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U CD '' i21 .4a , 0 /„,,,....... : in __ 01,1 , . , _ c:zp- , , ________ /, , . , .. „ 1141 , li _. ,,,, 1 or . _ H lift. 0 ' n ® _ 0 G9 IcI 11 ..; , „, I!, ,$)il '\/ 1 p 1: (---:„ lir- li IF .— 1/E>c,‘ k/iii•LIU , I, 1,+---7— 'V 08 O O 0 GD in L 3OIS 41:1:1( I U NI 8/5 7 l2 -10A Od d0 3 1SOW LZ'Z L£=0 L£=01 �ti' bL'Z £=01 627W= t'27L = b S�ZL£= •g� 99'z L£- wog', d, 9Z'£ : _O N01S 33J Sd0 ersl llWl-1 Q33dS \ d3MOd \ GN660 102J30W r \ ,���``�"" . , • .. w •. ,��: .. z�.. � \ \ �t.re'�� lye. -O / 4:671£ 13SXI LLZ Don X y9 doh d O Al Q RAINBIRD 1800 POP UP SPRAY HEAD 5' RADIUS F, H, Q 30 PSI .41, .20, .10 • A A RAINBIRD 1800 POP UP SPRAY HEAD 8' RADIUS F, H, Q 30 PSI 1.05, .52, .26 O fi 1p RAINBIRD 1800 POP UP SPRAY HEAD 10' RADIUS F. H, Q 30 PSI 1.58, .79, .39 O A L RAINBIRD 1800 POP UP SPRAY HEAD 12' RADIUS F, H, Q 30 PSI 2.6, 1.3, .65 ■ p RAINBIRD 1800 POP UP SPRAY HEAD 15 EST (END STRIP), 15 SST (SIDE STRIP) 30 PSI .61 (USE ADJUSTABLE NOZZLES AS REQUIRED) LAWN HEADS SHALL BE 4" POP -UPS, SHRUB HEADS SHALL BE 6" POP -UPS OR 12" AS REQUIRED Q° RAINBIRD 1400 SERIES BUBBLER (.25 GPM) PER HEAD INSTALL (2) BUBBLERS PER TREE (SEE LANDSCAPE PLAN) SYSTEM NOT SHOWN ON PLAN NOTE: BUBBLERS SHALL NOT SHARE THE SAME ZONE AS SHRUBS OR LAWN El RAINBIRD QUICK COUPLING VALVE, MODEL 3RC OR APPROVED EQUAL. e RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL VALVE - SIZE AS PER PLAN LATERAL LINE -CLASS 200 PVC, EXCEPT 1/2" PIPE=CLASS 315 PVC MAIN LINES SCHEDULE 40 PVC (1 1/4") VALVE SEQUENCE NUMBER GPM THROUGH VALVE 1 SIZE OF VALVE N MANUAL GATE VALVE -LINE SIZE -�---- POINT OF CONNECTION ------ SCH. 40 PVC SLEEVE 2X DIAMETER OF INSIDE PIPE, ALL PIPE UNDER PAVING (NOT SHOWN) CONTRACTOR SHALL PROVIDE SLEEVES FOR CONTROL WIRE AS REQUIRED (NOT SHOWN) RS HUNTER MINI -CLICK RAIN SENSOR OR APPROVED EQUAL LOCATE ON EXTERIOR FACE OF TRASH ENCLOSURE WALL REDUCED PRESSURE BACKFLOW PREVENTER BY OTHERS SEE SITE UTILITY PLAN WATER METER (BY OTHERS) VERIFY SIZE AND EXACT LOCATION ON SITE (3/4" METER) RAINBIRD ESP -LX PLUS WALL MOUNTED CONTROLLER 16 STATION LOCATE AS DIRECTED. (OUTDOOR MOUNTED) PRV WILKINS OR EQUAL PRESSURE REDUCING VALVE - LINE SIZE INSTALL AS PER DETAIL (#1) IRRIGATION MOTES 1. All main line piping and control wires under paving shall be installed in sleeves. Main line sleeve size shall be a minimum of twice (2x) the diameter of pipe to be sleeved except as noted. 2. All main line and lateral lines shall be surrounded with a minimum of 2" of sand or rock free soil. 3. Pipe sizes shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger pipe sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 4. Install all heads with poly pipe, or morlex and pvc street ells to form a swing joint to prevent damage to the 5. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 6. All sprinkler lines around building perimeter shall be located a minimum of six inches (6") from foundation walls and all heads immediately adjacent to walks or curbs shall be 1/4" below top of walk or curb and at least 2" away from the edge of walk or curb to permit edging. 7. The Irrigation Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimum over spray onto walks, streets, etc. All sprinkler heads around building perimeter spraying water towards building shall be adjusted to minimize spray onto building. 8. This design is diagrammatic. All piping, valves, etc. shown within paved areas is for design clarification only and shall be installed in lantin areas wherever possible The FLOW 45 DEGREE ELBOWS(2 REQ'D.) TO BRING PIPE TO PROPER DEPTH P g contractor shall locate all valves in shrub areas wherever possible. 9. It is the responsibiltiy of the irrigation contractor to ; familiarize himself with all grade differences, location of walks, retaining walls, structures, and utilities. The Irrigation Contractor shall repair and replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. 10. The irrigation system design is based on a minimum operating pressure of 50-55 psi (AT PEEK TIME) and a maximum demand of 22.5 GPM. The Irrigation Contractor shall verify water pressure prior to beginning any construction and report any differences to the Landscape Architect. 11. