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Item 6C Plans 12-5-17 CCSHEET INDEX ENGINEER: VICINITY MAP - N.T.S. PROJECT LOCATION DOVE MOCKINGBIRD SL E EPY HOL LOW C E D A R O AK FOREST LA KEVIEW T W I N C R E E K POST OA K CREEK CYPRESS H O L L A N D H I L L C ROSSTIMBER GLENHIDDEN C R E E K S H A D O W Higgins B r a n c h HAR BOR HA VEN HARBOR C A R R O L L V I C T O R I A TAYLOR EMERALDDOVE BRIAR H I L L T O P C R E S C E N T W O O D L A N D R I D G E C R E S T PRIMROSE Dove Creek B L Y T H E A S H M O R E WILDWOOD S U M M E R P L A C E DOVE C R R E K HIG HLAND S H A D Y O A K S S O U T H L A K E S A M S C H O O L WHISPERING LN L A K E 3. 3 N O R T H W E S T P K W Y BURNEY BLUE T EAL WHITE WING P E N I N S U L A Kirkwood Branch WOODB ROOK W H ISP E R IN G DELL L O N E S O M E W EST KIRKWOOD BLVD M A R A N T H A M I L L RA ND OL KINGSWOOD M O R G A N WO O D B R O O K P E Y T O N V I L L E A V E N O R T H PLANTATION PHEASA NT F R E N C H K ING T W H A R B O R R E F U G E D E A N HARTY F O X H O L L O W ASCOTT BELMONT CHURCH M I D W A Y S U N S H I N E H E A T H E R 114 LIMIT LIMIT CIT Y LI MIT WESTL A K E N O R T H INVERNESS FRESH MEADOWTR O O N F O R E S T H I L L G R E E N B R I A R H I L L H I L L C R E S T C YP RES S INVERNESS M UI R FI E L D C I T Y L IM I T W H I T E S BLUEBIRD BASS C A R M E L CI T Y S O U T H L A K E LI MI T AREA RECREATIONAL GRAPEVINE W H I T E C H A P P E L KI R K W O O D B L V D AVO 29252 Wick Fisher WhiteWFW111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.150031.000 MAY, 2015 FAX (214) 739-0095 TEL (972) 761-1636 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD J. HUNTER STARKEY, P.E. NORTH CONSTRUCTION TRAILER STAGING AREA TEXAS NETWORK FACILITY FOR LANDSCAPE ARCHITECTURE 100% DESIGN PLANS TARRANT COUNTY, TEXAS CITY OF SOUTHLAKE 500 WEST DOVE ROAD BEDMINSTER, NEW JERSEY 07921 180 WASHINGTON VALLEY ROAD VERIZON WIRELESS OWNER:LANDSCAPE ARCHITECT: FAX (214) 739-0095 TEL (214) 346-6268 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD J. DAVID BUCHANAN, R.L.A. IR2.01 IR1.01 L2.01 L1.02 C1.01 IRRIGATION DETAILS IRRIGATION PLAN LANDSCAPE DETAILS LANDSCAPE PLAN TRAILER LOCATIONS PLANS 1 PLANS 12-5-17 CC ELEC ICV CO CO SS B STM CO LS LS ELEC 3-ICV ICV ICV CO CO FH SS EM E WV WV 3-ICV DOCK LOADING RIM=622.60 STAIRS RIM=636.2 STUD=633.7 RIM=635.2 STUD=625.2 RIM=626.7 STUD=623.4 RIM=624.9 HANDRAIL B STM 4' CONC. RAMP GRD GRD GRD FH WV WV LS ELEC ICV E 8"SS 6 "P V C ELEC ICV CO CO SS ELEC ICV HANDRAIL E 8"SS 6 "P V C ELEC ICV ELEC ICV CO CO SS B STM CO LS LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO SS B STM CO LS ELEC ICV CO CO SS B STM 6 1 5 6 1 5 6 1 5 6 2 0 6 2 0 6 2 0 1 50' X 24' FIRELANE EB LP LP SSCO ICV SSMH ICV's ICV's WV ICV WMH EB EB EB EB EB EB SDMH EBEBEB GI FENCE BOLL BOLLBOLL AC UNIT BUILDING INLET GRATE SSCO FF FGPFGP EMH FGP FGP ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO 3-ICV 5 ' C O N C R E T E S I D E W A L K B E D F L O W E R PICNIC AREA GRD FLOWER BED FLOWER BED FLOWER BED F L O W E R B E D FH WV WV ELEC ICV ELEC ICV CO CO ELEC ICV HANDRAIL ELEC ICV ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO ELEC ICV CO CO U P U P U P U P U P UP UP UP U P UP U P FSC's EB's 311 1 B C 2 3 D E 1 2 3 4 5 6 A B C 4 5 6 D PROJECT NO: STAMP COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER NETWORK COMPLIANCE SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of F I L E L O C A T I O N : E D I T E D B Y : L A S T M O D I F I E D : 29252 A - - - - - A B 1 2 0 C 3 - DATE PRELIMINARY SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE Wick Fisher White WFW 111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.120155 NA NA NA C101-Trailer Plan-29252.dgn FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD - - - - - T E X A S N E T W O R K F A C I L I T Y 5 0 0 W E S T D O V E R O A D S O U T H L A K E , T X 7 6 0 9 2 EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID ISSUE FOR CONSTRUCTION NA NA NA 6 / 1 0 / 2 0 1 5 a h 2 2 0 5 I : \ 2 9 0 0 0 s \ 2 9 2 5 2 \ C A D D \ S h e e t s \ C 1 0 1 - T r a il e r P l a n - 2 9 2 5 2 . d g n N O R T H S T A G I N G A R E A N C O N C R E T E P A V E M E N T P . R . T . C . T . ( C A B I N E T A , S L I D E 4 5 3 7 ) ( V A R I A B L E W I D T H R . O . W . ) K I R K W O O D B O U L E V A R D EXPANSION BUILDING JHS SECTION/ELEVATION REF. NORTH PARKING AREA C1.01 5 ' M I N . 5' MIN. 5 ' M I N . 2 4 ' 56' 2 4 ' 56' L A N E E X I S T I N G F I R E TO REMAIN EXISTING TREE COORDINATION FROM THE HOMEOWNERS ASSOCIATION. TRAILER EXTERIORS. WRAPPING WILL BE REVIEWED WITH 4. CAMOUFLAGE WRAPPING TO BE INSTALLED ALONG CONSTRUCTION 3. NO PART OF TRAILERS SHALL ENCROACH INTO THE FIRE LANE. IF NECESSARY. ADJUSTED TO AVOID EXISTING TREES OR PERMANENT STRUCTURES 2. TRAILER LOCATIONS ARE SCHEMATIC IN NATURE AND CAN BE IN THE DETENTION POND EMBANKMENT. IN ORDER TO STABALIZE AND LEVEL. NO FILL SHALL BE PLACED GRADING TO BE PERFORMED AROUND TRAILERS AS NECESSARY 1. TRAILER INSTALLATION TO BE PERFORMED BY OTHERS. NOTES: SEE NOTE #4. MINIMUM OF 5' FROM THE FIRE LANE. OF 5' FROM THE CURB INLET AND A TRAILER SHALL BE PLACED A MINIMUM NO TRAILER ENCROACHMENT NO TRAILER ENCROACHMENT 403020100 SCALE: 1"=20' S TATE OF T E XAS J. HUNTER STARKEY 116066 R EENIGNE LANOI S S E FOR P DESNEC I L TBPE FIRM #F-312 1201 NORTH BOWSER ROAD, RICHARDSON, TEXAS 75081 AT THE OFFICES OF HALFF ASSOCIATES, INC. THE RECORD COPY OF THIS DRAWING IS ON FILE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALED DOCUMENT WITHOUT BY J. HUNTER STARKEY, P.E. #116066 ON 05-27-15. