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HomeMy WebLinkAboutDrawingsVARIABLE WIDTH PRIVATE ACCESS & P.U.E. (4998/262) NOW OR FORMERLY HD DEVELOPMENT PROPERTIES, L.P. J4 (VOLUME 6322, PAGE 049) 15' PRIVATE ACCESS LOT 11, BLOCK 1 & P.U.E. -T 600 SQ.FT. OF SCREENED .... 11.323 ACRES ]jDHa&H ZONED: C-1 m` ®Ia= gc&II s n" a W .----�"'_ • .,....►""' 10' P.U.E. ..• 187.C�� "' (5390/294) S41'59' 58 - w" „"V... .�" NOW OR FORMERLY STORAGE AREA, REF. �- CIVIL SITE NOTE #9 157.98,,..... � 5 W HYDRANT S 41'5 9 8 FIRE 20' PRIVATE ACCESS 'ps & P.U.E. (3663/313) ..� ..- �TSACK 25, gU1LDING---,'� 24.00' ., W / 15' PUBLIC I DRAINAGE ESMT. .�' it (5390/294) BAKER &CARNES INVESMENTS, LLC ELECTRICAL "''��METER �_,.,• (VOLUME 5835, PAGE 281) 64 �- 44 O C.O. STORM INLET SEWER �• DOMESTIC (VOLUME 5836, PAGE 001)O 8 C.Y DUMPSTER PADAREA 13- 3/4"' 1-3 IRRIGATION 251NG. SATS- --1-3/4" DOMESTIC w SCREENING, SEE �� WATER RMETERS DETAILS SHEET C2.1 WATER METERS -"'""ooao STORM SEWER 67 BAJA GRILL J -BOX 1 �G 0 2 N � LIN Cp. v QS Cpm NOW OR FORMERLY DELMAR BARONHEAD 1, LTD. (VOLUME 3663, PAGE 313) LOT 1 AR, BLOCK 1 12.741 ACRES ZONED: C-1 64' PRIVATE ACCESS _ 66 o USE: RESTAURANT (w/o DRIVE-THROUGH) c (SINGLE STORY) MI FIRE LANE `ter 4' CONC. S.W. o (3,571 SQ.FT.) ILLJ STRIPING, SEE " o - - - _ _ _ c� DETAIL SHEET _C2.1 J " t° RACK NEW STORM PFLF,L%@[-� @HN m �' � SEWER J-BOXISU00AMBULATORY ELECTRICALMETERS RAMP, SEE DETAIL 0.0 z SHEET C2.1 N ELECTRICAL C.O. 53 ® TRANSFORMER PAD . I� \aJ�,}s �; it T NEW STORM �O z 6' CONC. S. W. 3GQ>fi d . - , _ _. �' °- N SEWER CURB M x 42 I INLET tri w T N AL � U7 1 � 12 SPACE © (9 x18') 2 H/ =138. 0' 10.13' 24.00' 12.87 10.00' 7.00' 0 I 23.50' N ) rd � I M ��so , oo _ W (z _ -- & P.U.E. (3663/313) FIRE LANE F. -, _ --- -, _ __. ___ � __ 6• __ LOT 2RA, BLOCK 1 0 `� d RETAINING WALL FIRE LANE 0.717 ACRES �; N LOT 2RC, BLOCK 1 V) SIGN W 0.831 ACRES o S 33'53'03" E ZONED: C-1 0 ZONED: C-1 FIRE LANE FIRE LANE 35 -' 27.87' �, Q ENHANCED PAVING FOR Lu y CONCRETE SIDEWALKS, 15 I 0 SPACES ® 9'x18') 181.39' SEE CIVIL SITE NOTE #6 -�- \eUQp./NG � Ck . 30' PRIVATE ACCESS O & P.U.E. (3663/313) 25' BUILDING SETBACK FIRE LANE -T- ' A f ` 0 SAN. SEWER S RM SEW R ,V s�•O�� MANHOLE STORM SEWER 20 P.U.E. J -BOX \`\� O Sg �� L` (3758/277) _ ' 14'35"- E N 51 14 35 E - 151.68 N 51 1 52.49' NOW OR FORMERLY MAROON CITY PARTNERS, LETD. (VOLUME 3694, PAGE 085) ELECTRICAL TRANSFORMER PAD LOT 4R, BLOCK 1 1.84 ACRES ZONED: C-1 'n SCALE / / c O� AR/<e`00� Off• �tiy9 Pia N\ J�RS��� ORFS Sul," v To R ti CITY OF y90 o FQP� 'o COLLEGE STATION CITY OF