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CC - Landscape Plan A 4 C 6 PlR o 6�Plq- - - - - - - - - - - - o�°���SF 00 000 o 12PKC �rWR- �+� - 6°PIR - END 6"PI � � - - -x -X�" X °o°°g��giTz 8 p°°o BLOCK 11 ot+ Ho 0 w LU �,, I I I a I I I I I I o 1 5 6 ti o C I 12 ^� Z I I I I I I I I I °o`t'G�' i° ► �� w 7 F CIO �� W I 10 ooOoo°per 00000 o � � z z J w coa E o ° �N z o I I I �' �' U a ° I JIJ a m ' o CM o LW W c � a E .N � � (� mr w + 1 LLI m ° _o �\ L •• •'1 •� ft •� 1 -= 'E 1'* 1'* L ItJ • • • •• i\ i Q U] o .� Y (D w Oe\ ® l l li l'! l'! jl� It L L �. / o m 13 U o ° [ z �S 11 i w C .4 'ma 9ON z c o s BLOCK 9 w w E. SHADY GLADE DR. J wJ 3 CU o 15"S- C/�I C/� o . . . . . . 1 a co 3' w L f J-J BLOCK 11 0 _ = w o N <I BEGINCID \ III I I I I I I ` 0 O Z END 10 I I I I I I I I I I �. m �. T a END - aL I I A s ■ a 12 U END o o 22 I I I I 19 I I I BLOCK 6 o s I L I w END �� z - S� Copyright CO 2017 z v' All rights reserved. Reproduction or use in any form o BEGIN or by any means without written permission of 2 BEGIN 1 Breckon Land Design,Inc.is unlawful and subject to 0 D52 / criminal prosecution. w 3�, 1515 g' w f 14 15 8 9 Q�- �� END 10 11 12 13 14 15 5,SW 38 ROW a L� ° BLOCK 6 LL H �.�• \ / 558 t \ 14 '4 J . tSLVVK b - � 2 / / BLOCK 6 7 �/ 8„ W 8„ W 8„ W 8„ W „ Q r n 0- a S. BOW CANYON OR. y � \M~/ o SS SS SS r Z / w • ° co \ 27 G � \v � 1 3 J 6 r O U 13 CD lo lo 28 / S56 \ \ i O < C)S 7 6 5 3 2 1 \ Cr) OZ � 0 F 5 � \ F Q BLOCK 10 z J T ' w Q i M - 4 r ,W, 4 Q CD Er 4 4 P p. s 4„ P Ir 0 UJ T LANDSCAPE PLAN - OVERVIEW CO w E > N 50 0 50_ 100 150 CITY O F MERIDIAN Rt ' TURF AREA PREPARATION NOTES: O o SCALE. I 50 O TO BE PLATED. LANDSCAPE NOTES: TOPSOIL NOTES LANDSCAPE REQUIREMENTS 2. NEWLYY GRAD D BGRADES:RATION LOOSEN SUBGTO AERAD A M NNMUM DEPTH OF 4 INGHES. REMOVE STONES I. GONTRAGTOR SHALL REPORT TO LANDSGAPE ARCHITEGT ALL 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO COMMON OPEN SPACE LARGER THAN I INCH IN ANY DIMENSION AND STIGKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER GONDITION5 WHIGH IMPAIR AND/OR PREVENT THE PROPER SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. r )n EXEGUTION OF THIS WORK, PRIOR TO BEGINNING WORK. INSUFFIGIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL 7.0, FOUR PERGENT ORGANIC, MATERIAL MINIMUM, FREE OF DEVELOPMENT AREA: 10% REQUIRED PROVIDED: 3. SPREAD PLANTING SOIL OVER LOOSENED 5UBGRADE. v 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE AS A GROWING MEDIUM. PERFORM 50IL TEST/ ANALYSIS AND STONES I/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER 4g5,7I6 SF (11.4 AG) 52,558 SF (15 AG) 64,472 SF (I.48 AG) R 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. v o EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. PARKWAYS 5. UNGHANGED 5UBGRADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL 31 q34 SF p sc 2. TOPSOIL 5OURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS (EXGEPTING GURB GUTS, 50) EXGAVATING GRADING OR SURFAGE-SOIL STRIPPING OPERATIONS PREPARE SURFAGE SOIL AS FOLLOWS: U ALTERNATE MATERIALS OF SIMILAR SIZE AND GHARAGTER TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, , , CID MAY BE GON5IDERED IF SPEGIFIED PLANT MATERIALS CAN NOT GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, WEED FRIABLE, THE SITE TO BE DISTURBED. TOPSOIL SHALL A FERTILE, OPEN SPAGE 32,535 SF A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFAGE SOIL. BE OBTAINED. SEEDS, ROGK5, GRASS OR OTHER FOREIGN MATERIAL AND A FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL AMENDMENTS AND 3. GOORD I HATE ALL WORK WITH ALL OTHER SITE RELATED HAVE A PH OF 5.5 TO 7.0. IF ONSI TE TOPSOIL DOES NOT MEET SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND OPEN SPACE TREES FERTILIZERS AGGORD I NG TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 DEVELOPMENT DRAWINGS. THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO FREE OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 I TREE/8,000 SF REQ'D TREES: PROVIDED: INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. 