The URL can be used to link to this page

Home My WebLink About13-248� 7{ ® 1� S/TE PL.AN CONSTRUCTION DOCUMENTS • EGE S TA TION TEXAS February 2014 For Interm Review Only These documents are not intended for construction, bidding, or permit purposes. Prepared by: James T. Batenhorst No. 93631 VICINITY MAP N.T.S. INDEX OF SHEETS OI -SITE PLAN 02 -DEMOLITION PLAN 03 -GRADING PLAN 04 -UTILITY PLAN OWNER.. rHrrH •S - (;/p DA VID J: RICHARDS, JR, 13939 NORTH WESTFWY HOUSTON, TEX4S 7704 --0 (713) 869-0151 PROJECT BENCHMARK: TBM - NORTH RIM OF MANHOLE ON INLET APPROXIMATELY 167 FEET NORTHEAST OF THE NORTHWEST PROPERTY CORNER, X= XXXXXXXX, Y= XXXXXXXXXX, Elev= 296.38 0 Hodge, Horace Delorne \ & Delora Marie \ Glenhaven Estates Ph.3 \ Block 13, Lot 12 i , w 1 .♦ 'll- i � 1 T\ / r r1 1% / 1 - Riley, Joe Brian Glenhaven Estates Ph.3 \ Block 13, Lot 9 \ Ill BE wn IE cale: r 1 inchS= 30 feet ' ► a, - - �- SANITARY SEWER LINE -�-- SANITARY SEWER CLEANOUT - STORM DRAIN LINE -°-°-°-�- GAS SERVICE LINE t!1 UNDERGROUND ELECTRICAL &I UNDERGROUND TELEPHONE -= UNDERGROUND CABLE RIGHT OF WAY 9 FIRE HYDRANT Q PROPERTY LINE - - - - PUBLIC UTILITY EASEMENT LINE EXISTING SETBACK LINE F �E MM FIRE LANE - - - -290.00- - - - EX. CONTOURS zso PROP. CONTOURS PROP. CONTOURS F-1 AIR HANDLING UNIT PAD **22' of 6" STABILIZED SUBGRADE LIMITS OF ' CONSTRUCTION 2 *3' 15' of 8" REINFORCE TD 8SW t!1 LOO &I CONCRETE PAVEMENT ***MATCH Q PQ U p EXISTING O SECTION A -A NTS *3' MEDIAN W/ STAMPED CONCRETE **STABILIZED SUBGRADE 98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM ***NEATLY SAWCUT JOINT Liu, Duan & Fang Deng \ Glenhaven Estates Ph.3 \ i\ Block 13, Lot 8 \ Murray, Kathleen Ann\� Glenhaven Estates Ph.3 Block 13, Lot 7 7 1 %ter- _ � \ /Fonguy, Roy C & Mary Glenhaven Estates Ph.377 Block 13, Lot 6 - `- - -,..- _ _ _ - �' / - - - - - - - - Berryhill, John M & Adrian) e / Blonien, David C & \ Glenhaven Estates Ph.3 Charles C Jr & Katherine Block 13, Lot 2 Glenhaven Estates Ph.3 � Minami, Roger K I Paetzold, Ramona Lee �c Block '13, Lot 5 Glenhaven Estates Ph.31 Glenhaven Estates Ph.3 Block 13, Lot 4 Block 13, Lot 3 SURFACE MOUNT BIKE RACK SURFACE MOUNT BIKE RACK ni 24" 6" (min)' °'_ /-#4 Bars @ 15" O.C.E.W. X,\\�,\\/�i. 7%i�St%ice7, STANDARD CONCRETE PAVEMENT DETAIL NTS rr, , - - , ., TYPE 3 CURB NTS EX. 10" WATERLINE , EX. 8" WATERLINE \ r ADA CRAMPS \ King, Patricia A \ Glenhaven Estates Ph.3 Block 13, Lot 1 \ PARKING REQUIREMENTS Parking Required=1 space per 65 SF(restaurant) =216 Spaces Parking Provided=283 Spaces Handicap Parking: Per Table 2 Section 4.1.2 of TAS for 101-150 needs 7 Space(s) 7 H.C. Spaces Provided (Includes 5 Van ,Accessible) N, VICIN QTY MAP N. S. SITE PLAN NOTES: 1. Name of Project: Pappadeaux's Seafood Kitchen 2. Legal Description: Lot 1, Block 16 Gler shaven Estates Phase 6 3. Owner: Pappa's - c/o David J, Richards, Jr. 13939 Northwest Fwy Houston, TX 77040 (713) 869-0151 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, S' ite 204 College Station, Texas 77840 (979) 260-6963 5. Architect: KSA Architecture 129 Tejas Trail Grapeland, TX 75844 6. Contractor: XXXXXXXXXX 7. Zoning: GC (General Commercial) 8. Existing Use: Medical Office Proposed Use: Restaurant 9. Setbacks: Per City of College Station Ordinances 10. Site Area: 4.37 acres 11.