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Item 6E PlansLANDSCAPE ARCHITECTURE 1000Yo DESIGN PLANS FOR w1reless � 4 Sµ�t�YS t.e TEXAS NETWORK FACILITY NORTH CONSTRUCTION TRAILER STAGING AREA 500 WEST DOVE ROAD CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS \ F-Nrho I ' GRAPEVINE ESH MEADO`N RECREATIONAL �J' 35 �� INVERNESS - AREA o r BLUEBIRD i SHEET INDEX i BASS � � � INV ERNE o C1.01 TRAILER LOCATIONSm KING / I� wHAVE , HA BOR BRIA ' \ WIN J 9 BLUELUE TEA � L1.02 LANDSCAPE PLAN �\ (\ NPRDO� BORNE}. IUi21i �HC'O; PROJECT LOCATION L2.01 LANDSCAPE DETAILS P IR1.01 IRRIGATION PLAN TAYLOR N gio� I �Q ��=°=—'� ��o , ° ?� N �P R2.01 IRRIGATION DETAILS °G E DOV HERALD unflr 0 MOCKINGBIRD 0 PHEASANT o I LIMIT PRIMROSE -/ Z PL NTATION \ D E LL '33 Sec" a SLEEPY HOLLOW POST 0 K RANDO o 'HOLLOW YPRES LN I 4H, / WHISPERING m CGREEK p - FOREST z I o o \ 1// E i �6\- N V / a n � HIGHLAND m Ooo LAKEV o ` N'OOD O KINGS/ice 1 CROSSTIM ER DOVE � ASCOTT -- / o_ _ BEL!AON WILDWOOD \NOODBRp K _- CHURC T � VICINITY MAP — N.T.S. ick Fisher White 111 South Independence Mall East MEN Suite 400 ■ Philadelphia, Pa 19106 215-627-0200 ■ ww-w.wfweng.com Project No.150031.000 OWNER: ENGINEER: LANDSCAPE ARCHITECT: J. HUNTER STARKEY, P.E. J. DAVID BUCHANAN, R.L.A. VERIZON WIRELESS 1201 NORTH BOWSER ROAD 1201 NORTH BOWSER ROAD 180 WASHINGTON VALLEY ROAD RICHARDSON, TEXAS 75081-2275 RICHARDSON, TEXAS 75081-2275 BEDMINSTER, NEW JERSEY 07921 TEL (972) 761-1636 TEL (214) 346-6268 FAX (214) 739-0095 FAX (214) 739-0095 AVO 29252 MAY, 2015 .�1 1 This drawing was prepared solely for the use of 2 Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. 3 4 ■ Nvww.wfweng.com Project No. 120155 ■ ■ ■ HALFF 5 RICHARDSON, TEXAS 75081-2275 6 FAX (214) 739-0095 REF. NORTH PARKING AREA SECTION/ELEVATION >E ova N �0 W Q a _ LL Oto � a W X y O w O�oW a � e. W z i Lu I 000 �z U) LU Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW NOTES: 1. TRAILER INSTALLATION TO BE PERFORMED BY OTHERS. GRADING TO BE PERFORMED AROUND TRAILERS AS NECESSARY ISSUE FOR BID A ./ '/ \ \ / `♦ ♦ \ \ \ \ \ \ \ 0 ISSUE FOR CONSTRUCTION IN ORDER TO STABALIZE AND LEVEL. NO FILL SHALL BE PLACED 1 ADDENDUM #1 - WEST TRAILER RELOCATION 06/09/2015 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION IN THE DETENTION POND EMBANKMENT. 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA 2. TRAILER LOCATIONS ARE SCHEMATIC IN NATURE AND CAN BE ADJUSTED TO AVOID EXISTING TREES OR PERMANENT STRUCTURES ' / •' / \ \ \ DESIGNED BY: JHS DRAWN BY: CHECKED BY: COPYRIGHT: IF NECESSARY. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES. INC. 1201 NORTH BOWSER ROAD. RICHARDSON. TEXAS 75081 TBPE FIRM "F-312 1-e1 -11 SHEET TITLE TRAILER LOCATION / / ♦` 3. NO PART OF TRAILERS SHALL ENCROACH INTO THE FIRE LANE. r,• ` 4. CAMOUFLAGE WRAPPING TO BE INSTALLED ALONG CONSTRUCTION TRAILER EXTERIORS. WRAPPING WILL BE REVIEWED WITH ' / / \ \ ` \ \ \ `\ E COORDINATION FROM THE HOMEOWNERS ASSOCIATION. / / / \ ♦ \ \ \ \ \ 0 10 20 30 40 SCALE: 1"=20' . ♦ ' / 0 \ :. ♦ \ \ \ ss RIM- 22.60 � \ /� ' ' // / �NiN�Aoo ♦ \ \ \ o/ lo . ♦♦ \\ \ \\ \ / ' .o / .' / / NO TRAILER LEGS, TIRES, STABALIZATION BLOCKS, ETC. TO BE PLACE ON TOP OF O O \ \ \ \ \ \ \ \ \ / EXISTING TREE / TO REMAIN / CONCRETE INLET. TRAILER SHALL NOT HINDER PARKING LOT DRAINAGE TO STORM INLET. TRAILER SHALL BE PLACED A MINIMUM OF 5' FROM THE CURB INLET AND A o ♦ \ ♦` \ \ \ \ \ \ \ \ MINIMUM OF 5' FROM THE FIRE LANE. \ \ \ EM \ ' / SEE NOTE #4. O O o O ♦ ® \ \ D / / \ ♦♦ W v \ \ S \ \\ / S19 9 S19— \ V \ \ \ ,0000 \ \ \ \ EXISTING \ UTILITY EASEMENT Z 9 O pZ9 \ \ ♦ \ ♦ \ \ \ \ \ `♦ \ \ \ \ 5 0 Z9 56 ° ° \ \ \ \ \ \ 37' LP 1 1 ° ° 0) (04 I 1 °DO \ \ \ %\ \ j/ 1 —z -- I — — I LP 1 — -- ACV sZ — I CV 4Ls \ 0, � ` \\ \ LLJ \ \ \ \ STM\ NO TRAILER ENCROACHMENT LL Ud ZQ �zJ �/ /�,S NO TRAILER ENCROACHMENT s _V S / 8 "W F a! 8W 8W — — — — — — — — — — —W W ---- — -------------- 811W ----- ----- � \� \ O ♦♦ \\ \ \ \ \ \ \ \ — — — — — — — — — — — — — --- — — — — — -- — — — — — — — ------------------ \ \ �\ IP `\ BIb / B. WV / STIRS RIM -626.7 STUD-625.2 L 6 +24.7 FL-624.7:t HAI DRAIL • • • o I �' ♦ \ \ \ \ \ Ob GRD LOADING • 1 60 \ \ \ 9 4' CONC. RAM DOCK GRD RIM•624.9 STUD•623.4 • • I I I 1 \ \ \ \ \ \ \ \ \ FL•622.9± • • \ \ BUILDING AC UNIT E) B I ♦ \ \ L \ \ BOL BILI OLL BOLL EB 8 S O B GI O B EB p EB 0 a 0 GRATE I � \ \ \ \ \ INLET (D D MH than 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 ♦ \ \ \ \ 1 • \ I \ EMH I \ \ \ S O I \ \ \ up ELE —\ -\ E I I \ \ BUILDING EXPANSION I II \ \ \ \ \ \ LEEI. s 00,0 \ \ FGP3 F \ o -ICV• a V s- ICV ` 0 \ 0 OWER ED' I \ 4z \ o F / / o p ° PICNIC AREA DO 3: li Co ` \ \ F ER BED I \ \ \ \ U) \ O A ` Ld 1 \ \ A , \ 1 LdLJ W U 1 \ ` \ \\ \\ \ \\ o WI om J ' FLOWER BED RIM -635. RIM -636.2 STUD-633. �® FL•627. + �I I I \ \Lh � N \ \ SS FL - �\ F F I 00 Q I , \ 1 2 3 4 5 6 .�1 wireless This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. Fisher White South Independence Mall East WFWick 400 ■ Philadelphia, Pa 19106 721-115,627-0200 ■ Nvww.wfweng.com Project No. 120155 ■ ■ ■ HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 REF. NORTH PARKING AREA SECTION/ELEVATION >E ova N �0 W Q a _ LL Oto � a W X y O w O�oW a � e. W z i Lu I 000 �z U) LU Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID A B C 0 ISSUE FOR CONSTRUCTION 1 ADDENDUM #1 - WEST TRAILER RELOCATION 06/09/2015 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION NA 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA PROJECT NO: 29252 STAMP llll11Rev. V10 -IS P�• iq�1rrr(((JJJJ * : �..................... / j J. HUNTER STARKEY tJJ A. 116066 : r 1(( p� . <i O.