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HomeMy WebLinkAboutDrawingsLIVING HOPE BAPT IST LEGAL DESCRIPTION. DROZD SUBDIVISION LOT 1 (2.57 ACRES) OWNER INFORMATION: VICTOR &MARK DROZD 4236 BOONVILLE RD BRYAN, TX 77802-3674 SHEET 1 OF 2 CHURCH -ACCESS DRIVEWAY APPLICANT .INFORMATION: LIVING HOPE BAPTIST CHURCH 4170 STATE HIGHWAY 6 SOUTH COLLEGE STATION, TEXAS 77845 979-690-1911 CONTACT: M.D. MARSHALL 979-492-2888 CURRENT ZONING: GENERAL COMMERICAL (C-1) APPLICABLE EASEMENTS: 30' ACCESS EASEMENT PER DROZD SUBDIVISION PLAT VOLUME 2976, PAGE 37 20' UTILITY EASEMENT AND 50'X50' ACCESS EASEMENT PER WILSON SUBDIVISION PLAT VOLUME 1985, PAGE 199 m PROPOSED DRIVEWAY PROJECT AREA :� .,> #',_....;< r ., .;.. ... _.. s•,_... -c:. :,. .,,.. ji. ,. , k�i� ::=:: �, ;.a =;,_. - - ,-:.. . ,'-� r - � ,.,-3 7.> , s.:.. n,n :p.>��s -I � t a # {r • • . . • • i . • . • Conditions & Demolition.dwg January 18, 2012 . • 4" • 1 "k n 37^ ..3'`sy;.. • i -;:: s „'3c-4 .r,�•.r'i . � ..: x t :: �` ,. 'r ., � �e ,:�.s� : � ":�ir�, t.; • - � ts. ,�-`x s": lb ��.: �':. ,� ru?ii .,:u..'' ..,,� 7�DETENTION i?a - .. :4. .,...: .c1.. :�. i:. :.., Ct. �,... "U�'-`�. .:.. 2 '.. ,. .. •..,. ... ,'�* � ,r,�fik ,,}'y�? sus � ,z ,,: _...., . , ,>;:`�`i,.,.�", �.,..,. 7v : � ��r ,;�•.d i4 • I' t t. ,:": ♦.a :.. ;:. e ,,. : .. :.. _. .S<... :rc, � ,LIL ;,,. � ._ y,, t 3fi :. x` 'J;'J$.. ' - ,_✓ ,�f ''L� # c. � �._ r. .., _..... •... s�r�.. .:... .....:.... ._.., ..,..,,. x. .. ,. _. ,._.•, .'�.�.x ... ,, a,a ,::..�•,,.e to ., ,. _'s4 c `I. ::,.:. E. .. L; .., t.. ,. � ., :..: :•x. .;.wr. Y . :.,:.i :. .. �".., ""�'-.. :^: i?:.t �,.. ..¢.. _t fi +t+t."`.G' n�%' r OND Y. _±... " v . ,., . ., r. .-gg�� ��. _.... :; , ,.. �, „ .>» ,,,: ,. ,:. „ ,- -dam .. .... as :•. �•_e: r�, P ....... ._ .. ;s, i7'•� c �:: a .. •.... t.., D !,n i �,.. .. r , .:. ,. 2. , . ,.... �;R .,: s.... ,..-_ :...., I]] .., . r :... Y, .> .. .Yr., r v. .. ...ti.. .,.. .. . .- .fa_[��..,..>s_,..,.t I OWNER: FREDERICKS & BROWN, LCC(OR APPROVED EQU;A.L)..OWNER TO SELECT FINISH AND COLOR. N : LEGAL DESCRIPTIONLOT 1 �W WILSON SUBDIVISION 4" TYP 0.9704 ACRES7777777�r-- - 1} I Z z I ' ZONING: GENERAL COMMERCIAL (C-1) - - - - I ' 10j IMPROVEMENTS IN THIS AREA BY OTHERS 3'-0 MAX I' I CEMENT STABILIZED 2 SACK/ CY 6" GRANULAR , BASE COMPACTED RETAINING WALL DETAIL i X=4150.46 Y=5396.30 l ra. m U f.h .•.. -v,� t r Y s \ 1 5 _y .. >'S * _ `.� / .. w d O r. s v r # - CONCRETE SIDEWALK PAVEMENT- 36 SY - .: -_, • - ,. u , � . _ � z •- ; w : y. LL 01 X 'v S} • r EASEMENT PER WILSON ' �tL M. p X=4137.51 I - SUBDIVISION PLAT i NOTE: ALL TRAFFIC SIGNS ARE TO BE �_ 2 \ z z tr '" :.. :> Y=5347.68 I ; , { I RELOCATED BY CONTRACTOR. �L•�� APPROXIMATE .., y,. PROPERTY LINE s t M WITH CITY OF COLLEG i> RELOCATIONTRE E _ o X=4119.75 ' , ::•... l ' V STATION REMOVAL & DOWEL ON CURB- FIti.� C7 CURB TO BE PAINTED RED 1553 LF THIS VIEW p I a n ; . „ Y vJ N AD R2AMP CONTINUE SILT % j WITH WHITE STENCIL: NO X=4475.32 FENCE ALONG / PARKING FIRE LANE TOW CONCRETE X=4475.32 Y=4982.52 F== . Y=4982.52 . PROPERTY LINE / AWAY ZONE PAVEMENT 1657 SY 25' BC -BC j _ r X=4471.81 �Q / // o� X=4446.92 I Y-4978.96 X-4527 8 .q,L•tr' - - / / / Y=5003.57 Y=4943.2 �.� .� ® $: _ / 30' ACCESS EASEMENT PER DROZD SUBDIVISION PLAT 1* h p ,. , , .-: pqn SWI DETAIL - _ - - �r= _ .,,•. -r<, - - SF / -- - -- ---- F ---- --- ---- -- - - --- -- SF ---- SF -- hr t SW3-03. _ - L X=4123.55 X=4154.36 - __ - - -93- _ / 0.6% 1.5% 1.5% 2.29% 2.29% T.7(=4123.55 - w W YX=4518.00 Y=5342.20 X=4147.27 - - Y=5309.46 X=4216.07 X=4237.27 / U / (Q l W I / Y=4933.26 / Y=5342.20 Y=5302.41 Y=5233.22 Y=5211.91 -� m w / '� - - I - - - \ j _ - --------94----- - - 0Itr - / - - M\/ A l - - - U- -� F F �� _ X=4104.06 -_---_----'-------- ----- - � U�m �) ' �Iw � X=4104.24 - - _ - I �' /� Y=5329.36 Y=5313.23 , d 4-- ` -95 - '_ .