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HomeMy WebLinkAboutDrawingsr N QQ U N TREE PLANTING AND STAKING DE TAIL LOT 11 -- - - - - -- -r--- ' - -- - -_ 1 _ -- -- _ BLOC -- 1------ - - - - -- / 5 /s ) GE POLE PINE TREE STAKES _______ ___ __ __ ---------- - - -�,- --------- - - - -�` - s--------- - - - -�- ^� ENT CONSISTANTLY AS DIRECTED / /- _ ■__ ■__ ■__ ■ ._ ■ __ ■ __ ■ __ ■ __ r s._ Yi__' --- ' --- ' ---------- LAND. ARCHITECT - SET ,' /' s._■__ ■__ ■__.._ _r 1 _r �._ ■ ■ ■__ ■. ■- _ ■ ■_ -■-ter" ._ ■_� ■__ ■_.. ■__ ■__ ■__ ■_.. ■__r^ `s.,, ,o 3TS PLUMB ■-_■-_r_■".■,._■"_r_■--■--■--■--■-- LT 275.80 , x1" LT ,' ;�' 8 SCREEN PHONE VAULT WITH SOAS 80 MULCH LAYER OVER ROOTBALL --------------- - - - - -- ------------------------ - - - - -- - - - -- 7- - - -- i--- - - - - - —(- TRUNK OF TREE �� �/ / / NBIRD 1400 SERIES BUBBLER (.25 GPM) ,'� '� L ' I " �F , , ........ / LT UC l 1 ................................................. ............................... , 44 TALL TWO PER TREE SEE IRRIGATION PLAN) F , i �, WI " I I / HIGH WATERING RING AT ' 'E OF ROOTBALL E PLANTING MIX AS SPECIFIED SH GRADE :AVATE TREE PIT IN DISH ,PE AS INDICATED - BOTTOM -. _ = NAME / TYPE ...... POINT POINTS pill 0. : c� U Liu z M 0 ti VALUE V) I 0 0 3 CALIPER SO UTHERN LIVE OAK / OUERCUS 6 150 900 ® VIRGINIANA - CANOPY o N 793 -605T 0 c�v I I _ I I� III IIIII SYM. BOTANICAL / COMMON NAME co 3" ULMUS CRASSIFOLIA ./ CEDAR ELM Inc! Tgwvi#) 150 750 3 4 5 6 7 8 9 10 11 12 13 14 CALIPER LAGERSTROEMIA INDICA BASHAM'S LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE (3+ TRUNKS MIN . II II III PINK - NON - CANOPY 3 CALIPER TOTAL) L� SHRUBS / Q 5 GALLON LEUCOPHYLLUM FRUTESCENS - UB 71 10 710 LF TEXAS SAGE 5 /'A 5 GALLON ILEX CORNUTA BURFORDII NANA 12 10 120 DWARF BURFORD HOLLY = SHRUB 5 GALLON TEXAS PRIVET / 164 10 1640 LIGUSTRUM TEXANUM - SHRUB GROUND COVER LAWN SOD HYBRID BERMUDA SOD LAWN — — — \ f / WN ! ' °' ' / / QV ,LL BE 6 LARGER THAN 1 , •; • --�~ ' % )TBALL - TOP SHALL BE 21 BLO K 1 'ERMINED BY ROOTBALL DEPTH -_ (PLAT 5 31/230) 22 i /,� LOT 2RD RIFY ROOTBALL -SET 273 I BLOCK 1 , SH WITH FINISH GRADE UC 0.706 ACRES CP LAWN r , r LAW % Scale: NTS Q r , WN 29 28 27 26 25 24 23 22 21 20 �j M ' �� 0 2 i 31 30 ° 321Iti If I' 33 34 UC LT LOT RB 1 ,t 7 WN �►• .�' / �� ��� �� r i BLOC 1 i �' :',� N (PLAT 5931/230) 1 t `�'` ;� / C� OO�/ , 3" MULCH LAYER OVER ALL BED AREAS LF = ..., ......o�Mas7 ' 28 T ................... I — — ...................... ti GREASE TRAP 6" DEEP PLANTING BED - SCARIFY SUBGRADE BEFORE INSTALLING PLANTS 1 ° L SCARIFY ROOTBALL AND SET 3" LC AY OV D REA �� % FLUSH WITH FINISH GRADE TY CAL L RUB , LF � i STEEL OR ALUMINUM EDGE TO BE . , / 1/2 ABOVE PLANTING BED GRADE METAL EDGE (3/16 - ) F--- MULCH GROUND COVER PLANTING DETA Scale: NTS oz 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 2AINBIRD 1400 SERIES BUBBLER (.25 GPM) NSTALL TWO PER TREE (SEE IRRIGATION PLAN) 3" HIGH WATERING RING AT 7 DGE OF ROOTBALL 'REE PLANTING MIX AS SPEC'D 1NISH GRADE .'XCAVATE TREE PIT IN DISH SHAPE AS INDICATED - BOTTOM ;HALL BE 6" LARGER THAN OOTBALL SCARIFY ROOTBALL - SET LUSH WITH FINISH GRADE MULTI — TRUNK TREE PLANTING AND STAKING DETAIL Scale: NTS LANDSCAPE POINT CALCULATIONS SHRUB PLANTING DETAIL 3" 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. S!ZE NAME / TYPE QUANTITY POINT POINTS INSTALL STEEL OR ALUMINUM HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). c� U Liu z M 0 ti VALUE V) I 0 0 3 CALIPER SO UTHERN LIVE OAK / OUERCUS 6 150 900 ® VIRGINIANA - CANOPY o N 793 -605T 0 c�v I I _ `a SYM. BOTANICAL / COMMON NAME co 3" ULMUS CRASSIFOLIA ./ CEDAR ELM 5 150 750 z CALIPER Q UC ULMUS CRASSIFOLIA / CEDAR ELM 3" CALIPER 3" CRAPE MYRTLE / 5 40 200 CALIPER LAGERSTROEMIA INDICA BASHAM'S LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE (3+ TRUNKS MIN . PINK - NON - CANOPY 3 CALIPER TOTAL) L� SHRUBS / Q 5 GALLON LEUCOPHYLLUM FRUTESCENS - UB 71 10 710 LF TEXAS SAGE 5 /'A 5 GALLON ILEX CORNUTA BURFORDII NANA 12 10 120 DWARF BURFORD HOLLY = SHRUB 5 GALLON TEXAS PRIVET / 164 10 1640 LIGUSTRUM TEXANUM - SHRUB GROUND COVER LAWN SOD HYBRID BERMUDA SOD LAWN — — — STREETSCAPE: STATE HIGHWAY 6 ACCESS ROAD . (155' / 25 = 6.2 (6) STREES TREES REQUIRED TOTAL POINTS REQUIRED: 30,759 + 2,688 = 33,447 S.F. /1000 = 33.5 X 30 = 1005 POINTS REQUIRED POINTS FOR FRONTAGE OF RIGHT OF WAY (155 / 50 = 3.1 3.1 X 300= 930 ) 1005 + 930 = 1935 TOTAL POINTS REQ. TOTAL POINTS PROPOSED= 4320 NOTE: 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3/4° ABOVE FIND 16 LONG METAL LOCATE ON PLANT ALL METAL PAINTE 5 (MIN. 3 FT, IN HEIGHT) LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. (MIN. 3 FT. IN HEIGHT) N 0 RT U 1 0, -0„ LAWN HYBRID BERMUDA SOD LAWN . 1 Tree /Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12 FROM BASE OF TRUNK Plant Nome Symbol OR TOP OF ROOT BALL. u 1 QuanlilY NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON CANOPY TREES NIUST MEET THE MINIMUM CALIPER OF A SINGLE CANE. ,: 0 F.TFX� 1� PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE �}:'• '. ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE of AREAS, THE PARKING LOT SETBACK, RIGHTS -0 -- ----- .............. M G. NEK A HY DURING CONSTRUCTION. .._._ . —�_.,. � WILLI ••.•.••.•••.•..••••...•• � ., t �i v� 1 0. : Lei - � i� o Fc, T �R� • ��r �0_ a.) An C) � I M C) 'B 0 U C a) �P o� a, a, m v 0 a� 'o l C<1 i N � 00 t LO UJ INSTALL STEEL OR ALUMINUM HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). c� U Liu z M 0 ti r ;:.. V) I W Q F- C) w r ' 00 0 ; co m C ® W o N 793 -605T 0 c�v I I (MIN. 3 FT, IN HEIGHT) LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. (MIN. 3 FT. IN HEIGHT) N 0 RT U 1 0, -0„ LAWN HYBRID BERMUDA SOD LAWN . 1 Tree /Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12 FROM BASE OF TRUNK Plant Nome Symbol OR TOP OF ROOT BALL. u 1 QuanlilY NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON CANOPY TREES NIUST MEET THE MINIMUM CALIPER OF A SINGLE CANE. ,: 0 F.TFX� 1� PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE �}:'• '. ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE of AREAS, THE PARKING LOT SETBACK, RIGHTS -0 -- ----- .............. M G. NEK A HY DURING CONSTRUCTION. .._._ . —�_.,. � WILLI ••.•.••.•••.•..••••...•• � ., t �i v� 1 0. : Lei - � i� o Fc, T �R� • ��r �0_ a.) An C) � I M C) 'B 0 U C a) �P o� a, a, m v 0 a� Cn Ln 00 t LO UJ INSTALL STEEL OR ALUMINUM HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). CU ` z M 0 ti STEEL EDGE AND STAKING er W Q F- C) w r ' I _ C/) QQ � W Q U'w 0 Ir I•- Scale: NTS W C60 793 -605T 0 PLANT MATERIAL LEGEND _ `a SYM. BOTANICAL / COMMON NAME co O ow 4� TREES M� SIZE U m UJ LL Q UC ULMUS CRASSIFOLIA / CEDAR ELM 3" CALIPER �C QV QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE (3+ TRUNKS MIN . 3 CALIPER TOTAL) L� SHRUBS / GROUND COVER U IC ILEX CORNUTA BURFORDII NANA / DWARF BURFORD HOLLY 5 GAL. LF LEUCOPHYLLUM FRUTESCENS/ TEXAS SAGE 5 /'A (MIN. 3 FT, IN HEIGHT) LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. (MIN. 3 FT. IN HEIGHT) N 0 RT U 1 0, -0„ LAWN HYBRID BERMUDA SOD LAWN . 1 Tree /Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12 FROM BASE OF TRUNK Plant Nome Symbol OR TOP OF ROOT BALL. u 1 QuanlilY NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON CANOPY TREES NIUST MEET THE MINIMUM CALIPER OF A SINGLE CANE. ,: 0 F.TFX� 1� PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE �}:'• '. ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE of AREAS, THE PARKING LOT SETBACK, RIGHTS -0 -- ----- .............. M G. NEK A HY DURING CONSTRUCTION. .._._ . —�_.,. � WILLI ••.•.••.•••.•..••••...