•' �� Q7 c'•. CENSE.• n ' 11I "U/ONAL �/ CAD DWG FILE: C101 -Trailer Plan -29252A DESIGNED BY: JHS DRAWN BY: CHECKED BY: COPYRIGHT: THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY05-2 ALTERATON OFHUNTER AK SEALEDE.-DOCIIMENT116066 N WITHOUTS PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES. INC. 1201 NORTH BOWSER ROAD. RICHARDSON. TEXAS 75081 TBPE FIRM "F-312 1-e1 -11 SHEET TITLE TRAILER LOCATION SHEET NUMBER C1.01 IAN nm [SIN :N Al 1, 1 2 3 4 5 6 FF=643.82 W ICV W EXISTING TREES TO REMAIN EXISTING UTILITY EASEMENT LIMIT OF IMPROVEMENT AREA EXISTING TREE TO REMAIN � 10000 000 1000, 10000 10000 �0�00� PROPOSED TEMPORARY_(03) 4" CAL. ELDARICA PINE W o�TRAILER LOCATION b''W— iii � �� / (19) 30 GAL. EASTERN EXISTING TREES / /RED CEDAR TO REMAIN (03) 4" CAL.ELDAR ICA PINE (19,455 SF) RE -VEGETATE DISTURBED AREA (01) 4" CAL. CEDAR ELM TO LIMITS INDICATED TO REPLACE REMOVED TREES WITH BERMUDA GRASS PROPOSED TEMPORARY TRAILER LOCATION EXISTING TREE BMDING TO BE REMOVED O D BOu O (D 0 MH� O� �o 3k \ FGP F E° � 1llll1 S 1 F 1waffl;l 0 F",MEP co R BED 3 �I Q EE0— BCD �I PLANT SCHEDULE QUANTITY COMMON NAME SCIENTIFIC NAME SIZE HEIGHT SPREAD SPACING GENERAL NOTES AREA OF IMPROVEMENT TREES AREA OF OPEN SPACE 158,765 S.F. TOTAL # EXISTING TREES 141 TOTAL # OF TREES REMOVED 1 Cedar Elm U/mus crassifolia 4" 12'-14' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 15 Eldarica Pine Pinus eldarica 4" 12'-14' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 56 Eastern Red Cedar Juniperus virginiana 30 Gal. 6'-8' 4'-6' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK SOD GRASSES AND SEED - ISSUE FOR BID A TBD Bermuda Grass Cynodon dactylon SOD C 19,455 SF Bermuda Grass Cynodon dactylon SEED - 2 + CONTRACTOR TO RELOCATE � n PROPOSED ELDERICA PINES °° o AS SHOWN ON TEXAS NETWORK FACILITY LOAD BANK DESIGN DATED 12-19-2014 CONTRACTOR TO RELOCATE PROPOSED LIVE OAK & CRAPE ` \ MYRTLE AS SHOWN ON TEXAS o 0 0 0 NETWORK FACILITY LOAD BANK REF. NORTH STAGING AREA ENo` \ DESIGN DATED 12-19-2014 � � SECTION/ELEVATION + r' R De r, `�� LIMIT OF IMPROVEMENT AREA — (12) 30 GAL. EASTERN RED CEDAR "v s EXISTING PARKING 0 ` \ i `\ °-' 81 W 00 o� a .......... F — I \\ .� LIMIT OF IMPROVEMENT AREA - \ (14) 30 GAL. EASTERN RED CEDAR' z IIS - BUILDING (09) 4" CAL. ELDARICA PINE D�- C� O EXPANSION I O `2 Z o )3 0 O Ir D- *5 00 Z 411 a I o o EXIST G TREES TO REMAIN + O N �I + GI I � 1 e e W+ W ew I � CD I REL I o I I I + � o � U -- — + o 3 CP + o + I I Cn C\J (11) 30 GAL. EASTERN CEDAR N 0 20 40 60 80 SCALE: 1 "=40' PROJECT LOCATION ,.� VICINITY MAP - N.T.S. SITE DATA SUMMARY CHART "NR-P.U.D." NON RESIDENTIAL PLANNED ZONING: UNIT DEVELOPMENT DISTRICT WITH "C-3", "0-2", "HC" AND "CS" USES LAND USE DESIGNATION: MIXED USES GROSS/ NET ACREAGE: 1,089,000 S.F. (25 ACRES) NUMBER OF PROP. LOTS: 1 TABULATIONS UNITS AREA OF IMPROVEMENT 198,193 S.F. AREA OF OPEN SPACE 158,765 S.F. TOTAL # EXISTING TREES 141 TOTAL # OF TREES REMOVED 1 TOTAL # OF TREES REPLACED 1 TOTAL # OF NEW BUFFER 72 TREES PROVIDED FAVI TOTAL # OF TREES 213 GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING TREES AND ALL REMOVED TREES. 2. CONTRACTOR IS REPONSIBLE FOR LOCATING ALL ABOVE GROUND AND UNDERGROUND UTILITIES PRIOR TO LANDSCAPE INSTALLATION. *EXTREME CARE AND CAUTIONS SHALL BE EXERCISED WHEN EXCAVATING, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AND SUBSEQUENT REPAIR TO ANY EXISTING UTILITIES. 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE BERMUDA GRASS HYDROMULCH UNLESS OTHERWISE NOTED ON PLANS. 4. ALL CANOPY TREES SHALL BE LOCATED NO CLOSER THAN 25' FROM THE CENTER LINE OF ALL OVERHEAD UTILITY LINES. 5. ALL TREES SHALL BE LOCATED NO CLOSER THAN 4' FROM THE CENTER LINE OF ALL BELOW GROUND UTILITIES. PLANT LEGEND SYMBOL DESCRIPTION EXISTING LIVE OAK o EXISTING RED OAK + EXISTING BALD CYPRESS o EXISTING MAGNOLIA OEXISTING CRAPE MYRTLE EXISTING ELDARICA PINE b EXISTING CEDAR ELM °_d EXISTING WAX MYRTLE 4" CAL. CEDAR ELM 4" CAL. ELDARICA PINE 30 GAL. EASTERN RED CEDAR NOTE: BACKGROUND INFORMATION INCLUDING TREES SHOWN AS EXISTING PROVIDED TO HALFF ASSOCIATES, INC. ON SEPTEMBER 10, 2012. min IC IA wireless This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. ick Fisher White WF 111 South Independence Mall East Suite 400 ■ PhIladelphia, Pa 19106 215-627-0200 ■ -,vww.wfweng.eom Project No. 120155 MENHALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 >E ova N 00 W Q a _ Q) LL O t� a oc ti FAVI —o �O W a W z i LLI �— O 00 Z UJ REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW - ISSUE FOR BID A - B C 0 ISSUE FOR CONSTRUCTION 1 - 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION NA 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA PROJECT NO: 29252 STAMP D�p,NOSCgp�, Agn ¢�� *-' •"'•+• p r 4' lauc. •' :`may CAD DWG FILE: L101-LSP-28912_Buffe DESIGNED BY: SMR2; DRAWN BY: SMR �j••••• 2570......e iHtrtiD I•r,y'vr 0uiCYlr.,..i La,.a'_,nnGf"usr,Be[n,IhiEaiND� +tHt M1YJP..I .ON{ip. EX..O19N. 7+4 rNli TBPE FIRM # F-312 CHECKED BY: JDB COPYRIGHT: SHEET TITLE LANDSCAPE PLAN ENHANCED BUFFER SHEET NUMBER L1.01 1 2 3 4 5 6 ck Fisher White otIndependence Mall East ■ Philadelphia, Pa 19106 WFW�'s2-'1-'5,s'642,o7oh0200 -■ Nvww.wfweng.com Project No. 120155 PLANTING SPECIFICATIONSPLAN 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 _ VIEW b�b�� 4pfl CRITICAL ROOT ZONE NOTE: All tree plantings to recieve a o o°nom b� (75 /° OF DRIPLINE AREA) STANDARD PRESERVATION NOTES