- ----- - - - - -` �' `_ N `/ / �) /' I / U (m / Y=4914.94 E / i 0 77 77 - - - 2012 /b . ;.<. : I �"I--•..----- -_ - - - - - - - __97 - - - - - - - - - --- I i�------- \ G' N E E 1� ..> ADA RAMP : • { /- _. -- - -- -- -- -" - / pp Y=5365.26 ` \ \ � � N G - - L0 0� 0� X=4068.47 > `j' Y=5313.09 �� ' ^ / / ( 20` UTIILTY EASEMENT PER 0) �� WILSON SUBDIVISION PLAT / CONCRETE SIDEWALK PAVEMENT- 7.5 SY SITE PLAN - 111=20' r / APPROXIMATE - - - - \ 96�1 i _ _I PROPERTY LINE \9j OWNER: JAMES'& BEVERLY KLEPAC OWNER: ROBERT JR. & TAMMY KNIGHTON WILLIAM LAVIS SHELTON III LEGAL! OWNER: KEVIN &.GINA KONDENLER LEGAL DESCRIPTION: BLOCK 17, LOT 8 LEGAL DESCRIPTION: BLOCK 17, LOT 7 DESCRIP ION: BLOCK 17, LOT 6 SHENANDOAH PHASE 2 SHENANDOAH PHASE 2 3HENANDOAH PHASE 2 LEGAL DESCRIPTION: BLOCK 17, LOT 5 ZONING: SINGLE FAMILY RESIDENTIAL (R-1) ZONING: SINGLE FAMILY RESIDENTIAL (R-1) ZONING: I INGLE FAMILY RESIDENTIAL PHASE 2 SHENANDOAH lR-1) ( ZONING: SINGLE FAMILY RESIDENTIAL 0 10' 20' 40' 1 "=20' = m �m GOOOWIN-LASITER, INC. GENGINEERS ARCHITECTS L SURVEYORS TEIPE FIRM REGISTRATION #413 www.goodwinlositer.com 1609 S. CHESTNUT ST., SUITE 202 m LUFKIN, TEXAS 75901 m (936) 637-4900 3600 STATE HWY. 6 SOUTH., SUITE 102 m COLLEGE STATION, TEXAS 77845 a (979) 696-6767 D:\698\698035\698035 -C2.1 -Existing Conditions & Demolition.dwg - January 18, 2012 - 8:20am T=93.28 P=09 78 .4A, -71S or, rel.%.1_% so r�. 111 01 I ..................... 1. JOHN RUSK .......................... 87884 ENS %%%/ONAL .76 u =vic; — — — — — — —91- EXISTING T=93.45 EXISTING DETENTION POND ON N �k rl v EXISTING LIVING HOPE CHURCH I', Rc, YLLJ L) �; Al JAN 202012 C 0 L CL E Qt- 6 1 A I - �`O, N DEVEL0pry4,,c PLAT PILED -7 E"fi-RV"E" 20' UTILITY EASEMENT HANDICAP LOADING ZONE STRIPING ICONCRETE MAX/r-RACKI r OX/ OWNER: FREDERICK 3 & BROWN, LCC LEGAL DESCRIPTION: LOT I WILSON SU DIVISION 0.97041ACRES ZONING: GENERAL COMMERCIAL (C-1 ---------- CONCRETE — — — — — — — — — — IL 0, 1 lvl� I O_ 0 z V, P=92.95 N 0 z 0 S SF m 0 --92— — — — — — — — HANDICAP SPACE — — — —_ — _I I — i 0 P=92.84 T�-93.43 w 0 92 55 0 MATCH EXISTING T= 3.3 P=92.93 Sf QU < P= 2.8 1) " MATCH EXISTING . j ca ca W 06 U) T=92.26 0 st X 4220 8' m W P=91.76 T=92.95 2 U) () !� I/ Y 5351.45 P=92.45 I- X. CONCRETE 0 C.) co �l MATCH EXISTING I cu w 00 0 PAVEMENT- 65 SY NEW HANDICAP F kmp 0 < N < Ill ; - ON F- l_, I � I- 0 r.- Z 5352 (6" MAXIMUM RISE) u� T=92.15 T=93;15 0: Lq W P=91.65 P=92.65\j _j 0 cq Q N) X = 4173.59 2 Y = 5378.30SPACES , C, �0 0 F_ a. r �n V LANDSCAPE REQUIREMENTS: SITE AREA = ±0.97 ACRES ±0.97 ACRES = ±42,253.2 SQUARE FEET/1,000 = 42.3 x 30 = 1,269 POINTS RIGHT OF WAY = ±190.98 LINEAR FEET (Barron Road) ±190.98 LINEAR FEET/50 = 3.82 x 300 = 1,146 POINTS LANDSCAPE ARCHITECT PLAN PREPARATION (Texas Registration 26 73) 2,415 x 0.10 = 241.5 POINT CREDIT POINTS REQUIRED = 2,415 POINTS TOTAL 2,415 POINTS - 241.5 POINT CREDIT = 2,173.5 POINTS TOTAL POINTS REQUIRED = 2,173.5 POINTS STREETSCAPE LINEAR FOOTAGE = 190.98 LINEAR FEET 190.98 / 32 = 6 STREETSCAPE REQUIREMENT = 6 CANOPY OR 12 NON -CANOPY TREES POINTS PROVIDED: 2,320 POINTS STREETSCAPE TREES PROVIDED: 6 LANDSCAPE SCHEDULE -PHASE 2B: CANOPY TREES QTY I COMMON NAME / BOTANICAL NAME SIZE JG 5 Bald Cypress Container 150 Taxodium distichum 750 0 1 Chinese Pistache Container Pistacia chinensis 10'-12' Ht, Straight trunk, 6'-8' Spread! • 2 Drake Elm Container 300 Ulmus parvifolia 'Drake' Specimen 1 Live Oak Container Turf SHRUBS F.x�ll Turf I'.; .. n6 Binding i -Chli181e_P bochw- tt Quercus virginiana VICINITY MAP OWNER 1. Name of Project: Fr dericks & Brown