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions or differences in the area dimensions exist that might not have been considered in the engineering of the design. Such obstructions or differences shall be brought to the attention of the Landscape Architect. 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 13. 110 volt electrical power outlet shall be provided by the General Contractor to the controller location shown. The Irrigation Contractor shall make the final hook-up. 14. All fittings shall be Schedule 40 PVC. 15. All valve boxes shall be Ametek or equal. 16. The Irrigation Contractor shall protect all construction fencing, paving, curbs, gutters, and roads. He shall be solely responsible for any damage which he may create. 17. All materials and equipment shall apply to applicable codes. 18. Install all piping, sleeves, control wires, conduit, etc. under paving prior to paving. 19. Verify static water pressure on site prior to construction. Notify the Landscape Architect immediately of pressure reading. CLASS 200 PVC LATERAL 24" LONG LOOP OF CONTROL WIRE TAPE TO MAIN LINE PIPE @ 10' O.C. EPDXY ENCAPSULATED 24 V. SOLENOID REMOTE CONTROL VALVE AS SPECIFIED. REFER TO IRRIGATION PLAN AND KEY RECTANGULAR VALVE BOX IULM_ III -III -I i -III-� III -III- 18" DEPTH MIN I_III- I -11I d I NOTE: IRRIGATION INSTALL IN SHRUB PLANTERS KAOINIIIKIF WHERE EVER POSSIBLE SCH. 40 PVC FITTINGS AS REQUIRED THREADED MALE ADAPTER, TYPICAL 1 CUBIC FOOT PEA GRAVEL MANUAL BLEED LEVER 24" EXPANSION LOOP EPDXY FILLED WIRE CONNECTORS 101 tSNI I 1 00 1 I L 1� 1 O I \� ICSI (�I dI0) �) O _10 d - I �Ca I- 1-1 /4" - (TREE BUBBLERS) X1 1/2" 1 MAX 18 GPM CN �1 /2„° I -- --------------------------- -------------------- (-�cNn n/n AIVM301S y� RPB REDUCED PRESSURE BACKFLOW PREVENTER BY OTHERS SEE SITE UTILITY PLAN PRESSURE REDUCING VALVE (LINE SIZE) INSTALL AFTER BACKFLOW PREVENTER WATERPROOF PRESSURE GAUGE (0-200 PSI) /�/ ON THREADED TEE TYP. BOTH SIDES MAIN SERVICE LINE BY OTHERS SEE SITE UTILITY PALM PRESSURE REDUCING VALVE BRASS PIPE LENGTH LENGTH AS REQUIRED PEA GRAVEL FINISH GRADE -lir ]RRIGATIGN MA NL NE -TYP. 12" SQ. CONCRETE THRUST BLOCK MAINLINE SPRINKLER HEAD CONC,,. CURB, HEADER, WALL ETC. 2 .. NEW FINISHED GRADE SPECIFIED SPRAY NOZZLE AND BODY REFER TO IRRIGATION PLAN AND KEY 3/4" SCH. 40 STREET ELL 3/4" MARLIX STREET ELL 3/4" SCH. 80 PVC NIPPLE SPRING LOADED CHECK VALVE AS REQUIRED CL. 200 PVC LATERAL REFER TO PLAN FOR LINE SIZE SCH. 40 PVC TEE FITTING 3/4" MARLIX STREET ELL (4") POP UP SPRAY HEAD Scale: NTS U N 49°50'04" W 360.97' EXISTING 104 STATIC PRESSURE AT P.O.C. VERIFY IN FIELD. ADJUST PRV TO 70-75 PSI CURB, HEADER, WALL ETC. Scale: NTS CONC. WALK, CURB, ETC. 6" ROUND VALVE BOX. REFER TO SPECIFICATIONS. INSTALL FLUSH WITH FINISH GRADE TAG OR STAMP "QC" IN 2" LETTERS SWIVEL HOSE ELL (2 REQ.) 6" MIN. GARDEN HOSE (BY OWNER) COUPLER (2 REQ.) REFER TOUIRRIGATIONVPLAN EY FINISHED GRADE I11=III III -III= CL =4 REBAR S TAKE AT 24" I_DEPTH WITH STAINLESS STEEL CLAMPS -,0-q 0° DVqTSgAt6FVpITHIN 4" o I11- .°° =III'"III F 1=1 11=10 ° °fig a o o8 p -I I I I 1=1 11= -III-p��8o ��g o� i BRICK STABILIZERS (2 TOTAL) IRRIGATION MAINLINE SCH 40 PVC SPEARS 1" SWING JOINT OR APPROVED EQUAL Quick Coupler Valve 8 Scale: NTS L0 / L0 / O / X ~ o Q LU 15- (TREE BUBBLERS) -I W t00 - I— MX Az (D ZO 1 " 18 GPM �: 7 % 0 J � _ 2' CJ _! p 40 O / % W 0Q - WH �1410.92U)/ "K, � o Q Lu z \� 0 LU r_1 af 13 16.26 ,/ O 0- W Q 12 �/� W W 14.79 P7 ILL Q / U UJ2 /2 p� RAINBIRD 1400 SERIES BUBBLER (.25 GPM) 1 1 1 1 8 j/ D` /= INSTALL TWO PER TREE (SEE LANDSCAPE PLAN) -FINISHED GRADE OF SOIL LEVEL OF POT r 1/2" SCH. 80 PVC RISER 1/2" SCH. 40 STREET ELL 1/2" MARLEX STREET ELL V -1/2" SCH. 80 PVC NIPPLE -CIC M SCH 40 PVC LATERAL (3.> < `ti co REFER TO PLAN FOR LINE SIZE �SCH. 40 PVC TEE FITTING tJ dT jD �O 1 /2" MARLEX STREET ELL C_ ��2 ; a� CC3 Tree er Head �' C0- , Scale: NTS _I _-_ (d)'2ilM „8 L ji N W 1 U 0D M_ 1� f~ `-` = � 2S \ N 64-17'11+')'2'18.3!D7/0 3 0 11- EXISTING PROPERTY LINE c::) 0 m M J _ WATER METER FOR IRRIGATION CQ , o SEE SITE UTILITY PLAN - o _ m FINISHED GRADE SPECIFIED SPRAY NOZZLE AND BODY REFER TO IRRIGATION PLAN AND KEY FLEXIBLE PVC PIPE AND FITTINGS LENGTH AS REQUIRED CLASS 200 PVC LATERAL REFER TO PLAN FOR LINE SIZE SCH. 40 PVC TEE FITTING (C-12") Pop-up Head o RAINBIRD WALL MOUNTED CONTROLLER LATERAL ° oao�Pk PLASTIC CABINET ^ REVIEWED FOR o v G GROUND WIRE PIPE SIZE GPM PIPE CLASS AUG` o1' 2005 L POWER SUPPLY WIRES 0-6 CLASS 200 PVC COLLEGE STATION N COMMON NEUTRAL WIRE ° 11-16 MP CIRCUIT WIRES (OPTIONAL) 1 1/4" 17-26..