FOR v a cv �0 Pro -active Micorrhizal treatment at time— _ _ LL O c� = of planting and during "establishment" i� n DRIPLINE TREE AND NATURAL AREA PROTECTION p�� Q �b�\ O W� W as specified by (Plant Health Care, Inc. I/ — \ pp� by \ www.planthealthcare.com 1.800.421.90pi / TREE PROTECTION FENCE 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with o� -0b�o DO NOT HEAVILY PRUNE THE TREE fencing include limbs, o b AT PLANTING. PRUNE ONLY UJ� 3: I Z °� on temporary and other measures as needed which may retaining walls, pruning of Z " a I roots, etc. CROSSOVER LIMBS, CO -DOMINANT UJ PREPARATION I I °I I 2. Protective fences shall be erected according to City Standards for Tree Protection. p ',\ LEADERS, AND BROKEN AND DEAD / DESCRIPTION DATE LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FOR VERIFYING \ 3. Protective fences shall be installed prior to the start of an site preparation work (clearing,grubbing �' ��b BRANCHES. SOME INTERIOR TWIGS p y p p g g ° ob EQUIPMENT PRE -PURCHASE THE CORRECT LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN \ o � or grading), and shall be maintained throughout all phases of the construction project. AND LATERAL BRANCHES MAY BE ISSUED FOR PERMIT REVIEW E THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. �\ — o 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does d PRUNED; HOWEVER DO NOT REMOVE pn ISSUE FOR BID not result in soil build-up within tree drip lines. MARK THE NORTH SIDE O THE TERMINAL BUDS OF BRANCHES --,�� o/ PLANT LOCATIONS 5. Protective fences shall surround the trees or group of trees, and will be located no closer than the THE TREE IN THE NURSERY p as THAT EXTEND TO THE EDGE OF REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. outermost limit of branches (drip line) plus an additional 2'-0" away from the limits of dripline. For AND ROTATE TREE TOa THE CROWN. MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the FACE NORTH AT THE SITE. a a "ARBOR TIE" GUYING MATERIAL. ISSUE FOR CONSTRUCTION PRIOR TO PLANTING. following: %o - A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment REMOVE ALL TWINE, ROPE a I ATTACH TO EARTH ANCHOR. GRADING AND DRAINAGE or materials; AND WIRE, AND BURLAP FROM b TIGHTEN ARBOR TIE ENOUGH Halff Associates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OF ANY HARDSCAPE AMENITY B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching TOP OF ROOT BALL. IF TREE IS Wit, as TO KEEP FROM SLIPPING. DATE PRELIMINARY SUBMISSION SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY not reviewed and authorized by the City Parks Department; SHIPPED WITH A WIRE BASKET dao aaa ALLOW FOR TRUNK MOVEMENT. AROUND THE ROOT BALL, CUT 30% SUBMISSION NA EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS C. Wounds to exposed roots, trunk or limbs by mechanical equipment; IQ� as EXPOSE ROOT FLARE. NA 90% SUBMISSION DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND THE BASKET IN FOUR PLACES �' D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. o a PLANT TREE SO THAT ROOT FLARE 100% SUBMISSION NA VERIFYING THAT WATER DRAINS AWAY FROM BUILDING. 6. Exceptions to installing fences at tree drip lines may be permitted in the following cases: AND FOLD DOWN INTO PLANTING IS 3" ABOVE FINISHED GRADE. NA RECORD SET (AS-BUILTS) A. Where there is to be an approved grade change, impermeable paving surface, tree well, or other HOLE TO EXPOSE TOP HALF OF COORDINATION such site development, erect the fence approximately 2 to 4 feet beyond the area disturbed; ROOT BALL. 6' HARDWOOD STAKE OR APPROVED LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER B. Where permeable paving is to be installed within a tree's drip line, erect the fence at the outer PLACE ROOT BALL ON EQUAL. 3 PER TREE, EQUALLY PROJECT NO: 29220 p ADSCA o ��•• • BUC •• 9� �/ �••; m w. :c) cc • ~ �j'•. 2570 •• C9 P ,q jF O F •��'� CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. limits of the permeable paving area (prior to site grading so that this area is graded separately UNEXCAVATED SOIL SPACED AROUND TREE. TO BE SET DESIGNED BY: SMR DRAWN BY: SMR by hand prior to paving installation to minimized root damage); IN EXISTING UNDISTURBED SOIL. COPYRIGHT: MAINTENANCE C. Where trees are close to proposed buildings, erect the fence to allow root pruning in the work BACKFILL WITH PLANTING SOIL 3" MULCH LAYER. MULCH TO LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS INA space between the fence and the building, prior to disturbance. The fence can be erected at MIX AND LIGHTLY COMPACT z SHEET TITLE LANDSCAPE DETAILS COVER ROOT BALL AND WEED AND DEBRIS FREE CONDITION AND SHALL ACCOMPLISH WATERING BY HAND AS DEEMED the point of root pruning; NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE D. Where there are severe space constraints due to tract size, or other special requirements, TO PREVENT ROOT BALL" TAPER IN DEPTH SO ROOT o FLARE REMAINS EXPOSED. CONTRACTOR SHALL MAINTAIN ALL WORK FOR A PERIOD OF 30 DAYS AFTER SUBSTANTIAL contact an Arborist to discuss alternatives. FROM SHIFTING, BACKFILL DO NOT COVER ROOT FLARE. COMPLETION AND ACCEPTANCE. Special Note: Exceptions are permitted for areas outside the critical root zone. No disturbances are WITH PLANTING SOIL MIX. permitted within the critical root zone (75% of the dripline area). For the protection of natural areas, PLACE SOIL IN 6" LIFTS AND 4" HIGH MULCH SAUCER VERIFICATION no exceptions to installing fences at the Limit of Construction line will be permitted, and no silting of COMPACT FIRMLY WITH LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND stock piling of material or dirt is allowed around trees. FOOT PRESSURE. LAYER SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED AS A 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect AND COMPACT SOIL UP TO CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDSCAPE ARCHITECT TO BE the trunk with strapped -on planking to a height of 8 ft. in addition to the reduced fencing provided. THE MIDDLE OF THE ROOT BALL. NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN 8. Trees approved for removal shall be removed in a manner which does not impact trees to be FINISH GRADE - M VERIFIED QUANTITIES PER LANDSCAPE PLAN. preserved. - <> < >> r > <t11 9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with PLANTING BEDS j` LIMITS OF DIGGIN ✓ \ \ \ \ \ �\I Y> > ,< > y good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, / � � \ \ >, ALL BED AREAS ARE TO BE LEFT 3" ABOVE FINISHED GRADE OF ADJACENT PAVEMENT TO INCLUDE b w ; '; ' ` WITH BACKHOE OR �� n ' cover them with organic material in a manner which reduces soil temperature and minimizes water loss ' �� 3 OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED AREAS SHALL BE ROTOTILLED TO " y <e.>> due to evaporation. OTHER HEAVY X A DEPTH OF 6", ADDING PREPARED SOIL MIXTURE AS REQUIRED. 10. Trenching required for the installation of irrigation shall be placed as far from existing tree trunks as EQUIPMENT44 ��j possible. HAND DIG—/' IG MULCH 11. No landscape topsoil dressing greater than 2 inches shall be permitted within the drip line of trees. AFTER SETTLEMENT AND COMPACTION, ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3" LAYER No soil or mulch is on the root flare of any tree. p permitted OF MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED. 10'-0" MAX. 12. Limbing & to clearance for structures, traffic and equipment shall take before pruning provide place damage occurs. PLANT MATERIAL STANDARDS DRIPLINE VARIES 13. All finished pruning shall be done according to recognized, approved standards of the industry ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLANT LIST AND SHALL BE ( ) p g g g pp y (Reference the National Arborist Association Pruning Standards for Shade Trees). NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK", FENCE LOCATION LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ,- - \� ��\� (REF. STANDARD PRESERVATION NOTES) ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. LANDSCAPE ARCHITECT X = ROOT BALL HEIGHT SHALL APPROVE ANY PLANT SUBSTITUTION. 1'-0" Y 1'-0" Y = ROOT BALL WIDTH Ir Ir PRUNING ALL TREES ARE TO BE PRUNED AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY LIMBS. ALL TREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE TREE PROTECTION DETAIL SINGLE -TRUNK TREE WITH STAKES STRAIGHT TRUNKS. 01 02SCALE: SCALE: N.T.S. 3/4"=V-0" PLANTING SOIL MIXTURE 50% SAND AND SOIL MIX (SEE DESCRIPTION BELOW) DO NOT HEAVILY PRUNE THE TREE 50% BALANCED COMPOST (SEE DESCRIPTION BELOW) AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT n SAND AND SOIL MIX DESCRIPTION: MARK THE NORTH SID �'°b°° �' dna LEADERS, AND BROKEN AND DEAD SHARP SAND: SAND EXCAVATED FROM A MINIMUM OF 20 FEET BELOW GROUND LEVEL. OF THE TREE IN THE ,� �° a�°��\ BRANCHES. SOME INTERIOR TWIGS SCREENED NATIVE SOIL: WELL ADAPTED NATIVE SOIL FROM SOURCES A MAXIMUM NURSERY, AND ROTATE i-0-0 AND LATERAL BRANCHES MAY BE DISTANCE OF 200 MILES FROM THE PROJECT SITE. TREE TO FACE NORTHb ba PRUNED; HOWEVER DO NOT REMOVE AT THE SITE. Q " THE TERMINAL BUDS OF BRANCHES BALANCED COMPOST DESCRIPTION: b THAT EXTEND TO THE EDGE OF THE REMOVE ALL TWINE, ROPE p� WELL -COMPOSTED, MANUFACTURED SOIL BLENDS o� CROWN. STABLE, AND WEED -FREE ORGANIC MATTER AND WIRE, AND BURLAP FROM a PH RANGE OF 5.5 TO 8; TOP OF ROOT BALL. IF TREE IS a "ARBOR TIE" GUYING MATERIAL. MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT SHIPPED WITH A WIRE BASKET a ATTACH TO 3 TRUNKS MINIMUM. 100 PERCENT PASSING THROUGH 1 -INCH SIEVE AROUND THE ROOT BALL, CUT r a o� ATTACH TO EARTH ANCHOR. SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M THE BASKET IN FOUR PLACES I as TIGHTEN ARBOR TIE ENOUGH TO NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO AND FOLD DOWN INTO PLANTING a a gado- KEEP FROM SLIPPING. ALLOW FOR TRUNK MOVEMENT. Ip PLANTINGS. PURELY EXCAVATED SOIL WILL NOT BE PERMITTED. HOLE TO EXPOSE TOP HALF OF a COMPOST CAN HAVE MATERIALS AS FOLLOWS: ROOT BALL. 6' HARDWOOD STAKE OR APPROVED 1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN -TREATED SAWDUST, GROUND BARK, OR WOOD PLACE ROOT BALL ON EQUAL. 3 PER TREE, EQUALLY WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIAL. UNEXCAVATED SOIL SPACED AROUND TREE. TO BE SET a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL NOT BE IN EXISTING UNDISTURBED SOIL. PERMITTED AS A WOOD DERIVATIVE BACKFILL WITH PLANTING SOIL Z 2. MANURE: WELL -ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE MIX AND LIGHTLY COMPACT EXPOSE ROOT FLARE. PLANT C C THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC TO PREVENT ROOT BALLo TREE SO THAT ROOT FLARE IS 3" ABOVE FINISHED GRADE. SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS, AND MATERIAL HARMFUL TO PLANT GROWTH FROM SHIFTING BACKFILL a. SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED WITH PLANTING SOIL MIX. 3" MULCH LAYER. MULCH TO 3. LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF UNIFORM PLACE SOIL IN 6" LIFTS AND COVER ROOT BALL AND TAPER IN TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL COMPACT FIRMLY WITHDEPTH SO ROOT FLARE REMAINS 4. ADDITIONAL REQUIREMENTS: FOOT PRESSURE. LAYER EXPOSED. DO NOT COVER ROOT a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS. AND COMPACT SOIL UP TO FLARE. b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS. THE MIDDLE OF THE ROOT BALL. 4" HIGH MULCH SAUCER c. COMPLETELY COMPOSTED FOR A MINIMUM OF 6-12 MONTHS d. ACHIEVES A SOLVITA * COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER e. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332, SUBCHAPTER B, PART 23 AS REQUIRED BY THE TCEQ/TNRCC f. MEET FEDERAL SPECIFICATION UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS FOR CLASS A BIOSOLIDS. FINISHED GRADE g. HAVE A HIGH CONCENTRATION OF AEROBIC COMPOSTED ORGANIC MATTER AS DETERMINED BY ASTM D-5268 AT 824 F. LIMITS OF DIGGIN !�� j��j �j� WITH BACKHOE OR / X�` X TREE SUPPORT OTHER HEAVY EQUIPMENT TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD FOR A PERIOD OF ONE YEAR AT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. nvinV//TV" WARRANTY o �� Cl) 6' HARDWOOD \ ��j STAKE ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF ONE-YEAR FROM SUBSTANTIAL Q / �j��j /��j �j�� j �j �j �i APPROVED �\� � E �� \�\� '"�� \�\� COMPLETION AND ACCEPTANCE BY THE OWNER. _� �j��j ��j�� j��j �j�� EQUAL. / — — \ " " LIMITS OF TREE IRRIGATION SYSTEM X -ROOT BALL HEIGHT \/��"�\/\`""/�\/� �\� " PLANTING PIT " � IRRIGATION CONTRACTOR TO INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE "�/��-- ---' - Y = ROOT BALL WIDTH / 'ARBOR TIE" FOR AFFECTED TURF AND BED AREAS. Y GUYING Ir Ir I ® I ® MATERIAL. I ®® I 1 / -TRUNK TREE WITH STAKES OMULTI 3 SCALE: 3/4" = V-0" PLAN VIEW B B A A 1 2 3 4 5 6 wireless This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. ck Fisher White otIndependence Mall East ■ Philadelphia, Pa 19106 WFW�'s2-'1-'5,s'642,o7oh0200 -■ Nvww.wfweng.com Project No. 120155 mom HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 v a cv �0 W a a _ LL O c� = W x O W� W W = UJ� 3: I Z °� on 000 Z " a UJ Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID A B C 0 ISSUE FOR CONSTRUCTION 1 - 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION NA 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA PROJECT NO: 29220 p ADSCA o ��•• • BUC •• 9� �/ �••; m w. :c) cc • ~ �j'•. 2570 •• C9 P ,q jF O F •��'� CAD DWG FILE: L201-LD-28912_Buffer. DESIGNED BY: SMR DRAWN BY: SMR CHECKED BY: JDB COPYRIGHT: 111L. 111E By ATONOFADSEAED'DOCUMENT HOUTPROPER NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ,SANOFFENSE UNDER TIRE 22. TEXAS ADMINISTRATIVE CODE, CHAPTER NDSCAPE ARCHITECTS. THE RECORD COPY OF THIS DRAIINO HBC_ER, RICHARDSONLTEXAS OCEIB' ES, INC., TBPE FIRM # F-312 SHEET TITLE LANDSCAPE DETAILS SHEET NUMBER L2. 01 V..-- �. 1 2 3 4 5 6 ick Fisher White 111 South Independence Mall East Suite 400 ■ PhIladelphia, Pa 19106 215-627-0200 ■ www.wfweng.com Project No. 120155 ■ ■ ■ HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 >E va � N �0) W Q a PROJECT LOCATION a W xs' O O LLI U).J W z LLI 0 000 � O ,Z— / Q REV E / NOTE: \ _ / CONTRACTOR TO EVALUATE EXISTING \ \ \ / CONTROLLER AND WEATHER SENSOR}1 / AND DETERMINE IF NEW ZONES CAN BE 2 1"', IRRIGATION LEGEND I ,__J ADDED. CONTRACTOR SHALL PROVIDE \ NEW CONTROLLER AND WEATHER \ NEW DESCRIPTION SPECIFICATIONS / EQUIPMENT PRE -PURCHASE / SENSOR IF NEEDED INCLUDING THE \ „ \ �; BLR-6.0 ISSUED FOR PERMIT REVIEW / ROUTING OF POWER FOR CONTROLLER • ISSUE FOR BID j_- OPERATION. \ ss I _ BLR POP-UP WITH MANUFACTURER: HUNTER A - �- BUBBLER NOZZLE HEAD: PROS -06 -CV L111T NOTE: EXISTING IRRIGATION MAINLINE NOTE: Q NOZZLE: PCB, 1.0 GPM, UMBRELLA z B MAY BE DISTURBED DURING EXISTING IRRIGATION ZONES THAT LOCATE EXISTING IRRIGATION CONSTRUCTION OF NEW ADDITION ARE DISTURBED DURING CONSTRUCTION MAINLINE AND CONNECT MIN. OPERATING PRESSURE: 30 PSI VICINITY MAP - N.T.S. C THAT SHALL REQUIRE THE CONTRACTOR SHALL BE RETROFITTED AND RESTORED PROPOSED ZONE. TO RELOCATE MAINLINE TO PROVIDE TO A COMPLETE AND OPERATIONAL ZONE. CONTRACTOR TO VERIFY RTR ROTORS MANUFACTURER: HUNTER A COMPLETE, OPERATIONAL SYSTEM. PRIOR TO CONSTRUCTION, CONTRACTOR EXISTING IRRIGATION SYSTEM SHALL SHALL LOCATE AND MARK EXISTING HEADS, EXISTING MAINLINE / 0 0 0 LOCATION. HEAD: PGP ULTRA N 1� REMAN OPERATIONAL AT ALL TIMES VALVES, AND OTHER PERTINENT EQUIPMENT 0 ISSUE FOR CONSTRUCTION AND SHALL NOT BE OFF-LINE FOR MORE TO HAVE A FULL UNDERSTANDING OF THE \ \ BLACK BLUE BLUE NOZZLE: REF. PLAN THAN 24 HOURS. CONTRACTOR SHALL EXISTING SYSTEM AND THE EFFECTS LOCATE EXISTING IRRIGATION o - o \ \ \ \ \ .75SR = Q 1.5 = Q 2.0 = Q OPERATING PRESSURE: 30 PSI COORDINATE EFFORTS WITH OTHER CAUSED BY CONSTRUCTION. WHEN WORK 1 - = o / 1.5SR = H 3.0 = H 4.0 = H PROFESSION TO PREVENT DISRUPTION IS COMPLETED CONTRACTOR SHALL PROVIDE MAINLINE AND CONNECT A:::: m \ OF EXISTING SYSTEM. A COMPLETE, IN PLACE, OPERATIONAL SYSTEM. PROPOSED ZONE. ,� EM \ \ CONTRACTOR TO VERIFY `�� 0 3.OSR = F 6.0 = F 8.0 = F 2 EXISTING MAINLINE - LOCATION. / + / \ \ �' \ R= 19778000' \ \ �, SPR SPRAYS MANUFACTURER: HUNTER 3 NETWORK COMPLIANCE SUBMITTALS DATE Bo \ \ T— 5 4 3° 4 9/ ♦ HEAD: PROS-06-PRS30-CV B B � � NOZZLE: REF PLAN NA 30% SUBMISSION / \ B B g B g g g � \ \ \ NOZZLE #Q =QUARTER PATTERN 60% SUBMISSION NA B B oma• • g g / NOZZLE #H = HALF PATTERN OPERATING PRESSURE: 30 PSI B °e°8 B B B B \\ \ L— 19054.91 NOZZLE #TQ= THREE-QUARTER PATTERN % LocATE EXISTING IRRIGATION -' "�� B \ \ \ \ \ \ NOZZLE #F = FULL PATTERN II °- NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION 24 g B B MA INLINE