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED TRAILER LOCATION 37' 4 5' E A S E M E N T U TI LI T Y E X I S TI N G 2 0' EASEMENT UTILITY EXISTING PARKING LOT DRAINAGE TO STORM INLET. CONCRETE INLET. TRAILER SHALL NOT HINDER BLOCKS, ETC. TO BE PLACE ON TOP OF NO TRAILER LEGS, TIRES, STABALIZATION 1 ADDENDUM #1 - WEST TRAILER RELOCATION 06/09/2015 PLANS 2 W W 3 6 " R C P 18" RCP 21" RCP 30" RCP 4 2 " R C P 3 0 " R C P 2 4 " R C P 1 5 " S C H 4 0 P V C ELEC ICV CO CO SS WV TEL B B STM CO LS LS ELEC 3-ICV ICV ICV CO CO FH SS EM E WV WV 3-ICV LS FH WV TEL DOCK LOADING RIM=622.60 STAIRS RIM=636.2 STUD=633.7 RIM=635.2 STUD=625.2 RIM=626.7 STUD=623.4 RIM=624.9 HANDRAIL B B B B B STM 4' CONC. RAMP GRD GRD GRD LIFT ELEC D O C K L OA D I N G FH WV WV LS ELEC ICV E 8"SS 6 "P V C ELEC ICV CO CO SS WV ELEC ICV HANDRAIL E 8"SS 6 "P V C ELEC ICV ELEC ICV CO CO SS WV TEL B B STM CO LS LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO SS WV TEL B B STM CO LS ELEC ICV CO CO SS WV TEL B B STM VERIFY TO CONTRACTOR TEL CH-14 CH-13 CH-12 CH-11 8 " P V C 1 8 " P V C 21" R CP10" PVC6" PVC6" PVC6" PVC6" PVC 1 B C 2 3 D E 1 2 3 4 5 6 A B C 4 5 6 D PROJECT NO: STAMP COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER NETWORK COMPLIANCE SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of F I L E L O C A T I O N : E D I T E D B Y : L A S T M O D I F I E D : 29252 A - - - - - A B 1 2 0 C 3 - DATE PRELIMINARY SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE Wick Fisher White WFW 111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.120155 NA NA NA L101-LSP-28912_Buffer.dgn FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD - - - - - T E X A S N E T W O R K F A C I L I T Y 5 0 0 W E S T D O V E R O A D S O U T H L A K E , T X 7 6 0 9 2 EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID ISSUE FOR CONSTRUCTION NA NA NA 6 / 1 0 / 2 0 1 5 a h 2 6 6 6 I : \ 2 9 0 0 0 s \ 2 9 2 5 2 \ C A D D \ S h e e t s \ L 1 0 1 - L S P - 2 8 9 1 2 _ B u f f e r . d g n N O R T H S T A G I N G A R E A 1 50' X 24' FIRELANE GLGL4-ICV's TMH GL SSCO LPEMH EB LP LP SSCO ICV SSMH ICV's ICV's WV ICV WMH EB EB EB EB EB EB SDMH EBEBEB GI FENCE BOLL BOLLBOLL AC UNIT BUILDING INLET GRATE WV WV WV FHWV WV SSCO ICV SSCO ICV SSCO SSCO GL GL GL SSCO FF FGPFGP EMH FGP FGP FF=643.82 ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO 3-ICV LS 5 ' C O N C R E T E S I D E W A L K B E D F L O W E R PICNIC AREA GRD FLOWER BED FLOWER BED FLOWER BED F L O W E R B E D FH WV WV ELEC ICV ELEC ICV CO CO ELEC ICV HANDRAIL ELEC ICV ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO ELEC ICV CO CO VERIFY TO CONTRACTOR TEL U P U P U P U P U P UP UP UP U P UP U P ICV's FSC's EB's 311 320 321 301 CH-14 CH-13 CH-12 CH-11 U P U P N DOVE FOREST CREEK CYPRESS CROSSTIMBER Higgins C A R R O L L V I C T O R I A S U M M E R C R R E K HIGHLAND S A M S C H O O L N O R T H W E S T BURNEYKIRKWOOD KINGSWOOD P E Y T O N V I LL E M I D W A Y S U N S H I N E INVERNESS FRESH A H I LL VICINITY MAP - N.T.S. PROJECT LOCATION MOCKINGBIRD SLEEPY HOLLOW C E D A R OA K LA KEVIEW T W I N C R E E K POST OAK H O L L A N D H I LL GLENHIDDEN C R E E K S H A D O W B r a n c h HARBOR HA VEN HARBOR TAYLOR EMERALDDOVE BRIAR H I L L T O P C R E S C E N T W O O DL A N D R I D G E C R E S T PRIMROSE Dove Creek B L Y T H E A S H M O R E WILDWOOD P L A C E DOVE S H A D Y O A K S S O U T H L A K E WHISPERING LN L A K E 3. 3 P K W Y BLUE TEAL WHITE WING P E N I N S U L A Kirkwood Branch WOODB ROOK W H IS P E R IN G DELL L O N E S O M E W EST BLVD M A R A N T H A M I L L RANDOL M O R G A N WO O D BRO O K A V E N O R T H PLANTATION PHEASANT F R E N C H K ING T W H A R B O R R E F U G E D E A N HARTY F O X H O L L O W ASCOTT BELMONT CHURCH H E A T H E R 114 LIMIT LIMIT CIT Y LI MIT WESTL A KE N O R T H ME DOWTR O O N F O R E S T G R E E N BR I A R H I LL H I L L C R E S T C YPRESS INVERNESS M UI R FI E L D C ITY L IM IT W H I T E S BLUEBIRD BASS C A R M E L CI T Y S O U T H L A K E LI MI T AREA RECREATIONAL GRAPEVINE W H I T E C H A P P E L KIR K W O O D B L V D C O N C R E T E P A V E M E N T P . R . T . C . T . ( C A B I N E T A , S L I D E 4 5 3 7 ) ( V A R I A B L E W I D T H R . O . W . ) EXISTING PARKING SITE DATA SUMMARY CHART NUMBER OF PROP. LOTS: GROSS/ NET ACREAGE: LAND USE DESIGNATION: ZONING: 1 1,089,000 S.F. (25 ACRES) MIXED USES WITH "C-3", "O-2", "HC" AND "CS" USES UNIT DEVELOPMENT DISTRICT "NR-P.U.D." NON RESIDENTIAL PLANNED TABULATIONS UNITS SYMBOL DESCRIPTION PLANT LEGEND K I R K W O O D B O U L E V A R D EXPANSION BUILDING 806040200 SCALE: 1"=40' TO REMAIN EXISTING TREES LIMIT OF IMPROVEMENT AREA TO REMAIN EXISTING TREES LIMIT OF IMPROVEMENT AREA LIMIT OF IMPROVEMENT AREA EXISTING LIVE OAK EXISTING RED OAK EXISTING BALD CYPRESS EXISTING MAGNOLIA EXISTING CRAPE MYRTLE EXISTING ELDARICA PINE EXISTING CEDAR ELM EXISTING WAX MYRTLE TO REMAIN EXISTING TREES HALFF ASSOCIATES, INC. ON SEPTEMBER 10, 2012. TREES SHOWN AS EXISTING PROVIDED TO BACKGROUND INFORMATION INCLUDING NOTE: L1.01 SMR SMR JDB (11) 30 GAL. EASTERN RED CEDAR (09) 4" CAL. ELDARICA PINE (14) 30 GAL. EASTERN RED CEDAR (12) 30 GAL. EASTERN RED CEDAR ENHANCED BUFFER LANDSCAPE PLAN 4" CAL. ELDARICA PINE RED CEDAR 30 GAL. EASTERN TO REPLACE REMOVED TREES (01) 4" CAL. CEDAR ELM TRAILER LOCATION PROPOSED TEMPORARY R (03) 4" CAL. ELDARICA PINE TO BE REMOVED EXISTING TREE SECTION/ELEVATION REF. NORTH STAGING AREA 4" CAL. CEDAR ELM TOTAL # OF TREES TREES PROVIDED TOTAL # OF NEW BUFFER TOTAL # OF TREES REPLACED TOTAL # OF TREES REMOVED TOTAL # EXISTING TREES AREA OF OPEN SPACE AREA OF IMPROVEMENT 213 72 1 1 141 158,765 S.F. 198,193 S.F. THE CENTER LINE OF ALL BELOW GROUND UTILITIES. 