LLC. Building 2. Legal Description: 1251 Barron Road, College Station, TX 77845 3. Owner: Frederic s & Brown LLC. 2801 EI Rudder Freeway S. College tation, TX 77845 4. Over II Site Area: 0 97 acres REMARKS CKD BY: POINTS JG EXTENDED 8'-10' Ht, Straight trunk, 4'-6' Spread NOTED 150 DATE: 750 Full Branching, 2.1" Min. Caliper @ 1211, Specimen CAD #: Brown 2011.020 10'-12' Ht, Straight trunk, 6'-8' Spread! i1 ■ X00 300 Full Branching, 3'5" Min. Caliper @ 12" Specimen 979-777-0065 Jeremygreenhaw@gmail.com 8'-10' Ht, Straight trunk, 4'-6' Spread • 150 300 Full Branching, 2.1" Min. Caliper @ 12" jjSpecimen 10'-12' Ht, Straight trunk, 6'-8' Spread 4 100 300 Full Branching, 3.5" Min. Caliper@12", pecimen iI �i QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS POINTS 67 Dwarf Yaupon Holly 5 gal 30"-36" Ht, 18"-24" Sprd. Ilex vomitoria 'Nana' Full, Well rooted i �XTENDED i 670 LANDSCAPE S. DG, ARCHITECTURE ,,FFtt 61d, . fil Turt: I a 1 „ > and debris installed to a depth of 4 In all beds. 3; depth on mulch rings F I+ . _. _ ... _..... 1--1 .... .. s _ a.. . P 7 ...._...t.3, ...i.. _..:. ... a .-:, .r:,:.. it _ ........_.. _._ F around all new tree out from trunk. �, � outside of bed are s 30 not cover t See D o n trunk. detail. . .. ._ .. ..__._._m.____....... Yaupon 32 US Planter Bed Soil d in an stall p h of 6 T p soil DM+arl' Y Quality top soil to be used Tilled in ed to a de t o W (Y°p°n (12)sample to be inspected and accepted b landscape architect prior to delivery._ jj Sample to be tested for soluble salts: less than 2dSftr soil pH: between 5.5 � ' _.._ __:�_ and 7.5soil texture: less than 30% clay, less than170° sand, less than 70% silt organic material: greater than ore equal t 2%. g g q l� F- - SAR• acceptable to 10 based on soil to lure, greater' an 10 unacceptable V Contractor to pay for soil test prior to de very No No,exc' ptions. W. } .., .,.. . .._........ , . , .. .. x �. .._, .:.. .� _ a .. .. ,.. -..,.:. .. . rte.. s. ti< s.. .....,. ,. sa, et"?...I._. ,ri_.,:5'''�c.,.?,...�Y., a.r«".,.....,k, 1:..'_h°`..W,..,. _... „.. ., ., t __ .__...... _.. ,. ., s::.:. ..._,. a.. ,�?:�f�.7_.�s,. .E .:_.. .:.. cr...r.,.,...> ,i..L Etn . ° .�. . �'. _ � .. _.. ......,_. %s"r_s,,. ,m>.s.u. _,, .>,.._...._-v..-`ni,...a._ai'.U.s.... .. ,.._...5. _-,.w.._..-._. ..<.. _..-_. ,_._ _...,..-,,._�:, PLANTING NOTES: ry1. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY 10. ALL PLANTING BEDS SHALL E TILLED TO A MINIMUM DEPTH OF 6 a it i TAKE INCHES. ALL ROCK, INCLUDING LIMERO K BASE MATERIAL, AND 5 � -,_ LO W.r i._i.. DEBRIS SHALL BE REMOVE II PLANTING' BED SOIL TO BE TESTED 2. THE LANDSCAPE CONTRACTOR SHALL BE AWARE OF LOCATIONS OF 1 b i AND ACCEPTED BY LAND , _ ALL EASEMENTS AND UTILITIES ABOVE AND BELOW GROUND AND SC PE ARCHITECT PRIOR TO DELIVERY. ® 00 H i f Fil-RIE COORDINATE PLANT LOCATIONS BEFORE DIGGING OPERATIONS TEST TO BE PAID FOR BY C TRACTOR�ATCHING'CRITERIAIN ti Q a ,LANDSCAPE SCHEDULE. M �'..:...; BEGIN. W ti U 11. CONTRACTOR SHALL STAKE ND/OR 3. ALL TREES SHALL HAVE A MULCH RING EXTENDING AT LEAST 30" PAINT PLANTING LOCATIONS (. > OUT FROM AROUND THE TRUNK OF THE TREE. PROVIDE BERM IN THE FIELD. UPON APPROVAL BY THE OWNER'S X W 'i> -' AROUND EDGE OF ROOTBALL TO FORM SHALLOW SAUCER TO REPRESENTATIVE, THESE AREAS SHALL BE SPRAYED WITH AN M I--' Q 0 �.__-I' AN F-0 f0E R Z TO BEAT EDGE OF ATERINLLSAUCER, REGARDLESS OF PIT SIZE, IS APPROVED H DURATION OF THE PROJECT! 0 ERBICIDE AND AINTAINED WEED FREE FOR THE Q a I Do NOT CUT LEADER 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. 