�.���a -C cn V VA ENF P%JPES TRASH ENCLOSURE ° DO TO THE SCALE OF THE DRAWING NOT ALL PIPE SIZES ARE SHOWN #2 ° /••...•..•...••.••......., WILLIAM G. HYNEK ol I......................../ HUNTER MINI -CLICK 1881 : v o ti� • IS ?.�'��.: Al RAIN SENSOR CONDUIT 115V A.C. CONDUIT 24V A.C. T G P pp HERbNKLER - N�- V EX(��APANSION COIL CO Cno, MOUNT MINI -CLICK LECTRIC VALVE y 101 tSNI I 1 00 1 I L 1� 1 O I \� ICSI (�I dI0) �) O _10 d - I �Ca I- 1-1 /4" - (TREE BUBBLERS) X1 1/2" 1 MAX 18 GPM CN �1 /2„° I -- --------------------------- -------------------- (-�cNn n/n AIVM301S y� RPB REDUCED PRESSURE BACKFLOW PREVENTER BY OTHERS SEE SITE UTILITY PLAN PRESSURE REDUCING VALVE (LINE SIZE) INSTALL AFTER BACKFLOW PREVENTER WATERPROOF PRESSURE GAUGE (0-200 PSI) /�/ ON THREADED TEE TYP. BOTH SIDES MAIN SERVICE LINE BY OTHERS SEE SITE UTILITY PALM PRESSURE REDUCING VALVE BRASS PIPE LENGTH LENGTH AS REQUIRED PEA GRAVEL FINISH GRADE -lir ]RRIGATIGN MA NL NE -TYP. 12" SQ. CONCRETE THRUST BLOCK MAINLINE SPRINKLER HEAD CONC,,. CURB, HEADER, WALL ETC. 2 .. NEW FINISHED GRADE SPECIFIED SPRAY NOZZLE AND BODY REFER TO IRRIGATION PLAN AND KEY 3/4" SCH. 40 STREET ELL 3/4" MARLIX STREET ELL 3/4" SCH. 80 PVC NIPPLE SPRING LOADED CHECK VALVE AS REQUIRED CL. 200 PVC LATERAL REFER TO PLAN FOR LINE SIZE SCH. 40 PVC TEE FITTING 3/4" MARLIX STREET ELL (4") POP UP SPRAY HEAD Scale: NTS U N 49°50'04" W 360.97' EXISTING 104 STATIC PRESSURE AT P.O.C. VERIFY IN FIELD. ADJUST PRV TO 70-75 PSI CURB, HEADER, WALL ETC. Scale: NTS CONC. WALK, CURB, ETC. 6" ROUND VALVE BOX. REFER TO SPECIFICATIONS. INSTALL FLUSH WITH FINISH GRADE TAG OR STAMP "QC" IN 2" LETTERS SWIVEL HOSE ELL (2 REQ.) 6" MIN. GARDEN HOSE (BY OWNER) COUPLER (2 REQ.) REFER TOUIRRIGATIONVPLAN EY FINISHED GRADE I11=III III -III= CL =4 REBAR S TAKE AT 24" I_DEPTH WITH STAINLESS STEEL CLAMPS -,0-q 0° DVqTSgAt6FVpITHIN 4" o I11- .°° =III'"III F 1=1 11=10 ° °fig a o o8 p -I I I I 1=1 11= -III-p��8o ��g o� i BRICK STABILIZERS (2 TOTAL) IRRIGATION MAINLINE SCH 40 PVC SPEARS 1" SWING JOINT OR APPROVED EQUAL Quick Coupler Valve 8 Scale: NTS L0 / L0 / O / X ~ o Q LU 15- (TREE BUBBLERS) -I W t00 - I— MX Az (D ZO 1 " 18 GPM �: 7 % 0 J � _ 2' CJ _! p 40 O / % W 0Q - WH �1410.92U)/ "K, � o Q Lu z \� 0 LU r_1 af 13 16.26 ,/ O 0- W Q 12 �/� W W 14.79 P7 ILL Q / U UJ2 /2 p� RAINBIRD 1400 SERIES BUBBLER (.25 GPM) 1 1 1 1 8 j/ D` /= INSTALL TWO PER TREE (SEE LANDSCAPE PLAN) -FINISHED GRADE OF SOIL LEVEL OF POT r 1/2" SCH. 80 PVC RISER 1/2" SCH. 40 STREET ELL 1/2" MARLEX STREET ELL V -1/2" SCH. 80 PVC NIPPLE -CIC M SCH 40 PVC LATERAL (3.> < `ti co REFER TO PLAN FOR LINE SIZE �SCH. 40 PVC TEE FITTING tJ dT jD �O 1 /2" MARLEX STREET ELL C_ ��2 ; a� CC3 Tree er Head �' C0- , Scale: NTS _I _-_ (d)'2ilM „8 L ji N W 1 U 0D M_ 1� f~ `-` = � 2S \ N 64-17'11+')'2'18.3!D7/0 3 0 11- EXISTING PROPERTY LINE c::) 0 m M J _ WATER METER FOR IRRIGATION CQ , o SEE SITE UTILITY PLAN - o _ m FINISHED GRADE SPECIFIED SPRAY NOZZLE AND BODY REFER TO IRRIGATION PLAN AND KEY FLEXIBLE PVC PIPE AND FITTINGS LENGTH AS REQUIRED CLASS 200 PVC LATERAL REFER TO PLAN FOR LINE SIZE SCH. 40 PVC TEE FITTING (C-12") Pop-up Head Scale: NTS Q o NORTH LATERAL LINE SCALE: ®_ ^ REVIEWED FOR PIPE SIZING CHART �OMPLIIA,NIC.E PIPE SIZE GPM PIPE CLASS AUG` o1' 2005 1/2" 3/4" 0-6 CLASS 200 PVC COLLEGE STATION 7-10 CLASS 315 PVC 1 " 11-16 DEVELOPMENT SE 1 1/4" 17-26..�.���a -C cn 1 1/2" 11 27-35 36-55 e c,�0 .....400* •• ••�; l� DO TO THE SCALE OF THE DRAWING NOT ALL PIPE SIZES ARE SHOWN #2 /••...•..•...••.••......., WILLIAM G. HYNEK ol I......................../ 1881 : v o ti� • IS ?.