5. ALL TREES SHALL BE LOCATED NO CLOSER THAN 4' FROM 25' FROM THE CENTER LINE OF ALL OVERHEAD UTILITY LINES. 4. ALL CANOPY TREES SHALL BE LOCATED NO CLOSER THAN OTHERWISE NOTED ON PLANS. RECEIVE BERMUDA GRASS HYDROMULCH UNLESS 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL TO ANY EXISTING UTILITIES. RESPONSIBLE FOR ANY DAMAGE AND SUBSEQUENT REPAIR EXERCISED WHEN EXCAVATING, CONTRACTOR SHALL BE INSTALLATION. *EXTREME CARE AND CAUTIONS SHALL BE GROUND AND UNDERGROUND UTILITIES PRIOR TO LANDSCAPE 2. CONTRACTOR IS REPONSIBLE FOR LOCATING ALL ABOVE TREES AND ALL REMOVED TREES. 1. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING GENERAL NOTES: EXISTING UTILITY EASEMENT (03) 4" CAL. ELDARICA PINE DATED 12-19-2014 FACILITY LOAD BANK DESIGN AS SHOWN ON TEXAS NETWORK PROPOSED ELDERICA PINES CONTRACTOR TO RELOCATE DESIGN DATED 12-19-2014 NETWORK FACILITY LOAD BANK MYRTLE AS SHOWN ON TEXAS PROPOSED LIVE OAK & CRAPE CONTRACTOR TO RELOCATE TO REMAIN EXISTING TREE SCHEDULEPLANT QUANTITY NAMECOMMON NAMESCIENTIFIC SIZE HEIGHT SPREAD SPACING NOTESGENERAL TREES 1 ElmCedar crassifoliaUlmus 4"12'-14'8'-10' SHOWNAS TRUNK STRAIGHT FORMED, WELL HEALTHY, FULL, GROWN,NURSERY 15 PineEldarica eldaricaPinus 4"12'-14'8'-10' SHOWNAS TRUNK STRAIGHT FORMED, WELL HEALTHY, FULL, GROWN,NURSERY 56 Cedar RedEastern virginianaJuniperus Gal.30 6'-8'4'-6' SHOWNAS TRUNK STRAIGHT FORMED, WELL HEALTHY, FULL, GROWN,NURSERY SEED AND GRASSESSOD TBD GrassBermuda dactylonCynodon SOD RED CEDAR (19) 30 GAL. EASTERN TRAILER LOCATION TEMPORARY PROPOSED GrassBermuda dactylonCynodon SEED WITH BERMUDA GRASS TO LIMITS INDICATED DISTURBED AREA (19,455 SF) RE-VEGETATE 19,455 SF TBPE FIRM # F-312 PLANS 3 DETAILS LANDSCAPE L2.01 SMR SMR JDB N O R T H S T A G I N G A R E A TBPE FIRM # F-312 1 B C 2 3 D E 1 2 3 4 5 6 A B C 4 5 6 D PROJECT NO: COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER NETWORK COMPLIANCE SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of F I L E L O C A T I O N : E D I T E D B Y : L A S T M O D I F I E D : 29220 A - - - - - A B 1 2 0 C 3 - DATE PRELIMINARY SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE Wick Fisher White WFW 111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.120155 NA NA NA L201-LD-28912_Buffer.dgn FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD - - - - - T E X A S N E T W O R K F A C I L I T Y 5 0 0 W E S T D O V E R O A D S O U T H L A K E , T X 7 6 0 9 2 EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID ISSUE FOR CONSTRUCTION NA NA NA 6 / 1 0 / 2 0 1 5 a h 2 2 0 5 I : \ 2 9 0 0 0 s \ 2 9 2 5 2 \ C A D D \ S h e e t s \ L 2 0 1 - L D - 2 8 9 1 2 _ B u f f e r . d g n 5270 D LANDRE E G I S T E R SCA P E AR C H I T E C T ST A T E O F TEXA S J O E D. BUC HA N A N TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JOE D. BUCHANAN, R.L.A. #2570 ON 06-10-2015. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED www.planthealthcare.com 1.800.421.9051 as specified by (Plant Health Care, Inc.) of planting and during "establishment" Pro-active Micorrhizal treatment at time NOTE: All tree plantings to recieve a PLANTING SPECIFICATIONS FOR AFFECTED TURF AND BED AREAS. IRRIGATION CONTRACTOR TO INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE IRRIGATION SYSTEM COMPLETION AND ACCEPTANCE BY THE OWNER. ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF ONE-YEAR FROM SUBSTANTIAL WARRANTY TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD FOR A PERIOD OF ONE YEAR AT WHICH TREE SUPPORT ASTM D-5268 AT 824 F. g. HAVE A HIGH CONCENTRATION OF AEROBIC COMPOSTED ORGANIC MATTER AS DETERMINED BY BIOSOLIDS. f. MEET FEDERAL SPECIFICATION UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS FOR CLASS A SUBCHAPTER B, PART 23 AS REQUIRED BY THE TCEQ/TNRCC e. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332, d. ACHIEVES A SOLVITA * COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER c. COMPLETELY COMPOSTED FOR A MINIMUM OF 6-12 MONTHS b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS. a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS. 4. ADDITIONAL REQUIREMENTS: TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL 3. LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF UNIFORM a. SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS, AND MATERIAL HARMFUL TO PLANT GROWTH THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC 2. MANURE: WELL-ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE PERMITTED AS A WOOD DERIVATIVE a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL NOT BE WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIAL. 1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN-TREATED SAWDUST, GROUND BARK, OR WOOD COMPOST CAN HAVE MATERIALS AS FOLLOWS: PLANTINGS. PURELY EXCAVATED SOIL WILL NOT BE