12. EXCAVATE PLANTING PITS ,ITH VERTIC L SIDES. DO NOT C: cu -I-,i q;� _J2 STRANDS GALV. WIRE 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING DISTURB SOIL AT BOTTOM F PIT. MAKE XCAVATIONS OR TILL s STAKES AND LOOSEN SOIL TO THE IDTH REQUI ED IN PLANTING DETAILS U SPACED EQUALLY (12 GA. ) TWISTED FOR STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARD HE OO AND TO THE DEPTH OF TTBALL. vJ SUPPORT, TYP. FOR NURSERY STOCK; ANSI 260.1-2004. L RUBBER HOSE USE SAME COLOR 6. CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN 13. SET PLANTS ON SUBSOIL, PLUMB, AND I THE CENTER OF PITS Q� snucER ->-i� 7� FOR ALL TREES S HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF (12) TWELVE WITH THE TOP OF ROOT MA S SLIGHTL HIGHER THAN FINISHED LANDSCAPE GRADES. BACKFILL FIELD SOIL AROUND SIDES OF ^^♦♦ r Raor BALL ` TREE WRAP MONTHS AFTER FINAL ACCEPTANCE. ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE W 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING 0 2" SQ. STAKES, MIN. 8' SOIL WITH SOIL REACTION PH ADJUSTED TO 5.5-6.5 . SOIL WITH NO VOIDS AND AIR POCKETS. �TERIAL MUST BE WATERED IN AS (V V CONCRETE CURB OR SIDEWALK LONG, PLACE STAKES ( ) PLANTED. HOLD GRADE 1 INCH BELOW EDGE PARALLEL TO ADJACENT DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME 14 ALL PLANT MATERIAL SHALL'BE PRUNED SHAPED AS PER NOTE: One hundred percent coverage of groundcover, decorative paving, decor2tive rock, or a perennial grass is required in parking lot islands, swales and drainage areas, and the parking lot setback unless otherwise landscaped or existing plants are preserved. Loose rock is not allowed. One hundred percent coverage of groundcover or perennial grass is also required in all unpaved portions of street or highway right-of-way or on adjacent property that has been disturbed during construction SET SHRUB 1 INCH HIGHER THAN THE �- `� WALLS & BUILDINGS, EXTEND AMMENDMENT• R GRADE AT WHICH IT GREW STAKES TO FIRM BEARING As8. CONTRACTOR SHALL APPLY A MINIMUM'OF A 3" INCH LAYER OF LANDSCAPE ARCHITECT AF ER INSTALLATIONiTO REMOVE ANY DIG PLANT PIT TWICE AS WIDE ��' - NEEDED, TYP. SHREADED HARDWOOD MULCH A D SHALL BE CLEAN AND FREE OF BROKEN OR DAMAGED BRA CHES AND O GIVE UNIFORMITY OF AS THE CONTAINER 2'-0" MIN - - 2"-3" MULCH EEDS AND DEBRIS. SHAPE. SPECIFIED MULCH 4" DEEP I S E E I ST I' ORDANCE WITH 15. SEE SITE PLAN FOR FULL T IPOGRPAHIC INFORMATION, EXISTING FINISHED GRADE (ALL JUNIPER 2"-3" HT. SAUCER P P CI I T.( S. GOOD AND PROPOSED UTILITIES, EASEMENTS, ADJACENT LAND USES, PLANTS SHOULD BE PLANTED TO AROUND TREE PIT, TYP. TOP of RooT Mass occuRs AT �� EXISTING DEVELOPMENTS ND ROADWAYS. FINISH GRADE OF MULCH LAYER) (REMOVE AFTER 12 I P C I S SERVED. MONTHS) 16. IRRIGATION SYSTEM MUST BE, ROTECTED BY EITHER A PRESSURE PLAN ,. 2"-s" VACUUM BREAKER, A REDUCE PRESSURE PRINCIPLE BACK FLOW f W DEVICE, ORA DOUBLE-CHECK ACK FLOW DEVICE, AND INSTALLED AS SET 1/8 of ROOT BALL PER CITY ORDINANCE 239 L BACKFLOW DEVICES MUST BE >✓ LOOSEN SIDES OF PLANT PIT AND ROOTBALL ABOVE FINISH GRADE INSTALLED AND TESTED UPO iINSTALLATION AS PER CITY ORDINANCE SPECIFY BACKFILL MIXTURE �_ : , r fk S .. UNLESS OTHERWISE NOTE: REMOVE CONTAINER = '-':.� ,,-,'•' - REQUIRED BY SOIL 2394' •+ :"«^.' CONDITIONS LANDSCAPE PLAN PRUNE ALL DAMAGED OR ANY BROKEN OR CRUMBLING ROOTBALL WILL EXIST. I - ( ;.' ;.- =I I - i I; ( '� "- Fri ry:T- BE REJECTED. REMOVING THE CONTAINER GRADE ya DEAD W000 IMMEDIATELY Z I r" 1, ; _ CONTAINER GROWN TREE ? u 1" = 16' PRIOR TO PLANTING WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL I ( .; , I �I I I- I- 14 i �� •� a .c ; c� I - ONLY p E 6 a Y - TOPSOIL MIX, REF. SPECS. & , I' 0 16 32 48 feet SECTION SHRUB PLANTING PIT PLANTING NOTES JAN ? 