�'��.: diSC�� TEF•���.5 Scale: NTS Q o _ 6 I In o 00 ° 00 . N 01 II ^ -0 _0 LO O c � Q -C cn �- 0 job number 783-405T �5"LQ'`k ►:cam LODGE POLE PINE TREE STAKES ORIENT CONSISTANTLY AS DIRECTED BY LAND. ARCHITECT - SET POSTS PLUMB -1" MULCH LAYER OVER ROOTBALL AT TRUNK OF TREE -RAINBIRD 1400 SERIES BUBBLER (.25 GPM) INSTALL TWO PER TREE (SEE IRRIGATION PLAN) 3" HIGH WATERING RING AT EDGE OF ROOTBALL TREE PLANTING MIX AS SPECIFIED FINISH GRADE EXCAVATE TREE PIT IN DISH SHAPE AS INDICATED - BOTTOM SHALL BE 6" LARGER THAN ROOTBALL - TOP SHALL BE DETERMINED BY ROOTBALL DEPTH SCARIFY ROOTBALL - SET FLUSH WITH FINISH GRADE \TREE PLANTING AND STAKING DETAIL \ \ N Scale: NTS 2" MULCH LAYER OVER ALL BED AREAS 6" DEEP PLANTING BED - SCARIFY SUBGRADE BEFORE INSTALLING PLANTS SCARIFY ROOTBALL AND SET FLUSH WITH FINISH GRADE GROUND COVER PLANTING DETAIL Scale: NTS LI - 33 LI 3 LI D 7 (V 1 1 1 W � O 16 Ic IC'P LT 10 PROPOSED TEXAS PALIVILION 7 z RETAIL CENTER ° 5,931 S.F. O LI O 1 N 00- S3OV 23V� 3�1 II. of Ln d� o) QR s30dd dVmn iH GL 1 O d - Ca ONIAVd 11 1 INSTALL SOD LAWN BETWEEN BACK OF SHRUBS AND �� LAWN PROPERTY LINE \ CO PLAN LACK PLASTIC TIE OF APPROVED EQUAL ECURE TO STAKE WITH 1" GALV. ROOFING NAIL ODGE POLE PINE STAKE, ORIENT ,ONSISTANTLY AS DIRECTED 3Y LAND. ARCH. SET 'OSTS PLUMB )NLY STAKE TREES 30 GAL. OR LARGER 1" MULCH LAYER OVER ROOTBALL AT TRUNK OF TREE �AINBIRD 1400 SERIES BUBBLER (.25 GPM) NSTALL TWO PER TREE (SEE IRRIGATION PLAN) 3" HIGH WATERING RING AT -DGE OF ROOTBALL -REE PLANTING MIX AS SPEC'D -1NISH GRADE XCAVATE TREE PIT IN DISH SHAPE AS INDICATED - BOTTOM SHALL BE 6" LARGER THAN FOOTBALL SCARIFY ROOTBALL - SET =LUSH WITH FINISH GRADE MULTI—TRUNK TREE PLANTING AND STAKING DETAIL 4 1C 17 f3 NSFORMER 55 ■ QR 1 LT 8 LI 3 3 II L, BANK DRIVE TRHU AISLE N.I.C. ❑ a V V QV r N 49°50'04" W 360.97' EXISTING TREES- PROPOSED REES PROPOSED LAWN BANK 4,069 S.F. LAWN II I I II LAWN BANK LANDSCAPE: ALL LANDSCAPING AND IRRIGATION WITHIN THE BANK SITE LIMITS SHALL BE THE RESPONSIBILITY OF THE BANK. LAWN e MULCH BETWEEN URB AND SHRUBS EN (TYPICAL) ER 1 / 1 1 �tLAWN N LAWN cn } .S 4;9' 00 .E .W P,ROPER:f T,LI (d)'2J1M „8l (d). r00 rr V r c{)'�1jM .l del S 49'50'04" E 275.00 EXISTING P OPERTY LINE YTO RF MOVED U/G GA (d)SVO 0/n FEEq AIVM301S Al IVMSOIS TEXAS AVENUE (A, K " A. STATE HIGHWAY 6) QV 11 Q) 0 i i w w a) C = 0 F 0 Q L Q M B CD 20 z CL 0 w Cs C, w tiA Co U �C N 64'17`11 210.3 - EXISTING PROPERTY LINE EXISTING PLANTING BETWEEN BACK OF SIDEWALK AND SITE PROPERTY LINE SHALL REMAIN (PROPERTY OF TDOT) _ LANDSCAPE POINT CALCULATI0NS _ SHRUB PLANTING DETAIL 2" MULCH LAYER OVER BED AREA AND 1" OVER ROOTBALL PLANTING PIT TO BE 2X SIZE OF ROOTBALL TAPER SIDES OF PLANTING PIT TO CREATE DISHED SHAPED HOLE WITH 6"COMPACTED BACKFILL AT BOTTOM OF HOLE. BACKFILL WITH PREPATED PLANTING MIX UNDISTURBED ROOT BALL, SET FLUSH WITH FINISH GRADE Scale: NTS SYM. QR NAME / TYPE QV POINT POINTS CO o00 CO N 3^II 1 LAWN + 7 ° 30» SOUTHERN LIVE OAK / 18 150 2700 TREES „o LT QUERCUS VIRGINIANA - CANOPY Z LO ,r, c,. 0 QUERCUS RUBRUM DRUMMUNDII 146 150 1050 0 CALI3 PER RED OAK job number 783-405T �,- QV 3' rl- 8 40 320 llilv CALIPER LAGERSTROEMIA INDICA BASHAM'S m� O C>2 N LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE(3+ b N Cn 5 GALLON LEUCOPHYLLUM FRUTESCENS -SHRUB 101 10 1010 o ti m' 5 GALLON ILEX CORNUTA BURFORDII NANA 47 O � cn 470 n� DWARF BURFORD HOLLY - SHRUB A 5 GALLON - 168 STEEL OR ALUMINUM EDGE TO BE 1680 C!) ) LIGUSTRUM TEXANUM - SHRUB 1/2" ABOVE PLANTING BED GRADE GROUND COVER LU �H o, LAWN SOD METAL EDGE (3/16") — z u O ��_ 0 O o A Q Z MULCH J _I � OWN 3/4" ABOVE FINISH GRADE �A Q U d H � ° AV C1) 0 Z u.i LAWN\ Q C0 >- O� LONG METAL STAKE % T 0 A LOCATE ON PLANTING BED SIDE ALL METAL PAINTED DARK GREEN Q z LU JO > NN `\ C 0!� _ LO 0 0 F— o sem= �iW STEEL EDGE AND STAKING ED— ZScale: Ov Scale:NTSj U) ILu a (tel �A U �C N 64'17`11 210.3 - EXISTING PROPERTY LINE EXISTING PLANTING BETWEEN BACK OF SIDEWALK AND SITE PROPERTY LINE SHALL REMAIN (PROPERTY OF TDOT) _ LANDSCAPE POINT CALCULATI0NS _ SHRUB PLANTING DETAIL 2" MULCH LAYER OVER BED AREA AND 1" OVER ROOTBALL PLANTING PIT TO BE 2X SIZE OF ROOTBALL TAPER SIDES OF PLANTING PIT TO CREATE DISHED SHAPED HOLE WITH 6"COMPACTED BACKFILL AT BOTTOM OF HOLE. BACKFILL WITH PREPATED PLANTING MIX UNDISTURBED ROOT BALL, SET FLUSH WITH FINISH GRADE Scale: NTS SYM. SIZE NAME / TYPE QUANTITY POINT POINTS CO o00 CO N 3^II Q? VALUE c ° 30» SOUTHERN LIVE OAK / 18 150 2700 TREES CALIPER QUERCUS VIRGINIANA - CANOPY Z ,r, c,. 