•• � ., t �i v� 1 0. : Lei - � i� o Fc, T �R� • ��r �0_ a.) An C) � I M C) 'B 0 U C a) �P o� a, a, m v 0 a� n CD Q n � (I nn In Q ( V 1 [U Q __J Cn Ln 00 t LO UJ I— CO ` z M 0 ti < er W Q F- C) w r ' I _ C/) QQ � W Q U'w 0 Ir I•- W C60 793 -605T 0 F•— t ¢ — j o F O N co O ow 4� � M� U m UJ LL Q w LO Q ti n CD Q n � (I nn In Q ( V 1 [U Q __J w ° I' 00 N I.n -C �o �UJ � I U � a a job number 793 -605T INSTALL ENTIRE BACKFLOW UNIT IN METAL SCREEN ENCLOSURE WITH PADLOCK (BACKFLOW ENCLOSURE) TO BE APPROVED BY L.A. GUARD SHACK, LE MEUR, V.I.T. OR EQUAL _ 1 _� "-�-- - RPB REDUCED PRESSURE BACKFLOW - PREVENTER (AS PER CITY ORDINANCE #2394) - t - PRESSURE REDUCING VALVE (LINE SIZE) INSTALL AFTER BACKFLOW PREVENTER ---- INSTALL ONLY AS REQUIRED, VERIFY ON SITE S.W.P. WATERPROOF PRESSURE GAUGE (0 -200 PSI) ON THREADED TEE TYP. / 4. BRASS PIPE LENGTH LENGTH AS REQUIRED q FIRE LANE FIRE LANE FIRE LANE FIRE LANE PEA GRAVEL UNDER BACKFLOW UNIT. / / 11 19 (MAX) „ FINISH GRADE \ MAIN SERVICE LINE BY OTHERS SEE SITE UTILITY PALN PRESSURE REDUCING VALVE BU Nff SHOWN P# WAN rr • �� i 1 1 1 TYP. 12* SQ. CONCRETE THRUST BLOCK EXISTING STATIC PRESSURE 80+ PSI VERIFY IN FIELD Scale: NTS CONC. CURB, HEADER, WALL ETC. FINISHED GRADE SPECIFIED SPRAY NOZZLE AND BODY REFER TO IRRIGATION PLAN AND KEY 5/4" SCH. 40 STREET ELL 3/4" MARUX 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" MARUX STREET ELL � � BLO K 1 (PLAT 5 31/230) ' 273-50 _ �► ' �.I 1. ' 0 ' N c� " \ I' Z G��� A 31 30 32 �j - o 34 N D ' PROPOS D 3/4' WATER ME ER 9 8 .4 \ FOR LA ,,N IRRI ATION 1" „ I N 1 � 8 9 I - - G � 2- - 1 - - - - - - - - - IM F - - - - ' EDU PRE J i PR POS D IR� AUTO CION E ER FO LANDS P 1 I ATI N MO NT O O TSID OF WAL (4") POP UP SPRAY HEAD RAINBIRD 1800 POP UP SPRAY HEAD 8 RADIUS F, H. Q LATERAL UNE -CLASS 200 PVC, EXCEPT 1/2' PIPE =CLASS 315 PVC Scale: NTS 3 30 PSI 1.05, .52, .26 IRRIGATION NOTE S CURB, HEADER, WALL ETC. a LO 2 » 1. All main line piping and control wires under paving FWNBIRD 1800 POP UP SPRAY HEAD 12' RADIUS F, H. Q shall be installed in sleeves. Main line sleeve MAIN LINES SCHEDULE 40 PVC (1 1/21 size shall be a minimum of twice (2x) the diameter of SIZING CHART pipe to be sleeved except as noted. FINISHED GRADE 2. All main line and lateral lines shall be surrounded with - SPECIFIED SPRAY NOZZLE AND BODY a minimum of 2" of sand or rock free soil. REFER TO IRRIGATION PLAN AND KEY O 3. Pipe .sizes shall conform to those shown on drawings. -- FLEXIBLE PVC PIPE AND FITTINGS No substitutions of smaller pipe sizes shall be permitted, LENGTH AS REQUIRED but substitutions of larger pipe sizes may be approved. GPM PIPE CLASS All damaged and rejected pipe shall be removed from the 30 PSI 1.58, .79, .39 site at the time of said rejection. GPM THROUGH VALVE 4. Install all heads with poly pipe, or marlex and pvc street CLASS 200 PVC LATERAL ells to form a swing joint to prevent damage to the REFER TO PLAN FOR UNE SIZE 1 SCH. 40 PVC TEE FITTING 5. All sprinkler heads shall be set perpendicular to finish 7 -10 CLASS 315 PVC grade unless otherwise specified. 30 PSI 3.7, 1.85, .92 6. All sprinkler lines around building erimeter shall ") MANUAL GATE VALVE-LINE SIZE be located a minimum of six inches IP6 from f undation 11 - 16 walls and all heads immediately adjacent to wal s or ■ 0 curbs shall be 1/4 below top of walk or curb nd at least 2" away from the edge of walk or curb to permit edging. 