BRYAN BAJA GRILL �9 00 (� i� -I]- �G -UE T�L-�1 � U Tlo -OHE- F� GAS 8 CY DUMPSTER PAD METERS w/SCREENING N N) o -� ��� 0 POWER POLE H/C PARKING -j m EO � N23.00' F-JA/c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ROW, SEE DETAILS z GAS METER @MH Q oc.o. � <:>FH -__ SHEET C2.1 -- o - - - �' ------- PROPERTY LINE "GATEWAY" RETAIL CENTER GATEVIIA " ' � `'' N m o COURTYARD M m W Q Q �. w Q I- OPEN Iwo USE: RETAIL W " z LiJ v U (REF. CIVIL SITE COVERED PATIO NOTE #7) +� cn J00 T � Lo O (SINGLE STORY) O ,024 SQ.FT. (1 ) (7,510 SQ.FT.) z N °8 4 -BAY BICYLE O J " t° RACK NEW STORM PFLF,L%@[-� @HN m �' � SEWER J-BOXISU00AMBULATORY ELECTRICALMETERS RAMP, SEE DETAIL 0.0 z SHEET C2.1 N ELECTRICAL C.O. 53 ® TRANSFORMER PAD . I� \aJ�,}s �; it T NEW STORM �O z 6' CONC. S. W. 3GQ>fi d . - , _ _. �' °- N SEWER CURB M x 42 I INLET tri w T N AL � U7 1 � 12 SPACE © (9 x18') 2 H/ =138. 0' 10.13' 24.00' 12.87 10.00' 7.00' 0 I 23.50' N ) rd � I M ��so , oo _ W (z _ -- & P.U.E. (3663/313) FIRE LANE F. -, _ --- -, _ __. ___ � __ 6• __ LOT 2RA, BLOCK 1 0 `� d RETAINING WALL FIRE LANE 0.717 ACRES �; N LOT 2RC, BLOCK 1 V) SIGN W 0.831 ACRES o S 33'53'03" E ZONED: C-1 0 ZONED: C-1 FIRE LANE FIRE LANE 35 -' 27.87' �, Q ENHANCED PAVING FOR Lu y CONCRETE SIDEWALKS, 15 I 0 SPACES ® 9'x18') 181.39' SEE CIVIL SITE NOTE #6 -�- \eUQp./NG � Ck . 30' PRIVATE ACCESS O & P.U.E. (3663/313) 25' BUILDING SETBACK FIRE LANE -T- ' A f ` 0 SAN. SEWER S RM SEW R ,V s�•O�� MANHOLE STORM SEWER 20 P.U.E. J -BOX \`\� O Sg �� L` (3758/277) _ ' 14'35"- E N 51 14 35 E - 151.68 N 51 1 52.49' NOW OR FORMERLY MAROON CITY PARTNERS, LETD. (VOLUME 3694, PAGE 085) ELECTRICAL TRANSFORMER PAD LOT 4R, BLOCK 1 1.84 ACRES ZONED: C-1 'n SCALE / / c O� AR/<e`00� Off• �tiy9 Pia N\ J�RS��� ORFS Sul," v To R ti CITY OF y90 o FQP� 'o COLLEGE STATION CITY OF BRYAN BAJA GRILL �9 -o- CHAIN LINK FENCE -I]- �G -UE 00 -OHE- F� -w- T� -s- SEWER LINE 0 POWER POLE PARKING REQUIREMENTS: ORDINANCE: RETAIL SALES &' SERVICE: 1 SPACE / 250 S.F. RESTAURANT (w/o DRIVE): 1 SPACE / 65 S.F.** ** REQ'D FOR AREA EXCEEDING 25 % OF RETAIL CENTER REQUIRED: TOTAL RETAIL CENTER = 12,105 SQ.FT. PERMITTED RESTARUANT USE _ (12,105 * 25%) = 3,026 SQ.FT. PROPOSED RESTARUANT USE _ 4,595 SQ.FT. 1,569 SQ.FT. > PERMITTED 12,105 / 250 49 SPC. 1,569 / 65 = 24 SPC. TOTAL REQUIRED = 73 SPC. (w/3 BEING H/C) PROVIDED: 64 STANDARD SPACES 0 REGULAR H/C SPACES 3 VAN H/C SPACES TOTAL PROVIDED = 67 SPC. * REF. CIVIL SITE NOTE #8 SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE -I]- WOOD PRIVACY FENCE -UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -w- WATER