD. Consultants, Inc. 1 Fes.'--�a1s-- tt -eut :fit bIT ;. >:r-�.,-_ ',_4,7T- ? •-Eo---AN a VERTICAL CURB Telephone (979) 778-2810 ne (979) EXIST. VERIZO14 IdH- 1�J 0e I I _ -EXIST. u j I - - - - T-PANSFORL.ER -ADJUST LOCATION LOT 9 LOT ISLANDS, SWALES AND DRAINAGE AREAS, U THE PARKING LOT SETBACK, RIGHT-OF-WAY, AS REQUIRED BY AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2714 FInteather Road 6' VERT'EDUARD PRO TRAFFIC - COLLEGE STATION UTILMES ECrf Rudder GOIf Course oa.06` I I LL -I EXIST, 10 CURB - I- PROP. 6' O o, C 0 m� itic S/W LABANDONED BETWEEN o�p NFNn OF AND BLDG. -6.5' GAS - 3.41' METERS -TO BE EXIST. METER BOX REHOVED BY OWNER NOT TO SCALE VICINITY MAP To BE ADJUSTED OWNER/DEVELOPER: GENERAL NOTES: 400 University Oriv% LLC AS NECESSARY 3350 McCue Road ►1504 1. LANDSCAPING IS SHOWN ON SEPARATE Houston, Texas 77056 SHEET DESIGNATED AS L-1. Telephone (832) 262-1927 Fax (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT UE TTY DS�RIVE, LLC ITY WITHIN THE 100 -YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER: IDENTIFIED BY THE FEDERAL EMERGENCY CSC Engineering & Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL Consultants, Inc. No. 48041CO144 C. DATED JULY 2, 1992. Tabor Road Bryan, Bryan, 3. 10OX COVERAGE GROt1NDCOVER, Telephone (979) 778-2810 ne (979) DECORATIVE PAVING, DECORATIVE ROCK, OR Fox (979) 778-0820 A PERENNIAL GRASS IS REWIRED IN PARKING LOT 9 LOT ISLANDS, SWALES AND DRAINAGE AREAS, SURVEYOR: THE PARKING LOT SETBACK, RIGHT-OF-WAY, Corlomagno Surveying, Inc, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2714 FInteather Road Bryan, Texas 77801 Telephone (979) 775-2873 4. ALL ROOF AND GROUND -MOUNTED Fax (979) 775-4787 MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE LEGEND VISIBLE FROM ANY PULIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE - UT EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE - EUE -- EXIST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHALL - Y; EXIST. WATER UNE BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A - ss - ss -- EXIST. SANITARY SEWER UNE UNIFIED APPEARANCE. PROPERTY BOUNDARY EXIST. GAS METER (TO BE ABANDONED) 5 IRRIGATION SYSTEM WILL BE PROTECTED EXIST. WATER METER BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW O EXIST. MANHOLE DEVICE, OR A DOUBLE-CHECK BACK FLOW t3 PARKING SPACE NUMBER DEVICE,AND INSTALLED PER CITY ORDINANCE HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE ;(101.;3 SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION )cam SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. ',. -► DIRECTION OF PROPOSED DRAINAGE SHEET FLOW 7, SEE CONSTRUCTION PLANS FOR DUMPSTER SCREEN DETAIL ABBREVIATIONS: S. SEE CONSTRUCTION PLANS FOR PAVEMENT TC - TOP OF CURB AND CURB DETAIL TP - TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL LINES TW - TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 1008 RESPONSIBLE FOR S/W - 51DEWALK THE REPLACEMENT OF THE DUMPSTER PAD U.E. - UTILITY EASEMENT AND FENCING. P.U.E. - PUBLIC UTILITY EASEMENT PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUMBER OF PARKING SPACES BUILDING BUILDING SIZE, UNIT PARKING EXTENDED NUMBER TYPE OR sgaurc feet REQUIREMENTS, OFREQUBRED USE purling spaces per sgdft PARKING SPACES, PROP. RESTAURANT/COFFEE -7,000 sq. ft 1 space / 100 sq. ft ofbldg. arca 70 HOUSE TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS /vWawar I1011[311D 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SM.. 74" OF We) TOTALPARKING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 C 26.50 2 1 51.75 3 I FOR 56 SPACES PROVIDED, 3 ACCESIBLL• SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSBILE I 1 0 EXTRA VAN ACCESSIBLE (PART OF TOTAL) I 1 DEXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER 1D M a. zN oSO m,o �ro o 11,,01 2, m REECE, BILLIE J, KATHLEEN DUDLEY, & CAROLYN MATHESON BOYETT, BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 n H K H GROUP LL.P BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) M I VOL. 7068, PG 116 rn ZONED NG -1 D t -r 4 J� a- n. I z aro J.{{�0Z QN JN Zoon 0J Jm w 0 m _ ilSl.� 10 S.. SIDEWALK PROP. 8' WOOD PIE. E. I I TYP. l' ""' SCREENING FENCE �d SEE OTE 91 (WITH WATER SEALANT) 100.75 1, 1,6a FOR DUMPTER PA SD Y, I I 1 ,°,I 1 x101.• )( PROP. DOUBLE CLOSURIi07'tt 100.66 wJ GATES W/PROP. BOOS AND PROP. ROD HOLES IN PAVEMENT X- - I I 1 PROP. ORe1NAGE_ g maeo, tt "" TRASH EXIST. WOOD FENCE DUP1 ( l PROP. 7' PCC PAVING N �P51ER (REPAIR AND 3 REPOSRON AS NEEDED) ,91.01 1 iROPICAP b01.11 J I]fRAA1P EXIST. p iotas' GRAVcL PROP. 4' SAW PARKING z I SIH TP A.78 10 \\ EXIST. SS MH )`100.07 1.70' a: X,of oa I' (MODIFY TOPS X101.42 PROP. 6' ' 0 1o1.3s 10 i`3 AS REQUIRED) SIDEWALK PROP. WOOD WITH BRICK SCREENING FENCE PASS 01.33 101 40 a,Isnr;c eminmc � EXIST. CONC ETE EIRCROICHIdEUT FO R N11 n.4.6'<� uto1�; a (�j1rL1a 0 BE f ADS7,6. 1 a m n PRO . z1",07 75 m1�.a VERT. { �b c5)pol. CURB - 67 8 EXIST. TRANSFOP.MER­_- V! Cod-- e dJill, CONCRETE WALK RKING PARKING UNE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) 12' EXIST. - COVc"RD- ENTRA.NCES LOT 8 BLOCK 2 50.00' COVERED ENTRANCE PROP] S/W LABANDONED BETWEEN CURB NFNn OF AND BLDG. -6.5' GAS - 3.41' METERS -TO BE EXIST. METER BOX REHOVED BY OWNER To BE ADJUSTED AS NECESSARY FOR PROP. SW Wa0 W- I UN UN UN TTY DS�RIVE, LLC ITY Q 0 E- ' O 2, LOT B & 9 00 641 PG 279 -rn 'T NG -1 �UW LOT 9 . �rn 0 BLOCK 2 ONE STORY BRICK BUILDING S 45100'00' W 100.00' 50.00' PROP. HANDICAP ACCESS RAMPS -TYP. Tn s _ 100.36 � 22 }Iy@t� pgk 4 P 100.25 6 '� -EDGE OF PROP. w 11FFb GUTTERREMOVE ggg g S/W AND IST. 4' Z`h,€s6 6 FREPLACE WITH 6'Y S/W WITH BRICK��o 1o,."PAVERS Q � Ail, d . a 1V ' _ 7 ; �-EXIST. 4' SIDEYtALK PROP. 'STD.' VERTICAL CURB AND GUTTER. VARY HEIGHT OF w CONSTRUCTED CURB TO MATCH g EXIST. CURB c E SER,V2" WATER SERVICE LINE F NFNn OF 0 a 2 - CONSTRUCTION 3.41' �7 O Wa0 W- Q 0 E- ' O 00 E- W -rn Ain �UW . �rn 0 U O C/� � d0' � U FH 200' t9 0 UNIVERSITY DRIVE AND TAUBER © SHEET TITLE: SITE f PLAN /- Ut WN m' D 3/1 SL159A: AREW MFi C 10 0 10 FEET S sr Ql-- L RE O PATRICIA STREET O � �<P 0�3' O�•1,t, "� y rl ¢P 2 ¢" c0 FJOf'�� �. .p CONSTRUCTION FSF o`y 0 NOT To SCALE VICINITY MAP / - S° SS SS SS SS SS SS SS SS SS G OWNER/OEVELOPER: GENERAL NOTES: 400 University Drive, LLC SS SS So 3350 McCue Road +1504 1. LANDSCAPING IS SHOWN ON SEPARATE Houston, Texas 77056 SHEET DESIGNATED AS L-1. Telephone (832) 262-1927 PROP. 6' S/W WITH Fax (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT UE TP !� .,v:o.�a WITHIN THE 100 -YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER: IDENTIFIED BY THE FEDERAL EMERGENCY CSC Engineering & Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL Consultants, Inc. No. 48041CO144 C. DATED JULY 2, 1992. Tabor Road Bryan, Bryan, 3. 1OOR COVERAGE GRCUNDCOVER, Telephone (979) 778-2870 ne (979) DECORATIVE PAVING, DECORATIVE ROCK, OR Fax (979) 778-0820 A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, SURVEYOR: THE PARKING LOT SETBACK, RIGHT-OF-WAY, CaHomagno Surveying Inc, AND ADJACENT PROPERTY OISURSED DURING CONSTRUCTION. 2714 Finfeather Road m Bryan, Texas 77801 4. ALL ROOF AND GROUND -MOUNTED Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED Fax (979) 775-4787 FROM VIEW OR ISOLATED SO AS NOT TO BE v VISIBLE FROM ANY PUUC RIGHT-OF-WAY OR LEGEND RESIDENTIAL DISTRICT WITHIN 150' OF THE - UT EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE - EUE-- EXIST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHALL BE INATED WITH THE - kV/ EXIST. WATER UNE ARCHITECTURE E AND SCALE TOUING MAIINTAIN A - ss - ss - EXIST. SANITARY SEWER UNE UNIFIED APPEARANCE. PROPERTY BOUNDARY EXIST. GAS Mf:tER (TO BE ABANDONED) 5 IRRIGATION SYSTEM WILL BE PROTECTED EXIST. WATER METER BY EITHER A PRESSURE VACCUM BEAKER, A REDUCED PRESSURE PINCIPLE BAC( FLOW EXIST. MANHOLE DEVICE, OR A DOUBLE-CHECK BACK FLOW �Ic t,12 ( I 109.58 { ) ( I f DEVICE, AND INSTALLED PER CITY ORDINANCE to PARKING SPACE NUMBER HANDICAPPED PARKING BO D PROP. 6' O AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE X,ot,a SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION )OODA SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. -r DIRECTION OF PROPOSED 7. SEE CONSTRUCTION PLANS FOR DUMPSTER DRAINAGE SHEET FLOW SCREEN DETAIL ABBREVIATIONS B. SEE CONSTRUCTION PLANS FOR PAVEMENT TC - TOP OF CURB AND CURB DETAIL TP - TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL LINES TW - TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 100X RESPONSIBLE FOR S/W - SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAO U.E. - UTILITY EASEMENT AND FENCING. P,U.E. - PUBLIC UTUTY EASEMENT PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUMBER OF PARKING SPACES BUILDING BUDAINGSIZE, UNTFPARKING EXTENDED NUMBER TYPE OR square font REQUIREMENTS, OFREQUIRED USE prirking.pnca p-q./R PARKING SPACES' PROP. RESTAURANT/COFFEE -7,000 sq. ft 1 space / 100 sq. tt ofbldg. sten 70 HOUSE TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS (VAMAHM F6310110) 1. REQUIRED NUMBER OF ACCESSIBLE SPACES 9=. 7AJIA OF 1100) TOTAL PARKING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1.25 1 1 26.50 2 i 51-75 3 I FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSIBB.E I 1 0 EXTRA VAN ACCESSIBLE (PART OF TOTAL) 1 1 DEXTRA PARKING NOTES: 1. CALCULATED NUMBER OP PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER. PATRICIA STREET EXIST. SS MH PROP (20' R.O.W.) 8 CURB PROP. STD. VERTICAL CURB -DOWEL LDG. -6.5'ABANDONED CAS - CONSTRUCTION METERS -TO BE REMOVED BY OWNER _ too.oc P 100.25 INTO EDGE OF EXIST. PAVEMENT / - S° SS SS SS SS SS SS SS SS SS G -- SS --SS CJ try SS SS So SS SS SS SS -- SS EXIST. EDGE OF STREET (FLAT 2, LOT 8 & 9 I1030 PG 279 PROP. 6' S/W WITH :V Ito CURB) ¢��gDD TP !� .,v:o.�a BRICK PAVERS 0Ytl ZZ$ 0 �FGg g H S/W AND FREPLACE WITH e' >y A H PROP. STD. ° I ('i's .. -m N'i -• _ �T 4A �UW VERTIGCURB GUTTERto0a0 m .02 EXIST. TRANSFORMER I v - - EXIST. VERIZOd 6H--0'0.1 -ADJUST LOCADON PROI TRAFFIC AS REQUIRED BY COLLEGE STATION n �Ic t,12 ( I 109.58 { ) ( I f EXIST ( CURB T 10 _ BO D PROP. 6' O UTILITIES to M �F-- �oa.z _LN yYNv - -- - - Booz om_a J 0> o� x0 U m REECE, BILLIE J, KATHLEEN DUDLEY, & CAROLYN MATHESON BOYETT, BLOCK 2, LOT 5 (PART OF) VOL 6889, PG 190 & 193 ZONED NG -1 n 0 H K H GROUP LL.P r BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) m VOL. 7068. PG 116 TIT ZONED NG -1 D Z - - - - J� o_ n. °a 0.Z aF,�o J�OZ N 4vO0 Zo> OJ Jm w x 0 m i "XIST. ! 10 S.. ! SIDEWALK - PROP. 1 P.L, E. I 1 I 9.00' PROP. 8' WOOD I� SEE OTE 9 �j I• SCREENING FENCE E(WITOR DUMPs C�u iec I � H WATER SEALANT) 11ROP. DOUBLE CLOSU°1' GATES W/PROP. RODS AND PROP. ROD HOLES IN PAVEMENT ai Xio1.o�t I I - PROP. DRAINAGE_ o TRASH I I FLOWS R EXIST. WOOD FENCE �DU MPS1ER i _i PROP. 7' PCC PAVING N (REPAIR AND 3 I T REPOSRON AS NEEDED) z 7I 1191 ROP. g 101.11 ( MiANDICAP o ,1.31 I t�t, AMP EXIST. 0 Iotas 1 GRAVEL B ( I PROP. 4' S/W PARKING Z TP J7.78 t0 EXIST. SS MH Xtco.07 (MODIFY TOPS X PROP. 6' ��IOi 00. 101.0.2 1.70 o �• aiot.3s Ito r"oSIDEWALK PROP. WOOD - AS REQUIRED) WITH BRICK SCREENING FENCE - - PAVERS Ex6110 BUILD,rlc ot.3a c 'o' ;" EXIST. CONK RETE ,NCROkCHGSeNT B ADS y, tots i 0 BE EMO r6 r tJH I - �=•Iiot n FIC R PROP. +,:. 0of T5 X101 13 1.73' �1. 