PERMITTED. NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M 100 PERCENT PASSING THROUGH 1-INCH SIEVE MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT PH RANGE OF 5.5 TO 8; STABLE, AND WEED-FREE ORGANIC MATTER WELL-COMPOSTED, MANUFACTURED SOIL BLENDS BALANCED COMPOST DESCRIPTION: DISTANCE OF 200 MILES FROM THE PROJECT SITE. SCREENED NATIVE SOIL: WELL ADAPTED NATIVE SOIL FROM SOURCES A MAXIMUM SHARP SAND: SAND EXCAVATED FROM A MINIMUM OF 20 FEET BELOW GROUND LEVEL. SAND AND SOIL MIX DESCRIPTION: 50% BALANCED COMPOST (SEE DESCRIPTION BELOW) 50% SAND AND SOIL MIX (SEE DESCRIPTION BELOW) PLANTING SOIL MIXTURE STRAIGHT TRUNKS. LIMBS. ALL TREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE ALL TREES ARE TO BE PRUNED AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY PRUNING SHALL APPROVE ANY PLANT SUBSTITUTION. ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. LANDSCAPE ARCHITECT LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK", ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLANT LIST AND SHALL BE PLANT MATERIAL STANDARDS OF MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED. AFTER SETTLEMENT AND COMPACTION, ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3" LAYER MULCH A DEPTH OF 6", ADDING PREPARED SOIL MIXTURE AS REQUIRED. 3" OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED AREAS SHALL BE ROTOTILLED TO ALL BED AREAS ARE TO BE LEFT 3" ABOVE FINISHED GRADE OF ADJACENT PAVEMENT TO INCLUDE PLANTING BEDS VERIFIED QUANTITIES PER LANDSCAPE PLAN. NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDSCAPE ARCHITECT TO BE SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED AS A LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND VERIFICATION COMPLETION AND ACCEPTANCE. CONTRACTOR SHALL MAINTAIN ALL WORK FOR A PERIOD OF 30 DAYS AFTER SUBSTANTIAL NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE WEED AND DEBRIS FREE CONDITION AND SHALL ACCOMPLISH WATERING BY HAND AS DEEMED LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS IN A MAINTENANCE CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER COORDINATION VERIFYING THAT WATER DRAINS AWAY FROM BUILDING. DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY Halff Associates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OF ANY HARDSCAPE AMENITY GRADING AND DRAINAGE PRIOR TO PLANTING. MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. PLANT LOCATIONS THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. THE CORRECT LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FOR VERIFYING PREPARATION DRIPLINE TREE PROTECTION FENCE PLAN VIEW SCALE: N.T.S. TREE PROTECTION DETAIL01 FENCE LOCATION DRIPLINE (VARIES) 10'-0" MAX. 6 ' - 0 " (75% OF DRIPLINE AREA) CRITICAL ROOT ZONE (REF. STANDARD PRESERVATION NOTES) STANDARD PRESERVATION NOTES FOR TREE AND NATURAL AREA PROTECTION 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing and other measures as needed which may include retaining walls, pruning of limbs, roots, etc. 2. Protective fences shall be erected according to City Standards for Tree Protection. 3. Protective fences shall be installed prior to the start of any site preparation work (clearing, grubbing or grading), and shall be maintained throughout all phases of the construction project. 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located no closer than the outermost limit of branches (drip line) plus an additional 2'-0" away from the limits of dripline. For natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials; B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching not reviewed and authorized by the City Parks Department; C. Wounds to exposed roots, trunk or limbs by mechanical equipment; D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 6. Exceptions to installing fences at tree drip lines may be permitted in the following cases: A. Where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development, erect the fence approximately 2 to 4 feet beyond the area disturbed; B. Where permeable paving is to be installed within a tree's drip line, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately by hand prior to paving installation to minimized root damage); C. Where trees are close to proposed buildings, erect the fence to allow root pruning in the work space between the fence and the building, prior to disturbance. The fence can be erected at the point of root pruning; D. Where there are severe space constraints due to tract size, or other special requirements, contact an Arborist to discuss alternatives. Special Note: Exceptions are permitted for areas outside the critical root zone. No disturbances are permitted within the critical root zone (75% of the dripline area). For the protection of natural areas, no exceptions to installing fences at the Limit of Construction line will be permitted, and no silting of stock piling of material or dirt is allowed around trees. 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 ft. in addition to the reduced fencing provided. 8. Trees approved for removal shall be removed in a manner which does not impact trees to be preserved. 9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 10. Trenching required for the installation of irrigation shall be placed as far from existing tree trunks as possible. 