LINE -s- SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR F-JA/c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER @MH MANHOLE oc.o. CLEANOUT <:>FH FIRE HYDRANT 01' TELEPHONE PEDESTAL - - - BUILDING. SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE �Plannina Fle C����� CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 - EXISTING SITE, DEMOLITION & EROSION CONTROL PLAN C1.2 - GRADING & DRAINAGE PLAN C1.3 - PAVING PLAN C1.4 - CIVIL ON-SITE PRIVATE UTILITY PLAN C1.5 - LANDSCAPING PLAN C2.1 - SITE & PARKING DETAILS C2.2 - PAVING & DRAINAGE DETAILS C2.3 - UTILITY & MISCELLANEOUS DETAILS 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. PER THE REPLAT OF LOT 2R, BLOCK 1 OF THE GATEWAY SUBDIVISION, PREPARED BY KERR SURVEYING, CO. A CLOMR (CASE #02-06-2622C) SUBMITTED TO FEMA IN OCTOBER OF 2002 REVISED THE FLOODPLAIN TO BE CONTAINED SOLELY WITHING THE UNDERGROUND DRAINAGE STRUCTURES. 4. ALL ROOF & 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 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. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. 6. ENHANCE PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONTRETE COLORS ARE NOT PERMITTED. 7. THE OPEN COURTYARD AREA WILL NOT BE USED FOR DINING PURPOSES AT ANY TIME, BUT WILL BE UTILIZED FOR A WAITING AREA (PER MR. TODD CARNERS - PROPERTY OWNER). AT ANY GIVEN TIME THE SUBJECT PROPERTY PROPOSES ANY KIND OF ENTERTAINMENT (LIVE MUSIC, POOL TABLES, ETC...) A CONDITIONAL USE PERMIT WILL BE REQUIRED APPROVED BY THE CITY COUNCIL. 8. THE SIX (6) PARKING SPACE DEFICIENCY IS 9% LESS THAN THE REQUIRED PARKING COUNT. THEREFORE, AN ADMINSTRATIVE ADJUSTMENT WILL BE REQUESTED FROM THE ADMINISTRATOR. 9. THIS AREA WILL BE ENCLOSED WITH A SIX (6) FOOT HIGH WOOD SCREENING FENCE FOR THE PURPOSE OF ENCLOSING ONE REMOVALBE FREEZER UNIT. NO CONCRETE SLAB WILL BE PLACED IN THIS AREA. 10. SEE CIVIL DETAIL SHEET C2.1 FOR SITE AND PARKING MISCELLANEOUS DETAILS. DIMENSIONAL CONTROL NOTES: 1. 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 ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF 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 UNDERSTAND AND 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 ANY CONSEQUENCES ARISING OUT OF THEIR USE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). -- DEMOLITION NOTES: 1. SEE SHEET C-0 FOR DEMOLITION PLANS AND DETAILS. 2. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO COMMENCEMENT OF WORK. 4. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. 5. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND­- ALL NDALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW. REnit i RED i a P IED +2' 10 ,.`>4' s�D c COMPLIANCE AUG 5 2005 COLLEGE STATION ENGINEERING "ItviEwEp FOR COMPLIANCE AUG 2 4 2005 � COLLEGE STATION DEVELO?A4ENT SERVICES RABON 0 ` METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rinengineer@verizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 DESIGNER R.A.I. - DRAFT, DESIGN, CONSULT 4500 CARTER CREEK, SUITE 203 BRYAN, TX 77802 OFF: (979) 846-3366 FAX: (979) 846-3365 SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 81'17/05 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. .>4c,�P�� OF TEk if Ism �-� 9�f 10/ ; ; - CLIENT INFORMATION CARNES INTEREST, INC. c/o TODD CARNES 230 SOUTHWEST PARKWAY EAST COLLEGE STATION, TX 77840 OFF: (979) 693-7835 FAX: (979) 693-7839 FILENAME: 0211 SP1 R4 SCALE: 1 "=20' ISSUED DATE: JANUARY 17, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 47-51 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 171 - 0221 If 11*0 �.j SHEET NO. 2 OF 9 T I- T U) U) «'Q Q w0 Q ►w - T ? I- m � J JLdZc-4-o W �Ooz CL CE 0 �>v LTJ L,j1.✓L0 r C7 i- N m o of W Q N m I- Q Iwo M LiJ W 0 H V) U �WQ v J00 T � Lo O O Q U LTJ O CLIENT INFORMATION CARNES INTEREST, INC. c/o TODD CARNES 230 SOUTHWEST PARKWAY EAST COLLEGE STATION, TX 77840 OFF: (979) 693-7835 FAX: (979) 693-7839 FILENAME: 0211 SP1 R4 SCALE: 1 "=20' ISSUED DATE: JANUARY 17, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 47-51 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 171 - 0221 If 11*0 �.j SHEET NO. 2 OF 9 LOT 11, BLOCK 1 � 11.323 ACRES IjDHa&M ZONED: C-1 MOIR= _ r,,.�"'� 10' P.U.E. \,N .� 1 -7.93 -. "'"" (5390/294) w WW - 3 - 3/4" DOMESTIC 1 - 3/4" IRRIGATION WATER METERS-, � Ot -Ir-,O" \N - 20' PRIVATE ACCESS & P.U.E. (3663/313) No 15' PRIVATE ACCESS o. n „ c 15' PUBLIC DRAINAGE ESMT. (5390/294) STORM SEWER J -BOX STORM EWER AREA 1 LET U-) GAS__!II(! J ��L VARIABLE WIDTH METERS 8 CY DUMPSTER PAD PRIVATE ACCESS w/SCREENING �(llli`��iu II & P.U.E. (4998/262) !I SII, IiI� 1111�1J "GATEWAY" RETAIL CENTER I �l'= OPEN AREA 0\-� AREA I�111� USE: RETAIL ��� I 7_61 ° 0 (SINGLE STORY)CP CS@9COVERED PATIO N llll€II-� (7,510 SQ.FT.) III '1ii� Q o. No (1,024 SQ.FT.) I� _ lil CPZ @HNIII T _ 01 00 li r �` 11111 11�,_� �lllii �I Lll11i- IL11�J1 Lii it ELECTRICAL ,ill METERS -• I F 111 �II�I lr Ill�111111'ITII111 \ 11I�1- 11 Hill -I�(€ ®_ Ili j ELECTRICAL > TRANSFORMER PAD�'ll -r NEW STORM ��1 IZIE�Itill �y� S WER J -BOX LOT 1 AR BLOCK 1 L. >� y'G7 12.741 ACRES ��? s NEW STORM I 6' CONC. S. W.