1 X 6• R' .e� �.t;°iaYX101. CURB - EXIST. TRANSFORMER 4 1.96' CONCRETE WALK PARKING PARKING UNE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) EXIST. - COVERD- ENTRANCES LOT 8 BLOCK 2 ONE STORY BRICK BUILDING COVERED 12' ENTRANCE 50.00' S 45'00'00' W 50.00' PROP. HANDICAP �� `- W - l ` n PROP S/W 8 CURB AND LDG. -6.5'ABANDONED CAS - CONSTRUCTION METERS -TO BE REMOVED BY OWNER _ too.oc P 100.25 EXIST. METER BOX TO BE ADJUSTED C AS NECESSARY E FOR PROP. SW RSRY DRIVE, LLC OWNER: 400 UN BOYETT, BLOCK 2, LOT 8 & 9 VOL 64111, PG 279 ZONED NG -1 LOT 9 BLOCK 2 ¢��gDD ONE STORY BRICK BUILDING COVERED 12' ENTRANCE 50.00' S 45'00'00' W 50.00' PROP. HANDICAP /-EXIST. e' SIDEWALK PROP. -STD.' VERTICAL CURB AND GUTTER. VARY HEIGHT OF w CONSTRUCTED CURB TO MATCH EXISTT/. CURB _V SERVICE `qER TJ � ACCESS RAMPS -TYP. !n Itg CONSTRUCTION _ too.oc P 100.25 C7 O Cn C © E c SHEETTITLI FFQS "--EDGE OF PROP. GOITER u) SITE ¢��gDD j EXIST.REMOVE 4' 0Ytl ZZ$ �FGg g H S/W AND FREPLACE WITH e' >y A H O SS WITH BRICK -m G7 ; 0V) �UW m O v I dam' q ` _+ V 3 /-EXIST. e' SIDEWALK PROP. -STD.' VERTICAL CURB AND GUTTER. VARY HEIGHT OF w CONSTRUCTED CURB TO MATCH EXISTT/. CURB _V SERVICE `qER TJ � N END OF 0 �- a -� CONSTRUCTION 3.41' C7 O Cn © c SHEETTITLI ¢C SITE W O H A H O 0 Cn -m G7 0V) �UW m O v I dam' 10 0 10 FEET TJ 200' O UNNERSfTY DRIVEV UN AND TAUBER ► +....., © c SHEETTITLI SITE 10 0 10 FEET SWPP1-03 SILT FENCE FOR EROSION CONTROL NOT TO SCALE DIMENSION NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE — UT LEGEND ST. UNDERGROUND TELEPHONE LINES — EUE— EXIST. UNDERGROUND ELECTRICAL -- 4Y — EXIST. WATER LINE — ss— ss — EXIST. SANITARY SEWER LINE — — — — PROPERTY BOUNDARY EXIST. GAS METER (TO BE ABANDONED) 6 EXIST. WATER METER {Oj EXIST. MANHOLE 13 PARKING SPACE NUMBER HANDICAPPED PARKING AND UNLOADING ZONE r1a1• SPOT ELEVATIONS OF EXIST. GRADES X10062 SPOT ELEVATIONS OF PROP. GRADES —�- DIRECTION OF PROPOSED DRAINAGE SHEET FLOW ABBREVIATIONS TC - TOP OF CURB TP - TOP OF PAVEMENT TW - TOP OF SIDEWALK PCC - PORTLAND CEMENT CONCRETE S/W - SIDEWALK U.E. - U71UTY EASEMENT P.U.E. - PUBLIC UTUTY EASEMENT 8B - BACK TO BACK OF CURB BC - BACK OF CURB FC - FACE OF CURB FB - FACE OF BUILDING PATRICIA STREET (20' R.O.W.) 0J— ss ss ss -- ss ss ss ss — ss Ss ss Ss ss O— SS Ss ss Ss — ss ss ss -- SS A no' r UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) O 0 m A Ln O i m q 1 to 0 10 FEET U w DIMENSION & EROSION CONTROL PLAN PROD. NO.: B7025.1 01 DRAWN BY: MOK DATE 03//07 7-4 0 SCALE AS SHOWN APPR: MFC DRAWING: C-3 SHEET 30F4 ''E MESH O T -POST -- NT CON OLE�FABRIC 9T�dcYARER MYESFi� PMAINTAIN LQICHTER FAANNDI 8E�AN XC REEpTOLTQ HO EDCOMPACTEDBACK LFA^E'N FILLSILT PENCE AND/ FOR SED MENT TO HAY BALESTBEULATE USED IN AREAS OFED ALICN FENCE DRAINAGE FLOW. SLOPE CONTOURS. NATURAL GROUND?P[C00+ FFWW 4'X4' MIN. TRENOR. SWPP1-03 SILT FENCE FOR EROSION CONTROL NOT TO SCALE DIMENSION NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE — UT LEGEND ST. UNDERGROUND TELEPHONE LINES — EUE— EXIST. UNDERGROUND ELECTRICAL -- 4Y — EXIST. WATER LINE — ss— ss — EXIST. SANITARY SEWER LINE — — — — PROPERTY BOUNDARY EXIST. GAS METER (TO BE ABANDONED) 6 EXIST. WATER METER {Oj EXIST. MANHOLE 13 PARKING SPACE NUMBER HANDICAPPED PARKING AND UNLOADING ZONE r1a1• SPOT ELEVATIONS OF EXIST. GRADES X10062 SPOT ELEVATIONS OF PROP. GRADES —�- DIRECTION OF PROPOSED DRAINAGE SHEET FLOW ABBREVIATIONS TC - TOP OF CURB TP - TOP OF PAVEMENT TW - TOP OF SIDEWALK PCC - PORTLAND CEMENT CONCRETE S/W - SIDEWALK U.E. - U71UTY EASEMENT P.U.E. - PUBLIC UTUTY EASEMENT 8B - BACK TO BACK OF CURB BC - BACK OF CURB FC - FACE OF CURB FB - FACE OF BUILDING PATRICIA STREET (20' R.O.W.) 0J— ss ss ss -- ss ss ss ss — ss Ss ss Ss ss O— SS Ss ss Ss — ss ss ss -- SS A no' r UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) O 0 m A Ln O i m q 1 to 0 10 FEET U w DIMENSION & EROSION CONTROL PLAN PROD. NO.: B7025.1 01 DRAWN BY: MOK DATE 03//07 7-4 0 SCALE AS SHOWN APPR: MFC DRAWING: C-3 SHEET 30F4 8'_0•. ..__8'_0'1 �•_y 1 0� . I 12'-0' 7• CONCRETE DUMPSTER PAD g 2 a z o r4 s 24'-0' 0 0'-6• K a CONTRACTION JT. a �kC(R40REIE APPROACH PAD 16,_0• d4 01e• ,-0. 1 DUMPSTER ENCL. PLAN AND APPROACH PAD NOT TO SCALE 8' 0' —� 1 I I NTH THREADED CAP PIPE 4'-6 /4 O 12, O.C.E.W. 8' T--7— ��j 7 t'- 1' �-�- ..,-.. FATED SUBGRADE - SEE GENERAL NOTES SHEET C-1) 2 DUMPSTER ENCL. WALL SECTION NOT TO SCALE 1 X 6 CEDAR FENCE (COATED WITH WATER SEALANT) WITH 1 2• GAP BETWET?! BOARDS 1WTH ALVANIZED NAILS NAILED TO HORIZONTALS 2 X 6 •WOLMANIZED' PRESSURE TREATED HORIZONTALS GALVANIZED 3/6'0 U -BOLTS EACH 2 X 6 POST CONNECTION COUNTER SINK BOLT HEADS AND USE GALVANIZED WASHERS BETWEEN WOOD AND BOLT 2 1/4' GALVANIZED STEEL PIPE WITH THREADED CAPS PATRICIA STREET EXIST. (20' R.O.W.) PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT — SS SS SS SS SS -- Ss — SS SS I — SS SS SS Ss sS - — SS SS ss -- EXIST. EDGE OF F00S0 STREn- (Fu:T PROP. 6' S/W WITH 'iJ NO CURB) f002D !� .,iao e� I K PAVERS OiJO too,o�d'1e9ai'iaa.cc U °a ° 1 icn.co an ]RIM — — — — MH-rco.ttoJie'� �7c0zz -"_Im—�v'1o1as a "'X PROPSTD.EXIST, vERiZON VERTICL C U RB o ZG J?iI IT 9 AND GUTTER ��;iKlt,o2 I 10tdp o_SxIF EXIST. TRANSFORMER - -ADJUST LOCATION Z 1 N I AS REQUIRED BY to. PRO TRAFFIC COLLEGE STATION m I 6' VERT. BOLIARD UI LITIES �\ DUMPSTER ENCL. FENCE DETAIL a/n 8 CURB AND ILOG. ^,6.5' NOT TO SCALE ZONED NG -1 z z WEATHER DRILL DOWELS AT CURB - • LEAST INTO REMOVED BY Ot'BdER EXISTINGSIDEWALK� i� r/3 St00TM DOWEL O 12' O.C. BY 12' LONG (PLACE ONE DOWEL. AT CENTER UNE OF EXISTING OWNER: 400 UNRSITY DRIVE, LLC - wosa I I I PROP. 6" LOT 8 ZONED NG -i LOT 9 BLOCK 2 BLOCK 2 •+ J~ — — —. -Z — — SIDEWALK,ri 100A0 90 REGRADE AS ONE STO :Y I ' ItOD.� aF,r;m t. 1 PROP. GUTTER N O 10 %o zoo OJ MATCH GRADEZ 8 r m I I a? ( 0111,17" P1E0. POP. DUB % X-01 11 C 1001 OF EXIST. PAVEMENT -6* ERIT( ETAIL PERIMETER MRERD WALK "N GATES W/PROP. tao.¢e i iOOS AND 50.00' PROP. HANDICAP FOR CURB RREE7INF.) m N LONE S 45'00'00' W 100.00' ) I PROP. ROD HOLES IN PAVEMENT (VARIABLE WIDTH R.O.W.) ACCESS RAMPS I 0 =>> Qj i IE; X1ot ej� ( I PROPPROP. DRAT If ,"/f FGF. _ tel' 100.06 TYP. 'f - FOR FENCE SET' POST WITH NON SHRINK GROUT U O zm ' 100.00' TRASH dDUMPSIER I I I to r FLAW$ PROP. 7" PCC PAVING r 1002 •2- #4 CONT ; � PAD) I I �IPROP. 101.11 .1g1.ei DICAP THICKENED EDGE REINFORCEMENT $ 101.15 t 1���'t.31 I I 1 P GRAVEL - 04x3'-6. O 12' O -C. 2'-0' Ir I PROP. 4' S/W tODAt PARKING ,q �8' — z I n' o-. tDt.t �' 1.73 �' IOt Tv 10', ..• �•`t EXIST. SS CO CRETE MHS TtC°'97 Tr Iota: - \ '---NATURAL SOILS 8" n 04 OCAS (I (MODIFY (LO ) TOPS,�AS•♦z PROP. 6• REQUIRED TO 101 t 0 REGRADE AS t J7 20 101.3570 (1oI •Ia 1.M I PAVEMENT G TCH PROP. SIDEWALK E -TYP.)w WITH BRICK 0 REQUIRED TO DRAIN 101 - PAVERS o oG) mIe' REECE, BIWE J, KATHLEEN DUDLEY, k EXIMINS BUILDING CAROLYN MATHESON ENCR.0,C11t.47 T Ota'" ° I B 101 c11n EXI ST. CONC ETE ADS n SEXIST• 4 A BOYETT, BLOCK 2, LOT 5 (PART OFI ., Cj X1c1s ; -1 it rda 0 BE EMOVED F SIDEWALKc1.�c VOL. 6889, PG 190 & 193 _ u 101 %� PROP. S1W TYP. ZONED NG -1 1'I -J 0'.09 !� m Fs 'A1'e 6" VERs. ..`�rmi••r � *'��/ .6 Cro1 .05 77b � CURB - w E(IST. TRANSFORMER i Xm — I (a TP 1 51.70V, n o g.I Fy.ISTVr2" V1ATER 10 11W d 1/ � Ot•66 �•( , — �n Vr ° Nr �. � ., ,-171 o. W ( ..t - �. SERVICE ONE • ° / v �\ DUMPSTER ENCL. FENCE DETAIL a/n 8 CURB AND ILOG. ^,6.5' NOT TO SCALE ZONED NG -1 z z WEATHER DRILL DOWELS AT GROOVE AND SEAL W/ $ RESISTANT SEALANT • LEAST INTO REMOVED BY Ot'BdER EXISTINGSIDEWALK� i� r/3 St00TM DOWEL O 12' O.C. BY 12' LONG (PLACE ONE DOWEL. AT CENTER UNE OF EXISTING 4 1—EXISTING CONCRETE SIDEWALK L—PROPOSED SIDEWALK (ASSUMED a THICKNESS) (SEE OTHER DETAIL) 4 CONNECTION OF PROPOSED S/W TO EXISTING S/W NOT TO SCALE H K H GROUP L.L.Prrtvr BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) VOL. 7068, PG 116 a/n 8 CURB AND ILOG. ^,6.5' ABANDONED GAS - ZONED NG -1 METERS -TO BE EXIST. CO\•ERD EXIST. METER BOX REMOVED BY Ot'BdER — — — — — ENTRANCES TO BE ADJUSTED AS NECESSARY FOR PROP. SW -TYP, OWNER: 400 UNRSITY DRIVE, LLC - BOYETT, BLOCK , LAT 8 & 9 VOL 641 , PG 279 LOT 8 ZONED NG -i LOT 9 BLOCK 2 BLOCK 2 a 0 00 J~ — — —. -Z — — vr w�o � T ONE STO :Y 114 z BRICK BUILDING aF,r;m t. z N O zoo OJ Wm r m COVERED ENTRANCE CONCRETE WALK 50.00' 50.00' PARKING LONE S 45'00'00' W 100.00' UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) 10 0 10 FEET �0 V SHEET TITLE: DRAINAGE AND GRADING PLAN PROD, NO.: 7025.101 DRAWN BY: MDK DATE: 03/19/07 , DRAWING: C2 CSHEET 2OF4 F, a LAURE �a� .� H � O aplf SUBJECT PROPERTY N m WLLI IW :^t 4 ��/ >v L' v �. o ca o G rp !. Earl Rudder Golf Course In S PATRICIA STREET ! ; �,;S'T `,` Mlle C.;t �.y_..._ t; —.. r ,_._....._.� ^C ..__ __ SS _ ..._ v 4 i .....__ Sk. - ..._ ,:, �, �._� J:.i `�r,7:J _. JJ J J a J� ;� J•. , _1_11"`__-_ /r,____ STR_E:1 (FLAT I T,, y-' {} l` NO CLIIi+1 t'.�­--,09,47 N 45'00'00" E 100.00' P.U.E. - PUBLIC UTLITY EASEMENT PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUIV BER OF PARKING SPACES BUILDING BUILDING SIZE, UNIT PARIONG ' EXTENDED NUMBER TYPE OR square feet REQUIREMENTS, OF REQUIRED I USE parldng spaces per sq./ft. PARIUNG SPACES PROP. RESTAURANT/COFFEE 7,000 sq. ft. 1 space / 100 sq. ft. of bldg. area 70 HOUSE TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS (VARIANCE REQUESTED 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SECT. 7.2.H.9 OF UDO) TOTAL PARKING MIlVIMUTM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MiTST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSIBILE 1 1 0 EXTRA VAN ACCESSIBLE (PART OF TOTAL) 1 1 0 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER. PARKING LINE '�-'0-5 'o LL O 0J' � LYl Ld G m PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT S PROP. 6' S/W WITH BRICK PAVERS AND GUTTER f EXI'Si'. TRANSFORMER ?✓ ER PROP. HANDICAP ¢ A) 5 t AS REQUIRED BY � 'r Bris c JI t I t_I i -j `ES w ,,-._'EX_1ST. 'I'' Q C�,o ^ (� 5l�- °tea 0 ���� •1, ��%` � _N c! N 100? 49. 09 � -0z gr r oy�o� 7 I tJ) d i` R I z :_ V"ZK Qo�P.� � G�4- _ LIQ_ jf E L �.11%•4G t-ly �.;_ f� 7 NOT TO SCALE VICINITY MAP .�Q a! ¢Oo o & o ' REMOVE EXIST. 4' z OWNER/DEVELOPER: GENERAL NOTES: r 0.5% `---ARAI,N{OWED 400 University Drive, L.L.0 ° a� ! PrECF, BILLIE J, KATHLEENDUDLEY, & 3350 McCue Road #1504 1. LANDSCAPING IS SHOWN ON SEPARATE �} CAROLYN MATHESON Houston, Texas 77056 SHEET DESIGNATED AS L-1. �� o ; .:o y FREPLACE S/W WITH BRICK BOYETT, BLOCK 2, LOT 5 (PART OF) Telephone (832) 262-1927 ¢ Z�QB QZ<CF) I VOL. 6889, PG 190 & 193 Fax (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT LIE I I i ZONED NG -1 WITHIN THE 100 -YEAR FLOOD PLAIN AS PROP. TRAFFIC .n1 ;PAVERS IDENTIFIED BY THE FEDERAL EMERGENCY 1 o I n. CIVIL/SITE ENGINEER. MANAGEMENT AGENCY ON COMMUNITY PANEL W LLWUQ2 a �0:Wz EX!STI ! CSC Engineering & Environmental No. 48041 CO144 C. DATED JULY 2, 1992. ` xLL r-� oxOmo LLt-(0000 Consultants, Inc. l I:.a" I� Oz LLU. SIDEWALK 3407 Tabor Road 3. 100 COVERAGE GROUNDCOVER, J ,, FI r•- 7780 Bryan, TX 77808 DECORATIVE PAVING, DECORATIVE ROCK, OR PROP. 8' WOOD I; SEE Telephone 778-2810 A PERENNIAL GRASS IS REQUIRED IN PARKING TYP. Fax (979) 778-0820 LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, (WITH WATER SEALANT) c ',?,; c 1.68 SURVEYOR: AND ADJACENT PROPERTY DISURBED DURING C7 r Carlomagno Surveying, Inc, C ONSTRUCTTON. O t ( `�' ! 2714 Flnfeather Road <<1.11 -- - -- -- � -- _ _ - - - -- H k H-=GROtrP�i=L.-P ------ _ Bryan, Texas 77801 4. ALL ROOF AND GROUND -MOUNTED � TROP. DOUBLE E BOYETT, BLOCK 2, LOT 4 & 5 (PART MJF) Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED (-r1 t VOL. 7068, PG 115 Fax (979) 775-4787 FROM VIEW OR ISOLATED SO AS NOT TO BE (,7 NG -1 VISIBLE FROM ANY PULIC RIGHT-OF-WAY OR mZONED LEGEND RESIDENTIAL DISTRICT WITHIN 150' OF THE IN PAVEMENT i T ----- EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE .I , 8 I i I -.----t FEET ABOVE GRADE. SUCH SCREENING SHALL � I ` - TRASH --------•- E!1E •------ EXIST. UNDERGROUND ELECTRICAL BE COORDINATED WITH THE BUILDING z FLOWS EXIST. WATER LINE ARCHITECTURE AND SCALE TO MAINTAIN A �? DUMPS1fER I I PROP. 7" PCC PAVING ---•.•v sz--- EXIST. SANITARY SEWER LINE UNIFIED APPEARANCE. ! — — PROPERTY BOUNDARY EXIST. GAS METER (TO BE ABANDONED) 5 . IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A EXIST. WATER METER REDUCED PRESSURE PINCIPLE BACK FLOW ``'` EXIST. MANHOLE t�--r' DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 13 PARKING SPACE NUMBER 2394. HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE ;r)mi,ss SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION X100.52 SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. -J-- DIRECTION OF PROPOSED 7. SEE CONSTRUCTION PLANS FOR DUMPSTER DRAINAGE SHEET FLOW SCREEN DETAIL. L- 0 I — ABBREVIATIONS: 8. SEE CONSTRUCTION PLANS FOR PAVEMENT ri- AND CURB DETAIL. 