11. No landscape topsoil dressing greater than 2 inches shall be permitted within the drip line of trees. No soil or mulch is permitted on the root flare of any tree. 12. Limbing & pruning to provide clearance for structures, traffic and equipment shall take place before damage occurs. 13. All finished pruning shall be done according to recognized, approved standards of the industry (Reference the National Arborist Association Pruning Standards for Shade Trees). MIX AND LIGHTLY COMPACT BACKFILL WITH PLANTING SOIL FINISH GRADE EQUIPMENT OTHER HEAVY WITH BACKHOE OR LIMITS OF DIGGING HAND DIG Y = ROOT BALL WIDTH X = ROOT BALL HEIGHT FACE NORTH AT THE SITE. AND ROTATE TREE TO THE TREE IN THE NURSERY MARK THE NORTH SIDE OF THE MIDDLE OF THE ROOT BALL. AND COMPACT SOIL UP TO FOOT PRESSURE. LAYER COMPACT FIRMLY WITH PLACE SOIL IN 6" LIFTS AND WITH PLANTING SOIL MIX. FROM SHIFTING, BACKFILL TO PREVENT ROOT BALL SOIL UNDISTURBED EXISTING DO NOT COVER ROOT FLARE. FLARE REMAINS EXPOSED. TAPER IN DEPTH SO ROOT COVER ROOT BALL AND 3" MULCH LAYER. MULCH TO 4" HIGH MULCH SAUCER ROOT BALL. HOLE TO EXPOSE TOP HALF OF AND FOLD DOWN INTO PLANTING THE BASKET IN FOUR PLACES AROUND THE ROOT BALL, CUT SHIPPED WITH A WIRE BASKET TOP OF ROOT BALL. IF TREE IS AND WIRE, AND BURLAP FROM REMOVE ALL TWINE, ROPE UNEXCAVATED SOIL PLACE ROOT BALL ON 1'-0"Y 1'-0" 3 " X 3 " 4 ' - 0 " ( M I N . ) X / 2 X / 2 SCALE: 3/4"=1'-0" SINGLE-TRUNK TREE WITH STAKES02 IN EXISTING UNDISTURBED SOIL. SPACED AROUND TREE. TO BE SET EQUAL. 3 PER TREE, EQUALLY 6' HARDWOOD STAKE OR APPROVED ALLOW FOR TRUNK MOVEMENT. TO KEEP FROM SLIPPING. TIGHTEN ARBOR TIE ENOUGH ATTACH TO EARTH ANCHOR. "ARBOR TIE" GUYING MATERIAL. IS 3" ABOVE FINISHED GRADE. PLANT TREE SO THAT ROOT FLARE EXPOSE ROOT FLARE. THE CROWN. THAT EXTEND TO THE EDGE OF THE TERMINAL BUDS OF BRANCHES PRUNED; HOWEVER DO NOT REMOVE AND LATERAL BRANCHES MAY BE BRANCHES. SOME INTERIOR TWIGS LEADERS, AND BROKEN AND DEAD CROSSOVER LIMBS, CO-DOMINANT AT PLANTING. PRUNE ONLY DO NOT HEAVILY PRUNE THE TREE X = ROOT BALL HEIGHT Y = ROOT BALL WIDTH EXISTING UNDISTURBED SOIL AT THE SITE. TREE TO FACE NORTH NURSERY, AND ROTATE OF THE TREE IN THE MARK THE NORTH SIDE FOR TRUNK MOVEMENT. KEEP FROM SLIPPING. ALLOW TIGHTEN ARBOR TIE ENOUGH TO ATTACH TO EARTH ANCHOR. ATTACH TO 3 TRUNKS MINIMUM. "ARBOR TIE" GUYING MATERIAL. 4" HIGH MULCH SAUCER EQUIPMENT OTHER HEAVY WITH BACKHOE OR LIMITS OF DIGGING IN EXISTING UNDISTURBED SOIL. SPACED AROUND TREE. TO BE SET EQUAL. 3 PER TREE, EQUALLY 6' HARDWOOD STAKE OR APPROVED MIX AND LIGHTLY COMPACT BACKFILL WITH PLANTING SOIL THE MIDDLE OF THE ROOT BALL. AND COMPACT SOIL UP TO FOOT PRESSURE. LAYER COMPACT FIRMLY WITH PLACE SOIL IN 6" LIFTS AND WITH PLANTING SOIL MIX. FROM SHIFTING BACKFILL TO PREVENT ROOT BALL ROOT BALL. HOLE TO EXPOSE TOP HALF OF AND FOLD DOWN INTO PLANTING THE BASKET IN FOUR PLACES AROUND THE ROOT BALL, CUT SHIPPED WITH A WIRE BASKET TOP OF ROOT BALL. IF TREE IS AND WIRE, AND BURLAP FROM REMOVE ALL TWINE, ROPE UNEXCAVATED SOIL PLACE ROOT BALL ON 1'-0"Y1'-0" H A N D D I G 4 ' - 0 " ( M I N . ) 3 " X X / 2 X / 2 EQUAL. APPROVED STAKE OR 6' HARDWOOD PLANTING PIT LIMITS OF TREE MATERIAL. GUYING "ARBOR TIE" CROWN. THAT EXTEND TO THE EDGE OF THE THE TERMINAL BUDS OF BRANCHES PRUNED; HOWEVER DO NOT REMOVE AND LATERAL BRANCHES MAY BE BRANCHES. SOME INTERIOR TWIGS LEADERS, AND BROKEN AND DEAD CROSSOVER LIMBS, CO-DOMINANT AT PLANTING. PRUNE ONLY DO NOT HEAVILY PRUNE THE TREE 3" ABOVE FINISHED GRADE. TREE SO THAT ROOT FLARE IS EXPOSE ROOT FLARE. PLANT FLARE. EXPOSED. DO NOT COVER ROOT DEPTH SO ROOT FLARE REMAINS COVER ROOT BALL AND TAPER IN 3" MULCH LAYER. MULCH TO SCALE: 3/4" = 1'-0" MULTI-TRUNK TREE WITH STAKES03 PLANS 4 47 DBH 4 MAG 11 MAG 147 DBH 5 CM 4 LO FOR ALL TURF AREAS BERMUDAGRASS TYPICAL SOLID SOD BASE OF BUILDING BAND TYPICAL AT 30" WIDE GRAVEL TYPICAL FOR AL L TURF AREAS SOLID SOD BERMU DAGRASS TYPICAL AT BASE OF BUILDIN G 30" WIDE GRAVEL BAND REFER TO DETAIL L1.01 TREES PRIOR TO CONSTRUCTION BE INSTALL ED AROUND EXISTING TREE PROTECTION FENCIN G TO REFER TO DETAIL L1.01 TREES PRIOR TO CONSTRUCTION BE INSTALL ED AROUND EXISTING TRE E PROTECTION FENCIN G TO 1 BC 1 BC 1 RO 3 6 " R C P 18" RCP 21" RCP 30" R CP 4 2 " R C P 3 0 " R C P 1 5 " S C H 4 0 P V C ELEC ICV CO CO SS WV TEL B B STM CO LS LS ELEC 3-ICV ICV ICV CO CO FH SS EM E WV WV 3-ICV LS FH WV TEL DOCK LOADING RIM=622.60 STAIRS RIM=636.2 STUD=633.7 RIM=635.2 STUD=625.2 RIM=626.7 STUD=623.4 RIM=624.9 HANDRAIL B B B B B STM 4' CONC. RAMP GRD GRD GRD LIFT ELEC D O C K L OA D I NG FH WV WV LS ELEC ICV E 8"SS 6 "P V C ELEC ICV CO CO SS WV ELEC ICV HANDRAIL E 8"SS 6 "P V C ELEC ICV ELEC ICV CO CO SS WV TEL B B STM CO LS LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO SS WV TEL B B STM CO LS ELEC ICV CO CO SS WV TEL B B STM VERIFY TO CONTRACTOR TEL 1 046.34' CL=1039.51' CB=S16°34'08"E L= 1,054.91' T= 543.49' R= 1,778.00' |= 33° 59' 40" 10" PVC6" PVC6" PVC6" PVC 47 DBH 4 MAG 11 MAG 147 DBH 5 CM 4 LO FOR ALL TURF AREAS BERMUDAGRASS TYPICAL SOLID SOD BASE OF BUILDING BAND TYPICAL AT 30" WIDE GRAVEL TYPICAL FOR AL L TURF AREAS SOLID SOD BERMU DAGRASS TYPICAL AT BASE OF BUILDIN G 30" WIDE GRAVEL BAND REFER TO DETAIL L1.01 TREES PRIOR TO CONSTRUCTION BE INSTALL ED AROUND EXISTING TREE PROTECTION FENCIN G TO REFER TO DETAIL L1.01 TREES PRIOR TO CONSTRUCTION BE INSTALL ED AROUND EXISTING TRE E PROTECTION FENCIN G TO 1 BC 1 