0 QUERCUS RUBRUM DRUMMUNDII 7 150 1050 QR CALI3 PER RED OAK job number 783-405T �,- QV 3' CRAPE MYRTLE / 8 40 320 llilv CALIPER LAGERSTROEMIA INDICA BASHAM'S m� O C>2 N LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE(3+ PINK - NON -CANOPY N 0 5 GALLON LEUCOPHYLLUM FRUTESCENS -SHRUB 101 10 1010 TEXAS SAGE 5 GALLON ILEX CORNUTA BURFORDII NANA 47 10 470 DWARF BURFORD HOLLY - SHRUB A 5 GALLON TEXAS PRIVET / 168 10 1680 LIGUSTRUM TEXANUM - SHRUB GROUND COVER LAWN SOD HYBRID BERMUDA SOD LAWN — — — Scale: NTS STREETSCAPE: TEXAS AVE. (275'./ 25 = 11 STREES TREES REQUIRED HOLLEMAN DR. (210' / 32'= 6.6) 7 STREET TREES REQUIRED TOTAL POINTS REQUIRED: 61,052 S.F./1000 = 61 X 30 = 1830 POINTS POINTS FOR FRONTAGE OF RIGHT OF WAY (485 / 50 = 9.7 9.7 X 300= 2910) 1830 + 2910 = 4790 TOTAL POINTS REQ. TOTAL POINTS PROPOSED= 7230 _J C", N U.) Gc> N PLANT MATE R TOTAL) SHRUBS / GROUND COVER ICILEX CORNUTA BURFORDiI NANA / DWARF BURFORD HOLLY 5 GAL. LF LEUCOPHYLLUM FRUTESCENS/ TEXAS SAGE 5 GAL: LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. LAWN HYBRID BERMUDA SOD LAWN Tree/Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12" FROM BASE OF TRUNK Plant Name Symbol OR TOP OF ROOT BALL. u Quantity NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON -CANOPY TREES MUST MEET THE MINIMUM CAIUPER OF A SINGLE CANE. PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. INSTALL STEEL OR ALUMINUM HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). NORTH O'EWE R COMPLIANCE AUG A . 1 2005 1 COLLEGE STATION DEVELOPMENT SERVI f,�E 0 F.TE-4'q �1 C:;) . '•. S ii s ..........P 0' WILLIAM �G. HYNEK I............ ........I 0! - . 40 fd-7 . � 1881 0 • �0 sc:'pr- Vv Q o RIAS LEGEND Q) � _ N LU CO o00 CO N 3^II Q? c SYM. BOTANICAL / COMMON NAME -a L0 _� �o TREES 3:Q SIZE Z ,r, c,. d W c.fl QR QUERCUS RUBRUM DRUMMOND / DRUMMOND RED OAK 3" CALIPER job number 783-405T �,- QV QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER A CQ W 0 c� m� O C>2 N LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE(3+ TRUNKS MIN N 3 CALIPE R TOTAL) SHRUBS / GROUND COVER ICILEX CORNUTA BURFORDiI NANA / DWARF BURFORD HOLLY 5 GAL. LF LEUCOPHYLLUM FRUTESCENS/ TEXAS SAGE 5 GAL: LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. LAWN HYBRID BERMUDA SOD LAWN Tree/Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12" FROM BASE OF TRUNK Plant Name Symbol OR TOP OF ROOT BALL. u Quantity NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON -CANOPY TREES MUST MEET THE MINIMUM CAIUPER OF A SINGLE CANE. PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. INSTALL STEEL OR ALUMINUM HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). NORTH O'EWE R COMPLIANCE AUG A . 1 2005 1 COLLEGE STATION DEVELOPMENT SERVI f,�E 0 F.TE-4'q �1 C:;) . '•. S ii s ..........P 0' WILLIAM �G. HYNEK I............ ........I 0! - . 40 fd-7 . � 1881 0 • �0 sc:'pr- Vv Q o Q) 0 _ I V O CO o00 CO N 3^II -a L0 �o C: 3:Q n I I� a� c o job number 783-405T C 11, a ------ — (d)"b1M „81, ---; -- 0 0� ---- --- --- --- --- --- --- --- --- --- ENLARGED SITE PLAN LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND GONTAININIG 1.4016 ACRES / 61,055 50. OF LAND BEING ALL OF LOT 4, BLOCK I OF REPLAT KAPGHINSKI HILL RECORDED IN VOL. 1600, PG. 221, B.G.M.R. CONVEYED TO &MRI, TEXAS, LTD. IN VOL. 301(b, PG. 105, B.G.D.R. j � PARKING REQUIRED J'5 2-40 r,6 Q4&n�` ACCESSIBLE STALLS 'i" REQUIRED 2 I VAN AGGE55 LE PARKING PROVIDED: 10 5TALL5. ACCESSIBLE STALLS PROVIDED: 5 —� 4 VAN AGGE55115LE FEMA/FIRM MAP NUMBER: THE 5U5JEGT TRACT 15 LOCATED IN ZONE "X" (UNSHADED) AGGORDIN& TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 485=55 0144G, REVISED JULY 2, Igg2. ZONE DETERMINATION VIA5 DONE BY GRAPHIC PLOTTING ONLY, WE DO NOT A55UME RESPONSIBILITY FOR EXACT DETERMINATION. ZONE "X" (UNSHADED) 15 DETERMINED TO BE OUT5IDE THE 500 YEAR FLOOD PLAIN. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE V151BLE FROM ANY PUBLIC RIGHT-OF-WAY OR RE51DENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE &RADE. SUCH 5GREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2 PARKING 5PAGF-5 @ q'= 18'-O" FIRE LI PER G REGU I REt 8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 PH:713-468-7557 FAX:713-468-7693 O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. SOFT. -- -- — i / 127 121 / la O ' 112 m�� - R5'-6" , �� -I.I 115514 121 Iq4 121 SOFT. 0 Z O 4�1 LLJ CD 110320 SQFT. 110 112 SOFT. A 112 S -0 0, $`a„ i '�o��" V ryO00 0 C:) L) 112 �3 i R51_ , o o OV ^(0, 1 PARKING SPACES @q = 54'-0" 16'-10" E _ 24-3 " 1 , .a Q� L1.J (fi E I I -6" 5 P.S. � 9'-D' - 45'-O' � � � .0 iv � \ 110 ,, '� OLLJ V) < >o >C LLJ Nm / ' r1 , �a Q� Ie.Lel W FIRE HYDRANT 121 i = viiiiiiiiiiiiiiiiii Er iiiiiiiiiiiiiiiiis ul / , �/< Z / 2 110 � R5�" �� i � 124 , — _ 25' L. ( OL. 16 0, P 221 B.C. R.) �' LI -+ 112 \ , 101 � / - / r--------------------------------------------------- i ------- ---- L— -- -- - -- - ---- --- -- -- �- -- - - - - ----W*dlM_,81---------- C:) O ``') WC) Ll) , , , , --- --- ---R ---- d (d)SdO `,/n �woe'2z O --T7x.0.3.8 '206 'Od 'CO2 ion e'n'd 301M ,Ol 24 PARKING SPACES @q = 201'-O" -i-n-d 301M ,ZI 22'-48"0(,5-4" F.V. F.V. CALLED 0.071 ACRES AREA SHOWN ON T.X.D.O.T. MAPS TO BE DEDICATED FOR THE WIDENING E OF TEXAS AVENUE (A.K.A. STATE HIGHWAY 6) L) TEXAS AVENUE (A.K.A. STATE HIGHWAY 6) N � (VARYING WIDTH R.0 w S A H A L T P A N G 777 lb\ SCALE 1' 20'-0' 1 ON1091N" ANOls 3N0 _n •NO15 3NO t g i� GENERAL NOTES N.T.S. FIRE LANE PLAN 1 \ t ONIOIiN" •NO15 3NO g 111* ® m 1 t a'a'e uxv. TEXAS AVENUE (A.K.A. STATE HIGHWAY /\(VnRnxc nD1 a aw.) 100 _ ELEVATION - _ -- 3 CnEMIFfCATE 101 CONGRETE PAVING. RE: 51TE PLAN DETAILS. COMPL1A'NC� 102 GONGRETE SIDEWALK. RE: 51TE PLAN DETAILS.REQUIREDEXISTING FIRE MAUG 0 12005 HYDRANT CONCRETE 103 CONCRETE WHEEL STOP. RE: 51TE PLAN DETAIL5. (� -f-1' 105 AGGESSIBLE PARKING SIGN. RE: SITE PLAN DETAILS. 3+2' COLLEGE STATION 106 AGGESSIBLE PARKING. RE: 51TE PLAN DETAILS. 0 44 1 ENGINEERING 107 ACCESSIBLE RAMP. RE: 51TE PLAN DETAILS. 0 NOT R �TJIFIED 108 56 SQUARE INTERNATIONAL AGCE5I5I1-17Y SYMBOL. WHITE LODate: ON BLUE BAGKOROUND. REV. DESCRIPTION DATE: IOq 4" WIDE PAINTED GROSS -STRIPING, AT 24" O.G. WITH BORDER _. ISSUE FOR BUILDING PERMIT 06.06-05 YELLOW TRAFFIC PAINT. RE: DETAILS. D FOR ® CITY COMMENTS 06-13-05 /p� pp� 110 4" WIDE PARKING STALL STRIPING -TRAFFIC DO ADA COMMENTS 06.27.05 YELLOW. L�/" NCE ® CHASE COMMENTS 07-11-05 112 LANDSCAPE AREA. %AUG 0 1 2005 ZL CITY COMMENTS 07.11-05 113 DUMP5TER ENCLOSURE. RE: 51TE PLAN DETAILS. COLLEGE STATION 114 1 1/2" THIGK GONGRETE PAVEMENT WITH #5 REINFORGINO BARS @ DMLOPWNTS 15" O.G. EACH WAY TOP AND BOTTOM, 5TA05ERED. 115 LINE OF CANOPY ABOVE. 118 WORKIN5 POINT. m SHEET CONTENTS 124 51TE LIGHTNING. RE: ELECTIGAL DRAWIN55. SITE PLAN 121 6" CONCRETE CURB. RE: DETAIL. fyLp -1'1,q 4) 155 TRANSFORMER TO BE RELOCATED. DATE: 03-12-05 156 HEAD OF PARKING A15LE NEW LOCATION. A -1.o DRAWNBY: D.C. CHECKED BY: Q.C. N.T.S. 2 KEY NOTES PROJECT No: 0520 FILE NO: 0520-A1.O.DWG FND 5/8" IR (QJ\\ \ \ \ N O Flo \ F�►606 �Q 2�, ,..'�R �; o! o�Ov�r"� N P 1yovno600, Q� < / / \ \,\,a:, l P Q J p3 SIF \\\ O�Q\G�O C NORTH To F� o1?0> GRAPHIC SCALE: 1"=30'Oqc� 30 60 90 Feet / / \ \ 9S �! r A �O �� \ 30 D R / q 9.ti F's q \ s" S /GES S9 REGJ QG 6G. .:.;••o LP P�aG RISER \ \ \ 9s Ar �9A \Cly el F `i Q (Q ® T�-b, 'y� J FND 1/2IR 6%JQ (A \ \ \ \, � Q y:�' / / / �0 0 4;, � : r • F�'r qSA � SAq� � ;� � . �... ° • /C'S'/y \ N P w`a / G�'e tiglT 2s. Fs `a�S Sys \ 5 P ...:;.. / Rte„ s ::• A O J QPGES \ \ 0 / PROJECT SITE, �e COLLEGE STATION, BRAZOS COUNTY, TEXAS VICINITY MAP NOT -TO -SCALE DESCRIPTION OF (TRACT 7) '`309 :9> ` R. C\0 ® , TRACT 1 1.401 e A TRACT OR PARCEL OF LAND CONTAININIG O 6 ACRES " •r \ ��; � 1.4016 ACRES / 619053 SQ. OF LAND 600• / qQ g •.o -1c' BEING ALL OF LOT 4, BLOCK 1 OF Q / P 61053 SQ. . 0 / 5 5 � J J f". J P E LP 10 u / G / 0 G 11• LOT / CALL 16 ACRES S .3' ED 1,40 J CONVEYED TO --_. / GMRI TEXAS, L.P. PER VOL. 3016, PG, 105, B,C.D.R. a 1 "FH QG• x,90, gG. %E!A P 13 Wv® 4 / / / LJ 1 1 O9' Q G�¢PGS S=G R - `L J Q P 6 l�i t i Pr' -_ -�ri�-' QV"•�' � `� . GONG G t j'f ^ 91- �� •9 p) t t t J cr ,� q 'PSA �a c? rFs 9 FSG P PVA Y�AC`,�j ��Cc�1 PADNSFORMER PSAq �S - t� • �,:7 � ...: , . REPLAT KAPCHINSKI HILL G .:.;�,.:• RECORDED IN VOL. 16009 PG. 2219 B.C.M.R. l O G iR PLAN CONVEYED � 9.