1 ' m �a TC - TOP OF CURB I TP - TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL LINES z'`� - TW - TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE a PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 100% RESPONSIBLE FOR j Q z S/W -SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAD iCL U.E. - UTILITY EASEMENT AND FENCING._ Or -w P.U.E. - PUBLIC UTLITY EASEMENT PARKING OFF-STREET PARKING REQUIREMENTS A. TOTAL NUIV BER OF PARKING SPACES BUILDING BUILDING SIZE, UNIT PARIONG ' EXTENDED NUMBER TYPE OR square feet REQUIREMENTS, OF REQUIRED I USE parldng spaces per sq./ft. PARIUNG SPACES PROP. RESTAURANT/COFFEE 7,000 sq. ft. 1 space / 100 sq. ft. of bldg. area 70 HOUSE TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS (VARIANCE REQUESTED 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SECT. 7.2.H.9 OF UDO) TOTAL PARKING MIlVIMUTM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MiTST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSIBILE 1 1 0 EXTRA VAN ACCESSIBLE (PART OF TOTAL) 1 1 0 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER. PARKING LINE '�-'0-5 'o LL O 0J' � LYl Ld G m PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT S PROP. 6' S/W WITH BRICK PAVERS wl PAD ( I (REPAIR AND i I REPOSTION AS NEEDED) - , i, 0 I ;IHANDICAP 0 15i, IRAMP EXIST . p r . , •-: . i ( {�1 I'- i I. PROP. 4' S/W P;: -'c� •�RKIiv z r; I :1 TMH _I EXIST. SS MH 1.70' , w;'l X1, ,{ ,� II (MODIFY TOPS �l r•r6 t .;fi r1 r r, 0 : <T PROP. WOOD �.r;; AS REQUIRED) SCREENING FENCE E � -' EXIST. CONCRETE ` 8_I?C �l'•if=t tt?Ci`li ADS u' 1,�1• (TO BE REMOVED FOR ?C: TIP MH 1 .� s' - I <t 1''•i.ii - PROP. /W TYP. 1.73' r'I t i �` i �s1, 3 6" VERT. 0' 6� ;�C1ci_, CURB - P. EXIST. . "CR FISFOR� ER --' (n�_ .__._-... ' �% • (�-�/"t; - .__....-.�*i• � . "5,' _. _a:� ��� —�'" / ,, LLJ - 1.9fi , PROP S/W -- CONCRETE WALK PARKING UNIVERSITY DRIVE (VARIABLE WIDTH H R.O.W.) NERD ENTRANCES LOT 8 BLOCK 2 2.12ENI'R%1N C F rs 50.00' BETWEEN CURB --j AND 6LDG. N6.5' EXIST. METER BOX TO BE ADJUSTED - AS NECESSARY FOR PROP. SW OWNER: 400 UNI V RSITY DRIVE, LLC BOYETT, BLOCK 2, LOT 8 & 9 VOL. 641 PG 279 ZONEDi . NG -1 ONE STORY BRICK BUILDING S 45'00'00" W 100.00' in PROP. 6' •^r`��-�'M' SIDEWALK WITH BRICK PAVERS N�.Iffl r �— VERTICAL CURB AND GUTTER m N EXI'Si'. TRANSFORMER ?✓ ER PROP. HANDICAP -ADJUST LC:CVkTION 5 t AS REQUIRED BY � C;Oi..t_EG E STATION At JI t I t_I i -j `ES w ,,-._'EX_1ST. 'I'' Q LO �t w °tea 0 SI`UE'411AILK v—� 4. c! N 100? 49. 09 � -0z gr r PROP. "STD." 7 I tJ) d i` R I z :_ V"ZK EDGE OF PROP. _ LIQ_ jf E L �.11%•4G t-ly �.;_ f� 7 .�Q a! ¢Oo o & o REMOVE EXIST. 4' z '<w a W r 0.5% `---ARAI,N{OWED S/W AND ° a� E -,.IST. V .Ri%t'w1 LL FA, o ; t o; o am® _ MEi ERj TO BF WITH 6 �} <61 N g o �� o ; .:o y FREPLACE S/W WITH BRICK Q o zt ¢ Z�QB QZ<CF) _ CURB TO MATCH I I I r U<-,wZw 4 PROP. TRAFFIC .n1 ;PAVERS h.12 1 o RTo CURB TY . oD n. BOL RDI o W LLWUQ2 a �0:Wz EX!STI ! i Q PROP. 6" xLL r-� oxOmo LLt-(0000 OxzO U_t- l I:.a" I� Oz LLU. SIDEWALK J ,, FI 9.00' PROP. 8' WOOD I; SEE �JOTE 9 ~` . I TYP. SCREENING FENCE (WITH WATER SEALANT) c ',?,; c 1.68 ( I ! ,. f r FOR DUMPSTER PAD `` I ( `�' ! r 'rj' <<1.11 TROP. DOUBLE E CLOSURE GATES W/PROP. RODS AND PROP. ROD HOLE3 IN PAVEMENT .I , 8 I i I PROP. DRAINAGE o ` - TRASH I I FLOWS EXIST WOOD FENCE �? DUMPS1fER I I PROP. 7" PCC PAVING In N wl PAD ( I (REPAIR AND i I REPOSTION AS NEEDED) - , i, 0 I ;IHANDICAP 0 15i, IRAMP EXIST . p r . , •-: . i ( {�1 I'- i I. PROP. 4' S/W P;: -'c� •�RKIiv z r; I :1 TMH _I EXIST. SS MH 1.70' , w;'l X1, ,{ ,� II (MODIFY TOPS �l r•r6 t .;fi r1 r r, 0 : <T PROP. WOOD �.r;; AS REQUIRED) SCREENING FENCE E � -' EXIST. CONCRETE ` 8_I?C �l'•if=t tt?Ci`li ADS u' 1,�1• (TO BE REMOVED FOR ?C: TIP MH 1 .� s' - I <t 1''•i.ii - PROP. /W TYP. 1.73' r'I t i �` i �s1, 3 6" VERT. 0' 6� ;�C1ci_, CURB - P. EXIST. . "CR FISFOR� ER --' (n�_ .__._-... ' �% • (�-�/"t; - .__....-.�*i• � . "5,' _. _a:� ��� —�'" / ,, LLJ - 1.9fi , PROP S/W -- CONCRETE WALK PARKING UNIVERSITY DRIVE (VARIABLE WIDTH H R.O.W.) NERD ENTRANCES LOT 8 BLOCK 2 2.12ENI'R%1N C F rs 50.00' BETWEEN CURB --j AND 6LDG. N6.5' EXIST. METER BOX TO BE ADJUSTED - AS NECESSARY FOR PROP. SW OWNER: 400 UNI V RSITY DRIVE, LLC BOYETT, BLOCK 2, LOT 8 & 9 VOL. 641 PG 279 ZONEDi . NG -1 ONE STORY BRICK BUILDING S 45'00'00" W 100.00' in PROP. 6' •^r`��-�'M' SIDEWALK WITH BRICK PAVERS N�.Iffl r �— VERTICAL CURB AND GUTTER m N EXI'Si'. TRANSFORMER ?✓ ER PROP. HANDICAP -ADJUST LC:CVkTION 5 t AS REQUIRED BY � C;Oi..t_EG E STATION At JI t I t_I i -j `ES w ,,-._'EX_1ST. 'I'' Q LO �t w °tea 0 SI`UE'411AILK t'�t=vZU LOT 9 BLOCK 2 50.00' 2 3.53' FH 200' UNIVERSITY DRIVE AND TAUBER vJ U U SHEET TITLE: SITE PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWING: _ r P- 1 .. SHEET 1 OF 1 m N _. PROP. HANDICAP E`, -'IST.,,,? 'V t ../Vcif ,7 ER _.. 5 t S r _ til/' ACCESS RAMPS At �L woe Sm ,,-._'EX_1ST. 'I'' -TYP.°x�oo LO �t Cti i � `Jil C �. LINE °tea SI`UE'411AILK t'�t=vZU 100? i � -0z gr r PROP. "STD." ate° e °° ° W V"ZK EDGE OF PROP. 5Z R o LL >� GUTTER W o ¢Oo o & o REMOVE EXIST. 4' z '<w a W _ Iivaa�� csa m Ir�� z¢ -o W `---ARAI,N{OWED S/W AND ° a� oZo$ LL FA, o ; t o; o am® _ MEi ERj TO BF WITH 6 �} <61 N g o �� o ; .:o y FREPLACE S/W WITH BRICK Q o zt ¢ Z�QB QZ<CF) _ CURB TO MATCH �W iu�Z�Nm U<-,wZw 4 Q .n1 ;PAVERS W LLWUQ2 a �0:Wz yU0wwa:w0 w i Q xLL r-� oxOmo LLt-(0000 OxzO U_t- OU Oz LLU. LOT 9 BLOCK 2 50.00' 2 3.53' FH 200' UNIVERSITY DRIVE AND TAUBER vJ U U SHEET TITLE: SITE PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWING: _ r P- 1 .. SHEET 1 OF 1 _. �, E`, -'IST.,,,? 'V t ../Vcif ,7 ER _.. 5 t r _ til/' �E ii At �L >> ,,-._'EX_1ST. 'I'' 49 LO �t Cti i � `Jil C �. LINE SI`UE'411AILK �,�'�0 r PROP. "STD." ate° e °° ° END OF r VERTICAL CURB Q •- AND GUTTER. • v' • `---ARAI,N{OWED GAS --� ° , - VARY HEIGHT OF LL FA, o ; t o; o am® _ MEi ERj TO BF I C14 .4w CONSTRUCTED �� o ; .:o y 1 ! _ CURB TO MATCH 4 o EXIST CURB LOT 9 BLOCK 2 50.00' 2 3.53' FH 200' UNIVERSITY DRIVE AND TAUBER vJ U U SHEET TITLE: SITE PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWING: _ r P- 1 .. SHEET 1 OF 1 _. �, E`, -'IST.,,,? 'V t ../Vcif ,7 ER _.. 5 t r _ til/' �E ii At �L >> p" h '� LO �t Cti i � `Jil C �. LINE r END OF r CONSTRUCTION `---ARAI,N{OWED GAS --� , - I _ MEi ERj TO BF I [p�y n ,[';;�� j� I`t'-:!i-O ED BY (^.- •�jr rte- lil-INER 1 ! . r LOT 9 BLOCK 2 50.00' 2 3.53' FH 200' UNIVERSITY DRIVE AND TAUBER vJ U U SHEET TITLE: SITE PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWING: _ r P- 1 .. SHEET 1 OF 1 11 SUBJECT PROPERTY NOT TO SCALE 410 DO U 6 5 0 VICINITY MAP GENERAL NOTES: 1. 100% COVERAGE • GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED. IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT—OF—WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PULIC 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. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL. AN APPROVED IRRIGATION MUST Bl INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. "❑ Earl Rudder Golf Course f I\/"- x -If_ CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SIZE NAME QUANTITY UNIT EXTENDED POINTS SYMBOL J °_ ° W &TYPE POINTS ACCESS RAMPS 2.1" TO 3.4" LIVE OAK TREE (QUERCUS 1/IRGINIANA 5 150 750 w PROP. CALIPER CANOPY TREE 1= O PROP. 5 WAX MYRTLE (DWARF) 45 10 450 w GALLON (MYRICA CERIFERA VA _ W� qi"o O_Oa.V HOZ (MIN. 3' HIGH SHRUB Iw Zi WO -O JU AT PLANTING TOTAL POINTS PROPOSED: 1,200 REQUIRED LANDSCAPING: STREETSCAPE: (80'/50)*300 = 480 POINTS (80' AREA OUTSIDE OF TURNING TRIANGLE) (80'/32) = 2.5 CANOPY TREES (5 CANOPY TREES PROVIDED) POINTS PER PROJECT AREA: 17,943 SQUARE FEET PER PROJECT AREA (WHOLE LOT —BLDG AND PARKING AREA) 17,943/1,000 = 17.943 17.943*30 = 538.29 = 539 POINTS NOTE: Irrigation system to service all new plantings and will be installed by a certified installer TOTAL POINTS REQUIRED: 1,019 Im PATRICIA STREET If_ S ­TP ani- EXIST. EDGE OF 1afl.va UNIVERSITY DRIVE SS S 45'00'00" W 100.00' PROP. STD. VERTICAL CURB C's SIS PROP. 6' S/W WITH BRICK PAVERS PROP. STD. VERTICAL CURB L 70 .� c. • ai M 6 r t ' I �• • Z ° 04 N•-� U18 CJ • d O; 6 • U. W O � PROP. HANDICAP o J °_ ° W R RRmm Z zQ ACCESS RAMPS Fw d0 Z w -�a:O 1= O fflOW W �U w _ W� qi"o O_Oa.V HOZ A O Iw Zi WO -O JU � Owo' ►�+ w 'n V W aui '�a�rh MW DOWEL 2' OF z �° ox 0: oWui �U PROP. S/W INTO Z W Fr z� fL W t%1 EXIST. 4' S/W TO �jZ u ¢o<� Z696 O Q. Z O Z o CREATE 6' S/W ZY Z'Q� ¢Z<.< M� ,<�rC w.• �d' Q"' ~(A Ld O 'W Ir ILW00 Z Op O WW WU_ S it- WU2sz� WOUy2 S~O1O W OxZO WJZ IXQ O? Z11, _ � N0a0 ui-OU LL 0ElEl�M L 70 .� c. • ai M 6 r t ' I �• • Z ° 04 N•-� U18 CJ • d O; 6 • U. SHEET TITLE: LANDSCAPE PLAN PROJ. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWIM,IG: L-1 SHEET 1 OF 1 � O � H w w � A O � � V1 ►�+ w �U I O t%1 u r d0' SHEET TITLE: LANDSCAPE PLAN PROJ. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR: MFC DRAWIM,IG: L-1 SHEET 1 OF 1 _j Lu Lu Q pplf SUBJECT PROPERTY 1®1 � CYJ C.7 1,]) 1V 5 Earl Rudder Golf Course Bris 01 5 \gyp. QHS NOT TO SCALE VICINITY MAP OWNER/DEVELOPER: GENERAL NOTES: 400 University Drive, L.L.0 3350 McCue Road #1504 1. LANDSCAPING IS SHOWN ON SEPARATE Houston, Texas 77056 SHEET DESIGNATED AS L-1. Telephone (832) 262-1927 Fax (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE 100 -YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER: IDENTIFIED BY THE FEDERAL EMERGENCY CSC Engineering & Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL Consultants, Inc. No. 48041CO144 C. DATED JULY 2, 1992. 3407 Tabor Road 3. 100% COVERAGE GROUNDCOVER, Bryan, TX 77808 DECORATIVE PAVING, DECORATIVE ROCK, OR Telephone (979) 778-2810 A PERENNIAL GRASS IS REQUIRED IN PARKING Fax (979) 778-0820 LOT ISLANDS, SWALES AND DRAINAGE AREAS, SURVEYOR: THE PARKING LOT SETBACK, RIGHT -OF' -WAY, Carloma no Surveying,Inc, AND ADJACENT PROPERTY DISURBED DURING 9 yi 9 CONSTRUCTION. 2714 Finfeather Road - Bryan, Texas 77801 4. ALL ROOF AND GROUND -MOUNTED Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED Fax (979) 775-4787 FROM VIEW OR ISOLATED SO AS NOT TO BE LEGEND VISIBLE FROM ANY PULIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE -----! T - EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE -------- LE:E •------' EXIST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING W _ _.-__ EXIST. WATER LINE ARCHITECTURE AND SCALE TO MAINTAIN A -� Is - - sz. EXIST. SANITARY SEWER LINE UNIFIED APPEARANCE. - PROPERTY BOUNDARY 5. IRRIGATION SYSTEM WILL BE PROTECTED C EXIST. GAS METER (TO BE ABANDONED) BY EITHER A PRESSURE VACCUM BREAKER, A L. EXIST. WATER METER REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW r; EXIST. MANHOLE DEVICE, AND INSTALLED PER CITY ORDINANCE 13 PARKING SPACE NUMBER 2394. HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE ;x_t;:�;.;• SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION X100.52 SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. No DIRECTION OF PROPOSED 7. SEE CONSTRUCTION PLANS FOR DUMPSTER DRAINAGE SHEET FLOW SCREEN DETAIL. ABBREVIATIONS: 8. SEE CONSTRUCTION PLANS FOR PAVEMENT TC -TOP OF CURB AND CURB DETAIL. TP - TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL LINES TW - TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 100% RESPONSIBLE FOR S/W - SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAD U.E. - UTILITY EASEMENT AND FENCING. P.U.E. - PUBLIC UTLITY EASEMENT OFF-STREET PARKING REQUIREMENTS A. TOTAL NUMBER OF PARKING SPACES BUILDING BUILDING SIZE, UNIT PARKING ' EXTENDED NUMBER TYPE OR square feet REQUIREMENTS, OF REQUIRED USE parking spaces per sq./ft. PARKING SPACESI PROP. RESTAURANT/COFFEE •7,000 sq. ft. I space / 100 sq. ft of bldg. area 70 HOUSE TOTAL NUMBER OF PARE3NG SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS (VARIANCE REQUESTED 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SECT. 7.7-H.9 OF UDO) TOTAL PARK NG AIMAH M TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESIBLE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSI13ILE 1 1 0 EXTRA VAN ACCESSIBLE (PART OF TOTAL) 1 1 0 EXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER. PATRICIA STREET f ---EXIST• S_` Nff-! (20' R.O.W.) ! PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT sr.,:_ ss,__ __. SS _ :�5 _ 3S __ S - SS SS JS ....