�� <� it ��0 CS CVS SEWER CURB 11� ll� I i l ISI INLET ZONED: C-1 Ur VIII yam-ulLlllu= alllli-J 64' PRIVATE ACCESS'} - - & P.U.E. (3663/313) 00 ' LOT 2RA, BLOCK 1 RETAINING WALL 0.717 ACRES S 33.53'03" E ZONED: C-1 27.87'-----, - 30' PRIVATE ACCESS & P.U.E. (3663/313) N ` O ORM SAN: SEWER J-rBOX SE CJ8°On�� MANHOLE 88.07 N 51_•14'35" E_, 52.49 ELECTRICAL TRANSFORMER PAD LOT 2RB, BLOCK 1 0.551 ACRES ZONED: C-1 I nT 7D(' RI (V`t! 1 STORM SEWER 20 P.U.E. J -BOX _ ___Z(3758/277) - - N 51014_'_35 ---151.68' _ LOT 4R, BLOCK 1 1.84 ACRES ZONED: C-1 LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. 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. 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. 9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 7. THE EXISTING IRRIGATION SYSTEM FOR PHASE ONE, "GATEWAY" RETAIL CENTER, IS NOT SHOWN. LANDSCAPING REQUIREMENTS (PHASE TWO) SITE AREA METHOD: CANOPY REQUIREMENTS: 0.54 acres = 23,522 sgft, @ 30 pnts./1000 sqft.: 50% CANOPY TREES: (800 x 50%) = 400 pnts. (23,522/1000 x 30) = 706 pnts. REQUIRED = 400 pnts. PROVIDED = 600 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 1,040 pnts. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS -w- PLANTS -s- NAME NAME POWER POLE 0 LIGHT POLE SUBSTANTIALLY GUY WIRE ANCHOR 2.1" TO 3.4" QUERCUS LIVE EXISTING ®wM WATER METER ® 6 CALIPER VIRGINIA OAK CANOPY TREE oc.o. CLEANOUT •(�>FH 6 > 1.25" LAGERSTROEMIA CREPE EXISTING NON -CANOPY ------- PROPERTY LINE -------- EASEMENT LINE CALIPER INDICA MYRTLE TREE NV4 o Q LL J >_ JQ -- _U _ Q 1-W o m W!^ z D w0� V MYRICA.' DWARF EXISTING 0� Q U W 0 10 15 GALLON CERIFERA WAX SHRUB 230 SOUTHWEST PARKWAY EAST COLLEGE STATION, TX 77840 OFF: (979) 693-7835 FAX: (979) 693-7839 FILENAME: 0211 LIP R SCALE: 1 "=20' NANA MYRTLE CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 47-51 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 171 - 0221 ILEX - - DWARF EXISTING' 0 42 5 GALLON CORNUTA BURFORD SHRUB BURFORDI-NANA HOLLY 4 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 600 CALIPER NIGRA OAK CANOPY TREE • O 11 > 1.25" LAGERSTROEMIA CREPE PROPOSED NON -CANOPY 15 GALLON 440 CALIPER INDICA MYRTLE TREE TREE PLANTING NOTES: MARK SLEEVING 1. STAKE ABOVE FIRST BRANCHES OR LOCATION w/%"x2" PLACE BOLT IN CURB AS NECESSARY TO PREVENT AGAINST GALVANIZED IF NO SIDEWALK IS SLIPPING OF RUBBER HOSES. CARRIAGE BOLT SPECIFIED 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED ° - WIRE ENCASED IN 1" .• ". RUBBER HOSE EXTEND SLEEVING 24 (MIN) - z' ° ' -e 3 x BALL DIAMETER oo %/i .' .e. 5' MIN BEYOND PAVEMENT &SEAL t-/,�, / j.