2012 �'v/ 5" TYP• SUBGRADE SCALE: nts C, Q SECTION TYP. TREE PLANTING SCALE: nts 4 I r C LLLL�a a iC la K SCALE i " 1 , : 1/16 = -0" I DEVELOP ENTERVICE-( Q� PLAT FILED: o LANDSCAPE. PLA � DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 12.01.10 CAD #: Brown 2011.020 SHEET No. FOR PERMITTING ■ Prepared . Jeremy Greenhaw,RLA . 2673 979-777-0065 Jeremygreenhaw@gmail.com • 4 INITIAL SUBMISSION 1REVISION Turt: I a 1 „ > and debris installed to a depth of 4 In all beds. 3; depth on mulch rings F I+ . _. _ ... _..... 1--1 .... .. s _ a.. . P 7 ...._...t.3, ...i.. _..:. ... a .-:, .r:,:.. it _ ........_.. _._ F around all new tree out from trunk. �, � outside of bed are s 30 not cover t See D o n trunk. detail. . .. ._ .. ..__._._m.____....... Yaupon 32 US Planter Bed Soil d in an stall p h of 6 T p soil DM+arl' Y Quality top soil to be used Tilled in ed to a de t o W (Y°p°n (12)sample to be inspected and accepted b landscape architect prior to delivery._ jj Sample to be tested for soluble salts: less than 2dSftr soil pH: between 5.5 � ' _.._ __:�_ and 7.5soil texture: less than 30% clay, less than170° sand, less than 70% silt organic material: greater than ore equal t 2%. g g q l� F- - SAR• acceptable to 10 based on soil to lure, greater' an 10 unacceptable V Contractor to pay for soil test prior to de very No No,exc' ptions. W. } .., .,.. . .._........ , . , .. .. x �. .._, .:.. .� _ a .. .. ,.. -..,.:. .. . rte.. s. ti< s.. .....,. ,. sa, et"?...I._. ,ri_.,:5'''�c.,.?,...�Y., a.r«".,.....,k, 1:..'_h°`..W,..,. _... „.. ., ., t __ .__...... _.. ,. ., s::.:. ..._,. a.. ,�?:�f�.7_.�s,. .E .:_.. .:.. cr...r.,.,...> ,i..L Etn . ° .�. . �'. _ � .. _.. ......,_. %s"r_s,,. ,m>.s.u. _,, .>,.._...._-v..-`ni,...a._ai'.U.s.... .. ,.._...5. _-,.w.._..-._. ..<.. _..-_. ,_._ _...,..-,,._�:, PLANTING NOTES: ry1. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY 10. ALL PLANTING BEDS SHALL E TILLED TO A MINIMUM DEPTH OF 6 a it i TAKE INCHES. ALL ROCK, INCLUDING LIMERO K BASE MATERIAL, AND 5 � -,_ LO W.r i._i.. DEBRIS SHALL BE REMOVE II PLANTING' BED SOIL TO BE TESTED 2. THE LANDSCAPE CONTRACTOR SHALL BE AWARE OF LOCATIONS OF 1 b i AND ACCEPTED BY LAND , _ ALL EASEMENTS AND UTILITIES ABOVE AND BELOW GROUND AND SC PE ARCHITECT PRIOR TO DELIVERY. ® 00 H i f Fil-RIE COORDINATE PLANT LOCATIONS BEFORE DIGGING OPERATIONS TEST TO BE PAID FOR BY C TRACTOR�ATCHING'CRITERIAIN ti Q a ,LANDSCAPE SCHEDULE. M �'..:...; BEGIN. W ti U 11. CONTRACTOR SHALL STAKE ND/OR 3. ALL TREES SHALL HAVE A MULCH RING EXTENDING AT LEAST 30" PAINT PLANTING LOCATIONS (. > OUT FROM AROUND THE TRUNK OF THE TREE. PROVIDE BERM IN THE FIELD. UPON APPROVAL BY THE OWNER'S X W 'i> -' AROUND EDGE OF ROOTBALL TO FORM SHALLOW SAUCER TO REPRESENTATIVE, THESE AREAS SHALL BE SPRAYED WITH AN M I--' Q 0 �.__-I' AN F-0 f0E R Z TO BEAT EDGE OF ATERINLLSAUCER, REGARDLESS OF PIT SIZE, IS APPROVED H DURATION OF THE PROJECT! 0 ERBICIDE AND AINTAINED WEED FREE FOR THE Q a I Do NOT CUT LEADER 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. 12. EXCAVATE PLANTING PITS ,ITH VERTIC L SIDES. DO NOT C: cu -I-,i q;� _J2 STRANDS GALV. WIRE 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING DISTURB SOIL AT BOTTOM F PIT. MAKE XCAVATIONS OR TILL s STAKES AND LOOSEN SOIL TO THE IDTH REQUI ED IN PLANTING DETAILS U SPACED EQUALLY (12 GA. ) TWISTED FOR STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARD HE OO AND TO THE DEPTH OF TTBALL. vJ SUPPORT, TYP. FOR NURSERY STOCK; ANSI 260.1-2004. L RUBBER HOSE USE SAME COLOR 6. CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN 13. SET PLANTS ON SUBSOIL, PLUMB, AND I THE CENTER OF PITS Q� snucER ->-i� 7� FOR ALL TREES S HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF (12) TWELVE WITH THE TOP OF ROOT MA S SLIGHTL HIGHER THAN FINISHED LANDSCAPE GRADES. BACKFILL FIELD SOIL AROUND SIDES OF ^^♦♦ r Raor BALL ` TREE WRAP MONTHS AFTER FINAL ACCEPTANCE. ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE W 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING 0 2" SQ. STAKES, MIN. 8' SOIL WITH SOIL REACTION PH ADJUSTED TO 5.5-6.5 . SOIL WITH NO VOIDS AND AIR POCKETS. �TERIAL MUST BE WATERED IN AS (V V CONCRETE CURB OR SIDEWALK LONG, PLACE STAKES ( ) PLANTED. HOLD GRADE 1 INCH BELOW EDGE PARALLEL TO ADJACENT DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME 14 ALL PLANT MATERIAL SHALL'BE PRUNED SHAPED AS PER NOTE: One hundred percent coverage of groundcover, decorative paving, decor2tive rock, or a perennial grass is required in parking lot islands, swales and drainage areas, and the parking lot setback unless otherwise landscaped or existing plants are preserved. Loose rock is not allowed. One hundred percent coverage of groundcover or perennial grass is also required in all unpaved portions of street or highway right-of-way or on adjacent property that has been disturbed during construction SET SHRUB 1 INCH HIGHER THAN THE �- `� WALLS & BUILDINGS, EXTEND AMMENDMENT• R GRADE AT WHICH IT GREW STAKES TO FIRM BEARING As8. CONTRACTOR SHALL APPLY A MINIMUM'OF A 3" INCH LAYER OF LANDSCAPE ARCHITECT AF ER INSTALLATIONiTO REMOVE ANY DIG PLANT PIT TWICE AS WIDE ��' - NEEDED, TYP. SHREADED HARDWOOD MULCH A D SHALL BE CLEAN AND FREE OF BROKEN OR DAMAGED BRA CHES AND O GIVE UNIFORMITY OF AS THE CONTAINER 2'-0" MIN - - 2"-3" MULCH EEDS AND DEBRIS. SHAPE. SPECIFIED MULCH 4" DEEP I S E E I ST I' ORDANCE WITH 15. SEE SITE PLAN FOR FULL T IPOGRPAHIC INFORMATION, EXISTING FINISHED GRADE (ALL JUNIPER 2"-3" HT. SAUCER P P CI I T.( S. GOOD AND PROPOSED UTILITIES, EASEMENTS, ADJACENT LAND USES, PLANTS SHOULD BE PLANTED TO AROUND TREE PIT, TYP. TOP of RooT Mass occuRs AT �� EXISTING DEVELOPMENTS ND ROADWAYS. FINISH GRADE OF MULCH LAYER) (REMOVE AFTER 12 I P C I S SERVED. MONTHS) 16. IRRIGATION SYSTEM MUST BE, ROTECTED BY EITHER A PRESSURE PLAN ,. 2"-s" VACUUM BREAKER, A REDUCE PRESSURE PRINCIPLE BACK FLOW f W DEVICE, ORA DOUBLE-CHECK ACK FLOW DEVICE, AND INSTALLED AS SET 1/8 of ROOT BALL PER CITY ORDINANCE 239 L BACKFLOW DEVICES MUST BE >✓ LOOSEN SIDES OF PLANT PIT AND ROOTBALL ABOVE FINISH GRADE INSTALLED AND TESTED UPO iINSTALLATION AS PER CITY ORDINANCE SPECIFY BACKFILL MIXTURE �_ : , r fk S .. UNLESS OTHERWISE NOTE: REMOVE CONTAINER = '-':.� ,,-,'•' - REQUIRED BY SOIL 2394' •+ :"«^.' CONDITIONS LANDSCAPE PLAN PRUNE ALL DAMAGED OR ANY BROKEN OR CRUMBLING ROOTBALL WILL EXIST. I - ( ;.' ;.- =I I - i I; ( '� "- Fri ry:T- BE REJECTED. REMOVING THE CONTAINER GRADE ya DEAD W000 IMMEDIATELY Z I r" 1, ; _ CONTAINER GROWN TREE ? u 1" = 16' PRIOR TO PLANTING WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL I ( .; , I �I I I- I- 14 i �� •� a .c ; c� I - ONLY p E 6 a Y - TOPSOIL MIX, REF. 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TYPICAL OFFSET 2" FROM - DRIP VALVE / FILTER / TYPICAL LATERAL HARDSCAPE, 4" FRPM- RGr_i a ATnp pipe FRnnn VAI VG PLANTED AREA. NOT TO SCALE NOTE: 1. INSTALL ONE (1) DRIP KIT WITH VALVE PER VALVE BOX. 2.FOLLOW ORDER OF ASSEMBLY AS SHOWN. 3. FIELD VERIFY ACCESS TO FILTER FOR CLEANING AFTER INSTALLATION THROUGH METER BOX LID. 4. DO NOT INSTALL VALVE IN A HIGH TRAFFIC AREA FOR LAWN EQUIPMENT, FOOT TRAFFIC OR VEHICLES. 5. FIELD VERIFY VALVE BOX FLUSH WITH FINAL GRADE. MAINTAIN 6" CLEARANCE MINIMUM DIRECTION OF WATER FLOW NOT TO SCALE 328403.53-05 328403.13-03 NOT TO SCALE C N/A N/A NOTE: (. 18" 1. INSTALL ONE (1) VALVE PER VALVE BOX. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. KVALVE 2.17OLLOW ORDER OF ASSEMBLY AS SHOWN. 4. MOUNT RECIEVER WITHIN 6OF CONTROLLER. 