-. _ `C - Y :_ r :41 `4 s' S -S --- SS S _.� STI='F_F: F (FLAT S" � �� PROP. 6 S/W WITH " , BRICK PAVERS __ i U) r- �J6 REECE, BILLIE J, KATHLEEN DUDLEY, & CAROL YN MATHESON BOYETI , BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 o PROP. TRAFFIC 6 VERT. CURB -TY . BOL RD 7 EXIST4 I0 PROP. 6" _ SIDEWALK •; �,• P,,ti I_ _.... I T, I 9.00 PROP. 8' WOOD } I .I TYP. SCREENING FENCE SEE NOTE 9 I (WITH WATER SEALANT) 00` 7'y r. c 1.63 FOR DUMPSTER PAD I o� '} I "I .,.. X PROP. STD. ` VERTICAL CURB ,3 1 AND GUTTER .� M1 -ADJUST LOC14TION ! A� REQUIRED crY tte l.'1(_.�_G4 sem_ L11r•`�( {�. N AX ( U TI LIT! ` ROP. DOUBLE E CLOSURE ni;, w �`"U- GATES W/PROP. RODS AND PROP. HANDICAP r I F. ` , PROP. ROD HOLE IN PAVEMENT ACCESS RAMPS o e S ! ' I -TYP. (� o T 13;01, Z 0 ! I!�° I I I PROP. DRAINAGE o ' '' (00.06 1 . Za�� Z FLOWS �✓ a• o W r W o TRASH r " Ld ' T? 100.25 w � Z m g EXIST. WOOD FENCE , `� 1DUMPSfER ( �a) PROP. 7 PCC PAVING N Q 0 6 o (REPAIR AND i 14 PADI ( I EDGE OF PROP. ~ W mZ a Z REPOSTION AS NEEDED) - ; �:iS `:0 st 11PROP. GUTTER W _ os o 0 I I VHANDICAP <ui tiiam� Zao ,' REMOVE EXIST. 4' W 'w_Z d rz CAMP Ei !S T . m OO e 1.1:a', I;. 1 ..7'1 i c) �„- Y, „_. , S/W AND z W E Ei o 8 o I� R �G. to !,� ( t PROP. 4 S/W Pf= RKII IG REPLACE WITH 6' j o o z Id' I i�= NMI TP S/W WITH BRICK < zY z�¢8 ¢zw¢ � `,`"� iC) f0i.;, PAVERS �W „aZ�u��i,,, 0,>. 0 R a EXIST. SS MH f �'fi^.f)c:7 0 ,Ww 'Wwc�ipzn. ¢Won o0 1.70' = I' (MODIFY TOPS PROP. 6' ,% wLL awoo¢2 ww�z �¢ i)^..z'Jy1 !�~1Gai.s' 1?1.$t �10;.�1J �'' AS REQUIRED) SIDEWALK = ' oxr000 o=Zo o? r� u rw U. 00 u u PROP. WOOD j ! r SCREENING FENCE WITH BRICK 1:1 ❑ �yf ' ! EXIST. CONC ETE PAVERS v _ hl t II ]S? 3\i,L,Li t�•9 i ( VQa• ,---•• -,:, •;,, � +�A ; :a�•,'.=f (istEt)T s' ADS A TO BE REMOVED FOR � . rrH .77 PROP. W TYP. '`� ®jo-w '°•,�'ti� �i It PROP. STD. ° ° 7« '=r n VERTICAL CURB Yu'3�' . Z :, 0 1.73' .v?! `y .j� n 0 13 AND GUTTER. a r' j )`1 6" VERT. VARY HEIGHT OF wn ;�� U:� ,,�, 01.: CURB P. I"� w CONSTRUCTED ted° p �, 61 40, 65 ® - CURB TO MATCH �s° q,o o`�;�s o EXIST. CURB ���c; :•�+�' _ �� }cW, -r�r�hlSF�°F`;�i�; -_�(, l.Jj v; a 1. -1� +' , S y„ •T _.-. EXIST. f:i ✓ i i w, i!� .r� _ 4i, -�, � tlJ1:1��� ctiitt![ (� ' i 07 j� 'yak C �FPar'eKi Ml LO nl��r I- 4 w S`; a . .� f . r END OF rr% n _ _ ( O - i l �tK, CONSTRUCTION _ - -- }- � r_ H K H GROUP L.L.P r- BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) m ! VOL. 7068, PG 116 rn I ZONED NG -1 I I Z f Zi II GG n i � 'Ln in G _ ¢U z -jIGZ T _0 !CN N Z > ©� to w (n r 0 m CONCRETE WALK Er}Y1. - C OVERG-- ENTRANCES LOT 8 BLOCK 2 2.12' El'- TRANL. :F Ln 00 PROP S/W BETWEEN CURB AND BLDG. N6.5' EXIST. METER BOX TO BE ADJUSTED - AS NECESSARY FOR PROP. SW OWNER: 400 UNIV RSITY DRIVE, LLC BOYETT, BLOCK 2, LOT 8 & 9 VOL. 641 , PG 279 ZONEDI . NG -1 01 N Lei 'A C 0111' Lei RLE jOVED BY 0'01NER ( W r p LOT 9 o BLOCK 2 �.I f M c) I M U I 1 � 50.00' 50.00' PARKING PARKING LINE S 45°00'00" W 100.00' UNIVERSITY DRIVE (VARIABLE WIDTH l i R.O.W.) 3.53' ! FH 200' f ! UNIVERSITY DRIVE I AND TAUBER _ I � C 0 �U V SHEET TITLE: SITE PLAN PROJ. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05107 SCALE: AS SHOWN APPR: MFC DRAWING: SP -11 SHEET 1 OF 1 nt10 Va kJ r ...-; 01Q.4•7 N 45 00 00 E 100.00 loet a f rA we iGlirf`' '.. I, , �1} �`xG I �, _,•fit • Ini i.lf_ aI f T �' _•%-L'Q l rt�l:-- o`U -i_ '�/�-� :- ip;e _ .4 ��L�k: -_.__ ..;j -_ � .cc O v -- •-ty�,:iJ! - -- U) r- �J6 REECE, BILLIE J, KATHLEEN DUDLEY, & CAROL YN MATHESON BOYETI , BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 o PROP. TRAFFIC 6 VERT. CURB -TY . BOL RD 7 EXIST4 I0 PROP. 6" _ SIDEWALK •; �,• P,,ti I_ _.... I T, I 9.00 PROP. 8' WOOD } I .I TYP. SCREENING FENCE SEE NOTE 9 I (WITH WATER SEALANT) 00` 7'y r. c 1.63 FOR DUMPSTER PAD I o� '} I "I .,.. X PROP. STD. ` VERTICAL CURB ,3 1 AND GUTTER .� M1 -ADJUST LOC14TION ! A� REQUIRED crY tte l.'1(_.�_G4 sem_ L11r•`�( {�. N AX ( U TI LIT! ` ROP. DOUBLE E CLOSURE ni;, w �`"U- GATES W/PROP. RODS AND PROP. HANDICAP r I F. ` , PROP. ROD HOLE IN PAVEMENT ACCESS RAMPS o e S ! ' I -TYP. (� o T 13;01, Z 0 ! I!�° I I I PROP. DRAINAGE o ' '' (00.06 1 . Za�� Z FLOWS �✓ a• o W r W o TRASH r " Ld ' T? 100.25 w � Z m g EXIST. WOOD FENCE , `� 1DUMPSfER ( �a) PROP. 7 PCC PAVING N Q 0 6 o (REPAIR AND i 14 PADI ( I EDGE OF PROP. ~ W mZ a Z REPOSTION AS NEEDED) - ; �:iS `:0 st 11PROP. GUTTER W _ os o 0 I I VHANDICAP <ui tiiam� Zao ,' REMOVE EXIST. 4' W 'w_Z d rz CAMP Ei !S T . m OO e 1.1:a', I;. 1 ..7'1 i c) �„- Y, „_. , S/W AND z W E Ei o 8 o I� R �G. to !,� ( t PROP. 4 S/W Pf= RKII IG REPLACE WITH 6' j o o z Id' I i�= NMI TP S/W WITH BRICK < zY z�¢8 ¢zw¢ � `,`"� iC) f0i.;, PAVERS �W „aZ�u��i,,, 0,>. 0 R a EXIST. SS MH f �'fi^.f)c:7 0 ,Ww 'Wwc�ipzn. ¢Won o0 1.70' = I' (MODIFY TOPS PROP. 6' ,% wLL awoo¢2 ww�z �¢ i)^..z'Jy1 !�~1Gai.s' 1?1.$t �10;.�1J �'' AS REQUIRED) SIDEWALK = ' oxr000 o=Zo o? r� u rw U. 00 u u PROP. WOOD j ! r SCREENING FENCE WITH BRICK 1:1 ❑ �yf ' ! EXIST. CONC ETE PAVERS v _ hl t II ]S? 3\i,L,Li t�•9 i ( VQa• ,---•• -,:, •;,, � +�A ; :a�•,'.=f (istEt)T s' ADS A TO BE REMOVED FOR � . rrH .77 PROP. W TYP. '`� ®jo-w '°•,�'ti� �i It PROP. STD. ° ° 7« '=r n VERTICAL CURB Yu'3�' . Z :, 0 1.73' .v?! `y .j� n 0 13 AND GUTTER. a r' j )`1 6" VERT. VARY HEIGHT OF wn ;�� U:� ,,�, 01.: CURB P. I"� w CONSTRUCTED ted° p �, 61 40, 65 ® - CURB TO MATCH �s° q,o o`�;�s o EXIST. CURB ���c; :•�+�' _ �� }cW, -r�r�hlSF�°F`;�i�; -_�(, l.Jj v; a 1. -1� +' , S y„ •T _.-. EXIST. f:i ✓ i i w, i!� .r� _ 4i, -�, � tlJ1:1��� ctiitt![ (� ' i 07 j� 'yak C �FPar'eKi Ml LO nl��r I- 4 w S`; a . .� f . r END OF rr% n _ _ ( O - i l �tK, CONSTRUCTION _ - -- }- � r_ H K H GROUP L.L.P r- BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) m ! VOL. 7068, PG 116 rn I ZONED NG -1 I I Z f Zi II GG n i � 'Ln in G _ ¢U z -jIGZ T _0 !CN N Z > ©� to w (n r 0 m CONCRETE WALK Er}Y1. - C OVERG-- ENTRANCES LOT 8 BLOCK 2 2.12' El'- TRANL. :F Ln 00 PROP S/W BETWEEN CURB AND BLDG. N6.5' EXIST. METER BOX TO BE ADJUSTED - AS NECESSARY FOR PROP. SW OWNER: 400 UNIV RSITY DRIVE, LLC BOYETT, BLOCK 2, LOT 8 & 9 VOL. 641 , PG 279 ZONEDI . NG -1 01 N Lei 'A C 0111' Lei RLE jOVED BY 0'01NER ( W r p LOT 9 o BLOCK 2 �.I f M c) I M U I 1 � 50.00' 50.00' PARKING PARKING LINE S 45°00'00" W 100.00' UNIVERSITY DRIVE (VARIABLE WIDTH l i R.O.W.) 3.53' ! FH 200' f ! UNIVERSITY DRIVE I AND TAUBER _ I � C 0 �U V SHEET TITLE: SITE PLAN PROJ. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05107 SCALE: AS SHOWN APPR: MFC DRAWING: SP -11 SHEET 1 OF 1 nt10 Va kJ GENERAL NOTES: 1. 100% COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1SW 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, 3. AN IRRIGATION PLAN I$ REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. Earl Ruddar Golf Course 11. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT 0 SYMBOL SlZE NAME Ma POINTS EXTENDED POINTS Q OAK 7REE c PROP. CALIPER Mw � MA a 160 780 CAIIOPY TREE • PROP. 5 WAX MYRTLE (OWARF) 45 10 450 GALLON AT PUNTING CA CER0m VA REQUIRED LANOSCAPINCz TOTAL POINTS PROPOSED: 1,200 FBF (SO'/32) 2.5 CANOPY 1REES (5 CANOPY 1REE5 PROVIDED) POINTS PER PROJECT AREA: 17.943 SQUARE FEET PER PROJECT MEA (WHOLE LOT -9LOC AND PARKING MEA) 17,913(1000 17.943 0<5 TO SCALE hpl and rN bIA b1 TOTAL POINTS REQUIRED. 1,019 VICINITY MAP GENERAL NOTES: 1. 100% COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1SW 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, 3. AN IRRIGATION PLAN I$ REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. Earl Ruddar Golf Course 11. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SYMBOL SlZE NAME Ma POINTS EXTENDED POINTS w. To aa• OAK 7REE PROP. CALIPER Mw � MA a 160 780 CAIIOPY TREE • PROP. 5 WAX MYRTLE (OWARF) 45 10 450 GALLON AT PUNTING CA CER0m VA REQUIRED LANOSCAPINCz TOTAL POINTS PROPOSED: 1,200 STREETSL'AM ((aC/60))NOD . 480 POINTS (5C AREA OUTSIDE OF TtRI INO IRAN (SO'/32) 2.5 CANOPY 1REES (5 CANOPY 1REE5 PROVIDED) POINTS PER PROJECT AREA: 17.943 SQUARE FEET PER PROJECT MEA (WHOLE LOT -9LOC AND PARKING MEA) 17,913(1000 17.943 17. 30 f 52&29 539 POINTS rt h -to .0 th "'FS -b. -t- hpl and rN bIA b1 TOTAL POINTS REQUIRED. 1,019 PATRICIA STREET /EXIST. SS ;tSH (20' R.O.W.) I PROP. STD. VERTICAL CURB tQJ — SS SS SS SS SS Ss SS SS Ss — SS— 's SS N N SS SS i, S— SS S S SS Ss SS EXIST. EDGE OF x100.30 PROP. 6' S/W WITH © STREET (FLAT �, BRICK PAVERS W NO CURB 45'00' " E 100,00 9 �•�•�.— V '4 .a d 10 dD 50.00 PROP. STD. ll IN- m0.a_I— a VERTICAL CURB .1,01 2Z ",c -I— >-_—I•• =— .�_ • v � 100:10{„ _1 .0z I EXIST. TRANSFORMER UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) S 4500'00' W PROP. HANDICAP ACCESS RAMPS DOWEL 2' OF PROP. S!W S; INiO EXIST. 4 TI CREATE 8S/W O 000 .m EXIST. h' �SIDE1"dAIJ< o _4 ern w `NATER LINE E C O C/� c H W�z ,7 W O A M FQ-- Go F j W �U �U H o � o 10 0 10 FEET PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE: 03/05/07 SCALE: AS SHOWN APPR:MFC DRAWING: L-1 SHEET IOFI TO Earl Rudder Golf Conroe a hc,pr o�SeD� VICINITY MAP GENERAL NOTES: 1. 100% COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PULIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT VATHIN 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. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5, ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT CALCULATION e�.��LAppN��D��SCAPIIN ai.l.I9li.Yi ��G�� aAiY. ,t,�,Ic E QUANTI MM ����� POINTS I EXTENDED p���� POINTS t •J 2.t' TO S4' PROP. CALIPER LIVE OAK TREE 8 100 700 SS SS SS SS SS '-- SS SS - SS SS - SS SS TREEOIIOANA - SS SS - - SS - SS SS U EXIST. EDGE OF STREET (FLAT PROP. 5 WAX MYRTLE (DWARF) 45 10 450 0 N 45'00' " CAU.ON(MYRICA Om1. s NH9iSHMO AT 0 CII7FTRA VA 5 s TOTAL POINTS PROPOSED: 1.200 (�F_' . 400 POINTS (W AREA OUTSIDE OF TUMMO TMANQE) (ON/J2) . 2.0 CANOPY TREES 5 CANOPY TREES PROVIOED) POINTS PER PROJECT AREA: 17.913 SQUARE FMT PER PROJECT AREA (WNOLE LAT -51D0 AND PARIONO AREA) 17,943/1000. 17.913 17. 30 . 63629 . 539 POINTS 6NOM. gtHMtta,l NMa dl nn, plmfhq" tlW aId M M h�d by a arUMd h"ta0"r TOTAL POINTS REWRSiD: 1,019 VOL. 7068, PG ZONED NG -1 w - - I -- 0 - J o_ a. I b n��az a.F,pO -lOO2 t�di.NJN ZOO � J Jm W_ 2 (/D REMOVED BY OWNER CA - - W - C) t% W OWNER: 400 UN SITY DRIVE, LLC Q 0 E- BOYETT, BLOCK 2, LOT 8 & 9 VOL 64111. PG 279 s ZONED NG -1 T92 BLOCK 2 BLOCKE 0O G SERVICE UNE-co�RD-� ENTRANCES IRRIGATION UNE TO METERS --TO BE EXIST. 2" WATER EXIST. LOT 8 ONE STORY BRICK BUILDING -_ my;., m E COVERED ENTRANCE Z= U CONCCRRETE © SHEET TITLE: p 50.00' 50.00' LANDS PARKING PARKING PLAN UNE S 45'00'00" W 100.00' PROD. NO.: 7025.107 6 _ UNIVERSITY DRIVE DRAWNBY:MDK (VARIABLE WIDTH R.O.W.) DATE: 03/05/07 I{ J BCALE: SHOWN 1 APPR: MFF C DRAWHNG: ,0 0 10 FEET L-1 SHEET OF PATRICIA STREET E7aST. SS MH '" (20' R.O.W.) PROP. STD. VERTICAL CURB SS SS SS SS SS '-- SS SS - SS SS - SS SS SS NH SS -- SS - SS - SS SS - - SS - SS SS U EXIST. EDGE OF STREET (FLAT 100.30 PROP. 6' S/W WITH © W NO CURB) 0 N 45'00' " BRICK PAVERS 5 s !jv? 0 I- 10 .10 '10 ,w PROP. STD. ( I 10 = VERTICAL CURB _ O O zm 100.2 _ +X101.5 �` ° I �I PROP. 7' PCC PAVING 1 ,02 I I EXIST. WOOD FENCE \� EXIST. TRANSFORMER I EXIST. VERIZON MH -100.30 � - PRO . TRAFFIC (REPAIR AS NEEDED) 3 1,12 `,r�', I ���... I IPROP. BO D 1oo.sa 701.1-" iII P P ~° PROP. WOOD l DOWEL 2'OF Z � Ei�N rf�a}} 3gg gUy o a SCREENING FENCE ( PROP. 4' S/W PAFYIJG PROP. SW 4TOGRAVEL 5AO11 IXEA > y N Z 100.7.v 6 t �� j X10,.39 X107.11 X10096 VOL. 7068, PG ZONED NG -1 w - - I -- 0 - J o_ a. I b n��az a.F,pO -lOO2 t�di.NJN ZOO � J Jm W_ 2 (/D REMOVED BY OWNER CA - - W - C) t% W OWNER: 400 UN SITY DRIVE, LLC Q 0 E- BOYETT, BLOCK 2, LOT 8 & 9 VOL 64111. PG 279 s ZONED NG -1 T92 BLOCK 2 BLOCKE 0O G SERVICE UNE-co�RD-� ENTRANCES IRRIGATION UNE TO METERS --TO BE EXIST. 