1 1/4 7. The Irrigation Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with 30 PSI .61 minimum . over spray n walks, streets, etc. All sprinkler heads building rimeter spraying water towards around pe 3 building shall be adjusted to minimize spray onto building. Scale: NTS 8. This design is diagrammatic. All piping, valves, etc. shown within paved areas is for design clarification only and shall 2 " 1 be installed in planting areas, wherever possible. The TAG OR STAMP "RCV" AND STATION NUMBER ON UD. contractor shall locate all valves in shrub areas wherever , possible. SET FIRMLY ON PEA GRAVEL BASE - CLASS 200 PVC LATERAL 9. It is .the responsibiltiy of the irrigation contractor to - 24 - familiarize himself with all grade differences, location of CONTROL WIRE TAPE TO MAIN walks, retaining walls, structures, and utilities. The LINE PIPE ® 10' O.C. Irrigation. Contractor shall repair and replace all items damaged EPDXY ENCAPSULATED 24 V. SOLENOID by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves REMOTE CONTROL VALVE and laterals through walls, under roadways and paving, etc. AS SPECIFIED. REFER TO ALL NOZZLES SHALL BE RAINBIRD 'SAM" SERIES PRESSURE COMPENSATING IRRIGATION PLAN AND KEY. 10. The irrigation system design is based on a minimum operating RECTANGULAR VALVE BOX pressure of 50 +/- psi (AT PEEK TIME) and a maximum demand of 15 GPM. A 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 8" D PTH MIN drawings when it is obvious in the field that unknown M obstructions or differences in the area dimensions exist that might not have been considered in the engineering of the design. NOTE: Such obstructions or differences shall be brought to the attention IR IGATION INSTALL IN SHRUB PLANTERS of the Landscape Architect. MAN N WHERE EVER POSSIBLE 12. All sp rinkler ls o p shall be stalled as recommendations _ and specifications. ° SCH. 40 PVC FITTINGS AS REQUIRED 13. 110 volt electrical power outlet shall be provided by the . General Contractor to the controller location shown. The THREADED MALE ADAPTER, TYPICAL Irrigation Contractor shall make the final hook -up. 1 CUBIC FOOT PEA GRAVEL 14. All fittings shall be Schedule 40 PVC. MANUAL BLEED LEVER 15. All valve boxes shall be Ametek or equal. 24" EXPANSION LOOP 16. The Irrigation Contractor shall protect all construction EPDXY FILLED WIRE CONNECTORS fencing, paving, curbs, gutters, and roads. He shall be 45 DEGREE ELBOWS (2 REQ'D.) solely responsible for any damage which he may create. TO BRING PIPE TO, PROPER DEPTH 17. All materials and equipment shall apply to applicable codes. 18. Install all piping, sleeves, control wires, conduit, etc. under paving prior to paving. p (�em COntral VaIVe 19. Verify static water pressure on site prior to construction. Notify the Architect immediately reading. Scale NTS Landscape of pressure 20. Line size servicable check valves shall be required where elevation differential may cause low head drainage into planting or paved areas. 21. Sprinkler head spacing shall be located for head -to head full coverage and adjusted for site differences, and prevailing winds. b:7mjMJ&FroeBirdaVeaFMO71 -15 FREE -IRRIGATIONAhn, d7n7rAmo1mwPK 1?4O LEGEND LOT 11 BLOPK -1- v- FIRE LANE FIRE LANE X� I C O N I., 3131Uvi Z 1�- J PLAN) 0 ti F co co � Q � F- �OJ LJ.1 U o .� w LLJ I=- co U' O z LL U LU n = a C� 4 ` M v O J oQ \ 0 (Cno o U) °'- G� v �Q O M Cf ¢ 2 �Q- W U W LL (-D � Q LL ry o LLLL. �- co ry W � L� Q U ,I O A A RAINBIRD 1800 POP UP SPRAY HEAD 8 RADIUS F, H. Q LATERAL UNE -CLASS 200 PVC, EXCEPT 1/2' PIPE =CLASS 315 PVC LATERAL LINE 3 30 PSI 1.05, .52, .26 w cv v a LO O A 0 FWNBIRD 1800 POP UP SPRAY HEAD 12' RADIUS F, H. Q ui MAIN LINES SCHEDULE 40 PVC (1 1/21 PIPE SIZING CHART 30 PSI 2.6, 1.3, .65 (0 O job number VALVE SEQUENCE NUMBER O RAINBIRD 1800 POP UP SPRAY HEAD 10 RADIUS F, H, Q PIPE SIZE GPM PIPE CLASS 30 PSI 1.58, .79, .39 5 15- GPM THROUGH VALVE 1/2 0 -6 CLASS 200 PVC 61 It► It► RAINBIRD 1800 POP UP SPRAY HEAD 15' RADIUS F, H. Q 1 SIZE OF VALVE 3/4" 7 -10 CLASS 315 PVC 30 PSI 3.7, 1.85, .92 MANUAL GATE VALVE-LINE SIZE 1 " 11 - 16 ■ 0 RAINBIRD 1800 POP UP SPRAY HEAD 15 EST (END STRIP), 15 SST (SIDE STRIP) POINT OF CONNECTION 1 1/4 17 -26 30 PSI .61 „ /2 a RAINBIRD 1400 SERIES BUBBLER (.25 GPM) PER HEAD SCH. 40 PVC SLEEVE 2X DIAMETER OF INSIDE PIPE, ALL PIPE UNDER PAVING (NOT SHOWN) 2 " 1 36 -55 INSTALL (2) BUBBLERS PER TREE (SEE LANDSCAPE PLAN) SYSTEM NOT SHOWN ON PLAN