3. TECHLINE NORMAL SPACING WITHIN THE TOP % OF SLOPE, 3. FIELD VERIFY ACCESS TO VALVE FOR MAINTENAN 2" TO 12" SIZE WATER SOURCE: DRIP VALVE OR LINE FLUSING VALVEPLUMBED AFTER INSTALLATION THROUGH VALVE BOX LID. y 6" 4. DO NOT INSTALL VALVE IN A HIGH TRAFFIC AREA SLOPE. LATERAL FROM VALVE. �� J = TO PVC OR POLY. LAWN EQUIPMENT, FOOT TRAFFIC OR VEHICLES. PLAN LABEL FOR SIZE AND 5. Y WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM /3 ON A SE 5. FIELD VERIFY VALVE BOX FLUSH WITH FINAL GR 18"-24" COILED WIRE TO CONTROLLER VALVE. QUANTITY WATERPROOF CONNECTORS TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) USE 3M DBR-6 CONNECTORS ADE. WRFS RECEIVER NO SUBSTITUTIONS USE DURABLE PRE -APPROVED ID 4. GROUND TIMER PER TAGS TO IDENTIFY VALVE DRIPPER SPACING FINISH GRADE 18" 24" BACKFILL -NO TRASH OR DEBRIS WRFS SENSOR UNIT DRIP ZONE KIT- MODEL PCZ -101 I WITH FILTER (TIP 45°) REGULATOR ET AT 25PS1 LAYERS AND TAMPED. DRIPPER FLOW RATE (GPH) l 0.4 0.6 0.9 0.6 0.9 J ACCEPTABLE. METER VALVE BOX MOUNTING WALL FINISH GRADE -NO SUBSTITUTIONS • ONE VALVE PER VALVE BOX ONLY 292 1 233 175 410 322 247 MAINLINE PIPING AND FITTINGS BRICK SUPPORTS AS NEEDED 3. EXTEND ALL SLEEVES 12" MINIMUM 4 MINIMUM PER VALVE BOX, FIELD VERIFY VALVE BOX DOES MAINTAIN 6" CLEARANCE MINIMUM " NOT REST ON PVC PIPING OR VALVE N 3/4" ANGULAR LIMESTONE USE 3M DBR-6 CONNECTORS MAINTAIN 6" CLEARANCE MINIMUM ........... - 328403.53-05 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHEN VER C N/A N/A POSSIBLE. (. 18" 12" 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. KVALVE A 4. MOUNT RECIEVER WITHIN 6OF CONTROLLER. 3. TECHLINE NORMAL SPACING WITHIN THE TOP % OF SLOPE, AGE. 2" TO 12" SIZE WATER SOURCE: DRIP VALVE OR LINE FLUSING VALVEPLUMBED 4. INSTALL TECHLINE AT NORMAL SPACING PLUS 25% AT THE BOTTOM Y3 OF THE: y 6" SLOPE. LATERAL FROM VALVE. �� J = TO PVC OR POLY. PLAN LABEL FOR SIZE AND 5. Y WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM /3 ON A SE ARATE CE VALVE. QUANTITY 3. INSTALL NEW BATTERIES AS TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) FOR ADE. WRFS RECEIVER REQUIRED. 4. GROUND TIMER PER Y� a DRIPPER SPACING 12" 18" 24" WRFS SENSOR UNIT 1. BACKFILL SHOULD BE PLACED IN 6" 5. SECURELY BOLT CONTROLLER LAYERS AND TAMPED. DRIPPER FLOW RATE (GPH) 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 18"-24" COILED WIRE TO CONTROLLER ACCEPTABLE. MOUNTING WALL FINISH GRADE DIAMETER OF THE PIPE OR WIRE 6. VERIFY CONTROLLER DOOR IS 15 292 1 233 175 410 322 247 405 308 - ..... 3. EXTEND ALL SLEEVES 12" MINIMUM SWITCHES. WATERPROOF CONNECTORS PAST HARDSCAPE EDGES 7. PROVIDE, INSTALL AND VERIFY N OPERATION OF HUNTER USE 3M DBR-6 CONNECTORS 25 397 321 238 558 438 335 553 423 NO SUBSTITUTIONS 2" LONG SWEEP _..... INFORMATION ON CONTROLLER AS .... . ....... REQUIRED BY TCEQ. FINISH GRADE a 35 486 365 279 656 514 394 649 497 . , . - , 11.1 - "i I'll, - - 11 -1 wb. , " .... .. ....... .._.... ......... BACKFILL -NO TRASH OR DEBRISc z 45 520 407 311 732 574 439 725 555 REMOTE CONTROL VALVE TECHLINE FLOW PER 100 FEET HUNTER MODEL ICV -101 G DRIPPER SPACING 0.4 GPH DRIPPER 0.6 3PH DRIPPER 0.9 GPH DRIPPER NOTES: DRIPPER SPACING GPH GPM GPH GPM GPH GPM METER VALVE BOX 1. MOUNT SENSOR ON ANY SURACE -NO SUBSTITUTIONS WHERE IT WILL BE EXPOSED TO 12" 40.00 0.67 61.00 1.02 92.00 1.53 ONE VALVE PER VALVE BOX ONLY UNOBSTRUCTED RAINFALL__.._.__..._..._....._._...._..___.._..__:_................__._._..._u_._ ._...__. _ ._._._ __ MAINLINE PIPING AND FITTINGS - 2. DO NOT MOUNT SENSOR IN PATH OF 18 I 26.67 0.44 41.00 0.68 61.00 1.02 - - IRRIGATION HEADS, UNDER TREES OR _ . _.._..__ _. _ _. .- ....__ . ;. .. .___ . _ _.__ . ____._ .. _. ___...... ............. _ _. _.._. __ _. _ ...