//:/j j/ // // 2"x2"x8" PINE STAKES ( ) TAPE OPENING \(BOTH ENDS) �\��\,�\��\��\/��\,�\/ OR METAL T POSTS X , (MINIMUM OF TWO) PINE BARK MULCH -- -_ MINIMUM 2" THICK)co . ���i�\///\\/\ -_i / / i` �i`�\/��///�//���• ��%�/j�/��//�/%/ SLEEVING SEE PLANS ������/����//�M, NEW TOPSOIL '/��/��������;� FOR SIZE & TYPE) w/FERTILIZER (MINIMUM 8" DEEP) ' TREE PLANTING SLEEVING ,r,,, ,� N.T.S. anning N.T.S. OPLIANC AUG 2 4 2005 SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -w- WATER LINE -s- SEWER LINE 0 POWER POLE 0 LIGHT POLE SUBSTANTIALLY GUY WIRE ANCHOR DA/c AIR COND. COMP. D4wv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER (70, MH MANHOLE oc.o. CLEANOUT •(�>FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE HATCH LEGEND �!i11 SOLID SOD AREAS `I;II (TIF 419) ' hh SEEDED AREAS h h h t h h t h h h h } SERVICES el$ RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@verizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 DESIGNER R.A.I. - DRAFT, DESIGN, CONSULT 4500 CARTER CREEK, SUITE 203 BRYAN, TX 77802 OFF: (979) 846-3366 FAX: (979) 846-3365 SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 81'17105 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TFk`t 5�P q a 1 d*: ,*d/ RABON METCALF• 8858 r Avo FS•-.... .• G .,. 0 V)V) w Q Cn Z QW0 F- Q DD > W ob0zz J W Z Noo Ad;0 U 0 Qof m 0 NV4 o Q LL J >_ JQ -- _U _ Q 1-W o m W!^ z D w0� V C) W LLJQ 00 LiJ -� '�? o 0� Q U W 0 CLIENT INFORMATION CARNES INTEREST, INC. c/o TODD CARNES 230 SOUTHWEST PARKWAY EAST COLLEGE STATION, TX 77840 OFF: (979) 693-7835 FAX: (979) 693-7839 FILENAME: 0211 LIP R SCALE: 1 "=20' ISSUED DATE: JANUARY 17, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 47-51 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 171 - 0221 soC1 ■ If SHEET NO. 6 OF 9 I� x o a 7-P F, ��r-iii11 S� HAND "I hIS ADVANCE T BC7 1� 1 V/7 10,0 IS1�1` rA 64 VA 111,14 wA�iDf'J I'N "VA FAhq PRI roil lieu® IN Al `i �i 11■I!. ............ novo w I ow r W ��U ---------------------- r---------*------i C� x c- i I 4' mai O 7 FIRE SUP EM EM I i I o �4 --------------------------.--------- --------- ----------- , I Q i CDC P� I I I wx �y{ I W i I e� Q © • U oDO�z 7oQ DDQ o �vp a0� 0 v p 04 o � Z.7 X00 , 4 qo��Q Qo�v Do �o I i i I a a ----------- ----- - ----------------------, - -- ndH1-SSVd I�_ j j/iiiii//iiiiii/i/�.�/iiiiivriliii/iii.•rviiii/iii/ii/iii/i/r/iiiii/iiiiiiisiiiiii/iiirii/iiiiiiiiiii�ii//i/iiiriii/iiv/iirii/;,�i/iuriiliiilr � /�` It'r 1 .► I '���i' / � I'I I 'J � ; �� ,�'� - LL 1 zuJ 7- I I ,� ►`� ' ,�Pc SCC I I `\ / / D o "- , I I I P.O.S. ( I :... • ; '' - ` \ \ /r /� - I I BY OWNEP. I ( .: '::. `'. ��•' r. ` '\\ `\ 6! //. .: Oq I I I ey I •,' Lu 0 0 I • R M t U 1 — �yc�oOY �----.