CONTRACTOR SHALL PROVIDE SLEEVES FOR CONTROL WIRE AS REQUIRED (NOT SHOWN) - NOTE BUBBLERS SHALL NOT SHARE THE SAME ZONE AS SHRUBS OR LAWN DO TO THE SCALE OF THE DRAWING NOT ALL PIPE SIZES ARE SHOWN (USE ADJUSTABLE NOZZLES AS REQUIRED) LAWN HEADS SHALL BE 4' POP -UPS, SHRUB HEADS SHALL BE 6' POP -UPS OR 12' AS REQUIRED HUNTER MINI -CLICK RAIN SENSOR OR APPROVED EQUAL LOCATE ON EXTERIOR FACE OF TRASH ENCLOSURE WALL ALL NOZZLES SHALL BE RAINBIRD 'SAM" SERIES PRESSURE COMPENSATING (� BACKFLOW PREVENTER: REDUCED PRRESSURE BACKFLOW 1' INSTALL AS PER LOCAL CODE A RAINBIRD QUICK COUPLING VALVE, MODEL 3RC OR APPROVED EQUAL VERIFY LOCATION OF P.O.C. ON SITE e RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL. VALVE -SIZE AS PER PLAN M WATER METER (BY OTHERS) VERIFY SIZE AND EXACT LOCATION (3/4' METER) 0 RAINBIRD ESP- 12SITE -W METAL WALL MOUNTED CONTROLLER 12 STATION LOCATE AS DIRECTED. CONTROLLER TO HAVE RAIN AND FREEZE SHUT-OFF DEVICE o RAINBIRD WALL MOUNTED CONTROLLER METAL CABINET o ® GROUND WIRE L L POWER SUPPLY WIRES N COMMON NEUTRAL WIRE V VAMyP� CIRCUIT WIRES R�E�S(OPTIONAL) L ONE C PE VALVE tw- N. W all Mounted Controller HEAD Scale: NTS 11 27 5.80 1 FIRE LMiE FtRF UNC` (�, _ J F� F� RAINBIRD .1400 SERIES BUBB.ER (.25 GPM) NSTALL TWO PER TREE (SEE LANDSCAPE PLAN) 7NISHED GRADE OF SOIL LRIEL OF POT TREE BUBBLER NOTE: 1/2° SCH. 80 PVC RISER INSTALL 2 BUBBLERS PER TREE ON SEPERATE ZONE(S) SEE LANDSCAPE PLAN FOR TREE LOCATIONS. BUBBLERS SHALL NOT SHARE THE SAME ZONE AS TREES AND SHRUBS. 1/2" SCH. 40 STREET ELL 1/2" MARLEX STREET ELL 1/2 SCH. 80 PVC NIPPLE SCH 40 PVC LATERAL MINIM � REFER TO PLAN FOR LINE SIZE 'r ��P(E OF ,TE,{- gslIit SCH. 40 PVC TEE FITTING T 11 r 21M •. 1/2 MARLEX STREET ELL / WILLIAM G. HYNEK 0 .................... Tree Bubbler Head 1+ y .�,� 1881 � °•. �`': Scale: NTS o ••LiisT`�•• ��.' , �l1 C gP • ARG �0 - N e7l CIO CC3 Qi N t� r- r,:) 95 C3= c� v rn w C N NORTH SCALE: 1 "= 20' =O" O X 00 3 F- w cv v a LO rn C O �a C 3 ui v v � Iv (0 O job number 793 -605T NORTH SCALE: 1 "= 20' =O" i I Ii ._. BLOCK I LOT II HOME DEPOT ; HD DEVELOPMENT PROPERTIES, L.D. ' LOT 11, BLOCK I OF GATEWAY OWNER: FRANK MIHALOPOUL05 15100 DOOLEY ROAD ADDISON, TX 15001 7. A & ssociates EXISTING PRIVATE ACCESS WAY & � i 8705 KATY FREEWAY, SUIT E 202 HOUSTON, TEXAS 77024 PHJ13. 468.7557 FAX:713.468.7693 XtI Copyright 2003 All information, either drawn, written, or implied ra '(� •No�M� �{'oT �41 I / appearing in this document shall not be duplicated, disclosed, or otherwise used without ANE _ FIRE LANE FIRE LANE _ FIRE LANE _ FIRE LANE _ FIRE LANE FIRE - FIRE LANE FI E LANE ® FIRE LANE �� FIRE LANE - FIRE LANE - FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LAWS FIRE LANE FIRE LANE FIRE LANE FIRE UNE FIRE LANE FIRE LANE FIRE LANE FIRE LANE - - _ _ - � _ _ _ _ - � _ -FIRf so LANE EM FIRE LANE E LANE _� _ IRE the written. permission of the author, �� '141 f�RE / This document is an instrument of service and II2 PURLIC UTILITY E - `� 112 PHONE VAULT EASEMENT - (RE: CIVIL) I21 is the sole property of the author. Furthermore, the use of this document for an ur ose shall A be revoked, if the intent of the desi n or the 9 construction techniques or details shown herein are not adheared to or the contractural WATER ALVE (RE: SU VEY) 1 1/2 „ , m agreement governing their use is not strictly - •_! (11) PA KING 5PAGE5 @ 1 " -O "= 171'- r-7 adhered to. 37 38 39 40 �-1 2 3 4 5 6 7 8 9 10 11 12 13 "14 15 16 17 18 1 9 FIRE HI RANT (RE: 5U EY) Q TELEPHO PEDESTAL RE: SURVEY) / 12 Q 1}L V-1 3ald l _ / 52 -IO 11 16 1-0 124 -1 F.V. BLOCK I LOT 2RE (PLAT 5131/230) 128 t T WAY GARWASH T -8 1/2" GA E 8' -O" 8' -O" 8' -O" (10) PARKING 5PAGE5 � C) GATEWAY CARWASH PARTNERS, �'�° LTD. BLOCK I, LOT 2RB, 2RD s, OWNER: DREW GONGLETON �, ( ' 124 \ ..5 1_p I24 / 167 MONTERREY ROAD R RB' -O" O co MONTGOMERY, TX 11356 110 / M • 112 MATCH EXIST. CURB , ... o I Oq' 29 28 27 26 25 24 2 3 22 21 20 4 > (n / _� C) O f v 3 2 ' �, 105 I D"1 - 105 I I "1 I I "1 ; / 4 LLJ LLJ W - • , ' i _ I 1 T 120 ' 102 f EXISTING DRAINAGE Z 33 2 _; R58' -I! I12" I 4 r. i i : I 11 - D7 :.. _ 0 __ L .....