•: /-WATER (PLAN) EYED TO GMRI TEXAS LTD. IN �- q p� y- t VOL. 30169 PG. 105, B.C.D.R. F riSET 5/8" IR S \ J� . q \ / s DESCRIPTION OF (TRACT 2) EASEMENT ESTATE ONLY ACROSS grFS FND DISC\/\ \�s• \ ,...;., ;'' - �a,>'I �.Oo�1-2, 35_�N®-4; BLOCK -1 OF - -__ REPLAT OF KAPCHINSKI HILL RECORDED IN VOL. 16009 PG. 221, B.C.M.R. GENERAL NOTES 1. SURVEYOR DID NOT ABSTRACT SUBJECT PROPERTY. THIS SURVEY WAS PREPARED WITH INFORMATION CONTAINED IN TITLE COMMITMENT GF NO. 2211000736 OF COMMONWEALTH LAND TITLE INSURANCE COMPANY, BEARING AN EFFECTIVE DATE OF JUNE 06, 2005, AND IS SUBJECT TO THE LIMITATIONS OF THAT COMMITMENT. 2. BEARINGS WERE BASED ON POOH'S PARK SUBDIVISION PARTIAL REPLAT NO. 1 VOLUME 314, A, !qP PAGE 618, BRAZOS COUNTY DEED RECORDS. PVC• 3. SUBJECT TO RESTRICTIVE COVENANTS AS RECORDED IN VOL. 1600, PG. 221, B.C.M.R., VOL. 1309, PG. 190, VOL. 1605, PG. 148, AND VOL. 6625, PG. 289, B.C.D.R. Shu `0 4. THE SUBJECT TRACT IS LOCATED IN ZONE "X" (UNSHADED) ACCORDING TO THE FEDERAL Cpm ��` EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY u 4 cy iPANEL NO. 480083 0144C, REVISED J, . ONE BY g JULY 21992ZONE DETERMINATION WAS D 0,9 `'•::' GRAPHIC PLOTTING ONLY, WE DO NOT ASSUME RESPONSIBILITY FOR EXACT DETERMINATION. ZONE X (UNSHADED) ADED IS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. o P P "--,-_.__•_ � •C` .p � :�-.• 0 0 . < q V�' �c� �e ` �`':' •' ' ` `:"' N HEREON ARE BASED ON UTILITY 2 •� � �. A �'-----_ F � �'•T• uJ 5. SANITARY, STORM, ELECTRIC, AND WATER LINES SHOW R- s )i.r_. FIELD VERIFIED WHERE Q •�' P � r,`?,1 �` a '';:>'�+,:.%•:. �:'?'' :�._�'.,,::, ' ;.-..:.... PLANS ACQUIRED FROM THE CITY OF COLLEGE STATION AND WERE G! v �,�v qSA 7 S? Oma' �.. . . "..,`.,• ,,;"^.,,. < � ,C A. BUJ____-___ Q• , ', . ' . • sA � � �¢ yq! � 9� p u ,....;.,'�•+r. POSSIBLE. (FOUND NO EVIDENCE OF PUBLIC STORM SEWER WITH IN HOLLEMAN DRIVE) Fs gsAy ^ ��0 5 _ Agy�r !t sA �� \ 6• FLAGS FOUND ON THELGROUNDAND AT TIME OF SURVEYS OTHERARE ASED UTILITYNPAINT PLANS ORRNFORMATION KS AND PIN --UNDERGROUND _ \ O :. ' °;.:;:::: lTAq S �ti c,¢P TRACT 2 �! SET MAG WAIL rpF 'I'c d IN ASPHALT !A rU NOTES CORRESPONDING TO SCHEDULE "B° 10-C SUBJECT TO EASEMENTS AND BUILDING LINES AS SHOWN ON THE PLAT OF KAPCHINSKI HILL, FILED UNDER VOL. 1600, PG. 221, B.C.M.R. 0-D SUBJECT TO A 10' WIDE UTILITY EASEMENT T 1 O THE CITY OF COLLEGE STATION IN _ VOL. 306, PG. 896, B.C.D.R. (AS TO TRACT 2) g ecGlq CO - �¢P 10-E SUBJECT TOA 10' WIDE UTILITY EASEMENT TO THE CITY OF COLLEGE STATION IN °616,1 VOL. 303, PG. 899, B.C.D.R. (AS TO TRACT 2 ) A q� / Y EASEMENT TO THE CITY OF COLLEGE STATION IN ' ' s i oo -- -_ 10-F SUBJECT TOA 10' WIDE UTILITY �, � ,�a �¢ VOL. 384, PG. 505, B.C.D.R. (PER THE RECORDED REPLAT OF KAPCHINSKI HILL IN "'.;; ;• �¢`� 19- VOL. 1600 PG. 221, B.C.M.R., SAID EASEMENT DOES NOT AFFECT THE SUBJECT PROPERTY.) 10-G SUBJECT TO A 10' WIDE UTILITY EASEMENT TO THE CITY OF COLLEGE STATION IN VOL. 464, PG. 668 B.C.D.R. (AS TO TRACT 2) LCA - _ 0 10_H SUBJECT TO A TEMPORARY BLANKET UTILITY EASEMENT TO THE CITY OF COLLEGE o STATION IN VOL. 1351, PG. 251; B.C.D.R. (AS TO TRACTS 1 AND 2)� cv y ¢� RI 10-I SUBJECT TO A TEMPORARY BLANKET UTILITY EASEMENT TO THE CITY OF COLLEGE o STATION IN VOL. 1415, PG. 263, B.C.D.R. _(AS TO TRACT 2) 10-J SUBJECT TO THE TERMS, LIMITS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN N°` THAT CERTAIN CROSS ACCESS EASEMENT AGREEMENT, RECORDED IN VOL. 1512, PG. civ 262, B.C.D.R. (AS TO TRACT 2) CD2 10-K SUBJECT TO A TEMPORARY BLANKET UTILITY EASEMENT TO THE CITY OF COLLEGE STATION RECORDED IN VOL. 1628, PG. 45 B.C.D.R. (AS TO TRACT 1) I �� Opo .D j 10-L SUBJECT TO A TEMPORARY BLANKET UTILITY EASEMENT TO THE CITY OF COLLEGE d� 3 STATION IN VOL. 1923, PG. 274, B.C.D.R. (AS TO TRACT 2) 10-M SUBJECT TO THE MINERAL RESERVATIONS AS DESCRIBED IN VOL. 1189, PG. 406, ' F- B.C.D.R. (AS TO TRACTS 1 AND 2) 10-N SUBJECT TO THE MINERAL RESERVATIONS AS DESCRIBED IN VOL. 1189, PG. 420, B.C.D.R. (AS TO TRACTS 1 AND 2) o <q F X LU 10-0 SUBJECT TO THE TERMS, LIMITS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN qsA THAT CERTAIN RESTRICTIVE COVENANT AGREEMENT RECORDED IN VOL. 1309, PG. ' 9 C, :. q! 164, B.C.D.R. (AS TO TRACT 2) � rG/ LID 10-P SUBJECT TO THE TERMS, LIMITS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN O THAT CERTAIN OPERATIONS AND EASEMENT AGREEMENT FILED IN VOL. 1309, PG. Fee. / Pso N109, B.C.D.R. AND THE AGREEMENT INCIDENT TO OPERATION AND EASEMENT AGREEMENT RECODED IN VOL. 1828, PG. 155, B.C.D.R. (AS TO TRACTS 1 AND 2) S T 'gPEs` rF 3 O 0 10-Q SUBJECT TO THE TERMS, LIMITS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN tide THAT CERTAIN DEVELOPMENT AGREEMENT RECORDED IN VOL. 1760, PG. 1, B.C.D.R. L„ (AS TO TRACTS 1 AND 2).