-- Water Demands: Min.=O gpm, Avg.=xx'; gpm, Peak=xxx gpm 12. Sanitary Demands: Min.=O gpm, Avg.=xx gpm, Peak=xxx gpm No, portion of this site lies within the 100 year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO215E or 48041 CO „20E, Effective Dates: May 16, 2012. GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any "excavation. a. Contact Dig Tess @ 1-80)-344-8377 b. Contact Mike Lavender @ Suddenlink 846-2229 C. Contact Richard Wallace 9,Verizon 821-4752 d. Contact Gllbert Martinez @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Josh Norton @ Athos Gas (Gas) 764-3570 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified) Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and ocal regulations. 5. TRENCHING AND BACKFILLING: All tren , hing and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any reesting due to substandard work shall be at the expense of the Contractor. Structural area shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys 3nd parking areas. 6. It is the responsibility of the contract r to comply with all State and Federal Regulations regarding construction activities near energi ed overhead power lines. Additionally, the contractor shall coordinate all proposed work and pro dures with the City of C.S. Electrical Division. 7. All materials & labor not identified as I a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. !' 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if Lproperly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with S ddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible for traffic L control. This is not a separate pay item. 14. Temporary spoil areas will be identified lon site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross I any property line. 17. Contractor shall provide parking lot striping in accordance with the layout shown on these plans. 18. All sanitary sewer being constructed with this site plan are private. 19. All dimensions are to the back of curb'! unless otherwise noted. T.979.260.69163 63 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRI\E EAST SUITE 204 COLLEGE STATION, T 7784C PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES 1 STREETS SITE PLANS * SUBDIVISIONS www.mitch ellandmor ,an.com o c '0 Li �v2o a Oa�ua 3o2oT� CD - O m �E :3 o(=avm U` -L N'7O cOO�0 vZ 0 U C O tty N C F C� > ommIN > Q (D -0 D: p�CY M p N tLp�U t!1 LOO N Q PQ U p O U PROJECT BENCHMARK: TBM — NORTH RIM OF MANHOLE ON INLET CINDER BLOCK APPROXIMATELY 167 FEET NORTHEAST OF THE NORTHWEST PROPERTY FILTER FABRIC NOT TO COVER \� CORNER, X= XXXXXXXX, Y= XXXXXXXXXX Elev= 296.38 1 ox. DRAIN INLET 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE THE CONTRACTOR SHALL CONTACT ALL UTILITY SAND enc A P TSP a P I': Y„fr> COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. ® pix `'�� , SAND enc' a. Contact Dig Tess @ 1-800-344-8377 .,r3 r ° FILTER a FABRIC wS",3A3iTw.