------------I ___ __ ____.r__-___ _ __T__ __ ______T______ _.,- __r__ _ ____ __-,___ NI-F�ZO3 � o 0 0 •Q: �� W T r V= N O 14-0021 w /2- YMsm I p >7 ,SEW /MUG' FTOSTER u Fo S- g� ue ood Service \1 - /• PACK BAC-( BAR COOLER -24-G � \ � TBE -24-6 I. I I .2->� ID 7 - AREA SUMMARY RY TOTAL RESTURANT 3913 SF OOVERF,D QINING 1024 SF OURTYARQ 190 SF TOTAL $QUART FT. 5127 SF 1 < < F' / - LL 1 zuJ 7- I I ,� ►`� ' ,�Pc SCC I I `\ / / D o "- , I I I P.O.S. ( I :... • ; '' - ` \ \ /r /� - I I BY OWNEP. I ( .: '::. `'. ��•' r. ` '\\ `\ 6! //. .: Oq I I I ey I •,' Lu 0 0 I • R M t U 1 — �yc�oOY �----.------------I ___ __ ____.r__-___ _ __T__ __ ______T______ _.,- __r__ _ ____ __-,___ NI-F�ZO3 � o 0 0 •Q: �� W T r V= N O 14-0021 w /2- YMsm I p >7 ,SEW /MUG' FTOSTER u Fo S- g� ue ood Service \1 - /• PACK BAC-( BAR COOLER -24-G � \ � TBE -24-6 I. I I .2->� ID 7 - AREA SUMMARY RY TOTAL RESTURANT 3913 SF OOVERF,D QINING 1024 SF OURTYARQ 190 SF TOTAL $QUART FT. 5127 SF FLOOR PLAN ►iirriiriiirioriiirrirriirrirriiriiririirrirriiriii®ririririrrriiri c �11®c�►�:•_��a_,_�• .�:flc�,=.��.e,;r-• � �-.�c�,.� � ! �; MARGARITA MAOMWITA MACHINE 3311 3311' SCALE: 1/4" = 1'-0" ( 01 .,..._`'.•� Y. // . _ „--- :.. ...:_ - � \.\. : / . -Za::. 1__�. :-. .. / __•. .-._.- _... _._ :.v, i �-ice .Z, ,t _. ,:•/'-'_.•_+, �,: IMMIRWINMFMI , r i° J "ice •� \ "`?!a i rte, i \a �\ .._._ ,... ., ,, .. ,. _, • ... _ -_. __ .., .. \ ., .. _ _ \•. , . - ,! 11 \ I -.. ;....�_; �. , . \ � � _. _� ,.-•-��. .:,/l//////Ll,/fin ,'! 20 .� \ . ............- ,,,,,,, ,,rte . _. — ..,:__.....__ _. ,,,,,,„r,,,,,,,,,,,,,,,,,,,•,-, \ tt t r !I i l l \ ( \ i r t % 1 t r_. . / •! • \� // 1. 1 �. 1 rVZ t1 .\ \: r \ \ r \” r✓ ® f / ,. !,/ / ,.... ,:,......-,I I ,... -h\ i3\• \ .. .. ,.,. I.+r !). ..,. ,F• 71 ,. (:� ,. ,l 1, r. .. ♦ i ,.l il. ,.. - , .., .. •.,., ...... - ,. . , I % N /�. , J 7,\ 71....1 / , . t\ ( r c �- pn i „\ ,,. (� • ILi ., „ ,rn,. I, , .,,, ,.,,..., .,.,yr,b iul :�. /::/! .u,., ..,. L., �i,.. z't(If,. \\\\� .� /rlr/,1.. Q\\\,i:.i.,� / Ili .1\ • /1'� l / J V. / f . // /.1,.141, ,,::'., i( '\\\W11i1� / 1 .1 , .1 ' i i 1 m lu . rl li \; �� •%r , � i t r�. ,a.• ..f., 17„1 it ..c.a.�. •ri �. %/, n, ■�® ,atm r :r - ! Y1 F , � .-. MINI MI MIMIh �' ►� , . , -• ,. /„ .: G \ 1� \ MN MINI 1 Ili. .V .�I!11!1,�!111!IMII!II!1 _MINI i M � s I j �;-. � rel 44 /II`rll_� � �� , ' � 1/_� • ---l— i -.>,,NTATI� ` ii7 r� �Il� +�'il�lf!