�.... _ BRICK SUPPORTS AS NEEDED 4 MINIMUM PER VALVE BOX, FIELD VERIFY VALVE BOX DOES NOT REST ON PVC PIPING OR VALVE EAVES. 3. VERIFY SENSOR IS WITHIN 300' OF RECEIVER UNIT -LINE OF SIGHT. 24" C N/A N/A 31.00 0.51 46.00 0.77 18" 12" TUBING. ® LINE CR KVALVE A 4. MOUNT RECIEVER WITHIN 6OF CONTROLLER. TYPICAL PVC OR POLY SUPPLY FO ` DRAT FOR LOW HEAD HEAD AGE. 2" TO 12" SIZE WATER SOURCE: DRIP VALVE OR LINE FLUSING VALVEPLUMBED nR FYI-IAI IRT WI=AIIGR y 6" LATERAL FROM VALVE. �� J = TO PVC OR POLY. PLAN LABEL FOR SIZE AND 3/4" ANGULAR LIMESTONE Q QUANTITY 3. INSTALL NEW BATTERIES AS DIRECTION OF WATER MAINTAIN 6" CLEARANCE MINIMUM FLOW - gym TYPICAL SUPPLY HEADER. (p , AIR/VACUUM RELIEF J INSTALL AT HIGH POINT VALVE, OF C D TYPICAL TECHLINE DRIPPER LINE SYSTEM. 24" 18" 12" TUBING. ® LINE CR KVALVE A TYPICAL REMOTE CONTROL VALVE WIRELESS RAIN/FREEZE SENSOR INSTALLATION TYPICAL PVC OR POLY SUPPLY FO ` DRAT FOR LOW HEAD HEAD AGE. 2" TO 12" SIZE 30" nR FYI-IAI IRT WI=AIIGR 18" 6" DIMENSION- PEDESTRIAN A B C D 2" TO 12" SIZE 24" 18" 12" 4" DIMENSION- VEHICLE A B C D 2" TO 12" SIZE 30" 24" 18" 6" SLEEVE INSTALLATION NOT TO SCALE DETAIL -FILE NOT TO SCALE DETAIL -FILE IS NOTE: 1. INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. 2. DO NOT REUSE SEALANT CARTRIDGES. 3. NO SUBSTITUTIONS. 4. BRING SAMPLE FOR INSPECTION TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. UNDERGROUND WIRE CONNECTIONS NOT TO SCALE STRAP TOP TO CONNECTOR. IRREGULAR AREAS: PARKING ISLAND TYPICAL LAYOUT ODD CURVES TYPICAL NETAFIM TECHLINE REQUIREMEN S 328409.79-041 3', - _ 1-0" 'ZaQdl"Z EG 1 � IRRIGATION DETAIL LA'NDSCAP E S D G ARCHITECTURE 514,11125 111 Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com O G (-VIYV VYYI-VI CONTROL WIRES, NOTES: 90° ELL - SEE SPECIFICATIONS 1. MOUNT TIMER AT EYE LEVEL. LB JUNCTION BOX - MAINLINE SLEEVE, SEE 2.OWNER TO PROVIDE 110V Q PLAN LABEL FOR SIZE AND SERVICE FOR TIMER. Q QUANTITY 3. INSTALL NEW BATTERIES AS REQUIRED. 4. GROUND TIMER PER Y� a NOTES: MANUFACTURE SPECIFICATIONS. 1. BACKFILL SHOULD BE PLACED IN 6" 5. SECURELY BOLT CONTROLLER LAYERS AND TAMPED. TO WALL. NO MOVEMENT WILL BE 2. PVC SLEEVES TO BE TWICE THE ACCEPTABLE. FINISH GRADE DIAMETER OF THE PIPE OR WIRE 6. VERIFY CONTROLLER DOOR IS BUNDLE CARRIED. ..... OUT OF THE WAY OF WALL - ..... 3. EXTEND ALL SLEEVES 12" MINIMUM SWITCHES. PAST HARDSCAPE EDGES 7. PROVIDE, INSTALL AND VERIFY N OPERATION OF HUNTER ....... ICR-REMOTE CONTROL UNIT. - 8. PROVIDE CONTRACTOR CONTACT 2" LONG SWEEP INFORMATION ON CONTROLLER AS 90° ELL \_ REQUIRED BY TCEQ. DETAIL -FILE NOT TO SCALE DETAIL -FILE IS NOTE: 1. INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. 2. DO NOT REUSE SEALANT CARTRIDGES. 3. NO SUBSTITUTIONS. 4. BRING SAMPLE FOR INSPECTION TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. UNDERGROUND WIRE CONNECTIONS NOT TO SCALE STRAP TOP TO CONNECTOR. IRREGULAR AREAS: PARKING ISLAND TYPICAL LAYOUT ODD CURVES TYPICAL NETAFIM TECHLINE REQUIREMEN S 328409.79-041 3', - _ 1-0" 'ZaQdl"Z EG 1 � IRRIGATION DETAIL LA'NDSCAP E S D G ARCHITECTURE 514,11125 111 Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com 11.11.28 INITIAL SUBMISSION 12.01.10 REVISION 1 I.LI co00 ry Ill. U (Dx, _I U LO ua. 0 00 m L. I,. - 00< X W.o � o� � W� Qz 44. � � o _J U o _4 C co W a 0) m 0) L N O' LL U DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 12.01.10 CAD #: Brown 2011.020 '7ATION DETAILS SHEET No. SCALE AS NOTED L300 O Li W Q Q Y� a 11.11.28 INITIAL SUBMISSION 12.01.10 REVISION 1 I.LI co00 ry Ill. U (Dx, _I U LO ua. 0 00 m L. I,. - 00< X W.o � o� � W� Qz 44. � � o _J U o _4 C co W a 0) m 0) L N O' LL U DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 12.01.10 CAD #: Brown 2011.020 '7ATION DETAILS SHEET No. SCALE AS NOTED L300