2" WATER EXIST. LOT 8 ONE STORY BRICK BUILDING -_ my;., m E COVERED ENTRANCE Z= U CONCCRRETE © SHEET TITLE: p 50.00' 50.00' LANDS PARKING PARKING PLAN UNE S 45'00'00" W 100.00' PROD. NO.: 7025.107 6 _ UNIVERSITY DRIVE DRAWNBY:MDK (VARIABLE WIDTH R.O.W.) DATE: 03/05/07 I{ J BCALE: SHOWN 1 APPR: MFF C DRAWHNG: ,0 0 10 FEET L-1 SHEET OF 0°'-0 '" Ns DUMPSTER AREA m _j N I-�-- SCREENING SHRUBS PROP. HANDICAP 5 ag !jv? 0 I- I ( I ACCESS RAMPS = _ O O zm m ' 100.90 +X101.5 I I �I PROP. 7' PCC PAVING EXIST. WOOD FENCE I � ( I (REPAIR AS NEEDED) 3 I a 1 1.91 IPROP. 701.1-" iII P P EXIST. DOWEL 2'OF Z � Ei�N rf�a}} 3gg gUy o 101.15 . 131 ( PROP. 4' S/W PAFYIJG PROP. SW 4TOGRAVEL 5AO11 IXEA > y z T6, lil$g2R - -- /ICA (IlIIi 1.75 EXIST. SS 6 , H X100.97 B 3 ai5tl 1 9 x X101 'ig 98 (1101 (MODIFY TOPS AS REQUIRED) X 01.42 1- O yaj PROP, WOOD ho �% o o SCREENING FENCE XX ' ° (TI REECE, BILLIE J, KATHLEEN DUDLEY, & E,CISnP,c BUILDING ETlDROkCHUEN7 m•33� ° EXIST. TONCRi POS TE d ,.� /-EXIST. 4' SIDEVlALK In CAOCK LOT TON BOY ?, LOT 5 (PART OF) t•<a cf ,°,.:- C G� � - IPO Nn TO BE REF.IO / (�p 1f sLD m � VOBLOCK VOL. 6889, PG 790 & 793 NG , .. a of n OP. S VI (M vt't'i ZONED -1 02.09 -I „10175 7 1.48 - w Xw 65 �' 7 1.7 �' RIGAn ON ETER WITH BACKFLOW WTTHI P.U.E. ° - - - - EXIST. T2ANSFOPMC PR A y l4J tOs:.,. LO To iISETK rrC2E" BLIAPTEd FR H K H GROUP LL.P BOYETT, BLOCK 2. LOT 4 & 5 (PART OF) \ CONNECT PROPOSED PBROPI AND S/WURB LDG. -6.5' )/ LABANDONEDGTS-) 0Cn E1 VOL. 7068, PG ZONED NG -1 w - - I -- 0 - J o_ a. I b n��az a.F,pO -lOO2 t�di.NJN ZOO � J Jm W_ 2 (/D REMOVED BY OWNER CA - - W - C) t% W OWNER: 400 UN SITY DRIVE, LLC Q 0 E- BOYETT, BLOCK 2, LOT 8 & 9 VOL 64111. PG 279 s ZONED NG -1 T92 BLOCK 2 BLOCKE 0O G SERVICE UNE-co�RD-� ENTRANCES IRRIGATION UNE TO METERS --TO BE EXIST. 2" WATER EXIST. LOT 8 ONE STORY BRICK BUILDING -_ my;., m E COVERED ENTRANCE Z= U CONCCRRETE © SHEET TITLE: p 50.00' 50.00' LANDS PARKING PARKING PLAN UNE S 45'00'00" W 100.00' PROD. NO.: 7025.107 6 _ UNIVERSITY DRIVE DRAWNBY:MDK (VARIABLE WIDTH R.O.W.) DATE: 03/05/07 I{ J BCALE: SHOWN 1 APPR: MFF C DRAWHNG: ,0 0 10 FEET L-1 SHEET OF IRRIGATION UNE TO METERS --TO BE EXIST. 2" WATER EXIST. LOT 8 ONE STORY BRICK BUILDING -_ my;., m E COVERED ENTRANCE Z= U CONCCRRETE © SHEET TITLE: p 50.00' 50.00' LANDS PARKING PARKING PLAN UNE S 45'00'00" W 100.00' PROD. NO.: 7025.107 6 _ UNIVERSITY DRIVE DRAWNBY:MDK (VARIABLE WIDTH R.O.W.) DATE: 03/05/07 I{ J BCALE: SHOWN 1 APPR: MFF C DRAWHNG: ,0 0 10 FEET L-1 SHEET OF N � Earl Rudder Golf Course 101 VICINITY MAP GENERAL NOTES: 1. 10OX COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PULIC 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 W11H THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR RENEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRPoGAIlON SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. AND INSTALLED PER CITY ORDINANCE 2394. S. ALL BACK FLOW DEVICES VALL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT CALCULATION SYMBOL aiJARltJa �N� iiL.E NAME�G &TTYPE . SCOA9 loosar�'' POINTS POINTS iy 21' TO a4• pROp, �R UVE � TREE "OLU � ANA a 150 750 3 S o_ PROP. a WAX uxtnE 01WARF) 45 10 r.f' 0 GALLON (u91. s wcH YRICA CQafERA VA Ire rcl� I 00 AT PILM191( 100.7 ' I ' Xi01.J9 X101.11 R�� TOTAL PWTS PROPOSED: 1.200 5300. 450 Po"M (5G NEA OU1570E OF TURMO TRINN,TE) 50'/32 . 2a CANOPY TREES 5 CANCPY TREES PROVOW) POINTS PER PROD= APER: 17,943 SQUARE FEET PER PRQECT AREA (THOLE IAT -MM AND PMMNO AREA) 17,91J(1000 . 17.943 17. 30 . 53&29 . 539 POINTS 100.90.. kN flan artam b w*0 an - Platt169. and MI ba Ytata9 d by a M75ad h4W9w TOTN. POINTS REpIRRD: 1.019 PATRICIA STREET EXIST. SS MH (20' R.O.W.) PROP. STD. VERTICAL CURB 0- SS SS 33 SS SS SS SS SS S SSI S T EDGE Q F Ss SS i t N SS SS SS Ss SS Ss SS C STREET (FLAT vioo.30 PROP. 6' S/W WITH W NO CURB) w N 45' BRICK PAVERS tW.g 100.11 100.° , °o Q.. .. -. - 4 10 .10 "t0 .00 PROP. STD. w. too.z v VERTICAL CURB • to0.36 1 0z - \" f"XIST_ VFR170N FAN-� I ( _ GIST. TRANSFORMER JtDM F r nZ N _ i o�ao � m J N 0O 0 =0 U m Z REECE, BILLIE J, KATHLEEN DUDLEY, & CAROLYN MATHESON BOYETT, BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -i H K H GROUP L.L.P BOYETT, BLOCK 2. LOT 4 & 5 (PART OF) VOL. 7068, PG 116 ZONED NG -1 0 J 0.a N WMb,- I z a.F�O d�OZ �diN JN Z O O OJ J m W S� m I PROP. WOOD SCREENING FENCE EXIST. WOOD (REPAIR AS I PROP. WOOD SCREENING FENCE EmrvG BUILDING Q4CR0fLHMFJ4T EXIST. TRi CONCRETE WALK iKING PARKING UNE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) LOT 8 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'00'00' W 100.00' LLC 9 PRO . TRAFFIC X100.86 X100.97 -ABANDONED GAS - METE -RS -TO BE REMOVED BY OVINER LOT 9 BLOCK 2 ACCHAND RAMMPS CD E g LANDSCAP PLAN loosar�'' I I I C7 3F DATE: 03/05/07 i 3 S o_ APPR: MFF C I Z r>f 2 W g g �$ %11 � I Ire rcl� I 00 , 100.7 ' I ' Xi01.J9 X101.11 z .ZI DUMPSTER AREA c n .�fmT1 W -1 SCREENING SHRUBS g 100.90.. X101.0P g ISTv2" WATER SERV LINE wPROP. 7' PCC PAVING total at.91 I IIPROP. I HANDICAP � 101.1s tpt.31 I ( t, P EXIST. PROP. 4' S I /W GRAVEL PARKING I L�TP /H �i Q (� 'G EXIST. SS MH aw o lir�(d01 9e ( 701(.MODIFY TOPSX101.42 /AS REQUIRED) 01.33 ° I 10),70 EXIST. WONCR TE d fol O (j R.DS U 1.46 r' N (TO BE REMO ED Ot 7PF OP. S `1°J T 02.09 X1ot 7s \ 'tom �0 z 65 X 7 ' RIGA � PRE VENTER ON ETER WITH BACKFl --� 4 LO TED WRHI P.U.E -° 6 PROP S. CONNECT PROPOSED IRRIGATION LINE TO BETWEEN AND CURB BLDG, -6.5' EXIST. 2" WATER EXIST. SERVICE LINE COVERD-� ENTRANCES LOT 8 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'00'00' W 100.00' LLC 9 PRO . TRAFFIC X100.86 X100.97 -ABANDONED GAS - METE -RS -TO BE REMOVED BY OVINER LOT 9 BLOCK 2 U U © ACCHAND RAMMPS CD E g LANDSCAP PLAN PROD. NO.: 7025.101 DRAWN BY: MDK C7 3F DATE: 03/05/07 SCALE: SHOWN 3 S o_ APPR: MFF C DOWEL 2' OF PROP. S/W INTO EXIST. 4' S/W TO CREATE 6' S/W Z r>f 2 W g g �$ %11 O���� L-1 00 , ❑ ❑ ° d rTI -EXIST. 4' SIDEIYA.LI< Orn z .ZI c n .�fmT1 W -1 ° g W �,. g ISTv2" WATER SERV LINE � O a�0 �i Q (� 'G aw cn cn ° O U U U © SHEET TITLE: 50.00' J LANDSCAP PLAN PROD. NO.: 7025.101 DRAWN BY: MDK DATE: 03/05/07 SCALE: SHOWN APPR: MFF C DRAWING: 10 0 10 FEET L-1 SHEET 1OFI , NOT TO Earl Rudder Golf Couree C VICINITY MAP GENERAL NOTES., 1. 100% COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIREDIN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC 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. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR RENEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. S. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION LANDSCAPE LEGEND AND POINT LANeS SOAP NG CALCULATION D SCREENING FENCE REECE, BIWE J, KATHLEEN DUDLEY, & &TYPE CAROLYN MATHESON � 11,14 LY POINTS i� zi. TO a4' PROP. CAMPER LIVE OAK VIM >� ANA 6 150 750 . PROP. 5 Ax MYRTIE (DWARF) 45 10 450 GALLON (MIN. X HGN CA CERWM VA AT PLANTING (j) FIEDn LANDSCAPING: TOTAL POINTS PROPOSED: 1,2o0 RM300 • 450 POINTS (50' AREA OUTSIDE OF TARRING TMANOLO I; CANOPY TREES Y 7R 6 CANOPY TREES FRONDED) POINTS PER PROECT AREA: 17,913 SQUARE FEET PER PRQECT AREA MIOLE LOT -SLOG AND PARIONG AREA) 77,843/1000.77.943 77. 30 . 5=l2%0 639 POINTS NOTE IrtlaoUw p0 to N 1. a0 - Ptmth9. and 1 b". In".by o wUflod It"w TOTAL POINTS REOURED: 1.019 PATRICIA STREET EXIST. SS MH (20' R.O.W.) PROP. STD. ������ % VERTICAL CURB V�-� - SS SS SS - SS -- SS SS - SS - SS -- SS- SS SS yM SS SS cS - SS - oo -- SS -- SS EXIST. EDGE OF 1100.30 PROP. 6' S/W WITH STREET (FLAT W NO CURET) (n BRICK PAVERS 4500' " -' - 100.0 •'a '�t a w eo 'to .00 PROP. STD. VERTICAL CURB 100.2 EXIST. VERIZON Mti- fr � Jam^H ~ ° c0 PROP. WOOD dO-z SCREENING FENCE iv�tW rp Z - O�mJ^N J 0O m Z EXIST. WOOD FENCE (REPAIR AS NEEDED) v 0 R� - - - J a_a who_ U I z 0 n J�J 10 n N N ZU> O0 Jm W 0 m CONCRETE WALK RKING PARKING LINE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) y -X01.22 I fl.12� I I 1oa.se i 100.7- I m I X101.39 X101.11 ! N� DUMPSTER AREA SCREENING SHRUBS I� 100.00 X101. I I ' � I i PROP. 7' PCC PAVING t 7.011 �IPROP. 10.11 ( yIHA'N,DICAP j/0.1s it.31 �tAMP EXIST. ,11 GF FEL �a 1 1 PROP. 4' S/W PARKING TP MH 1.7a �� 8 EXIST. SS 1,11i1 . -f 7C X1o193 (tot +a (MODIFY TOPS X101.42 TIO .r1'�- x�� AS REQUIRED) 01.33 a o)n EXIST. , ONCRITE �) . CI Y101.1 _ N N (TO EE PI.DS P.EMO ED 31.46 01 ]] I • .. a / F PP.CP. S 'Nl 022 .09 .04?, .A0175 10 .6s Xt07, j 1 3'RIGA ON ETER WITH BACKF LO TED WITHI P.U.E 1.95 I PROP] S/W BETWEEN CURB CONNECT PROPOSED AND ILDG. -6.5' IRRIGATION UNE TO EXIST. 2' WATER \ EXIST. SERVICE UNE COVERD-� ENTRANCES LOT 8 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'00'00" W LC 9 EXIST. TRANSFORMER JPROTFIC D Xt 00.30 PROP. WOOD SCREENING FENCE REECE, BIWE J, KATHLEEN DUDLEY, & DIST]! ,G BUILOU" CAROLYN MATHESON cr;croesHudri BOYETT, BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 EXIST. TRANSFORIAFR-� H K H GROUP LL.P PROP. HANDICAP ACCESS RAMPS BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) 5 VOL. 7068, PG 116 ZONED NG -i v 0 R� - - - J a_a who_ U I z 0 n J�J 10 n N N ZU> O0 Jm W 0 m CONCRETE WALK RKING PARKING LINE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) y -X01.22 I fl.12� I I 1oa.se i 100.7- I m I X101.39 X101.11 ! N� DUMPSTER AREA SCREENING SHRUBS I� 100.00 X101. I I ' � I i PROP. 7' PCC PAVING t 7.011 �IPROP. 10.11 ( yIHA'N,DICAP j/0.1s it.31 �tAMP EXIST. ,11 GF FEL �a 1 1 PROP. 4' S/W PARKING TP MH 1.7a �� 8 EXIST. SS 1,11i1 . -f 7C X1o193 (tot +a (MODIFY TOPS X101.42 TIO .r1'�- x�� AS REQUIRED) 01.33 a o)n EXIST. , ONCRITE �) . CI Y101.1 _ N N (TO EE PI.DS P.EMO ED 31.46 01 ]] I • .. a / F PP.CP. S 'Nl 022 .09 .04?, .A0175 10 .6s Xt07, j 1 3'RIGA ON ETER WITH BACKF LO TED WITHI P.U.E 1.95 I PROP] S/W BETWEEN CURB CONNECT PROPOSED AND ILDG. -6.5' IRRIGATION UNE TO EXIST. 2' WATER \ EXIST. SERVICE UNE COVERD-� ENTRANCES LOT 8 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'00'00" W LC 9 EXIST. TRANSFORMER JPROTFIC D Xt 00.30 PROP. HANDICAP ACCESS RAMPS = 5 e5 (j) F! �5 S S� DOWEL 2' OF PROP. S,/W INTO EXIST. 4 S/W TO CREATE 6' S/W Zang >�2 3 £x g@ X100.97 o @ G y aT6 r- 0 � �" ' "3 �n$� l p ❑ ❑ 4' d -EXIST. rn 4' ;0 SIDE47AUC � (/) W .m (- VT�oISTV a 'Q 0 c 2" VIA.-F_R SEF. CE LINE 0 v� / � 0 LABANDONED CASJ METERS BE V � E -I --TO REMOVED BY OWNER CQ (Sa WD p GQ LOT 9 BLOCK 2 W r'4 U W�a O U rd r^ VJ v �p U � V © SHEET TITLE: 50.00' LANDSCAPE PLAN r DRAWN BY: MDK DATE: 03/O5N7 /Vllp�'I�V•'Jl SCALE: AS SHOWN APPR: MFC ./`. DRAWING: ,0 0 10 FEET L-1 SHEET OF TO Earl Rudder Gov Coursa 0 o� o\yQo VICINITY MAP MAP GENERAL NOTES: 1. 100% COVERAGE GROUNDOOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALFS AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC RIGHT-OF-WAY OR RESIDEN71AL 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. 3. AN IRRIGA71ON PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRMGA71ON SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION LANDSCAPE LEGEND AND POINT NG CALCULATION ��LAND�SCAP SYMBOL SIZE &r(PE 3. &a H ����� C�llLl dai. p����� POINTS _� z1• To le PROP. CAUPM I(J�VIE) ) IRM ANA 5 /50 700 - 100.7�X I m I x101.39 CA170PY T DRAWN5 wn DUMPSTER AREA !� 7 • PROP. s WAX YYRRE (OWMF) 40 to 450 APPR: MFC CAIION (LAN. Y NIGH CA GUNFMA VA 1ooe0 u' PROP. 7' PCC PAVING EXIST. WOOD FENCE AT PLANTING SHEET, OF 'I (REPAIR AS NEEDED) 3 I TOTAL POINTS PROPOSED: 1,2Do (�) 41X! POINTS (OC AREA W19DE OF TAMM TRANOE) (50'/32) - 2.8 CANOPY TREES 5 CANOPY TREES PROVIDED) POINTS PER PRQECT AREA: 17.143 SWARE FEET PER M"= AREA (NNOLE LOT -8= AND PAMONO MEA) 17,943/1 000. 