�� (nE, HAY BALES b. Contact Josh Norton @ ATMOS 229-4627 ROCK SIZEes c. Contact Dan Augsburger @ Suddenlink 595-2429 3/4” TO 1-1 _ d. Contact Richard Wallace @ Verizon 821-4752 NOTE: METAL T—POST AS REQ'D. TO MAINTAIN. e. Contact Gilbert Martinez @ CS Electrical 764-3660 TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN ' AND/OR FILTER SEDIMENT—LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. f. Contact Butch Willis @ CS Utilities 764-3660 SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. g. Contact Ken Gray @ CS Fiber Optic 764-6330 PI -00 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVERALL DEMOLITION REQUIRED FOR 2"x4" WIFE MESH THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. *MINIMUM 12' SHALL BE FULL FASTENED To T=POST r GENERAL NO TES: WIDTH OF SITE ENTRANCE 3. DEMOLITION SHOWN ON THIS PLAN INCLUDES STRUCTURES THAT HAVE NOT BEEN CONFIRMED TO BE CLEAR OF ASBESTOS. ASBESTOS SURVEY WILL NEED TO BE PERFORMED TO THIS BUILDING AS SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER WELL AS ANCILLARY EQUIPMENT/ITEMS ON THE LOT AND PAVEMENT. 6" MIN. DEPTH STONE (ASTM D448, 3" TO 0' ' VARIES METAL T—POST FASTENED SECURELY TO T—POST & WIRE MESH B" OF FILTER FABRIC TO EXTEND HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK. 5" DIAMETER) OVER TO j0 50 AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS 5. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. WITH SAME SQUARE ��UT SPACED 6' APART WITH COMPACTED BACK FILL LAST SHALLDSTUR DISTE SEEDED URBANCE. SODDED WITHIN 14 CALENDAR DAYS OF 6. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION.. FOOTAGE. A SILT FENCE AND/OR 2.5' TO 5' AT TOE OF ALLOWSLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 7. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALLTIMES. HAY BALES TO BE USED IN AREAS OF ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 8. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERTY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN— EXISTING STREET �� DRAINAGE FLOW. NATURAL GROUND OF FLOW VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. DIRECTION UNLESS OTHERWISE SHOWN ON PLANS. UNDERGROUND SERVICE LINES MAY REMAIN IN PLACE ONCE DISCONNECTED FROM THE BUILDING AND THE MAIN UNLESS OTHERWISE SPECIFIED. v STONE IS TO BE MAINTAINED 177wit 17AVI RAW �^ " ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 9. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. NOTE: 6" MIN.' DRESS WITH ADDITIONAL 4„ I SILT AFTER EVERY RAIN. 10. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, STONE AS NEEDED. 4"x4" MIN. TRENCH 4"h THE CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. So AS TO PREVENT 11. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING CONSTRUCTION TRAFFIC GEOTEXTILE j/ / FROM TRACKING MUD ONTO THE DRAINAGE SYSTEM. FABRIC ADJACENT PUBLIC STREETS. SILT FENCE ASSEMBLY 12. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I E SILT FENCE ROCK CHECK DAMS ETC) SECTIONA A SUBGRADE 13. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTILTHE SITE IS STABILIZED. CONSTRUCTION EXIT SJLT CONTROL, 14. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOTA SWPP1-O2 SEPARATE PAY ITEM. r' 16. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION. 17. SANITARY SEWER AND WATERLINE TO REMAIN SHALL BE CAPPED AND MARKED WITH SURFACE MARKER INDICATING CAP LOCATION FOR FUTURE USE. 18. THE CONTRACTOR SHALL CUT LIGHT POLE CONCRETE FOUNDATIONS 2' BELOW PROPOSED FINISHED GRADE. ,.,-�.'"'..�•�'' v PRIES IRRIGATION CONTROL VALVE EXISTINGg,,�jf TO BE REMOVED WATERLINEx EXISTING LIGHT POLE TO BEhEMI1 \ RELOCATED (SEE U 01 FOR DETAILS) EXISTING 12„ RCP STORM DRAIN LINE JUNCTION BOX TOP TO BE LOWERED' f r r TO MATCH GRADING PLAN (SEE GRADING PLAN FOR ELEVATION) rn ,z > W4.�TGHT POLE TO a BE REMOVED TOISREMAINTING S„ RCP._ EXISTING CURB INLET TO REMAIN - ..E 11 i Vii.,' s \ �1'G• . z, �`d'� - '""s �,?rrYr irn'a a,v'y'xa ^. —EXI_S�dNG qLIGHT GVH A k ,fie E TO REMAI n. SAW CUT EXISTING 5' \ LI OLE TO Y y �xt, CONCRETE SIDEWALK w`: E REMOVED "� x;i,f... ” s xis f 'u •-`„ 1. tzl x—e, S'. �`i� r'. ;k 'Y '*.7 :Y E 3 S � ?• � �'.x' \idr `FT )(, " � kf`> L 4 Vii � f t CY \ 5L t `'S S ,�. w EXISTINLECTRICALJw'_...r _R MAIN 1° ..✓.,r , < \ a •�'" a t z 3 i , �f a \ -'v ,tt a `� �.F 3: �z LNG TELEPHONE <. ..TRAFFIC �o PEDESTAL TO REMAIN z NOTE , BE,,.<REMOUED ALL, HA , DICA ✓ ✓ P AND TRAFFIC S �. ON< P O E B R OUE R,_,P.,RTYA.TQ E _M,,, , _ A SEWER MANHOLE {z t i a r � 1 3 sz .G 3 Z¢ Y h i 4 i di 1 L: ry S f \ 3 F t £ Y, I MGVE. 3 x _ 1 t � 3 7 •WOODEN \ s x NE 9 50S f � 9 4 F E X ( E / i ) h Y TO BE EMOUED � st f F { y 5> J,S f v, } 7 i z i 1 4 e.. � F G. a _ F U Y B REMOVED.< > 4 MM Al y tl i { r� 3 i Y L S 3 1 S ? t r 3 Y STOR IN RA INLE7 \ 3 v BER 0'( EME - �.. ,,.:,.. Z tx/ r i { 4 'a S J Y I Scaie: I r >, E � \ 3 Y F 1 inch = 30 feet 1 / r r rE y � s LEGEND 0 CONCRETE DRIVE APRON/SIDEWALK/ PARKING LOT TO BE REMOVED 0 CONCRETE SIDEWALK TO REMAIN y PARKING LOT AND UTILITIES AREA TO REMAIN BUILDING TO BE REMOVED STORM DRAIN INFRASTRUCTURE TO BE REMOVED CURB TO BE REMOVED --*—PROPOSED SILT FENCE EXISTING 18" RCP - STORM DRAIN PIPE TO REMAIN LIGHT POLE TO BE REMOVED rf frs SWPP1-03 SAW CUT EXISTING 5' CONCRETE SIDEWALK AN ASBESTOS SURVEY SHALL BE COMPLETED ON THE PROPERTY. THE DEMOLITION CONTRACTOR SHOULD USE AN INDIVIDUAL TRAINED UNDER THE ASBESTOS NATIONAL EMISSION STANDARD FOR HAZARDOUS AIR POLLUTANTS TO OVERSEE THE REMOVAL AND DISPOSAL OF MATERIALS AND USE WET DEMOLITION WORK PRACTICES DURING DEMOLITION OPERATIONS IF ASBESTOS IS PRESENT. NONFRIABLE AND NON-REGULATED ASBESTOS -CONTAINING VAPOR BARRIER MAY BE DISCOVERED DURING DEMOLITION ACTIVITIES; THIS VAPOR BARRIER MAY BE DISPOSED OF AS CONSTRUCTION DEBRIS IF IT REMAINS NONFRIABLE. I', \ EXISTING LIGHT POLE TO REMAIN ,�� •.fix - \ EXISTING 48" RCP IRRIGATION TO REMAIN CONTROL VALVE TO BE too a REMOVED EXISTING 48" RCP EXISTING CURB 4r o AND HEADWALL INLET TO REMAIN TO REMAIN �GQ RETAINING WALL k� TO BE REMOVED STORM DRAIN iG INFRASTRUCTURE \ TO BE REMOVED \ EXISTIN TRAFFIC SIGN TO RE AIN a \ IRRIGATION CONTROL VALVE TO BE REMOVED \ III a \ WATER VAULTS TO BE EXISTING TRAFFIC SIGN J; REMOVED, TO REMAIN �_ 6,.