- ; .._ ..) 1 • // j / _ i _...- -. _ ___ __._..' 15.0 ' / / � / ( 4, 4 �/ / W Q •� // �,/ / ; � I � 1 / / I � � I 102 �� � W v� �. }. /; / / / 0 116 /j ' 4 II2 � �- 1 / / 9,5„ J � }� 'ER IR / �� �./ � W cv 3 5 / / ` ' a' - 146 � / / / I / � / / / / / ry :. _ R R' � I57 �V . p Q ---� W V � L E T LO �: , ,� 112 ' � �- - .�_ 8I.7 •; I � /, � . ' ! ' ! / /� ' � / / � -- ' ---• -� EXISTING'pRAINAGE iv ' ry N DUMPSTER 114 / --- --- - �/ �,�' .� �/ 116.3 , • 1 /J I I IQ2 /?„ ° 121 43' - 6" L — _I 167,3 ° I 4y / -�.�_ VARIABLE WIDTH R.O vi. ° - co N RE: PET 4/A -1.2� 112 12 r I 12" P 101 O ■y — — --- — 106.2 ' b., 12� / �_\ -- — _"` " "EARL RUDDER FREEWAY° STATE HIGHWAY No. b "••- __ .._ ___ ..... I I q I O I — __ -_ - 7 _:5 S D E e I I q 12 ° ` ' _ --' = 1 - 1 - ��f2 K T 2 BLOC I LO s MATCH EXIST CURB / _ - , .._.._ ' (PLAT 5131/230) ! __. - - -- __.. ;: �.......,,,� -=No 12 `1 � , �......_ it CHICKEN EXPRE55 LOT 2RE, BLOCK I GATEWAY $UBDIV1510N OWNER: CLAYTON W. RHODE S I ! I Rip' -0" q. SOO 5 R D Y! G _ AT N UD ER FRW OLLE6E T 10 X 118 40 EA T , ; _.._ N N.A y ;. I - EXIST PARKING 5PAGE5 i EXI5TING'AGGE551BLE ;PARKING /- RE-INL E5TAT=, L_ _6 FE, E, JAN E :.OE _ MATCH EX15T. CURB AMERIPOINT TITLE S COMP - ,NY rIoUSTON ' j I (152 �.�. ��. 0415 ENLARGED SITE PLAN SCALE: r■ �o�-V 1 Dates PARKWQ REO 25 STALLS ALL ROOF AND 5ROUND- MOUNTED MEGHANIGAL BEARING SYSTEM SHOWN HEREON 15 HONORING THE PLAT GALLED 100 SITE PLAN NOTES 110 4" WIDE PARKING STALL 5TRIPIN6- TRAFFIC, YELLOW. 12"1 6" CONCRETE CURB. RE: DETAIL. Rte• DESCRIPTION DATE: FOR PLAN. AN DEVRERMIT 06.27.2005 PAW,M PROPOSED 55 STALLS EOUIMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. 5122, PG. 162, AND AS MONUMENTED ON THE GROUND. NOTE: THE 30' AGGE55 EASEMENT DENOTED AS TRACT TWO BY THE TITLE COMMITMENT 155UED III CONCRETE POLE L16HT BASE. RE: SITE PLAN DETAILS. 101 CONCRETE PAVING. RE: SITE PLAN DETAILS. 128 (2) - 3° 3 /8 PVC SLEEVES UNDER PAVING AND DRIVES -TURN UP AT 30 /g, PLAN. AND DEV. 2ND SUB. 07 18.2005 WITHIN 150' OF THE SUBJECT LOT, MEASURED'FROM A BY AMERIPOINT TITLE HOUSTON, OF# 0413408DD, DOES NOT CONNECT II2 LANDSCAPE AREA. 102 CONCRETE SIDEWALK. RE: SITE PLAN CAE - MILS. EACH END TO 6" ABOVE GRADE GAP ENDS CLOSED FOR FUTURE U5E. PLAN. AND DEV. 3TH SUB. 08 -01 -2005 FOR BUILDING PERMIT 08. 09.2005 ASE PAFiKNO FEO 2 STALLS - I VAN ACGE5I5LE POINT FIVE FEET ABOVE GRADE. 51.)6H SCREENING SHALL BE COORDINATED WITH THE BUILDINw� TO TH15 TRACT. LOT 2RD HAS AGGE55 BY WAY OF THE 15' AND 20' PRIVATE AGGE55 EASEMENTS SHOWN HEREON FROM STATE HIGHWAY 113 DUMPSTER ENCLOSURE. RE: SITE PLAN DETAILS. (O3 CONCRETE W HEEL STOP. RE: SITE PLAN DETAILS. 134 STORM DRAINAGE. 141 EDGE OF PF.VIN6. ELEVATION REVISION 09 - 28 - 2005 ACCE E PAPAMO PROVIDEfk 2 STALLS - 2 VAN ACGESIBLE ARCHITECTURE .AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. NO.6 AND THROUGH THE 64' PRIVATE AGGE55 AND PUBLIC UTILITY EASEMENT DENOTED BY PLAT 3663/313 FROM UNIVERSITY DRIVE. THE 114 1 1/2" THICK CONCRETE PAVEMENT WITH #3 REINFORCING BARS C 15" O.G. 104 6" 3/8 CONCRETE FILLED BOLLARD STEEL PIPE PAINT WITH YELLOW EACH WAY TOP AND BOTTOM, 5TA66ERED. 152 EXI5TIN6 CONCRETE CURB TO REMAIN. 15' EA5EMENT PER 427/88 DOES NOT APPLY TO TH15 TRACT. THE 20 PUBLIC UTILITY EASEMENT, 2232/115, DOES NOT APPLY TO TH15 TRACT. B LANKET EASEMENT TO CITY OF BRYAN, q4 /199, DOES APPLY TO THIS TRAFFIC PAINT. RE: 51TE DETAIL5. Ilb BUILDING SETBACK. RE: SURVEY PLAN. 15"f BYGIGLE RACK PER CITY BYGIGLE PARKING OUIDELINE5. . PARKING SYNOPSIS TRACT. PER DEED 36g4/7q THERE 15 RESERVED A PERPETUAL EASEMENT OVER TH15 TRACT FOR VEHICULAR AND PEDESTRIAN 105 ACCESSIBLE PARKING SIGN. RE: SITE PLAN DETAILS. 