AND CONNECT oe 2 \ ` \ \ \ C B = S 16'34/0 8 E — — — — 23 1" PROPOSED ZONE. CONTRACTOR TO VERIFY — \ DRP RECORD SET (AS-BUILTS) NA \ B I B _ / SURFACE DRIP MANUFACTURER: NETAFIM ILP j � EXISTING MAINLINE I BLR 10. \ \ \ \ \ C L = 1 0 3 9 5 1 CC((�Q�➢// IN LANDSCAPE BEDS TECHLINE: TLDL9 12 L 0 I p g R 16.0 LOCATION. LOCATE EXISTING IRRIGAT N \ o � 1 g MAINLINE AND CONNECl� \ \ \ I — — — I INLET PRESSURE: 30 PSI 0 20 40 60 80 ZONE. PROPOSED ZONE. PROPOSED\\ INSTALL PRESSURE REGULATOR ` 11 \ I \ ICV 5 CONTRACTOR FY \ \ \ \ /L� I CVEXISTING MAINLINE KIT LVCZ10075-HF STAMP �� 0 F • %F • •• •'9� CAD DWG FILE: IR101-IRP-STAGING-2 — ® LOCATION. \ \ \ \ SCALE: 1"=40' DESIGNED BY: KMW �P' KI • • M • WILSON °O S` a \ \ \ \ REMOTE CONTROL MANUFACTURER: B B MODEL: CV HNTER CHECKED BY: KMW V, -- H �p ° \ \ \ J \ SIZE: PER PLAN COPYRIGHT: B g >- o ° B \ \ \ \ \ OL LINE FLUSH VALVE MANUFACTURER: NETAFIM CO CTOR TO EVALUATE EXISTING �Lh CON OLLER AND WEATHE - ° \ NOTE: INSTALL ONE 1 AT LOWEST \\ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KIRK. M. WILSON, L.I. #18801 ON 05-2]-2015. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE LICENSED IRRIGATOR IS AN OFFENSE UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC,, 1201 NORTH BOWSER. RICHARDSON. TEXAS ]5081. 8 W \ e1 • N ETERMINE IF NE S BE 8„W 8"�1 8„W \\ g SHEET TITLE IRRIGATION PLAN O E — — —_ j b ° EW CONTROLLER WEATHER — — —\ v POINT IN EACH DRIP(BED SOR THE - EDEOW DI DRIP OPERATION \ RO41— TING OF OR CO TROL MANUFACTURER: RAINBIRD PO FOR coNTROLLE B ° \ OPERATION. \ INDICATOR MODEL: XERI-POP OPERATION • • j <°8 \ \ \ \ \ \ INDICATOR, XP-120OX a •_� \ \ \ ° ° EXOISTID G IRRIGA I�E�1�rI MAINLINE -.•mil NOTE: INSTALL ONE (1) IN D e DURING SCREW ALL THE WAY DOWN \ \ \ \ \ \ \ \ EACH DRIP BED. TIGHTEN THROW MAY E DISTURB I40NAL ALL REQ rHE CONTRACT 6�.si,.�. C STRUCTION E TO P TION B WM 636.> • ° B \ \ \ \ \ O REL ATE M E TO PROVIDE °R'A CftD°b' D A COMPL TE, OP SYSTEM. cno \ FOR ZERO FLOW. EXISTING RIGA B s*u�r \ \ REMAIN O ERATI i \ AND SHAL NOT OFF-LINE FO E` 6"9- ° D \ \ \ MANUFACTURER: HUNTER ,, THAN 24 H URS. ALL ° B \ \ \ \ O COORDIN E EF R S WITH OT ER OUOTDOOR STEEL CABINET LP PROF _SSI N TO EPf4 (MSR TION -- ' I - \ \\ / OF EXISTI G SYS B \ \ \ WEATHER MANUFACTURER:HUNTER °❑ �° B \ \ \ \ O / ', NOTE: 0 \ \ \ \ SENSOR MODEL: SOLAR SYNC -SEN ° EXISTING I RIGAT �.` - \ \ ARE DISTU BED D ONS .ION B / SHALL BE ETRO ° • ° ° ° ° ° l 1 \ \ \ \ \\ \\ \ \ LATERAL PIPING TYPE:ISDRIZESS NOTED OTHERWISE TO A COM ETE A ERATIONAL ZONE. PRIOR TO( ONSTF N, CONTRACTOR - SHALL LOC TE AN A K EXISTING HEADS, _ I \ \ \ PVC CLASS 200 PIPE VALVES, A D OTH g \ \ \ ARHAVE FULL TA THE (STINGS STEM THE aiiwq 1111 20 1 1/2' \ \ \ \ \ MAIN LINE PIPING CAUSED B CONS C ION. WHEN WORK B TYPE SDR 21 IS COMPLE ED CO CTOR SHALL PROVIDE \ \ \ \ \ \ \ PVC CLASS 200 PIPE BLR 18.0 B \ 11 V Cc 1 OMPLE E, INPJE OPERATIONAL SYSTEM. + LOCATE EXISTINGIIRRIGATION \ — — — — H uurj MAINLINE AND IRR( ECT \ \ \ _ _ _ _ PIPE SLEEVE SIZE: DUAL 4" SLEEVE PRO OSED \ \ TYPE: PVC SCHEDULE 40 IC Co TO`VNE ERIFY B EXISTING MAINLINE \ \ N PLASTIC PIPE LOCATION. \ Q \\ VALVE INDICATOR 43 E� STATION NO.25 1 1/2” VALVE SIZE QUESTIONS CONCERNING F \ \ HUNTER EQUIPMENT PLEASE CONTACT: tiF \ + I �E°°°°°° B \ \\ \ \ \ IRRIGATION DRP 49.8 GALLONS PER CHARLEY HUSTON \ I \ \ \ \ \ MINUTE TYPE 1 214-516-6538 Direct \ GPF t \ \ \ \ \\ \ 1 214-577-4168 Mobile �o ® LLL�� o g BLR =BUBBLER, SPR =SPRAY, RTR =ROTOR \ u II \ ` \ \ \ \ \ DRP = DRIP, SUB DRP = SUBSURFACE DRIP 0 FOVwuc .aE.J-1 �A \ \ \ \ \ B \ \ \ \ \ \ o NOTES: B 1) IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. PIPE, VALVE AND IRRIGATION SYSTEM COMPONENT LOCATIONS MAY BE SHOWN IN PAVED AREAS FOR DESIGN CLARIFICATION. ALL SYSTEM COMPONENTS WILL \ a \ \ \ BE IN TURF OR LANDSCAPED AREAS WHERE POSSIBLE. ADJUST LOCATION �K° B OF ALL COMPONENTS TO COMPENSATE FOR FINAL SITE CONDITIONS AND O `` o • \ ` ` \ \ 1 C C HIM.6 R,u636.2 ° \ PROVIDE OPTIMAL WATER COVERAGE. AVOID DAMAGE TO EXISTING OR \ Sr00• 6 B PROPOSED IMPROVEMENTS ON PROJECT SITE. CONTRACTOR IS S FF I ` ` 1 RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSTALLING A COMPLETE ' \ 1 IRRIGATION SYSTEM. / GL•I ` 1 2) IRRIGATION CONTRACTOR TO COORDINATE PLACEMENT OF ALL 1 REQUIRED SLEEVES UNDER PAVING. ° \ \ N Ln O I 1 3) ALL CONTROL WIRING TO BE BURIED UNDER OR ALONG SIDE OF MAIN LINE L IN TRENCHES. TRENCHES FOR MAIN LINE TO BE A MINIMUM DEPTH OF 18" \ \ \ \ \ I it I 11 BELOW FI GR DE. TRENCHES FOR LATERAL LINES TO BE A MINIMUM + DEPTH 12HED ` \ \ ° F_ e- — — — — — — — — — — 4) SYSTEM PRESSURE IS BASED ON A STATIC PRESSURE OF 65.00 PSI WITH • _ — — _ _ W+ — _ _ 8"W — — — _ I A DESIGN PRESSURE OF 58.50 AT THE POINT OF CONNECTION TO THE WATER .. ° I \ LINE. CONTRACTOR SHALL TEST AVAILABLE PRESSURE AND SUBMIT RESULTS \ ' \ TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO o \ ` COMMENCING WORK. IN NO CASE SHALL CONTRACTOR COMMENCE p ° I WITH CONSTRUCTION IF MEASURED PRESSURE AT POINT OF CONNECTION IS •Toi) \ \ LESS THAN REQUIRED SYSTEM PRESSURE. FAILURE TO CONTACT THE OWNER'S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR, WILL RESULT IN I THE CONTRACTOR MAKING NECESSARY CHANGES TO THE IRRIGATION – SYSTEM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT WITHOUT / oTE: ° 3 Cl P \ I \ I', ADDITIONAL COST TO THE OWNER. ONTRACTOR O EVALUAT EXISTING CONTROLLER ND WEATH SENSOR ANDDETERMME EscANBE I \ I 5) ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE LOCAL ADDED. COiWWWyUUU1fffRACTORSH LPROVIDE I I I CODES AND REQUIREMENTS. 