BC 1 RO TBPE FIRM # F-312 1 B C 2 3 D E 1 2 3 4 5 6 A B C 4 5 6 D PROJECT NO: STAMP COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER NETWORK COMPLIANCE SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of F I L E L O C A T I O N : E D I T E D B Y : L A S T M O D I F I E D : 29220 A - - - - - A B 1 2 0 C 3 - DATE PRELIMINARY SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE Wick Fisher White WFW 111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.120155 NA NA NA IR101-IRP-STAGING-28912.dgn FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD - - - - - T E X A S N E T W O R K F A C I L I T Y 5 0 0 W E S T D O V E R O A D S O U T H L A K E , T X 7 6 0 9 2 EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID ISSUE FOR CONSTRUCTION NA NA NA 6 / 1 0 / 2 0 1 5 a h 2 2 0 5 I : \ 2 9 0 0 0 s \ 2 9 2 5 2 \ C A D D \ S h e e t s \ I R 1 0 1 - I R P - S T A G I N G - 2 8 9 1 2 . d g n W ROTORS PIPE SLEEVE MAIN LINE PIPING SENSOR WEATHER CONTROLLER VALVE REMOTE CONTROL VALVE INDICATOR VALVE SIZE MINUTE GALLONS PER STATION NO. TYPE IRRIGATION SYMBOL SPECIFICATIONSDESCRIPTION LATERAL PIPING MODEL: SOLAR SYNC-SEN MANUFACTURER: HUNTER IRRIGATION LEGEND BUBBLER NOZZLE POP-UP WITH PLASTIC PIPE TYPE: PVC SCHEDULE 40 SIZE: DUAL 4" SLEEVE PVC CLASS 200 PIPE TYPE: SDR 21 SIZE: 1" UNLESS NOTED OTHERWISE MIN. OPERATING PRESSURE: 30 PSI NOZZLE: PCB, 1.0 GPM, UMBRELLA HEAD: PROS-06-CV MANUFACTURER: HUNTER DI LINE FLUSH VALVEL INDICATOR DRIP OPERATION B NOZZLE #F = FULL PATTERN NOZZLE #TQ= THREE-QUARTER PATTERN NOZZLE #H = HALF PATTERN NOZZLE #Q = QUARTER PATTERN SPRAYS 25 1 1/2" DRP 49.8 IN LANDSCAPE BEDS SURFACE DRIPDRP SPR RTR BLR 1 214-577-4168 Mobile 1 214-516-6538 Direct CHARLEY HUSTON PLEASE CONTACT: HUNTER EQUIPMENT QUESTIONS CONCERNING PVC CLASS 200 PIPE TYPE: SDR 21 SIZE: 3" DRP = DRIP, SUB DRP = SUBSURFACE DRIP BLR = BUBBLER, SPR = SPRAY, RTR = ROTOR FOR ZERO FLOW. SCREW ALL THE WAY DOWN EACH DRIP BED. TIGHTEN THROW NOTE: INSTALL ONE (1) IN INDICATOR, XP-1200X MODEL: XERI-POP OPERATION MANUFACTURER: RAINBIRD POINT IN EACH DRIP BED NOTE: INSTALL ONE (1) AT LOWEST MANUFACTURER: NETAFIM OPERATING PRESSURE: 30 PSI NOZZLE: REF PLAN HEAD: PROS-06-PRS30-CV MANUFACTURER: HUNTER KIT LVCZ10075-HF INSTALL PRESSURE REGULATOR INLET PRESSURE: 30 PSI TECHLINE: TLDL9-12 MANUFACTURER: NETAFIM OUTDOOR STEEL CABINET MODEL: I-CORE MANUFACTURER: HUNTER SIZE: PER PLAN MODEL: ICV MANUFACTURER: HUNTER OPERATING PRESSURE: 30 PSI NOZZLE: REF. PLAN HEAD: PGP ULTRA MANUFACTURER: HUNTER 3.0SR = F 1.5SR = H .75SR = Q BLACK 6.0 = F 3.0 = H 1.5 = Q BLUE 8.0 = F 4.0 = H 2.0 = Q BLUE B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B BB B B B B B B B B B B B B B B B BB B B BB B B B B B B B B B BB B B B B B OPERATION. ROUTING OF POWER FOR CONTROLLER SENSOR IF NEEDED INCLUDING THE NEW CONTROLLER AND WEATHER ADDED. CONTRACTOR SHALL PROVIDE AND DETERMINE IF NEW ZONES CAN BE CONTROLLER AND WEATHER SENSOR CONTRACTOR TO EVALUATE EXISTING NOTE: OF EXISTING SYSTEM. PROFESSION TO PREVENT DISRUPTION COORDINATE EFFORTS WITH OTHER THAN 24 HOURS. CONTRACTOR SHALL AND SHALL NOT BE OFF-LINE FOR MORE REMAIN OPERATIONAL AT ALL TIMES EXISTING IRRIGATION SYSTEM SHALL A COMPLETE, OPERATIONAL SYSTEM. TO RELOCATE MAINLINE TO PROVIDE THAT SHALL REQUIRE THE CONTRACTOR CONSTRUCTION OF NEW ADDITION MAY BE DISTURBED DURING EXISTING IRRIGATION MAINLINE NOTE: A COMPLETE, IN PLACE, OPERATIONAL SYSTEM. IS COMPLETED CONTRACTOR SHALL PROVIDE CAUSED BY CONSTRUCTION. WHEN WORK EXISTING SYSTEM AND THE EFFECTS TO HAVE A FULL UNDERSTANDING OF THE VALVES, AND OTHER PERTINENT EQUIPMENT SHALL LOCATE AND MARK EXISTING HEADS, PRIOR TO CONSTRUCTION, CONTRACTOR TO A COMPLETE AND OPERATIONAL ZONE. SHALL BE RETROFITTED AND RESTORED ARE DISTURBED DURING CONSTRUCTION EXISTING IRRIGATION ZONES THAT NOTE: 23 1" BLR 16.0 LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION OF EXISTING SYSTEM. PROFESSION TO PREVENT DISRUPTION COORDINATE EFFORTS WITH OTHER THAN 24 HOURS. CONTRACTOR SHALL AND SHALL NOT BE OFF-LINE FOR MORE REMAIN OPERATIONAL AT ALL TIMES EXISTING IRRIGATION SYSTEM SHALL A COMPLETE, OPERATIONAL SYSTEM. TO RELOCATE MAINLINE TO PROVIDE THAT SHALL REQUIRE THE CONTRACTOR CONSTRUCTION OF NEW ADDITION MAY BE DISTURBED DURING EXISTING IRRIGATION MAINLINE NOTE: OPERATION. ROUTING OF POWER FOR CONTROLLER SENSOR IF NEEDED INCLUDING THE NEW CONTROLLER AND WEATHER ADDED. CONTRACTOR SHALL PROVIDE AND DETERMINE IF NEW ZONES CAN BE CONTROLLER AND WEATHER SENSOR CONTRACTOR TO EVALUATE EXISTING NOTE: A COMPLETE, IN PLACE, OPERATIONAL SYSTEM. IS COMPLETED CONTRACTOR SHALL PROVIDE CAUSED BY CONSTRUCTION. WHEN WORK EXISTING SYSTEM AND THE EFFECTS TO HAVE A FULL UNDERSTANDING OF THE VALVES, AND OTHER PERTINENT EQUIPMENT SHALL LOCATE AND MARK EXISTING HEADS, PRIOR TO CONSTRUCTION, CONTRACTOR TO A COMPLETE AND OPERATIONAL ZONE. SHALL BE RETROFITTED AND RESTORED ARE DISTURBED DURING CONSTRUCTION EXISTING IRRIGATION ZONES THAT NOTE: LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION 22 1" BLR 10.0 22 1" BLR 6.0 LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION 21 1" BLR 11.0 A COMPLETE, IN PLACE, OPERATIONAL SYSTEM. IS COMPLETED CONTRACTOR SHALL PROVIDE CAUSED BY CONSTRUCTION. WHEN WORK EXISTING SYSTEM AND THE EFFECTS TO HAVE A FULL UNDERSTANDING OF THE VALVES, AND OTHER PERTINENT EQUIPMENT SHALL LOCATE AND