� � 10-R SUBJECT TO THE TERMS, LIMITS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN > THAT CERTAIN MEMORANDUM OF AGREEMENT RECORDED IN VOL. 1994, PG 251., > B.C.D.R. (AS TO TRACT 2) L 7 10-S SUBJECT TO THE TERMS AND CONDITIONS AS SET FORTH IN THAT CERTAIN NOTICE OF c LIS PENDENS RECORDED IN VOL. 4643, PG. 222, B.C.D.R. (AS TO TRACT 1) !q A °J 10-T SUBJECT TO THE TERMS AND CONDITIONS AS SET FOR THE IN THAT CERTAIN NOTICE OF LIS PENDENS RECORDED IN. VOL. 4639, PG. 160, B.C.D.R. (AS TO TRACT 2) o Cz ro X CDI Cn Lo r - m / co N U REVISIONS DATE REASON BY 08-08-05 UPDATE REVIEW UPDATED TITLE COMMITMENT RK 08-24-05 REVIEW LAWYERS COMMENTS RK :c�F'�F / I I . I ©Copyright 2005 Windrose Land Services, Inc. All rights reserved. /, ®wV 11 � Shu ¢Q' ' P aPL MAY EXIST NOT KNOWN TO THIS COMPANY. 0WM 7. SURVEYOR DID NOT PHYSICALLY ENTER MANHOLES, UNDERGROUND PIPE SIZES WERE 0 E DETERMINED BY A "MEASURE DOWN" METHOD FROM TOP OF MANHOLE RIM OR TOP OF GRATE OR ®WV TOP OF CURB AND WERE COMPARED WITH UTILITY PLANS WHERE POSSIBLE. ¢FH - FIRE HYDRANT \ 8• ENVIRONMENTAL AND DRAINAGE ISSUES ARE BEYOND THE SCOPE OF THIS SURVEY. \ 9• IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT TEXAS ONE CALL OR OTHER UTILITY aUCS NOTIFICATION SERVICES FOR LOCATION OF UNDERGROUND UTILITY LINES, PRIOR TO \ CONSTRUCTION. SURVEYORS CERTIFICATION (- - HANDICAP BC THE UNDERSIGNED REGISTERED PROFESSIONAL LAND SURVEYOR HEREBY CERTIFIES TO �uJ JP MORGAN CHASE, N.A. AND COMMONWEALTH LAND TITLE INSURANCE COMPANY THE G (A) THE PLAT OF SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL ON THE GROUND SURVEY OF THE \ REAL PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, it�P OR UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST, AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ONTO THE PROPERTY JPLM OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ,.TLP ARE NO VISIBLE EASEMENTS OR RIGHTS-OF-WAY ON THE PROPERTY AND THERE ARE NO VISIBLE DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE CONFLICTS; (E) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN SAN.SWR. HEREON, AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET O BACK FROM THE PROPERTY LINES, THE DISTANCE INDICATED; (F) THE DISTANCE FROM THE NEAREST INTERSECTION STREET OR ROAD IS AS SHOWN; (G) ACCORDING TO THE OPERATING AND EASEMENT AGREEMENT, THE PROPERTY HAS ACCESS TO TEXAS - -- AVENUE AMD HOLLEMAN DRIVE; (I HALL RECORDED EASEMENTS HAVE- BEEN CORRECTLY OPP PLATTED HEREON;(1) THE BOUNDARIES, DIMENSIONS AND OTHER DETAILS SHOWN HEREON ARE TRUE AND CORRECT; AND (J) THE PROPERTY IS NOT LOCATED IN A 100 a YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD PRONE AREA", AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, PURSUANT TO THE FLOOD p DISASTER PROTECTION ACT OF 1973, AS AMENDED, AND AS REFLECTED ON THE FLOOD (E) INSURANCE RATE MAP PANEL NO. 48201C 0250J, DATED NOVEMBER 06, 1996, WHICH ,TP SUCH MAP PANEL COVERS THE AREA IN WHICH THE PROPERTY IS SITUATED. LEGEND apo - CLEANOUT 0WM - WATER METER 0 E - ELECTRIC BOX ®WV - WATER VALVE ¢FH - FIRE HYDRANT --if-- - WOOD FENCE aUCS - UNDERGROUND CABLE SIGN GAi-- - GUY ANCHOR (- - HANDICAP BC - BACK OF CURB ® - INLET G - GUTTER TG - TOP OF GRATE it�P - LIGHT POLE JPLM - PIPELINE MARKER ,.TLP - TRAFFIC LIGHT POLE SAN.SWR. -SANITARY SEWER O - MANHOLE STM.SWR. -STORM SEWER OPP - POWER POLE - TREE/SHRUB a - SIGN p - OVERHEAD POWER LINE (E) - EXISTING ,TP - TELEPHONE PEDESTAL (P) - PER PLANS MIKE KURKOWSKI DATE Registered Professional Land Surveyor Texas Registration No. 5101 Windrose Land Services, Inc. 10675 Richmond Avenue., Bldg. #7 i E Houston, Texas 77042 Phone (713) 458-2282 Fax (713) 461-1151 s Professional Surveying & Engineering Services LAND TITLE SURVEY OF TRACT 1 AND A LOCATIVE SURVEY OF IMPROVEMENTS RELATIVE TO THE WESTERLY PORTION OF TRACT 29 BEING OUT OF THE REPLAT OF KAPCHINSKI HILL RECORDED IN VOL. 1600, PG. 221, B.C.M.R. SITUATED IN THE C. BURNETT SURVEY, A-7 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS FIELDED BY: PW CHECKED BY: MJK JOB N0. 37697WC-EXT DRAWN BY: RK/JY DATE:. AUGUST 2005 SHEET NO. 1 OF 1