666 NEW CONT OLLER AND WE THEIR I SENSOR IF EE NG THE ° I I ROUTING F POWER FOR C NTROLLER 19 1" Qr .,:;.• OPERA ON. 6) CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING ° g I I \ BLR 11.0 UNDERGROUND UTILITIES OR OBSTACLES. CONTRACTOR SHALL REPAIR ALL gTE: O �� EXISTING IRRIGATION MAIN INE I I II DAMAGE RESULTING FROM HIS OPERATIONS, AT NO COST TO THE OWNER. MAY BE DISTURBED DURIN B \ I CONSTRUCTION ITION LOCATE EXISTING IRRIGATIO THAT SHALL REQUIRE THE ONTRACTOR MAINLINE AND CONNECT TO RELOCATE MAINLINE TO ROVIDE I 7) CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL ACSTINGI 'IGA SYSTEM. ° CONTRACTOR TO VERIFY I DUE TO SYSTEM FAILURE OR INFERIOR WORKMANSHIP DURING THE XISTING IRRIGATION SYST 1. SHALL EXISTING MAINLINE GL Q ° ° GL° g LOCATION. I \ I INSTALLATION OF PLANTS AND MAINTENANCE PERIOD. SS O A DSIHALLLNOATIONALATA FOR MORE O 4 -(CV's GL GL o TMH T N 24 HOURS. CONTRAC R SHALL C ORDINATE EFFORTS WIT OTHER FESSIONTOPREVENT ISRUPTION B 8) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL OF EXISTING SYSTEM. g I ELECTRICAL CONNECTION FOR CONTROLLERS. THIS SHALL INCLUDE ALL L o I I NECESSARY FUSE BOXES OR OTHER ELECTRICAL REQUIREMENTS. B B EXITE: I I STING IRRIGATION ZONE THAT I I ` - ARE DISTURBED DURING STRUCTION ” COIONAL B B I \ 9) THE IRRIGATION CONTRACTOR SHALL COORDINATE OPERATIONAL SHALL BERETROFETE RESTORED B I I REQUIREMENTS OF THE IRRIGATION SYSTEM WITH THE OWNER. TO A COMPLD OPERATZONE. \ (_ PRIOR TO CONST UCTION, CONTRACTOR B C� I + + LL LOCATE AN MARK EXISTING HEADS, VALVES, AND OTH PERTINENT EQUIPMENT f: I sQ TO HAVE A FULL U ERSTANDING OF THE -, = I TING SYSTEMA THE EFFECTS ° CA SED BY CONSTRU ION. WHEN WORK I v Is OMPLETED CONTRA OR SHALL PROVIDE A C MPLETE, IN PLACE, O IONAL SYSTEM. I - �Clhflllllllllll� Iuilmimrrmm I A A PROJECT NO.: ZAXX—XXX 1 2 3 4 5 6 V..-- �. V�Y�Mllwireless This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. ick Fisher White 111 South Independence Mall East Suite 400 ■ PhIladelphia, Pa 19106 215-627-0200 ■ www.wfweng.com Project No. 120155 ■ ■ ■ HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 >E va � N �0) W Q a _ O � a W xs' O O LLI U).J W z LLI 0 000 � O U)UJ Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID A B C 0 ISSUE FOR CONSTRUCTION 1 - 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION NA 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA PROJECT NO: 29220 STAMP �� 0 F • %F • •• •'9� CAD DWG FILE: IR101-IRP-STAGING-2 DESIGNED BY: KMW �P' KI • • M • WILSON DRAWN BY: KMW CHECKED BY: KMW •. COPYRIGHT: ' • C' • I • `� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KIRK. M. WILSON, L.I. #18801 ON 05-2]-2015. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE LICENSED IRRIGATOR IS AN OFFENSE UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC,, 1201 NORTH BOWSER. RICHARDSON. TEXAS ]5081. /1• •�^ _I TBPE FIRM #F-•.312 SHEET TITLE IRRIGATION PLAN SHEET NUMBER IR 1. 0 1 1 2 3 4 5 6 ick Fisher White 111 South Independence Mall East Suite 400 ■ PhIladelphia, Pa 19106 215-627-0200 ■ www.wfweng.com Project No. 120155 SECTION VIEW 1201 NORTH BOWSER ROAD MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN TEL (214) 346-6200 FAX (214) 739-0095 AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH Q a III III=III-II III=III-I =III=III=1 =III= I1=1 1 -III -III- II -III -III - z III=111=III z_ III-' '-III III -III -II I - z I I I-II I -I I N- I -III -III -I I I -I I - =III=III � � III1 111 111 111 '�II=1 III III 0011 LL, x III III -III -III � III11III-II 1 III=IIIbo -� 1=1 O II=111=1I1=1 111=1111=111 1111-111=111 III. 111 111 -111 -III -11-1�=11 11=1�=11�=11 11=y O LU O a � f=11 � I_I=111=111-I 111=111-111= 111-111-111- I I V U) W .J W E ill -III-III-III-IT-III=IT=III=III=III=III=III=III I- �JII---IIIIIIIIIIIIIIIIIIIII---IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII---�I,b `� �� O � O Z U) 1=I_IJ=I LI=111=TJ=LI_I=1 I LJ J 1-=1_IJ�I11=11 LTJ=LI 1=1 l 1=1 J L=1_IJ-I LI_ _ J 1 l=1TJ-lI I_=1 l L= J J 1=1_IJ-I UJ PLAN VIEW DESCRIPTION DATE WIRE W/O CONDUIT EQUIPMENT PRE -PURCHASE CONTROL VALVE ISSUED FOR PERMIT REVIEW 7x PVC LINE 12" X 18" VALVE BOX ISSUE FOR BID LANDSCAPE BED PVC BALL FILTER FINISHED GRADE VALVE 3 /4" PRV 45 PSI LF 1=III=III=III=III=1 _ J = = POLYETHYLENE TUBING 77 _ PVC LATERAL LINE III=III=III=III=III CURB OR WALK III=III=III=III-II=W- I _� I-IIL-III-IIL=1( - WHERE APPLICABLE 11=III-III-III=III I IIC-II�IIC-II�III 1/4" RAINBIRD BARB ISSUE FOR CONSTRUCTION III-III=III=III-II 1=III=III=III=11 TRANSFER CONNECTOR - _ I I-1 I I-1 I I-1 I XBF1 CONN Illi '. II . D IIII-11 III=1111 1/4" DISTRIBUTION TUBING II-III =1 RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24 -INCH LOOP IN i_ -I �I RAINBIRD XQ TUBING I— I I— I I -I 1= I LOW FLOW DATE PRELIMINARY SUBMISSION AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES PVC TEE OR ELL II 1-11 RAINBIRD 12" MICRO -SPRAY -11 30% SUBMISSION NA TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30° POP-UP, XP-120OX SWING JOINTS NA 90% SUBMISSION NA 100% SUBMISSION 10 -FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE CONSTRUCTION DESIGN SUBMISSION NA PVC LATERAL � OcAoOovOOt-Poo oCAovo�oo o�ov AFTER ALL CONNECTIONS O&CP O O O o O C NA 00000000„,,((("�,�(�,-,(� 0 0 NOTES: HAVE BEEN MADE. SECTION C z n 000000001 O� � c n` , P n -(P OOi� O� O O-(0 nil`-' 1PP nWO � _C� - 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHD.40 PVC TWICE THE `V 1” X 3 /4" SCH 40 PROJECT NO: 29220 DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. PVC SWING ELL RED BUSHING TxT CAD DWG FILE: IR201-IRD-STAGING-2 KMW 2. ALL PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" COVER. PVC SWING ELL BRICK SUPPORT. 