MARK EXISTING HEADS, PRIOR TO CONSTRUCTION, CONTRACTOR TO A COMPLETE AND OPERATIONAL ZONE. SHALL BE RETROFITTED AND RESTORED ARE DISTURBED DURING CONSTRUCTION EXISTING IRRIGATION ZONES THAT NOTE: OPERATION. ROUTING OF POWER FOR CONTROLLER SENSOR IF NEEDED INCLUDING THE NEW CONTROLLER AND WEATHER ADDED. CONTRACTOR SHALL PROVIDE AND DETERMINE IF NEW ZONES CAN BE CONTROLLER AND WEATHER SENSOR CONTRACTOR TO EVALUATE EXISTING NOTE: OF EXISTING SYSTEM. PROFESSION TO PREVENT DISRUPTION COORDINATE EFFORTS WITH OTHER THAN 24 HOURS. CONTRACTOR SHALL AND SHALL NOT BE OFF-LINE FOR MORE REMAIN OPERATIONAL AT ALL TIMES EXISTING IRRIGATION SYSTEM SHALL A COMPLETE, OPERATIONAL SYSTEM. TO RELOCATE MAINLINE TO PROVIDE THAT SHALL REQUIRE THE CONTRACTOR CONSTRUCTION OF NEW ADDITION MAY BE DISTURBED DURING EXISTING IRRIGATION MAINLINE NOTE: 20 1 1/2" BLR 18.0 LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION 19 1" BLR 11.0 LOCATION. EXISTING MAINLINE CONTRACTOR TO VERIFY PROPOSED ZONE. MAINLINE AND CONNECT LOCATE EXISTING IRRIGATION 1 1/2"1 1/4" 1 1/4" 1" 1" 1" 1" 1" 1" 1" B 24 1" BLR 6.0 REQUIREMENTS OF THE IRRIGATION SYSTEM WITH THE OWNER. 9) THE IRRIGATION CONTRACTOR SHALL COORDINATE OPERATIONAL NECESSARY FUSE BOXES OR OTHER ELECTRICAL REQUIREMENTS. ELECTRICAL CONNECTION FOR CONTROLLERS. THIS SHALL INCLUDE ALL 8) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL INSTALLATION OF PLANTS AND MAINTENANCE PERIOD. DUE TO SYSTEM FAILURE OR INFERIOR WORKMANSHIP DURING THE 7) CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL DAMAGE RESULTING FROM HIS OPERATIONS, AT NO COST TO THE OWNER. UNDERGROUND UTILITIES OR OBSTACLES. CONTRACTOR SHALL REPAIR ALL 6) CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING CODES AND REQUIREMENTS. 5) ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE LOCAL ADDITIONAL COST TO THE OWNER. SYSTEM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT WITHOUT THE CONTRACTOR MAKING NECESSARY CHANGES TO THE IRRIGATION OWNER’S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR, WILL RESULT IN LESS THAN REQUIRED SYSTEM PRESSURE. FAILURE TO CONTACT THE WITH CONSTRUCTION IF MEASURED PRESSURE AT POINT OF CONNECTION IS COMMENCING WORK. IN NO CASE SHALL CONTRACTOR COMMENCE TO OWNER’S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO LINE. CONTRACTOR SHALL TEST AVAILABLE PRESSURE AND SUBMIT RESULTS A DESIGN PRESSURE OF 58.50 AT THE POINT OF CONNECTION TO THE WATER 4) SYSTEM PRESSURE IS BASED ON A STATIC PRESSURE OF 65.00 PSI WITH DEPTH OF 12" BELOW GRADE. BELOW FINISHED GRADE. TRENCHES FOR LATERAL LINES TO BE A MINIMUM IN TRENCHES. TRENCHES FOR MAIN LINE TO BE A MINIMUM DEPTH OF 18" 3) ALL CONTROL WIRING TO BE BURIED UNDER OR ALONG SIDE OF MAIN LINE REQUIRED SLEEVES UNDER PAVING. 2) IRRIGATION CONTRACTOR TO COORDINATE PLACEMENT OF ALL IRRIGATION SYSTEM. RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSTALLING A COMPLETE PROPOSED IMPROVEMENTS ON PROJECT SITE. CONTRACTOR IS PROVIDE OPTIMAL WATER COVERAGE. AVOID DAMAGE TO EXISTING OR OF ALL COMPONENTS TO COMPENSATE FOR FINAL SITE CONDITIONS AND BE IN TURF OR LANDSCAPED AREAS WHERE POSSIBLE. ADJUST LOCATION AREAS FOR DESIGN CLARIFICATION. ALL SYSTEM COMPONENTS WILL IRRIGATION SYSTEM COMPONENT LOCATIONS MAY BE SHOWN IN PAVED 1) IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. PIPE, VALVE AND NOTES: KIRK M. WILSON 18801 S ATTEOF A X E S T LI CE N S E D IRRIGATO R 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. THE OFFICES OF HALFF ASSOCIATES, INC., IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE TO THE RESPONSIBLE LICENSED IRRIGATOR IS AN OFFENSE ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION BY KIRK. M. WILSON, L.I. #18801 ON 05-27-2015. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 1 50' X 24' FIRELANE GLGL GL 4-ICV's TMH GL SSCO LP EB LP LP SSCO ICV SSMH ICV's ICV's WV ICV WMH EB EB EB EB EB EB SDMH EBEBEB GI FENCE BOLL BOLLBOLL AC UNIT BUILDING INLET GRATE FH WV SSCO SSCO GL GL GL SSCO FF FGPFGP EMH FGP FGP ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO 3-ICV LS 5 ' C O N C R E T E S I D E W A L K B E D F L O W E R PICNIC AREA GRD FLOWER BED FLOWER BED FLOWER BED F L O W E R B E D FH WV WV ELEC ICV ELEC ICV CO CO ELEC ICV HANDRAIL ELEC ICV ELEC ICV CO CO LS ELEC 3-ICV ICV ICV CO CO ELEC ICV CO CO ELEC ICV CO CO VERIFY TO CONTRACTOR TEL U P U P U P U P U P UP UP UP U P UP U P ICV's FSC's EB's 311 320 321 301 UP UP DOVE FOREST CREEK CYPRESS CROSSTIMBER Higgins C A R R O LL V I C T O R I A S U M M E R C R R E K HIGHLAND S A M S C H O O L N O R T H W E S T BURNEYKIRKWOOD KINGSWOOD P E Y T O N V I LL E M I D W A Y S U N S H I N E INVERNESS FRESH A H I LL VICINITY MAP - N.T.S. PROJECT LOCATION MOCKINGBIRD SL E EPY HOLLOW C E D A R OA K LAKEVIEW T W I N C R E E K POST OAK H O L L AN D H I L L GLENHIDDEN C R E E K S H A D O W B r a n c h HARBOR HAVEN HARBOR TAYLOR EMERALDDOVE BRIAR H I LL T O P C R E S C E N T W O O DL A N D R I D G E C R E S T PRIMROSE Dove Creek B L Y T H E A S H M O R E WILDWOOD P L A C E DOVE S H A D Y O A K S S O U T H L AK E WHISPERING LN L A K E 3. 