17.943 37 POINTS 17, . 038.29 - 039 NOTE.. „L- to wa W N - PI." m SEI to imeWbd by a oroNd fit"w TOTAL POINTS REWDiFD: 1,011 PATRICIA STREET EXIST. SS IMH (20' R.O.W.) PROP. STD. �,,�,///\ VERTICAL CURB �-' - SS SS SS SS SS - SS SS - SS -- SS - SS -- SS SS P tax SS .3o SS --- ;S - SS -. SS -' - SS -- SS SS EXIST. EDGE OF rfo0 © STREET (FLAT ` - PROP. 6' S/W WITH W NO CURT! " 45`00'00* BRICK PAVERS ° .° '4' e 10.10 '10.00 PROP. STD. 100.20f � _ VERTICAL CURES EXIST. VERIZOhI A4li- 100,36' 1 j.02 I _ EXIST. TRANSFORMER jn t0 M qg�F� 0. Z N 3:z - tT Z - 00J-0 m J N =0 Um Z REECE, BILUE J. KATHLEEN DUDLEY, & CAROLYN MATHESON BOYETT, BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 H K H GROUP L.L.P BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) VOL. 7068, PG 116 ZONED NG -1 •r 0 LL wZ o- FnjU I a. ° z n.F� Jooz r` N �vC, 9 O0 �m 4- 0 0 m I ti �Q F.i, x yg36 sX DOWEL 2' OF z 3. &a H 100.59 + I i SHEET TITLE: PROP. WOOD I I m SCREENING FENCE irb 0, On - 100.7�X I m I x101.39 x101.11 DRAWN5 wn DUMPSTER AREA !� 7 DATE 03/0105107/07 � SCREENING SHRUBS ST. 4' A lJALi: O r/�n APPR: MFC m 1ooe0 u' PROP. 7' PCC PAVING EXIST. WOOD FENCE J ( i SHEET, OF 'I (REPAIR AS NEEDED) 3 I g ` 10191 DROP. 101.11 X I 11AtiDICAP O Imes 1 fat I 1)�WAP ( EXIST. c I C PROP. 4' S/W I GRAVEL PARKING - - Z I iI,TP AH 1.78 FF � J EXIST. SS 0.ti' PROP, WOOD X10190It°1,a (MODIFY TOPS AS REQUIRED) X101.42 SCREENING FENCE FS E[ISTING BUILDING ENGROACHMENT 07 �T 4 10111 EXIST. MONCR;LTE P0S EXIST. TR/ CONCRETE WALK RKING PARKING UNE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) d lot 7.46 1 ° IF NN (TO BE REt.40 EU . 107 77 � PF JP. S w T 02.09 X101 01.48 .9 d0 6S X. j . 7 7 �" RIGA ON ETER WITH BACKF PR , LO TEA WITHI P.U.E a4.w \ /PROP S CONNECT PROPOSED B CURB _. � AND BLDG. X6.5' EXIST. 2" WATER EXIST, SERVICE LINE COVERD- ENTRANCES LOT 8 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'OO'00' W 100.00' LLC 9 X100.86 X700.97 3ANOONED GASJ/ ETERS -TO BE OVED BY OWNER LOT 9 BLOCK 2 50.00' PROP. HANDICAP 15 3 ACCESS RAMPS o N gill H8 / �Q F.i, x yg36 sX DOWEL 2' OF z 3. &a H PROP. S/W INTO EXIST. 4' S/W TO CREATE 6' S/W SHEET TITLE: ijg lxhl L3 PLAN 0, On O PROJ. NO.: 7025-1 N DRAWN5 om !� 7 DATE 03/0105107/07 � ❑ ❑ ST. 4' A lJALi: O r/�n APPR: MFC m 10 0 10 FEETEM STV�2' WATF(� ERI CE LINE SHEET, OF 'I O � W 0 App 1:4 U W �a O U o� v �t / co U U %m SHEET TITLE: LANDSCAPE ✓ PLAN PROJ. NO.: 7025-1 DRAWN5 !� 7 DATE 03/0105107/07 � SCALE: AS SHO r/�n APPR: MFC 10 0 10 FEETEM L_ 1 SHEET, OF 'I Earl Audder Gatf Course R1 I NOT TO SCALE VICINITY MAP GENERAL NOTES. 1. 10OX COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PULIC 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 WTH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REMEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CER71FICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM MLL BE PR07ECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PiNCIPLE BACK FLOW DEVICE. OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEMCES WILL BE INSTALLED AND TESTED UPON INSTALI-ATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SYMBOL T R&L &TYPE OUANn M POINTS EXTENDED POINTS I ss ss SS SS ss ss SS SS SS — SS — ss 1 00— Z11 TO &r PROP, CALIPER LIVE OAK TREE WS MROINIANA OPY 5 150 750 I W/ CURB) PROP. 5 WAX MVRU (OWAR0 45 10 450 FEET 111N (um. r HIGH CERIFM VA It Jill WA p1p. i?v -m VERTICAL CURB 100.2 AT PLANING) 6j 1 .02 EXIST. TRANSFORMER REOWRED LANDSCAPING: TOTAL POINTS PROPOSED. I= STREETISDAPL' POINTS (W AREA OUTSIDE OF TURNING TRIANOXE) 1; 442ND FZMTO OPY I 5 CANOPY TREESI PROMDED) POINTS PER PRGF= AREk 17,943 SQUARE FEET PER PRO&CT AREA (IIHOLE LOT -SLOO AND PARIONO AREA) 17,9 A.000 - 17.943 17.9w3b - 3=29 - UP POINTS NOTE'. Wr2m sydm to w0m di nw plmtJnp 0 be In"od by a —VINxI bot4w TOTAL POINTS ASOUIRE31t 1.019 PATRICIA STREET EXIST. SS fAH (20' R.O.W.) T PROP. SM. VERTICAL CURB I ss ss SS SS ss ss SS SS SS — SS — ss 1 00— K_ ITP MH SS SS SS 35 ss ss Ss EXIST. EDGE OF STR% (FLAT T1,00.30 PROP. 6' S/W WITH I W/ CURB) N 45`001001 100.001 BRICK PAVERS 4 too=--- I FEET �4 'to .00 PROP. STD. It Jill WA p1p. i?v -m VERTICAL CURB 100.2 (Dig 6j 1 .02 EXIST. TRANSFORMER EXIST. VERIZON ILAH— N Z �-I PROP. WOOD ci SCREENING FENCE om z 0 C, , , _j 0 m EXIST. WOOD FENCE (REPAIR AS NEEDEDF PROP. WOOD SCREENING FENCE REECE, BILLIE J, KATHLEEN DUDLEY, _IMSTINO CU I -DING CAROLYN MATHESON ENCRO--VE fr BOYEIT BLOCK 2. LOT 5 (PART OF) VOL 6889, PC 190 & 19.3 ZONED NG -1 EXIST. TPANSFORMER--� H K H GROUP LL.P BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) VOL. 7068, PC 116 ZONED NG -I 0 z A 0 N 0 CONCRETE WALK FINING PARKING LINE J UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) idt.12 100.55 m 100.7 1,101.39 X101.11 UM P,P DUMPSTER AREA SCREENING SHRUBS 100.90, PROP. 7" PCC PAVING ROP. lot." 'rill DICAP P EXIST. 1.31 CRAVI EL PARKING PROP. 4' S/W EXIST ' SS I'lli 1 .. 9 L, ol 98 10148 IFY TOPS X101.42 AS REOUIRED) 01 I EXIST. WONCRI TE p 0S MH I - 'ED '01 77 PF Op. S 1%111 .09 .6 to 05xlo* - RIGA ON ETER WITHVACKF .7 PRE LO WED WITHI P.0 E Av w 4 -W, M p oPi CONNECT PROPOS AND BLDG. -6.5' IRRIGATION LINE TF EXIST. 2" WATER EXIST. SERVICE LINE CG VEIRD E14TRANICES OWNER: 400 UNIVERSITY DRIVE, UJC BOYETT, BLOCKf 2. LOT 8 & 9 VOL 6410 ' PG 279 LOT 8 ZONED1 NG -1 BLOCK 2 50.00' COVERED ENTRANCE ONE STORY BUILDI14G S 45'00'00' W 100.00- 0 cl) 0 SHEETTITLE: 50.00, LANDSCAPE PLAN 61, 4 PROJ. NO.: 7025-101 PROP. HANDICAP ACCESS RAMPS DATE- 03/007 6 APPR: MF DRAWING: I FEET SHEET I OF 1 (Dig 6j DOWEL 2' OF PROP. S(W EXIST. To 4 S/r CREATE 6- S/W Z �-I X100.97 0 Ian 41 S Z_ m 8 F vi W T11 !0!__9-,1ST,v2" WATrR SERVICE LINE V) q 0_� L A, ABANDONED b C/) IA= -RS --TO BE REIAOVED BY OWNER C) P. LOT 9 BLOCK 2 6;3 ,4 IT4 0 U 0 cl) 0 SHEETTITLE: 50.00, LANDSCAPE PLAN 61, 4 PROJ. NO.: 7025-101 DRAWN BY: MDK DATE- 03/007 SCALE: AS SHOWN APPR: MF DRAWING: I FEET SHEET I OF 1 TO U ' 4 :A` p}. zo 4 VICINITY MAP GENERAL NOTES:- 1. OTES1. 10OX COVERAGE GROUNOCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT—OF—WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED $O AS NOT TO BE VISIBLE FROM ANY PULIC 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. 3, AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVICE. AND INSTALLED PER CITY ORDINANCE 2394. 5. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. Earl Rudder Golf Course G. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT CALCULATION SYMBOL SYMBOL a.E &•TYPE CONNECT PROPOSEDJ IRRIGATION LINE TO UhIl ����� POINTS EXTENDED p�����. POINTS I 2r To a1" PROP. CALIPER"=q LIVE CAN TREE VRWMA TREE 5 150 750 . PROP. 5 IWAX MYRTLE (OWAi07 45 10 180 v;uNi DUMPSTER AREA CALLON Ow s• Im CA I VA VOL 6418, SCREENING SHRUBS Z LOT 8 ZONEDt+ BLOCK 2 1 AT PLINTINO � I 100.90 x100.97 REOUNM LANDSCAPING, TOTAL POINTS PROPOSED: 1,200 STRMTSCAPM 300.150 POINTS (8 00 0' AREA OUTSIDE OF 1NNO RSANGIE) 5C/32 . 25 CMOPY TREES 5 CANOPY TREES PROMOED) POINTS PER PROEM ARFJ1: 17,999{11y3y//SI�QUARE FEET PER PRQIECT MEA (FAROIE LOT -BLDG AND PARKING AREA) 17.W3iJ0� - 17.943 630.29 . 539 POINTS NOTE: th0 M� to MrNw d 9w pmUnpA vM W httalrl by a orNMd hHaOr TOTAL POINTS REQUIRED: 1,019 4 PATRICIA STREET EXIST. SS MH (20' R.O.W.) PROP. STD. VERfICAI CURB �J SS SS SS SS SS SS SS SS S 1 T EDGE G E 0 F S S- s S� t� H 5 5 SS — zs— SS 35 SS -- ss SS © STREET (FLAT I19o.3o PROP. 6' S/W WITH W NO CURB N 45'00' BRICK PAVERS 100.0 e ,G .lo o .90 PROP. STD. VERTICAL CURB ,00.3Gr 1 .02 EXIST. VERIZON MI-1—EXIST. TRANSFORMER ��j JAM f¢- F- aZsN � Y W -_ �� _ 0m -N J O CC0 =o REECE, BILLIE J, KATHLEEN DUDLEY, & CAROLYN MATHESON BOYETT, BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 H K H GROUP LL.P BOYETT, BLOCK 2, LOT 4 & 5 (PART VOL. 7068, PG 116 ZONED NG -1 t W J� a. Q I a_ aFno I OOZ N O ZUYON > O O Jm WF O>W m I PROP. WOOD SCREENING FENCE EXIST. WOOD (REPAIR AS PROP. WOOD SCREENING FENCE rxlsnNG GUILo:wc ENCROkCHMEtr 0I •• � 4 _ _ _ _ yy�.R � 'A CONNECT PROPOSEDJ IRRIGATION LINE TO BLDG. -B.S' 101.12 100.50 I LANDSCAP 29 I PLAN — ENTRANCES .G 100.7 ' ( I x10,.39 x101.11 v;uNi DUMPSTER AREA 2, LOT 8 & 9 �F7,E VOL 6418, SCREENING SHRUBS Z LOT 8 ZONEDt+ BLOCK 2 1 I � I 100.90 x100.97 PROP. 7" PCC PAYING aN 5 1.91 101.11 i I �1HANDICAP Ip°u LIQ, I I n --••P EXIST. 70/.15 I'P1.31 SIDEWALK (/) !' PROP. 4' S/W AVE PARKING W W 4 — 1,78 I� EXIST. SS IdFt X'O' 99 'AS 1(I.,ODIFY TOPS 10148 REQUIRED X,9,.42 �10 —ABPNOONED CASj 01.33d ` METERS —To BE REMOVED BY OWNER 10) EXIST. ll:ONCi:; TE 01.40 lot.-, (j © P DS N (TO BE IREEMO c ED 02.03law1 p�q PFOB s'W ..1 X,o1. EXIST. TRANSFORMER 10' OF) •• � 4 PROP] /AND S/W PROP. HANDICAP ACCESS RAMPS CONNECT PROPOSEDJ IRRIGATION LINE TO BLDG. -B.S' SHEET TITLE: EXIST. 2' WATER EXIST. LANDSCAP 29 SERVICE UNE CO\ERD� PLAN — ENTRANCES PROD. NO.: 7025-101 OWNER: 400 UNIVERSITY DRIVE, LLC BOYETT, BLOCKI 2, LOT 8 & 9 VOL 6418, PG 279 Z LOT 8 ZONEDt+ BLOCK 2 1 NG -1 CONCRETE WALK RKING PARKING LINE 'UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) 50.00' COVERED ENTRANCE ONE STORY BRICK BUILDING S 45'00'00" W 100.00' x700.00 UU U �� ' 'I "..- PROP. HANDICAP ACCESS RAMPS CO ,' b SHEET TITLE: 50.00' LANDSCAP 29 J PLAN g gb6i3 go PROD. NO.: 7025-101 DRAWN BY: MDK DATE 03/05/0707 SCALE: AS SHOWN n DOWEL 2' OF PROP. S,/W INTO Z .4 s Fa 888 Sq_ EXIST. 4 S/W TOyR CREATE 6' S/W � p5 � $ El x100.97 QVR aN s p m ❑ ❑ d d—EXIST. q' ' SIDEWALK (/) W W 4 — 0 0 $—S.XISTky2" WATER SERVICE LINE �0 —ABPNOONED CASj METERS —To BE REMOVED BY OWNER � (� OT 9 OCK 2 0 dv O tY] 10 0 10 FEET L-1 SHEET OF UU U © SHEET TITLE: 50.00' LANDSCAP J PLAN PROD. NO.: 7025-101 DRAWN BY: MDK DATE 03/05/0707 SCALE: AS SHOWN n IPPR: MFC DRAWING: 10 0 10 FEET L-1 SHEET OF NOT TO SCALE Earl Rudder Gotf Course F] y 4 o\yQo VICINITY MAP GENERAL NOTES 1, 10076 COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIF:EDIN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURSED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PULIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING STALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR RENEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. S. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SYMBOL i12E HAME &TYPE QUAINT] M POINTS EXTENDED POINTS i� Zt' TO S4' PROP. CAUPER"OLVMS UVE OAK TREE VIRGINIANA TRUE a 130 730 • PROP. a Ax MYRTLE (DWARF) 43 10 430 DAUM (YIN. s HIGH CDVERA VA AT PLANTING SECURED LANDSCAMC- TOTAL POINTS PROPOSED: 1,200 J00 . 430 POINTS (80' AREA OUTSIDE OF TURNINO TRIANOW 5(M) (SO'p2) . 2.3 CANOPY TPEES (ia CANOPY TREES PROVIDED) POINTS PER PROJECT AREA: 17.93 SQUARE FEET PER PRQECT AREA (WHOLE LOT -BIDE AND PARIONO AREA) 17.S+a/I.OT .17.93 17.93.30 - M20 - NO POINTS NOTE IAeoti I„4m to MrNq oI nw gmtlnq� Rod m vM b• by a urDfNd MIWIR TOTAL POINTS REOIIRFA: 1,010 PATRICIA STREET EXIST. SS MH (20' R.O.W.) PROP. STD. VERTICAL CURB 0(3�— s5 ss ss Ss — ss — Ss ss — ss ss — ss ss — Ss I D � J 53 ss s ss ss - SS ss SS EXIST. EDGE looaoRET PROP. 6' S/W WITH W NO CURB 45'00' BRICK PAVERS 1 — - — v lip 11° I ” e 10 .10 '10 .00 PROP. STD. lona _ J= " VERTICAL CURB i�zz I` • \, r.�cT vcoi�nra r_n�— loozo-_ 1 �.02 I GI L, FXIST. TRANSFORMER .UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) S 45'00'00' W 100.00' PROP. HANDICAP ACCESS RAMPS DOWEL 2' OF PROP. S{W INTO IXIST. 4 S/W TI CREATE 6' S/W O v o G7 FxlsT. I -rn SIDEWALA o w WATFR LINE H O Tj O aW0 Q (� 0 H � W W W�a O C/� O � 10 0 10 FEET UU U SHEET TITLE: LANDSCA E PLAN PROJ, NO.: 7023.101 DRAWN BY: MDK i DRAWONG: L-1 SHEET OF NOT TO SCALE Ecri Rudder Golf Course 0 Q0: a: VICINITY MAP GENERAL NOTES: 1. 100% COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK. OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC 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. 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. S. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION LANDSCAPE LEGEND AND POINT CALCULATION �.�LApNDSCAPIN�G� �iJ.mi21(1 Yli4 ������ &TYPE SHEET TITLE: POINTS POINTS at• TO a4" WE CM TREE 800 . TRAFFIC PROP. cAUPEn s ANA OPY "a 5 150 750 • PROP. 5 Ax MM11E (DWARF) 46 10 460 10 0 10 FEET CALLON (YIN. $ HIGH AT PLANTING CA CEPoFFRA VA I I TOTAL P004TS PROPOSED: 1,200 ( NJO° . 460 POINTS (60' AREA OUTSIDE OF 11.6/40 74AHO JO (60'/34) 2.S CANOPY TREES (5 CANOPY TREES PROVIDED) POINTS PER PROJECT AREA: 17.943 SQUARE FEET PER PROJECT AREA (NNOLE LOT -8= AND PARgNO MEA) 17,913(1000 17.43 17. 30 . 630.29 - 639 POINTS N I um- M� to —1.. c0 0„1 plmtL,9• 6Mum-67 d rD W hA .d by a o VW k�Ndlr TOTAL POINTS REWWED: 1,019 PATRICIA STREETEXIST. SS MH (20' R.O.W.) / PROP. STM. VERTICAL CURB �� }�— SS Ss SS Ss SS Ss Ss SS 'S — S S SS SS SS SS Ss SS S S-- Ss SS SS ✓ EXIST. EDGE OF ``too 0 © STREET (FLAT I PROP. 6' S/W WITH W NO CURB 4 ' p' BRICK PAVERS — — — — 100• tooa1 too. ' II a� . . Pill I'll "I'll IIII pill Ili- to.10 5 .00 PROP. STM. 100.2 J , VERTICAL CURB EXIST. VERIZON MH—_ ,36' 1 .02 I I I - - 1 - - _ _ _ r ~ EXIST. TRANSFORMER ?r JtOM FFA ° o i PROP. WOOD N O' z SCREENING FENCE z 0 =0 Um Z EXIST. WOOD FENCE (REPAIR AS NEEDED) PROP. WOOD SCREENING FENCE REECE, BILLIE J. KATHLEEN DUDLEY, & C!TING MILDING CAROLYN MATHESON Etacroz.crlr.�a:r BOYETT. BLOCK 2, LOT 5 (PART OF) VOL. 6889, PG 190 & 193 ZONED NG -1 EXIST. TRANSFORMED.—' H K H GROUP LL.P BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) VOL. 7068, PG 116 ZONED NG -1 a 0 0 a, a N � 1 °d�az a F,riQ J�OZ t` LLN-1N ZOO 0� Jm W Z m CONCRETE WALK 4KING PARKING UNE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) f0 N U�U :: rY SHEET TITLE: t j 800 . TRAFFIC a PROJ. NO.: 7025.101 DRAWN BY: MOK DATE 03/05/07 ,i.12 ` V! IPPR: MFC DRAVdNG 10 0 10 FEET L_ 1 I I � X 100.7• I c I 101.39 X101.11 X100.86 �w DUMPSTER AREA SCREENING SHRUBS PROP. HANDICAP If �® Xtot.fi I II ACCESS RAMPS T/) E e loo.so PROP. 7" PCC PAVING 8 I t IIpff 01.91 .11 1s < 1731 ( i tot13 �IPROP. DOWEL 2' OF lEXIST. Z i� U I ;4iA,JPICAP I PROP. 4' S/W GRAVEL PARKNG PROP. S( W INTO EXIST. 4 S/W TO 4 $� g 1.79 EXIST. SS MH Xfo097" CREATE 6' S/W�� o I If g i XX101 98 9 tot a\ (MODIFY TOPS X/ot.az 0 t' P �`'' 10 I I l,✓ / AS REQUIRED) Gtq 01.33i d /pEXIST. 1.OfdCPo. E V O m 101. i fj P\DS .HIST. 4' SIDEV/AIDC O (n 31.46 ' ' 02.09 iP N (TO BE (REIA01 317 1/PF OP. 5 E0-1 44 rn m .. rT'I Xtol r .0u 1 ny Xlo 65 . < w 710 555 '7 3"RIGA ON ETER WITH BACKFLOW d PRVENTER, LO TED WITHI P.U.E. 0 —t )4 (v I --'I ! ,ore%--, 1 „ ` F�—� V '= — d .1" <,, 1,V h1 h,1-npr g._E?;ISV.,2„ wnTEr. SERVICE LINE Q �; 1 1.9B a S/W CURB 1 41�/ I N �y CIO) PROPI \ BETWEEN CONNECT PROPOSED IRRIGATION LINE TO AND BLDG. «6.5' LABANDONED GAS -/I/ METERS -TO BE O EXIST, 2" WATER EXIST. REMOVED B1' OWNER SERVICE LINE CO\tRD— ENTRANCES a 0 Q OWNER: 400 LIN BOYETr, BLOCK f SIIY DRIVE, LLC 2, LOT 6 & 9 Q a cn VOL 6418 PG 279 LOT 8 ZONED I NG -1 LOT 9 E-+00 W BLOCK 2 BLOCK 2 W U � Q U � ONE STORY O co!I O BRICK BUILDING COVERED ENTRANCE 50.00' ( 50,00' S 45'00'00" W 100.00' U�U :: rY SHEET TITLE: LANDSCAPE PLAN PROJ. NO.: 7025.101 DRAWN BY: MOK DATE 03/05/07 SCALE: AS SHOWN ` V! IPPR: MFC DRAVdNG 10 0 10 FEET L_ 1 SHEET IOFI NOT TO SCALE Earl Rudder Golf Course GENERAL NOTES: 1. 100X COVERAGE GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, .OR A PERENNIAL GRASS IS REWIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISURBED DURING CONSTRUCTION. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUUC 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 3. AN IRRIGATION PLAN IS REQUIRED TO BE SUBMITTED FOR RENEW AND APPROVAL. AN APPROVED IRRIGATION MUST BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF COLLEGE STATION. 4. IRRIGATION SYSTEM TILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. S. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CITY OF COLLEGE STATION PROVIDED LANDSCAPE LEGEND AND POINT LANDSCAPING CALCULATION SYMBOL SIZE NAME &TYPE QUANTI 011 POINTS. EXTENDED POINTS. a1• TO 3.4•UWE PROP. CALIPER OAK TREE �CLS W ANA 5 100 700 . PROP. 0 WAX MYRTLE (OWAR0 40 10 400 OAU.ON (YIN. s ND(II AT PLANTING CA CEROFEEM VA REOLNIED LANDSCAPING, TOiN. POINTS PROPOSED: 1,200 STREETSCAP0) POINTS ARWrM EA E OF TURONO TRIMTA� ((Off�32)• 2.0 CANOPY TREES (0 CANOPY TREES FRONDED) POINTS PER PROJECT MEA: 17,043 SQUARE FEET PER PROJECT AREA (YHOLE LAT -BLAO AND PMKNO AREA) 17.945 000 . 17.943 17. 30 . 030.20 . 059 PONTS NOTE LuUcn gtMn to MrNa a0 nn PIm1114. aid WR M MNapW by a wUF d bi;W� TOTAL POINTS FMOURED: 1,010 PATRICIA STREET /�EMST. SS MH (20' R.O.W.) ( PROP. STD. / VERTICAL CURB — SS SS SS SS SS SS SS — SS — SS — SS SS SS, NH SS SS — _o. SS — SS - -- SS — SS C STTIREET (FILA OF 1,100.30 PROP. 6' S/W WITH W NO CURB) N 4TOO,OQLL---M.00-BRICK PAVERS 100.0A'too°1 — Ilk -- v Q a.' ° n o 1M MY.10 'to .00 PROP. STD. 100,2 _ _ VERTICAL CURB cncr vcnnnni ,<u—'✓"01, .:02 1 \\ —EMST. TRANSFORLIER UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) S 45'00'00 W 100.00' PROP. HANDICAP ACCESS RAMPS DOWEL 2' OF PROP. SI/W INiO EXIST. 4 S/W TO CREATE 6' S/W O 0 o (7 ,—EXIST. a' A m SIDEWAU< b c. m W SEINE RE IPIE L .F SER N 10 0 10 FEET MOM It g U) pp E� a 3 Rig co s�6 Z_ Viggo oil I g Igo LANDSCAPE PLAN r ,h- 171 DRAW IrG. L - SHE ET10F1 CRESE •:: �O o �, -� J O LREXIST. = ✓O py v AURE�O y1 JO He11, e �� GINE FQo� PATRICIA STREET SS MH PROP. STD. VERTICAL CURB -DOWEL of O F N, (20' R.O.W.) I INTO EDGE OF EXIST. PAVEMENT 0- SS SS -- SS SS SS SS -- SS - Ss SS SS SS ss�}a ,•,.li SS SS _. SS -- Ss - - SS SS -- SS x N7O �' AFR NOR ' oo EXIST. EDGE OF STREET twa� PROP, 8' S/W WITH i'o0��i a (FLAT iv/ NO CURB) !^ .nco.<z BRICK PAVERS iomcf I a4 a . - S@ o.co y o PROP. o eu T at�=y.S) O j y `�O� . 'P�•a NSCt }4r�NqC VERTICAL CURB AND GUTTER FC ,Rp s'0No . ��� EXIST. VERIZON IJH- t JA(,P,7 .02 EXIST.�sR G Cc"�/P�..�., LOCON y PG 'N`' f O PROI 1. TRAFFIC ASREQUIRED BY COLLEGE STATION a Rudder 6' VERT. BOLIARD UTILFIES �oao Earl Course CURB -TY O7 Golf EXIS ' '1 PROP. 6' a 1 S. SIDEWALK" PROPERTY PROP. 8WOOD PIE EE MOTE 9' I 9.00' TYP. P t a 0 SCREENING FENCE t I 00 (WITH WATER SEA 4M ,o 7- (4<1 1.0 I °,� Xto,.:� X 0 i o-vo - - FOR DUMPSTER PAD I I PROP. DOUBLE CLOSUR�01'" X,oc.ec RODS AND PROP. Y S 0J� yoK oG m, o N� PROGATEP. RODROP. HO N PAVEMENT ACCESS RAMPS g <� 1r�6 P �r0 I., -TYP. fn �� of ti C'o pe-O� F'" � PTO 5F t0 oL,� B Xto,.° I I PROP. DRAINAGE_ S I ' - Eif 4e• �� O`c' a0 0� S� <F N g`t• F 2 n z to EXIST. W000 FENCE tco.eo RAS I I .- 1 UI -I FLOWS PROP. 7' PCC PAVING N PROP. m too.zs f ¢ I•- V, ,o �ti F 4g PG �N (REPAIR AND 3 PAD 1 I I z �IPROP. EDGE OF PROP. GUTTER fn 3 I REPOSITION AS NEEDED) t 1.01 >� I WANDICAP 9g B gw 6o O 50 QT" SSC QS ol3` QJh J. o oN ! g o C� ,O,.ts• , ts, i , P I EXIST. GRAVEL I REMOVE EXIST. 4' S/W AND Z �a�gpp sy PLEB gg' g ? 30 i I PROP. 4' S/W PARKING REPLACE WITH B' BRICK 0 20 OJ 2 N TN0 CtSx,.78 ,o, ..... P �V4SITH EXIST. SS MH ^� �� NOT TO SCALE VICINITY MAPX101.42 1,70' A� �'I. Xto, °r, � 4 MODIFY TOPS X .cz o, •z PROP. 8' y AH *Zi PROP. WOOD < AS REQUIRED) (- i(s'i)C'- I�° SIDEWALK K ❑ ❑ OWNER/OEVELOPER: GENERAL NOTES: SCREENING FENCE PAVERS 400 University Drive, LLC 3350 McCue Road /1504 1. LANDSCAPING IS SHOWN ON SEPARATE REECE, BILLIE J, KATHLEEN DUDLEY, & E �snNG BUILDING CAROLYN MATHESON EecaorcNl„=_r�T °1.'3 '0t 'n EXIST. CON N ADS ETE •� q -EXIST.n' SIDEVIALK Houston, Texas 77058 SHEET DESIGNATED AS L -i. Telephone (832) 282-1927 Fox (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT UE WITHIN THE 100 -YEAR FLOOD PLAIN AS BDYETT, BLOCK 2, LOT 5 PART OF I ( ) VOL. 6889, PG 190 & 193 ZONED NG -i 1 73' !!! <� xtctJi Lir 0 BE EMO ,tv�`_ (ttl t. I °, n PROP. /W iy�roz.o3 F TYP. � 13 � PROP. 'STD.' VERTICAL CURB CVIL/SITE ENGINEER: IDENTIFIED BY THE FEDERAL EMERGENCY CSC En ineerin de Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL 9 9 No. 48O41C0144 C. DATED JULY 2, 1992. raneultante, Inc. y,'°� n5 1� ;at'•3 j ' c�`��r'r>� " Xtot 6' VERT. CURB - .< V� HEIGHT OF w CONSTRUCTED CURB TO MATCH 3rya Tabor Road 3. 100% COVERAGE GRWNDCOVER, .7 @F7. / V ® $ EXIST. CURB Bryan, ne (979) DECORATIVE PAVING, DECORATIVE ROCK, OR Telephone (979) 778-2810 A PERENNIAL GRASS IS REQUIRED IN PARKING Fox (979) 778-6820 LOT ISLANDS, SWALES AND DRAINAGE AREAS, - - - - - - ---� EXIST. TRANSFORMER-'- _ w I r x _ - awe -----t "-" a `�";� L?k -' L) a a _ - a v R "-. w yj I. V1 .1! €`„1 „ •",� I $ EXIST 2" WATER SERSICE LINE THE PARKING LOT SETBACK, RIGHT-OF-WAY, SURVEYOR: AND ADJACENT PROPERTY OISURBED DURING t0 `- d �•iltss i " e i 4�) - N / / 1.98' PROP S/W I/ BETWEEN CURB r/ AND BLDG. •••6.5' ABANDONED CAS --i CONSTRUCTION 3.41' Corlomagno Surveying, Inc, n 2714 FlCONSTRUCTION. nfeather Road O Bryan, Texas 77801 r 4. ALL ROOF AND GROUND -MOUNTED Telephone (979) 775-2873 MECHANICAL EQUIPMENT SHALL BE SCREENED I j ( H K H GROUP LLP BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) 1.. 0 �! Fax (979) 775-4787 FROM VIEW OR ISOLATED SO AS NOT TO BE O I VOL. 7068, PG 116 METERS -TO BE ✓��,, VISIBLE FROM ANY PWC RIGHT-OF-WAY OR LEGEND TnI RESIDENTIAL ZONED NG -1 EXIST. REMOVED BY OWNER W DISTRICT WITHIN M A OF THE\-COVERD- - UT EXIST. UNDERGROUND TELEPHONE ONES SUBJECT 107, MEASURED FROM A POINT FIVE � EXIST. METER BOX r. NTRANCES TO BE ADJUSTED C/] Q �I - EUE -- EXIST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHALL D_ BE COORDINATED WITH THE BUILDING - AS NECESSARY p.l a%t - V1 EXIST. WATER UNE ARCHITECTURE AND SCALE TO MAINTAIN A Z - - - - - - FOR PROP. SW W t••a - ss -- ss - EXIST. SANITARY SEWER UNE UNIFIED APPEARANCE. O PROPERTY BOUNDARY EXIST. GAS METER (TO BE ABANDONED) 5. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKER. A OWNER: 400 UN SRY DRIVE, LLC ' t- Q' Q [•� :jvI EXIST. WATER METER REDUCED PRESSURE PINpPLE BACK FLOW BOYER, BLOCK 2, LOT 8 k 9 O O U EXIST. MANHOLE DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE J PARKING SPACE NUMBER VOL. 641 , PG 279 ZONED NG -1 LOT 9 a C.+0 00 a H Lia g,� LOT 8 BLOCK 2 ITTC7 r -I HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BEW BLOCK 2 x X101.48 SPOT ELEVATIONS OF DOST. GRADES INSTALLED AND TESTED UPON INSTALLATION g4 )000JC SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. Is DIRECTION OF PROPOSED g Tri 7, SEE CONSTRUCTION PLANS FOR DUMPS7ER DRAINAGE SHEET FLOW SCREEN DETAIL O ABBREVIATIONS: 8. SEE CONSTRUCTION PLANS FOR PAVEMENT TC - TOP OF CURB AND CURB DETAIL =a ONE STORY v TP - TOP OF PAVEMENT 8. IN THE EVENT THAT THE ELECTRICAL LINES TW - TOP OF SIDEWALK it `8 "' BRICK BUILDING FOR NEED TO BE DUG UP R ANY REASON, THE PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 100% RESPONSIBLE FOR S/W - SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAD U.E. - UTILITY EASEMENTa. AND FENCING. no P.U.E. - PUBLIC U71JTY EASEMENT I J of z PARKING 0 YON z o OFF-STREET PARKING REQUIREMENTS Jm A. TOTAL NUMBER OF PARKING SPACES BUILDING BUILDINGSIZE, UNITPARKING EXTENDED NUMBER _ _ TYPE OR sq.a.f t REQUIREMENTS, OFREQUDIED USE parking spacespersq./R PARKING SPACES O 0 COVERED 3.53 p PROP. RESTAURANTICO -7,000 sq. fL I space 1100 sq. R ofbidg. tura 70 xousE 2.12' ENTRANCE FH 200' 0 U COWALK TOTAL NUMBER OF PARKING SPACES REQUIRED: 70 UNIVERSITY DRIVE TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 A1.iC AND TAUBER - B. HANDICAPPED PARKING ANALYSIS (VNtlNICe ( 1. REQUIRED NUMBER OF ACCESSIBLE SPACES SM. 7 AS OF 1100) © _ in c SHEET TITLE: TOTAL PARTING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACE S PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO HE VAN ACCESIBLE 50.00' 50.00' SITE 1.70 L 1 PARKING PARKING PLANJj UNE JS 45'00'00' W 100.00' 26.50 z I 51-75 3 L UNIVERSITY DRIVE P O . N . 