1 CU. FT. PEA GRAVEL K• • IM WILSON DRAWN BY: KMW PLAN 1 CORNER EACH SUMP CHECKED BY: KMW ' 01 TRENCHING DETAIL04 IRRIGATION FIXTURE - ROTOR HEAD 07 DRIP OPERATION INDICATOR 10 VOLUMN CONTROL VALVE COPYRIGHT: V • I • v SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC .. 1201 NORTH BOW SER, RICHARDSON, TEXAS 75081. 11• TBPE FIRM #F-'.312 EDGE OF TREE LINE FLUSHING VALVE IRRIGATION DETAILS SHEET NUMBER IR2. 01 PLANTING PIT COMPRESION RING D TREE BLANK TECHLINE D RIN MULCH TREE G INSERT COUPLING DRIPLINE FINISH GRADE BLANK TECHLINE NOTE: TROWEL SCORE CONCRETE INSERT TEE _ EDGES TO PERMANENTLY MARK - DRIPLINE LOCATION OF SLEEVE. -III=ME' III-III-III-III-III-III— V-0" MIN PAVING SURFACE V-0" MIN -III-III-III-III-III-111=111=111=III \ -IIL-III-IIL-III-III-III-III-III-I -III -III -III -III -III -III -III -III GLUED CAP POP-UP SPRAY HEAD - 1-III-III=III=III-III-III-I POLY RISER IIL=I I L=I I L- I I I=I I I=111111=1 LM =1 _ I L=111=111=1 1= I I III=1 1=1 1=1 I- =• - -• - -• - =� -I 1=1 1=1 1=1 I PVC ELL III=1 I - =1 L=1 I I A 11=1 I 1=1 111=I I I=III-IIII-111=I I I=III=III=III=III=III=III=I I I -I I I=I I I-- __ PVC LATERAL I=1I1=1I -= I1=111=1I 1111 �� O -ITI�I I1=IIII-111=111=111=J11-111=111=111-11J-L�-I_J11=111=111=III =1I I -III -I I - I -I I 111111 I�j�/)j>� 00� N --I�-1 lI-I I_I=1 l l = i-- " "' ''-Ill_ =11 l: ` PIPE -III-I IE 1=1 1-_ 11=III-III-III-I I �� -I 1=1 I I-IIII=III )o O -IIII III -III �Y��Y��Y O o O 0 1 CU FT, 3 /4" GRAVEL III=11 O p SUMP I=1 I E: PVC SLEEVE O III -III-- -III �o OOo Oo 0 3 BRICKS EQUALLY CAP IF NO PIPES ARE PRESENT -= 11=111=111=1 -_ = I -III SPACED FOR SUPPORT -- I L -II L=1 11=1 11=1 11=1 1( - (SEE IRRIGATION PLAN) - _ _ _ -1 VALVE BOX GATION FIXTURE - TREE BUBBLER 08 LINE FLUSHING VALVE 02IRRSCALE:NGATION SLEEVE DETAIL 05 IRR.T.S SCALE:IGATION SCALE: HUNTER, I -CORE CONTROLLER REMOTE CONTROL VALVE WITH METAL PEDESTAL WITH DISC FILTER AND PRV ®®ao� 3/4" POWER CONDUIT. BV BV PLASTIC VALVE BOX SIZE, TYPE, AND DEPTH PER DIWITH PLASTIC COVER LOCAL CODE OR TEXAS LICENSED ELECTRIC OPERATED ELECTRICAL ENGINEER DRIPLINE (TYP.) CONTROL VALVE GROUND WIRE CONDUIT, START CONNECTION MALE FINISHED GRADE MIN 1 1 /2". GROUND PER ADAPTER (TYP.) 3M DBY POWER ASIC GUIDELINES W) l •l •l _� CONNECTORS C _ _ I-III=111 PVC BALL VALVE. SIZE PEDESTAL BASE. CONCRETE �L�F III -III -III- OR PREFABRICATED C �-III-III-III I=11_1=11-- TO MATCH ZONE VALVE III -III -III- I -III -I 113 SUPPLY HEADER (TYP.) ;III -III -III -II CONDUIT FOR CONTROL By r =III-IIL=III-'� TECHLINE TEE (TYP.) COMMON WIRES WIRES FLOW III-� DI BALL VALVE (TYP.) _ - _ o II -_J BRICK =1 11=1 I I -I — ` �� FINISHED GRADE 'ilI1III I $ 6 WASHED GRAVEL '•I I-IIL=I J�J-1 I la11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I III -I I, PVC SCHEDULE 80 NIPPLE L-IIL-IIL-III=III=_ III (LENGTH AS REQUIRED) 11=-, IL -I I L -I 11=1 I I: ;I 'I 111=111 I'1=11Ij MAIN SUPPLY LINE FINISH GRADE 6" CURB OR WALK �_ _ _ IIIIIIIIIIIII III -IIF' WHERE APPLICABLE — — — `�7911-III III=111 III -11, J 1=1 11-111-11 D_ � I 1=1 I I -III -III I -III -III -III __ _ �I I_I=111=111=111 I I I=111=111=111 ° � > ° � ev NOTES III -III -III 1=1 I E9 11=1 I I J I EJ I -I I I 111 -111 -III -111 III -III 1-III=III=111 1. ALL WIRE TO BE INSTALLED PER LOCAL CODE. I I -III -III III-111T1TL='' DI 2. TAPE AND BUNDLE WIRE EVERY TEN FEET. �•� - ' III -III POP-UP SPRAY HEAD TECHLINE ELL (TYP.) 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE I 1-1 I 1 -III =1; -III-III 1=III DRIP INDICATOR (TYP.) ( PVC ;11=1_11=1I - -III-I', BOX. WRAP AROUND 1/ 2 PIPE 15 TIMES. ,• .: ......,. • ...:, :•." w I =III- I 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED LATERAL II-III=III=1 POLY RISER =111=III=III - I LANDSCAPE PERIMETER ADJ. SOIL. PIPE tI11=III=III=1 III=III; (TYP.) 5. INSTALL VALVES IN CLOSE PROXIMITY TO ADJACENT WALKS WHERE -x'12 1 -Ill" -I l ll� l I POSSIBLE. _ _ MANUAL FLUSH VALVE 6. ORIENT RECTANGULAR VALVE BOXES PARALLEL TO ADJACENT WALKS, PLUMBED TO TECHLINE CURBS, ETC. PVC ELL LF (TYP.) 7. INSTALLATION OF BALL VALVES WILL BE SIMILAR TO INSTALLATION FOR CONTROL VALVES. - MULTIPLE BEDS 09 CONTROL VALVE DETAIL 11 IRRIGATION CONTROLLER 03 IRRNGATION FIXTURE - POP UP 06 SCALE:B N.T.S B A A PROJECT NO.: ZAXX-XXX 1 2 3 4 5 6 V�Y�Mllwireless This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. ick Fisher White 111 South Independence Mall East Suite 400 ■ PhIladelphia, Pa 19106 215-627-0200 ■ www.wfweng.com Project No. 120155 mom HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 Q a _ � U6 °� Ow a LL, x � O LU O a � U) W .J W z i WI= I ZCZ O n O � O Z U) UJ Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID A B C 0 ISSUE FOR CONSTRUCTION 1 - 2 3 NETWORK COMPLIANCE SUBMITTALS DATE PRELIMINARY SUBMISSION NA 30% SUBMISSION NA 60% SUBMISSION NA 90% SUBMISSION NA 100% SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION NA RECORD SET (AS-BUILTS) NA PROJECT NO: 29220 STAMP OF '`P' • • • •9 CAD DWG FILE: IR201-IRD-STAGING-2 KMW DESIGNED BY: K• • IM WILSON DRAWN BY: KMW CHECKED BY: KMW ' COPYRIGHT: V • I • v THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY KIRK. M. WILSON, L.I. #18801 ON 05-27-2015. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE LICENSED IRRIGATOR IS AN OFFENSE UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC .. 1201 NORTH BOW SER, RICHARDSON, TEXAS 75081. 11• TBPE FIRM #F-'.312 SHEET TITLE IRRIGATION DETAILS SHEET NUMBER IR2. 01