3 P K W Y BLUE TEAL WHITE WING P E N I N S U L A Kirkwood Branch WOODB ROOK W H IS P E R ING DELL L O N E S O M E WEST BLVD M A R A N T H A M I L L RA NDOL M O R G A N WOODBROO K A V E N O R T H PLANTATION PHEASANT F R E N C H K ING T W H A R B O R R E F U G E D E A N HARTY F O X H O L L O W ASCOTT BELMONT CHURCH H E A T H E R 114 LIMIT LIMIT CIT Y LI MIT WEST L A KE N O R T H ME DOWTR O O N F O R E S T G R EE N BR I A R H I LL H I L L C R E S T C YP RES S INVERNESS M UI R FI E L D C I T Y L IM IT W H I T E S BLUEBIRD BASS C A R M E L CI T Y S O U T H L A K E LI MI T AREA RECREATIONAL GRAPEVINE W H I T E C H A P P E L KIR K W O O D B L V D KMW KMW KMW N O R T H S T A G I N G A R E A N 806040200 SCALE: 1"=40' IRRIGATION PLAN IR1.01 PROJECT NO.: ZAXX-XXX PLANS 5 TBPE FIRM # F-312 1 B C 2 3 D E 1 2 3 4 5 6 A B C 4 5 6 D PROJECT NO: STAMP COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER NETWORK COMPLIANCE SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of F I L E L O C A T I O N : E D I T E D B Y : L A S T M O D I F I E D : 29220 A - - - - - A B 1 2 0 C 3 - DATE PRELIMINARY SUBMISSION NA CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE Wick Fisher White WFW 111 South Independence Mall East Suite 400 Philadelphia, Pa 19106 215-627-0200 www.wfweng.com Project No.120155 NA NA NA IR201-IRD-STAGING-28912.dgn FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD - - - - - T E X A S N E T W O R K F A C I L I T Y 5 0 0 W E S T D O V E R O A D S O U T H L A K E , T X 7 6 0 9 2 EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT REVIEW ISSUE FOR BID ISSUE FOR CONSTRUCTION NA NA NA 5 / 2 7 / 2 0 1 5 a h 1 7 2 7 i: \ 2 9 0 0 0 s \ 2 9 2 5 2 \ C A D D \ S h e e t s \ I R 2 0 1 - I R D - S T A G I N G - 2 8 9 1 2 . d g n KIRK M. WILSON 18801 S ATTEOF A X E S T LI CE N S E D IRRIGATO R 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. THE OFFICES OF HALFF ASSOCIATES, INC., IRRIGATION. THE RECORD COPY OF THIS DRAWING IS ON FILE AT UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 344, LANDSCAPE TO THE RESPONSIBLE LICENSED IRRIGATOR IS AN OFFENSE ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION BY KIRK. M. WILSON, L.I. #18801 ON 05-27-2015. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED WITH METAL PEDESTAL HUNTER, I-CORE CONTROLLER ELECTRICAL ENGINEER LOCAL CODE OR TEXAS LICENSED SIZE, TYPE, AND DEPTH PER 3/4" POWER CONDUIT. ASIC GUIDELINES MIN 1 1 /2". GROUND PER GROUND WIRE CONDUIT, OR PREFABRICATED PEDESTAL BASE. CONCRETE FINISHED GRADE WIRES CONDUIT FOR CONTROL SCALE: N.T.S11IRRIGATION CONTROLLER SCALE: N.T.S06 LF LF LF WITH DISC FILTER AND PRV REMOTE CONTROL VALVE (TYP.) PLUMBED TO TECHLINE MANUAL FLUSH VALVE TECHLINE TEE (TYP.) ADAPTER (TYP.) START CONNECTION MALE DRIP IRRIGATION - MULTIPLE BEDS BV DI DI DI BALL VALVE (TYP.) DRIP INDICATOR (TYP.) BV BV BV DRIPLINE (TYP.) SUPPLY HEADER (TYP.) (TYP.) LANDSCAPE PERIMETER TECHLINE ELL (TYP.) DRIP OPERATION INDICATOR SCALE: N.T.S07 RAINBIRD XQ TUBING 1/4" DISTRIBUTION TUBING POLYETHYLENE TUBING XBF1CONN TRANSFER CONNECTOR 1/4" RAINBIRD BARB FINISHED GRADE LANDSCAPE BED POP-UP, XP-1200X RAINBIRD 12" MICRO-SPRAY SCALE: N.T.S LINE FLUSHING VALVE LINE FLUSHING VALVE BLANK TECHLINE COMPRESION RING BLANK TECHLINE INSERT COUPLING INSERT TEE DRIPLINE DRIPLINE SPACED FOR SUPPORT 3 BRICKS EQUALLY SUMP 1 CU FT, 3 /4" GRAVEL VALVE BOX 08 WHERE APPLICABLE CURB OR WALK6"FINISH GRADE PIPE LATERAL PVC PVC ELL POLY RISER POP-UP SPRAY HEAD 12" IRRIGATION FIXTURE - POP UP03SCALE: N.T.S PVC SWING ELL PVC TEE OR ELL WHERE APPLICABLE CURB OR WALK6" SWING JOINTS PVC LATERAL PVC SWING ELL SECTION PLAN SCALE: N.T.S IRRIGATION FIXTURE - ROTOR HEAD04 FINISH GRADE 05 SCALE: N.T.S MULCH TREE RING PVC ELL PIPE PVC LATERAL POLY RISER POP-UP SPRAY HEAD TREE IRRIGATION FIXTURE - TREE BUBBLER PLANTING PIT EDGE OF TREE GLUED CAP PAVING SURFACE LOCATION OF SLEEVE. EDGES TO PERMANENTLY MARK NOTE: TROWEL SCORE CONCRETE (SEE IRRIGATION PLAN) CAP IF NO PIPES ARE PRESENT PVC SLEEVE 2 4 " SCALE: N.T.S IRRIGATION SLEEVE DETAIL 1'-0" MIN 1'-0" MIN 02 SCALE: N.T.S01TRENCHING DETAIL M I N . 1 8 " M I N . 1 2 " 1 8 " M I N . WIRING IN CONDUIT LATERAL PIPE MAINLINE PIPE MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH WIRE W/O CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHD.40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. SECTION VIEW PLAN VIEW 2. ALL PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" COVER. FOR CONTROL VALVES. 7. INSTALLATION OF BALL VALVES WILL BE SIMILAR TO INSTALLATION CURBS, ETC. 6. ORIENT RECTANGULAR VALVE BOXES PARALLEL TO ADJACENT WALKS, POSSIBLE. 5. INSTALL VALVES IN CLOSE PROXIMITY TO ADJACENT WALKS WHERE ADJ. SOIL. 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED BOX. (WRAP AROUND 1/ 2" PIPE 15 TIMES. 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE 2. TAPE AND BUNDLE WIRE EVERY TEN FEET. 1. ALL WIRE TO BE INSTALLED PER LOCAL CODE. NOTES SCALE: N.T.S CONTROL VALVE DETAIL COMMON WIRES CONTROL/ WITH PLASTIC COVER PLASTIC VALVE BOX CONTROL VALVE ELECTRIC OPERATED FINISHED GRADE BRICK MAIN SUPPLY LINE (LENGTH AS REQUIRED) PVC SCHEDULE 80 NIPPLE 6" WASHED GRAVEL 09 TO MATCH ZONE VALVE PVC BALL VALVE. SIZE CONNECTORS 3M DBY POWER FLOW NETAFIM IRRIGATION INC. © Copyright 2003 SCALE: N.T.S10 2 " M I N . FLOW FLOW PVC LINE 3 /4" PRV 45 PSI LF PVC LATERAL LINE 12" X 18" VALVE BOX RED BUSHING TxT 1" X 3 /4" SCH 40 SUMP 1 CU. FT. PEA GRAVEL 1 CORNER EACH BRICK SUPPORT. VALVE PVC BALL CONTROL VALVE VOLUMN CONTROL VALVE FILTER PROJECT NO.: ZAXX-XXX KMW KMW KMW IRRIGATION DETAILS IR2.01 N O R T H S T A G I N G A R E A PLANS 6