//Il ,i11 Y V�fiW�1Y� 1V\Y,(/{ / �`r,,1'r,( ,,�`,,11IIV11�`,,11�`\r■\r■■ `i;1,,11r,\\�\II00{,�1 �(/�{ % �-1� •ar ��� ��� '",�. �� ������ f�,���IIY//.r �I. ,1�,�Ir.r•••t )"j��r//��II �t if �/� a% ��� �� � a� •..r��� �. ` r, '� r'. •Ir, .rr �f. ,r, �..' ` _ .r� - �. .r• PRIVACY Jj ..Y :y--• \•r' •'y,, I , .y Lv ;.� � I os IfR /(It MMr `�j! • � flit ••� .r . • �>. ��. �'>' . • ��+ � �'> yy 4c^ '�,; 1, 'c^: �Z M ~cam 1 ♦c�' `• • t Wf?EN PALM W�N Al1EEN P11UA BGUCAINIAWA WASHINGTON BOUGMNVILk1 PALM BWCAIhNWA-BOUGAINVIWA BWGgINVIW WEEN PALM PALM WEEN PALM IOW POST WASfiINGTON WEEN PALM W!/ SAILORS PALM WASHING WASHING WASNIN WEEN PALM BOUGAI MWA BWQAINNWq f2 FEliOE POST (TYP) - PALM PAW PALM WN/�SAII,ORS P� C W SING -. BQUEEN C�NYII.tJA BWGIUNNWA - &E FENCE (•n'P,) , LEFT ELEVATION SCALE: 3/1611;:= 11-011 06 FRONT ELEVATION FACING UNIVERSITY — — _ — — — — STUCCO 4,550 $F STUCCO 1,153 $F TQTA� BUILDING EXTERIOR GL44SS 283 $F TQTA� BUILDING EXTERIOR SURFACE 5,986,$F .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} .. tz�ts��er�lststat���l�t�� � it nn r� , � ��.•\,�.,M.Irl!li!I�11!11!I�!11!IMIMI�!11!IMII!IMIMI�!11!�1!IMIMIMI�IM!IMIMIM!11!IMIMIMII!11!IMIh,, _ ,��� MIMMIMI MI MI I%�,. //,,err, / gym!%%ir.� 1MIMIMI� EXTERIOR SURFACE AFJEAIQ TOTAL BUILDING EXTERIOR, STOCQO 4,550 $F TQTA� BUILDING EXTERIOR STONE 1,153 $F TQTA� BUILDING EXTERIOR GL44SS 283 $F TQTA� BUILDING EXTERIOR SURFACE 5,986,$F .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} NRA REQUIREMENT NOTES z \\ nn iiMIMEr n n n • ,sti\ Iilllllll!I!t•I, • • • • • • • • � .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} .. tz�ts��er�lststat���l�t�� � it nn r� , � ��.•\,�.,M.Irl!li!I�11!11!I�!11!IMIMI�!11!IMII!IMIMI�!11!�1!IMIMIMI�IM!IMIMIM!11!IMIMIMII!11!IMIh,, _ ,��� MIMMIMI MI MI I%�,. //,,err, / gym!%%ir.� 1MIMIMI� CONC.STONE CAP • • � � —„a,� �� t� mum 121 SCALE: 3/16" 1',0” 03 SCALE: 3/16"_=1'-0" 105 ( REAR ELEVATION SCALE: 3/16" =� 1'-0"7 LEFT ELEVATION INSIDE COURTYARD in w�0 v1 W a SCALE: 3/16" = 1'-0" 02 O O U a SCALE: 3/16" = 1'-0" ( 04 ( FRONT ELEVATION INSIDE COURTYARD W Lr W LL O w ' ' I W � � M CO SCALE: 3/16" = 1'-011 1 01 COURTYARD LEGEND \ SINE OF SCORE IN OONCRFTE. � 24"x24" TERRA-COTTA " TILE z EMTBOEDDED 00 0 FLATWORK 6' DIA. GRATE ARAOUND BOTTOM OF PALM TREES IN COURTYARD. (SEE •� /�� �� OWNER FOR SELECTION) \\fir 2" DIA. SHIP ANCHOR ROPE (SEE OWNER FOR SELECTION) N I'-0" DIA. POST IN l\ GROUND (SEE OWNER FOR SELECTION) PRESENTATION PODIUM � z � ww noo� z 00 0 N o l\ oc M • O �-i � 1✓ I Wl r� F� O V 1 'tMM'F- F� 0 w�0 w�L�7 V1 W SCALE: 1/4" = 1'-0" 02 O p U a SCALE: 1/4" =11-0" 1 01 ww W SCALE: 1/4" =11-0" 1 01