11"1 LINE OF CANOPY ABOVE. 106 ACCESSIBLE PARKING. RE: 51TE PLAN DETAILS. ►18 WORKING', POINT. � SURVEYOR'S GERTIF16ATE: 1, BRAD KERR, R.P.L.5. NO, 4502, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE TH15 PLAT 15 A TRUE REPRESENTATION OF A SURVEY MADE ON THE GROUND UNDER MY 5UPERV15ION AND THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THIS TRACT EXCEPT AS SHOWN HEREON. A PORTION OF IN5RE55, EGRE55 AND PA55AGE TO AND FROM ADJOINING PROPERTIES AND STATE HIGHWAY NO. 6. BUILDING 5ETSACK LINES PER CITY OF COLLEGE STATION U.D.O. 101 AGGE551BLE RAMP. RE: SITE PLAN DETAILS. 111 PROPERTY LINE. 108 5OUARE INTERNATIONAL AGCESIBILITY SYMBOL. WHITE LOGO ON BLUE 120 FINAL 6RADE SLOPED AWAY FROM FOUNDATION. • !� ~� ' r SHEET CONTENTS S ITE PLAN TH15 TRACT DOES LIE WITHIN A DE51ONATED 100 YEAR FLOOD PLAIN AGGORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 4804160142 G, EFFECTIVE DATE: BACKGROUND. PET. 4 /A-0.1 124 51TE LI6HTNIN6. RE: ELECTICAL DRAWINGS. ' 07 - 1992. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4502 TOTAL SITE AREA: iOq PAINTED CROSS- STRIPINCS WITH BORDER YELLOW TRAFFIC 125 REMOVE EXISTING CURB AS REQUIRED, CONSULT PROPER AUTHORITY DATE 09.19 DRAWN BY: A./ A.P. .A — PAINT. FEMA NOTE GENERAL NOTES PROJECT LEGAL DESCRIPTION KEY NOTES _. A■ 1�0 F CHECKED BY: Q.C.D. PRO) ECT Na 0537 IRLE NO: 0537•A•LODWC PROJECT BENCHMARK: "X" FOUND ON CONCRETE DRIVE. ELEV: 274.29, X: 1554.05, Y: 542.28 TE e FIRE LANE 0 11 10 FIRE LAN 111111111111111111111 FIRE LANE F FIR 36 X36 STANDARD J. BO TOP= 275.29 15" UT= 266.54 15 =266.61 , NE FIRE LAS HOME POT-- ` - - SITl - L0J - K -4- ___ 1 i- n - / TIRE LANE ��LFIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE -J ENE �IIIIIIIIIIII FIRE LANE FIRE LANE / f 15' PRIVATE ACCESS AND PROP. FIRE LANE PUBLIC UTILITY EASEMENT TYP - - RELOCATE TELEP EX ISTING BY J , /PROP. FIRE LANE (,�IIZE�A ' o'u- 00 20' PRIVATE ACCESS AND (nP) '(p11W foam i EX. UNDERGROUND .OTHERS (PROP. LOCATION) �{RaP� t / !/ /! EX. FIREHYDRANT I 64W ve PUBLIC UTILITY EASEMENT TELEPHONE VAULT LANE FIRE LANE FIRE LANE i't FIRE LANE � L NE FIRE LA E FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LA FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE A FIRE LANE FI � VAULT ,� _ UT - U iJ J! ND / X E . UND RGRO _-..•.._ -- � a -V1L a- ny« - 13 r4O' EL EPH NE T LEPHO E 9 °5 9 e °5 36 37 9 EDtST 3 4 5 6 7 8 9 10 1 1 12 13 14 1 v 16 17 18 19 v ' ✓r LOT RE GAS ���- BLO K 1 f 62.7 �F. 1 10" PVC (PLAT 5d.31/230) i' LOT 2RD (� R2�6 ? ?.57 ! 3. UNDERGROUND BLOCK -_ _;. ( f S f LO E 1 EXISTING l ' TELEPHONE 0.706 ACRES I �gv HEADWALL �LOPE,D HEADWALL `+ EX. 8" a['R P. PL= 6.97.' (f Syr. WATERLINE �y�57 29 28 27 26 25 ,24 23 22 2'1 20 ��t ?��ij s =� FI' E I E 1 J 1/ 11 CAR WASH ' o II 11 a� SITE Z ! % CONNEC TO l l EXISTIN GAS �' 11 CO ECT TO U J .�.n l c / ' !1 11 E . s WL. 1 m SEE ARCHITECTURAL DRAWINGS FOR EXACT l " " USE - 8 "X2" M.J. ,� NNECT .24 X 4 ANDAy�D GRATE If _ '�' PROPOSED 2"/WATER `s�UN' RGROUND LOCATION OF UTILIW CONNECTIONS TO THE 3 � / T PPED TEE ,✓ 1 CTRICAL >� f NLET% W/ GRATE`'TOP:' -EJI", 1 # �` WL FL= 270.12 ' i METE '� 4 G.W BUILDING (FF 275 .90) 11.60 L ,® ' 1A j V571 �'' (151 SQ: ' 1 i® �' i OBENINQ MIN /OR /APPROVED P i !f If R ,v 2" WL FL =270.3 FOR DOMESTIC USE � 'i 79.85 L.. n , 272.90 F 4 PVC 4 PVC 2 Iff If LOT �SRB USE 1 /-2 "x11.25' it4}J " (SCHD40) ® -3.09% » (SCHD40) ;�T BLOC1 `� �« PROP. GAS PROP 4 CLEAN SLOPE PROP 4 0 -3.09% R 4" (1 If (PLAT 593 230) '- T 9w PVC BE METER OUT (TYP.) C (TYP OUT 0-3.09% OUT PROP 4�' f / 11 / ` c FL= 272.90 FL =271.6 �•) ' CLEAN s F -270.4 � 4' TYP. I( Il SEE �„ ,, , - ���� FL� 261 ll 11 INSET °""'P PROP. 2" WATER - Lt k % j _ ______ _ » » ; T `-- -_._. CONNECTION TO ' 1 21.24 LF/ 4" t 11 A � , _ BUILDING O _�-- /'- _`"/ � (/ � ( J D � s LOPE 1F t/ = 272.90 GREASE TRAP - ii � �• 2 " Z- J �, PROP ED 3/ -t I . / �� �i WATE METE 1/ r' FO LAWN PVC SCND - P WELL IR GATION h I�f o w ® LOPE PRO 4" 0 -3.0 C SE PROP 4" - 1 APP X. C OUT SLOP " REA RAP4` CLEAN OUT / ' 4 L IN 72.3 0 t / o f TRANSFOR ER FL(2 2 67 FL 0 = (TMP ) o ' PAD 271.8 FL= 270.05 88.65 LF. 4" PVC .,.._, CHICKEN EXPRESS (SCHD40) 0 -3 .290 SLOPE 11 11 SITE j ff Ili j/ _• F E,. � o � I � r 9 °s ft tt ! Aw•(c + 1 PVC 9oa j �-- ^ - 4 k 0 NOTE: Standard City Ring and Cover. Vulcan V1342 or approved equivalent. Cover should be marked with the City Logo and the words "Storm Sewer ". Utilize precast concrete grade Ring(s) for adjustment to finish grade. (24" Max. Height) NOTE; Junction Box #3 (See Sheet) Shall have a Ring and Cover (Vulcan V- 3418 -1) STANaWD JUNCTION BOX OR GRATE &k NTS 8' L 16 ' C __iI E #3 Bar Continuous Conc. Rip Rap M #3 Bars © 12" O.C.E.W. Field bend reinforcement wire and tie to proposed reinforcement SECTION A -A Conc. Riprap rr Class B Concrete 0 - Slo e End of Pipe F /L _ 1 C E L W 12" 54" 66" 30" For Payment - - Joint as Required I 12" 12 CAST IN PLACE SLOPED IEADWALL CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL NTS 0� o r, G V3 O N C. -Z A (n � 60 a� � N.T.S. e G SIB O � �� UND 0 � `3 VICINITY MAP 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 0 1- 800 - 344 -8377 b. Contact Kimberly Winn 0 ONCOR. 774 -2506 C. Contact Mike Lavender 0 Cox Cable 846 -2229 d. Contact Isabel Cantu 0 BTU 821 - 5770 e. Contact Mitchell Gas 0 779 -4460 f. Contact Union Pacific Resources 0. 778 -8525 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, 2004, 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. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching 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 retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as 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 properly 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 Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground- mounted mechanical equipment shall be screened from view or isolated so as not o 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. ,` l * roJ 1051 8-FreeBlydsW518- C1- udllty.dwg, 8/12/2005 2M:42 PM, 1:2D 12 %S.: .4.75 / i 1 I Scale: 1 inch = 20 feet 11 r j ,4 �" � z . RED LOBSTER / F >, 15" PVC , ®r `'� pPE` Q O• S� Q � V A 6" B 6" C 8" / CONNECT TO PROPOSED �\ / EX. 8" WL "X2" 2 R USE 1- 8 M.J. METER \ TAPPED TEE. FOR / EX. 8" WL FL= 270.12 DOMESTIC PROP. 2" WL FL= 270.37 USE \ 2" PVC WL 1- 2 "X1" ' PVC TEE �Y ' FL= 271.18 ' IM REDUCED / 1- 1 "x ND PVC BEND BACKFLOW �\ FL= 271.23 PREP VENTER PROPOSED \ 3/ FL= 271.30 METER FOR LAWN IRRIGATION ` INSET 'A NOT TO SCALE 0� o r, G V3 O N C. -Z A (n � 60 a� � N.T.S. e G SIB O � �� UND 0 � `3 VICINITY MAP 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 0 1- 800 - 344 -8377 b. Contact Kimberly Winn 0 ONCOR. 774 -2506 C. Contact Mike Lavender 0 Cox Cable 846 -2229 d. Contact Isabel Cantu 0 BTU 821 - 5770 e. Contact Mitchell Gas 0 779 -4460 f. Contact Union Pacific Resources 0. 778 -8525 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, 2004, 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. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching 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 retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as 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 properly 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 Texas Utilities, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground- mounted mechanical equipment shall be screened from view or isolated so as not o 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. ,` l * roJ 1051 8-FreeBlydsW518- C1- udllty.dwg, 8/12/2005 2M:42 PM, 1:2D 12 %S.: .4.75 / i 1 I Scale: 1 inch = 20 feet 11 r j ,4 �" � z . RED LOBSTER / F >, 15" PVC , ®r `'� pPE` Q O• S� Q � V A 6" B 6" C 8"