702f -_1d4% 0 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST DE VAN ACCESSIBLE (VARIABLE WIDTH R.O.W.) D : 3/0 2. ACCESSIBLE SPACES PROVIDED SCAM AS CATEGORY PROVIDED REQUIRED COMMENT . MFC TOTAL ACCFSSIHILE I 1 0 EXTRA O G: S P J VAN ACCESSIBLE (PART OF TOTAL) I 1 0 EXTRA PARKING PARKING NOTES: NOTES: MBER OFPARKING SPACES ROUNDED OFF- 70 NEAREST WHOLE L 10 0 10 FEET NUMBER SHEE 1'iS I C. Earl Rudder Golf Course r Rstic � .," n 0�s6 oda J E y O CURB PF �' o V Q PS 0Q GJ ti SHO NOT TO SCALE VICINITY MAP I OWNER/OEVELOPER: GENERAL NOTES: 400 University Drive, LLC ENTRANCES 3350 McCue Road /1504 1. LANDSCAPING IS SHOWN ON SEPARATE Houston, Texas 77056 SHEET DESIGNATED AS L-1. Telephone (832) 262-1927 I I Fox (713) 314-3510 2. THE SUBJECT PROPERTY DOES NOT UE - WITHIN THE 100 -YEAR FLOOD PLAIN AS CIVIL/SITE ENGINEER: IDENTIFIED BY THE FEDERAL EMERGENCY CSC Engineering & Environmental MANAGEMENT AGENCY ON COMMUNITY PANEL Consultants, Inc. No. 4SD41CO144 C. DATED JULY 2, 1992. Tabor Rood Vim-• Bryan, Bryan, 3. 1008 COVERAGE GROUNOCOVER, Telephone (979) 778-2870 ne (979) DECORATIVE PAVING, DECORATIVE ROCK, OR Fax (979) 778-0820 p PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, SURVEYOR: THE PARKING LOT SETBACK, RIGHT-OF-WAY, Carianagno Surveying, Inc, AND ADJACENT PROPERTY DISURSED DURING 2714 Finfeather Road CONSTRUCTION. Bryan, Texas 77801 Telephone (979) 775-2873 4. ALL ROOF AND GROUND -MOUNTED Fax (979) 775-4787 MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE LEGEND VISIBLE FROM ANY PWC RIGHT-OF-WAY OR I mil RESIDENTIAL DISTRICT WITHIN 150' OF THE — UT — EXIST. UNDERGROUND TELEPHONE LINES SUBJECT LOT, MEASURED FROM A POINT FIVE — EUE — EXIST. UNDERGROUND ELECTRICAL FEET ABOVE GRADE. SUCH SCREENING SHALL — R' --- EXIST. WATER UNE BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A — ss — ss — EXIST. SANITARY SEWER UNE UNIFIED APPEARANCE. PROPERTY BOUNDARY E7gST. GAS METER (7D BE ABANDONED) g IRRIGATION SYSTEM WILL BE PROTECTEDfv3 iilll EXIST. WATER METER BY EITHER A PRESSURE VACCUM BREAKER, A REDUCED PRESSURE PINCIPLE BACK FLOW no EXIST. MANHOLE DEVICE, OR A DOUBLE-CHECK BACK FLOW iJ PARKING SPACE NUMBER DEVICE.AND INSTALLED PER CITY ORDINANCE 239 HANDICAPPED PARKING AND UNLOADING ZONE 6. ALL BACK FLOW DEVICES WILL BE )(1o1.40 SPOT ELEVATIONS OF EXIST. GRADES INSTALLED AND TESTED UPON INSTALLATION X10mm SPOT ELEVATIONS OF PROP. GRADES AS PER CITY ORDINANCE 2394. -.- DIRECTION OF PROPOSED DRAINAGE SHEET FLOW 7, SEE CONSTRUCTION PLANS FOR DUMPSIER SCREEN DETAIL ABBREVIATIONS S. SEE CONSTRUCTION PLANS FOR PAVEMENT TC - TOP OF CURB AND CURB DETAIL ''.... TP - TOP OF PAVEMENT 9. IN THE EVENT THAT THE ELECTRICAL LINES ',. TW - TOP OF SIDEWALK NEED TO BE DUG UP FOR ANY REASON, THE PCC - PORTLAND CEMENT CONCRETE PROPERTY OWNER IS 100X RESPONSIBLE FOR S/W - SIDEWALK THE REPLACEMENT OF THE DUMPSTER PAD U.E. - UTILITY EASEMENT AND FENCING. P.U.E. - PUBLIC UTLIIY EASEMENT PARKING OFF-STREET PARKING REQUIRMEN TS A. TOTAL NUMBER OF PARKING SPACES BUILDING BUILDINGSIZE, UNITPARKING EXTENDED NUMBER TYPE OR rqusr. trot REQUIREMENTS, OFREQUIRED USE psrklag,ps ,MrsgJR PARKING SPACES' PROP. RESTAURANT/COFFEE -7,000 sq. R 1 space / 100 sq. tL ufbidg. amn 70 HOUSE TOTAL NUMBER OFPARKBVG SPACES REQUIRED: 70 TOTAL NUMBER OF PARKING SPACES PROVIDED: 13 B. HANDICAPPED PARKING ANALYSIS INAMMM REaO= 1. REQUIRED NUMBER OF ACCESSIBLE SPACES sm 74" W use) TOTALPARKIM ING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESU3LE 1-25 1 1 26-50 2 1 51-75 3 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSn3LE• 2. ACCESSIBLE SPACES PROVIDED CATEGORY PROVIDED REQUIRED COMMENT TOTAL ACCESSIB6E I 1 0 EXTRA VAN ACCESSIBLE(PARTOFTOTAL) I 1 DEXTRA PARKING NOTES: 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED Orr TO NEAREST WHOLE NUMBER PATRICIA STREET (20' R.O.W.) 0__ SS — SS — SS — SS — SS SS SS — SS SS -- SS SS SS EXIST, EDGE OF (h) .�- STREET (FLAT r t0 M �o^ I G N a -_z i y O W _ Om(YN _ J �r> O 0 = O U O REECE, BILLIE J. KATHLEEN DUDLEY, CAROLYN MATHESON BOYEIT, BLOCK 2, LOT 5 (PART OF) VOL 6889, PG 190 & 193 ZONED NG -1 n r I H K H GROUP LL.P BOYETT, BLOCK 2, LOT 4 & 5 (PART OF) VOL. 7068, PG 116 TTI ZONED NG -1 D "r W J as W 0 7 a^aRo r v J N Zo> of J no W N O m EXIST. SS MIA IS5 SS s— SS SS 1 naso / N 45.00'00° E t00.nn' n4 n v a PROP. STD. VERTICAL CURB -DOWEL INTO EDGE OF EXIST. PAVEMENT SSSS -- SS PROP. 6' S/W WITH BRICK PAVERS -13 rJTic c2 ( -, S/W d A. CURB asf� LDG. «6.5' EXIST. EXIST. VER170N MH ( I _ ,L EXIST. METER BOX ENTRANCES VARY HEIGHT OF _ w CONSTRUCTED V 1d1.1z 1 1 I I 6, VERT. CURB - 1r�' $ PRO . TRAFFIC BOLL ARD O W OWNER: 400 UNSITY DRIVE, LLC iCa5a �/ EXI$TI "t l O SITE Vim-• PG 279 PROP. 6 ' ZONED! NG -1 BLOCK 2 r"'XI$,.I 1D' S.: I- SIDEWALK P.(I IE I mil I 9.00' SEE OTE 9 ��TYP• SCREENING FENCE (WITH WATER SEALANT) 1 y x. — FOR DUMPSTFR PAD I 1 �� io1,; 1 PROP. DOUBLE 1.1t CLOSURE �1ac.oc GATES W/PROP. RODS AND PROP. ROD HOLES IN PAVEMENT .. 1co.eo' I;�Xioi.a! i I � 1 1 '�" - PROP. DRe1NAGE_ FLOWS p 4 EXIST. WOOD FENCE ci -,DUI P I �1 1 PROP. 7' PCC PAVING r (REPAIR AND 3 REPOSTION AS NEEDED) .�tocol D, ROP. 1.11 10 1.11 r: X I W�NDICAP in p 101.1°' 1.11.31 I 1 c P EXIST. GPKIN �PROP. 4' S ( � PARKING 1.70' ,•.<v�:;: %<10; tel' . EXIST. SS MH ( r,o (MODIFY TOPS ^1m.az Y1eo.e7 PROP. 6' PROP. WOOD SCREENING FENCE EXISTI14G oUILDiNO d 01.3` F7YCROhCHtAeNi � -71,46 1.73'— EXIST. .73' EXIST. TRANSFORMER CONCRETE WALK 'KING PARKING LINE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) n a n .96' EXIST. CONC ETE ADS PO BE FSrF PROP./W TYP. 6' VERT. \ ® CURB 'tiJ FRT-�, �1 0 COVERED 12' ENTRANCE N 50.00' ONE STORY BRICK BUILDING S 45.00'00' W METERS -TO BE REMOVED BY OWNER LOT 9 BLOCK 2 PROP. STD. VERTICAL CURB AND GUTTER rAZI TP.ANSFOMAER ST LOCATIOIN QUIRED BY GE STATION ES N HANDICAP I RAMPS E OF PROP. TER VE EXIST. 4' AND 10E WITH 6' WITH BRICK , a PROP S/W �, 8 CURB AND LDG. «6.5' EXIST. VERTICAL CURB Mj ( 9>� COVERD AND GUTTER. EXIST. METER BOX ENTRANCES VARY HEIGHT OF TO BE ADJUSTED - w CONSTRUCTED AS NECESSARY CURB TO MATCH FOR PROP. SW $ EXIST. CURB W OWNER: 400 UNSITY DRIVE, LLC 7. BOYETT, BLOCKI 2, LOT 8 iC 9 SITE VOL 64188 PG 279 LOT e ZONED! NG -1 BLOCK 2 1 COVERED 12' ENTRANCE N 50.00' ONE STORY BRICK BUILDING S 45.00'00' W METERS -TO BE REMOVED BY OWNER LOT 9 BLOCK 2 PROP. STD. VERTICAL CURB AND GUTTER rAZI TP.ANSFOMAER ST LOCATIOIN QUIRED BY GE STATION ES N HANDICAP I RAMPS E OF PROP. TER VE EXIST. 4' AND 10E WITH 6' WITH BRICK , a Al a —EXIST 4' 4' � �, SIDEVfA,Lf( fi HitIt IN PROP. 'STD.' r VERTICAL CURB Mj ( 9>� AND GUTTER. UNIVERSITY DRIVE VARY HEIGHT OF w CONSTRUCTED . CURB TO MATCH 1 $ EXIST. CURB W �PxIST45/2" a N WATER SERVICE LINE END OF 7. CONSTRUCTION L3.41' Al a g �, Q , (oil fi HitIt IN UU r g 8 Mj ( 9>� 2 UNIVERSITY DRIVE AND TAUBER. 3.53' UU FH 200' O V UNIVERSITY DRIVE AND TAUBER. © c SHEET TITL 50.00' 1 SITE 10 0 10 FEET me AS S ERD NATURAL GROL 4'X4' MIN. (4' WIRE MESH TIED TO T -POST �- SVpIMENT CONTROL FABRIC FTAS�ETDk NiUR MLW TOOA 7FILTE HFAABR BgTO IT N1TH COMPACTED BACK F ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO 1ACCUMULATE ALIGN FENCE ALONG SLOPE CONTOURS. ­� 6 11Aw SWPPt-03 b SILT FENCE FOR EROSION CONTROL NOT TO SCALE DIMENSION NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERNISE UT LEGEND �EXIST. UNDERGROUND TELEPHONE LINES EUE- EXIST. UNDERGROUND ELECTRICAL -- 44 - EXIST. WATER LINE EXIST. SANITARY SEWER UNE PROPERTY BOUNDARY f -J EXIST. GAS METER (TO BE ABANDONED) EXIST. WATER METER (v) EXIST. MANHOLE i3 PARKING SPACE NUMBER HANDICAPPED PARKING AND UNLOADING ZONE );tof as SPOT ELEVATIONS OF EXIST. GRADES )Gam SPOT ELEVATIONS OF PROP. GRADES --►- DIRECTION OF PROPOSED DRAINAGE SHEET FLOW ABBREVIATIONS: TC - TOP OF CURB TP - TOP OF PAVEMENT TW - TOP OF SIDEWALK PCC - PORTLAND CEMENT CONCRETE S/W - SIDEWALK U.E. - UTILITY EASEMENT P.U.E. - PUBLIC UTUTY EASEMENT BB - BACK TO BACK OF CURB BC - BACK OF CURB FC - FACE OF CURB FB - FACE OF BUILDING PATRICIA STREET (20' R.O.W.) S S S S S S -- 5- 5- S S S S -- S S- S S- S S -- S S S S- S S Q- SS SS SS - SS - „s SS SS -- SS I a no' UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) 1 10 0 10 FEET MEMPI U) U U DIMENSION & EROSION CONTROL PLAN PROJ. NO.: 7025-101 4(Y% DRAWN BY: MDK DATE: 03N9tt17 / /t 7 SCALE SHOWN APPR: MFF G DRAW NG: C-3( SHEET 30F4 8'-0' 8'-0 3 _ PATRICIA STREET EXIST. = L (20' R.O.W.) / PROP. STD. VERTICAL CURB -DOWEL 0 -8 }/ INTO EDGE OF EXIST. PAVEMENT — SS SS SS --- SS SS -- SS SS SS SS SS SS — SS -- SS - — SS — SS — SS -- 2 EXIST. EDGE OF ioasn o- 2 1/4' GALV. STEEL PIPE STREET (FLAT PROP. 6' S/W WITH 6._0• WITH THREADED CAP 'rl NO CURB _10010 !^ ,nen <> I K PAVERS ' 00A0 e ve 1 Ivnvo EXIST. VERIZON ' IAH-0 - '4— X PRO P. SD. 7' CONCRETE DUMPSTER PAD .20 VERTICAL URB 12-0 15 ITZ AND GUTTER C-7 = �� i tOt,00 aa •'T-6' '- ° C y�8N''II���mp�o�i-_(;z''i - � IEXIST. TRANSFORMER ME R 8'-0• -ADJUST LOCATION PROP. TRFFlC COLLEGE STATION4 AS REQUIRED BY 6' VERT. ARD MAX UTILITIES /0.O18'O.Q&W. PROP. 6' SIDEL— o 10000 0 REGRADE AS11aoaS TP PROP. GUTTER d ¢ cv REQUIRED TO DRAIN I I 24'-0• 0'-6• _..... N z ,o. e \ ot.cc ( I ',� ( X TP 104 OFTEXI T. _ _ tot.t� X, 10420 6' CURB O FENCE U "190.60 AND PROP HANDICAP o-8. 4'-8 4'-8' — -- — 3 'z tOL t0' PROP. OOUBLE IOSUREot'tt m a FO ITEETFJ28 214F.) PROP. m o N P 701.10 ROMP. ROD HOLESOIN PAVEMENT ACCESS RAMPS RREaI Y O CONTRACTION JT. '' o 4' X 8' PVC SLEEVE !{-- -�' O 8 h T CONCRETE APPROACH PAD FCR FENCE SET POST i>�- rn �a X,01 ( ( _�_ PROP, DRAINAGE_ r_ ,�o.as N4 O 12' O.C.&W. 8' WITH NON SHRINK GROUT Um n tvo.00• T�� I UI FLOWS I %lam ,0.0.25 Q F 2 e z PROP. 7' PCC PAVING 16'-0' DUMPSTER I �I f- b $ � 2- #4 CONT ; -{ PARI�8 $ I .> Pi o vi 8 8 $ 101.,, �' X I HANDICAP a a� z y,c� � ss � I/4 O 78' 0.0.E.W. < ^� %�;� `�%%r1 ij._. ✓��' THICKENED EDGE REINFORCEMENT ,b,.=, I P EXIST. g'o m,.,s I S •YA' / / /F %:�/i,,, , %��% -'-6' O 12' O.C. 2'_0• 10DA1 GRAVEL � ... - -• .�,,,��, �j �j z I PROP. 4' S/W PARKING 101 1. I AQ z I hm Iat1 �8• _ _ _ _ 21 101.16, ." t. a EXIST. SS CONCRETE MHS o r /•�,//', ll���l o I \ a�,•>�...a\> �.\.>, 6• I' (MODIFY (LOWER TOPS_;kZA2 100.97 P- I E > \ � \ m. is '�n'0 7010° to,�%, REOUIRED TO TCH PROP. SIDEWALK 101 O EATER SUBGRAOE � 1 --NATURAL SOILS `< i� 01.25 PROP. 8' 1(SSREE ITERAL NOTES io,.as ON SHEET C-1 -9'-8' 10 REQUIR E AS TMr � ` PAVEMENT G E -TYP. o 0 Y ❑ ❑ �kl,%�. � WITH BRICK REQUIRED TO DRAN ( 701 � o O REECE, BILUE J. KATHLEEN DUDLEY, & Ev1snlIO BUILDING o,s:r I,J ° -+o, Sn EXIST. CONCRETE PAVERS ° ° Trt CAROLYN MATHESON Er+CrO„CHi.;erer ( tom• ADS � SEXIST. 4 DUMPSTER ENCL, PLAN AND APPROACH PAD 2 DUMPSTER ENCL. WALL SECTION BOYEIT, BLOCK 2, LOT 5 (PART OF) J �I °7 ` 0 BE EMO F EXIST. oto -Jt.as” u- rdn -I 7 NoiioscALE VOL. 6889, PG 190 & 193 1 . ^ ,o,%> PROP. /W TYP. � NOT TO SCALE ZONED NG -7 I'..w:.o� •� `.M ,o, r `0 6' VERT. CURB -r w ma •R EAST. TRANSFORaER—! jq+�I tp':vrr+ Y —e.W 7 W X1'1 giST2" WATER i 1 X 8 CEDAR FENCE (COATED WITH to. s i. d e- —. SER CE LINE H WATER SEALANT) WITH 1//2' GAP /e. a `, I. Q)°% to T/J BETWEEN BOARDS WITH 4ALVANIZEO NAILS NAILED TO HORIZONTALS H K H GROUP L.L.P BROP S/WURB / O VOL 7068, PG 116 AND -6.5ABANDONED CAS J/ BLOCK 2, LOT 4 & 5 (PART OF) ' J 2 X 6 'WOLD' ZONED NG -1 EXIST. REMOVED BY OVI ER 1� PRESSURE TREATED HORIZONTALS COVERD EXIST. METER BOX ENTRANCES TO BE ADJUSTED AS GALVANIZED 3/8'0 U -BOLTS NECESSARY AR FTORR• a a O EACH 2 X 6 POST CONNECTION — — — — — COUNTER SINK BOLT HEADS W H AND USE GALVANIZED WASHERS H BETWEEN WOOD AND BOLT OWNER: 400 UN ITY DRIVE, LLC Q H BOYETT, BLOCK 2, LOT 8 & 9 0 2 1/4' GALVANIZED STEEL. VOL. 64 PG 279 PIPE V41H THREADED CAPS LOT 8 ZONED NG -1 - LOT 9 BLOCK 2 BLOCK 2 U W W �O 3 DUMPSTER ENCL. FENCE DETAIL NOT SCALE U TO z ,•i o T 0."E STORY !CK BUILDING `+ 0 BR ad z _ O.I_no �oz N N Y J ZOO OGO J OJ W N� } _ 0]n CONCRETE VYALK PARWNIG LINE UNIVERSITY DRIVE (VARIABLE WIDTH R.O.W.) COVERED ENTRANCE �\ 50.00' 50.00' S 45.00'00" W 100.00' UU U © SHEET TITLE: DRAINAGEAND GRADING PLAN cp PROD, NO.: 7025.101 DRAWN BY: MDK DATE 03/19/07 SCALE: AS SHOWN APPR MFC t DRAWING: t 10 0 70 FEET C-2 SHEET 2OF4