� EXISTING 6 GAS METER TO l ;. BE REMOVED SEWER LINE ,�. EXISTING MANHOLE 47 LF OF 18" R A • .. TO REM IN STORM DRAIN PIPE `y. r .';.a SAW CUT EXISTING 4 TO BE REMOVED :, �: •�•"�'""` • cY< �;_ a 5 << a'3 3 �' _. ,. ,, CONCRETE SID EWALK ,3' z x -l. >f G . -t 1<< L ATO EXISTING RAMP y„ TO BE REMOVED RE OV � B� E M 5> �t 1f f EXkSTING 8" WATER a., ; LIGHT Tom.• L T- P V r, L TO REMAIN t A M 0 to r B .,. r . EE R fu. t F. Y t Sf bw - - d.n,..,. --,vas .. .. .. 4 t E OX., Q F. LEC R C =6 «A • .r� T ICA k F0RE EXISTING RAMP QVED CONTAG G 'CSS ' EG RI.C, FO TO BE REMOVED �,> < T�r ~rY-� x a u w.3 >:SiG >T0. �. AN T . , _. , ,.. .,_ .: _.:.. SAW CUT EXISTING 4 REMO ED. __ , FO V F CONCRETE SIDEWALK �r �.c h .} r .f! 4 x:� s tF., F 'F EXISTING LIGHT POLE 2r . art' a 4< c �> o x � TO REMAIN 1v - T f Y 5 3 3. wgigS.. , 'Mx? xct �"'� I I 284 I "-- --- i 36"X45 DEGREE BEND 36" FL=275.54 i I I i SD -1 STA 3+61.56 36" WINGED HEADWALL T/HEADWALL=XXXXXX 36" FLOUT)=XXXXX (WI -1 STA 4+6( I RELOCATED FH PROPOSED GRADE EXISTING GRADE ��-----�--------------------------- 7+50 8+00 298 296 294 292 290 288 286 284 282 280 278 276 274 00 m LL- LL - 0+00 0+50 36"X45 DEGREE BEND 36" FL=275.54 i I I i SD -1 STA 3+61.56 36" WINGED HEADWALL T/HEADWALL=XXXXXX 36" FLOUT)=XXXXX (WI -1 STA 4+6( I RELOCATED FH PROPOSED GRADE EXISTING GRADE ��-----�--------------------------- 7+50 8+00 298 296 294 292 290 288 286 284 282 280 278 276 274 "C" 7-49 inlet —\ TC=29 . G=296.81 FL=291.89 Elea BOX 7' Wood Fence 0.9'E of Line Fence Transition 6" Wood Fence 1.4' E. of Line 7' Wood Fence 0.4' E of Line 10' Public Vol. 795, Vol. 702, 60 Fnd, TX DOT \j Monument \-A C\ (Disturbed) GO. N 56' W 0.90 \N \N poernent GO(, (eta (CO fnd. TX DOT— Monument Al73 (Disturbed) 7- / S 54* W 0.59' 0 "C" . H. l. ,3 5,25 ) Inlet 17 Riw=2,96. J8 FL -290-588 101.0 S de, 4_1 03b o 5 00j1ding C-p.p. 25 701, 795, Pg LJ:56rn� Vol- tiorl U1 ility t-ollege InY a t TC=28J 253 G=282.64 15' Building Line f L =27-4.18 Vol. 795, Pg. 701, B.CD.R. ✓ 0 L PO Jos RetoinIng Wall lb Fn d. 518 1, R. Cap 24 RCP Headwall Z_ Q0 285.03 Utility Easemen It Gran ted to the City Of College Station (Called 0, 025 Acre) Vol 901, Pg. 92, B.C.D.R. • 07 5j, the city 21 9. GrOnted to \/01. wa 6r vault 3 4.3 7 0 A S Gas Me ter (190,374 S . ......... iddL %` , 6 a G trio gax '�98 Inlet. rC==289.78 G=289. J4 Electric FL =285.88 Transformer �()o 7' Wood 1.1 j N. Z \0 -,o� 0PTI0 1 C ��.G� 2 9 0 t Dt a I i Fn d. 112" I.R. S 59' W — 0.36' �y 0 �00 00 6' Wood Fence 0.9' N. of Line 7' Wood Fence 0. J' S. of Line