0 o INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, 3 14 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE LOOSENING. ' a o= w U 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH EITHER: MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE o o _� a_ LANDSGAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. A) PROVIDE APPROVED IMPORTED TOPSOIL, OR 5GREENED TO ACHIEVE THIS REQUIREMENT. SPECIES SELECTION A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STIGKS, ROOTS, TRASH, AND OTHER r�Wo�oz J EXTRANEOUS MATTER. \` �m Ir 5. ALL PLANT MATERIAL SHALL BE INSTALLED A5 PER DETAILS. B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY PER "TREE 5ELEGTION GUIDE FOR STREETS AND LANDSGAPES THROUGHOUT \ w a o 0.ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN THE LANDSGAPE ARCHITECT. B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S �� z w z Q FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED IDAHO" AND TABLE I I-3B-5-I PROPERTY. y z 1-2 z NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE a a Ix w w PLANT SIZES 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH LOOSE, m>o>aom o WILL BE REJEGTED IF NOT IN A SOUND AND HEALTHY CONDITION. ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, TESTING AGENGY 5 FINDINGS AND RECOMMENDATIONS SHALL BE C� a c a 2 z E Q 7. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS I/2 INCH OF FINISH ELEVATION. ROLL AND j a n v D W FURNISHED TO THE ARGHITEGT'5 REPRESENTATIVE BY THE EVERGREENS: 6'-0" MIN. _I_o C SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL AND OTHER LITTER, AND FREE OF ROOTS STUMPS, STONES RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO a z w O GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE ORNAMENTAL/SHADE TREES 2" GAL MIN. AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. V OUT SYMBOL NUMBERS. LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER 5PEGIFIED PH AND ORGANIG REQUIREMENTS. RE-TEST TOPSOIL WOODY SHRUBS 2 GAL MIN. 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3° EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFAGE PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE TO DRY BEFORE PLANTING. DO NOT GREATE MUDDY SOIL. REVISIONS DEPTH OF SMALL (I" MINUS) PERMA-BARK MULCH. SUBMIT A) OBTAIN TOPSOIL FROM LOCAL 5OURGE5 OR FROM AREAS BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN SPECIES MIX q. BEFORE PLANTING, OBTAIN LANDSGAPE ARCHITECTS AGGEPTANGE OF FINISH GRADING; RESTORE P No. Date Description SAMPLE FOR APPROVAL. HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON OR MUDDY CONDITION. SPECIES PROVIDED: ( 1 q. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD THE PROJEGT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN MORE THAN 50 TREES/ 5 SPECIES REQ'D 5 PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. o OF ONE YEARS BEGINNING AT THE DATE OF AGGEPTANGE BY WELL-DRAINED SITES WHERE TOPSOIL OGGUR5 AT A DEPTH THIGKNESS AS SCHEDULED. PLAGE TOPSOIL DURING DRY PARKWAY TREES THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR OF NOT LESS THAN 4 INGHES. WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED J Li I I I �y- NOT IN A HEALTHY GONDITION IMMEDIATELY WITH THE SAME SIZE B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. REQUIREMENTS: I I TREES REQ'D TREES PROVIDED E8FIADYpADEDR ESHADYOLEN L.L AND SPEGIES AT NO COST TO THE OWNER. AGIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A 5. GOMPAGTED TOPSOIL THIGKNE55 AT THE FOLLOWING AREAS: MIN. DENSITY I TREE/55 L.F. t \ 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH RECOGNIZED GOMMERGIAL OR GOVERNMENT AGENGY AND A. LAWN AREAS: 12 INGHES MINIMUM OR AS NEGE55ARY TO S. LENATO WAY (236 L.F.) 7 Cl PHASE 2 PHASE 4 PROJECT NO.: ADJACENT SURFAGES AND ENSURE POSITIVE DRAINAGE IN GOPIES OF THE TESTING AGENGY'S FINDINGS AND ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. S. TWILIGHT MIST DR. (8q8 L.F) 26 27 17063 U) < AGGORDANGE WITH THE SITE GRADING PLAN. RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S B. PLANTER BEDS: I8 INGHES MINIMUM B � E. SHADY GLENN DR. (1,363 L.F.) 3q 3q II. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL 6. FINE GRAWN BY:GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, S. SOLSTICE ST. (244 L.F.) 7 Cl e �� s�wcwr°N°R $L AJ z GUBIG YARDS OF APPROVED GOMP05T PER 1000 SQUARE BE DELIVERED IN A FROZEN OR MUDDY CONDITION. UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL O 0 FEET. ROTO-TILL ORGANI G MATTER A MINIMUM OF 6 INCHES AG I D I TY/ALKALINITY RANG 7 E - PH. 5.5 TO .0. DEPRESSIONS, AS REQU I RED TO MEET FINISH GRADES. FINISH E• LAUGHLAN ST. (113 L.F.) 3 4 INTO TOPSOIL. 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON GRADE OF TOPSOIL SHALL BE 2 BELOW FINISH GRADE OF CHECKED BY: TOTAL 82 88 U 12. FERTILIZE ALL TREES AND SHRUBS WITH GRIFORM' PLANTING R R JB THE SITE GREATED FROM LANDSGAPE OPERATIONS AND PAVEMENTS AREAS FOP, SOD AND I" FOP, SEED. FENCING REQUIREMENTS a PHASE3 'A TABLETS. QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. DISPOSE OF PROPERLY OFF SITE. 7. TOPSOIL 5TOGKPILE LOGATION5 TO BE GOVERED GOORDINATE BLOCK q LOT 16 (NORTH) 120 L.F. 4'-0" METAL FENCE acNIMNEYROGCWAY DATE: 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF 1-7. TREES SHALL NOT BE PLANTED WITHIN THE I0'-0" GLEAR ZONE WITH EROSION AND SEDIMENT CONTROL PLAN. p TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF OF ALL A.G.H.D. STORM DRAIN PIPE, STRUGTURES, OR FACILITIES. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS BLOGK q LOT I6 (SOUTH) I30 L.F. 4'-0" METAL FENGE 5/3/2017 TOPSOIL. SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A TREES SHALL NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. OTHER THAN TOPSOIL SHALL ONLY BE 5TOGKPILED IN BLOGK 6 LOT 24 (NORTH EAST) 2I7 L.F. 4'-0" METAL FENGE C)o SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES SIDEWALK. PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK IBLOGK 6 LOT 24 (SOUTH) I2q L.F. 4'-0" METAL FENCE Q OF PLANTER BED AREAS, I-I/2" BELOW ADJAGENT SURFAGES OF I8. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST MATERIALS SHALL BE STOGKPILED OR TEMPORARILY PLACED IN BLOGK II PROPERTY LINE I,006 L.F. 6'-0" PRIVAGY FENCE �F PHASE 1 SHEET NUMBER O TURF SOD AREAS, AND I BELOW ADJAGENT SURFACES OF TURF BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING PROPOSED LANDSGAPE AREAS TO PREVENT LANDSGAPE AREAS I� KEYMAP T A SEED AREAS. THE GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE FROM BEING CONTAMINATED WITH ROCK MATERIALS. -� L1.00 x IRRIGATION SYSTEM. GONTRAGTOR SHALL SUBMIT A DETAILED 5TOGKPILE PLAN TO o Iq. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE LANDSGAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO N 500 0 500 1000 1500 o ARCHITECT IMMEDIATELY. ANY EARTHWORK OPERATIONS. SCALE: I = 500'-0" 1 2 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 11 6'PlR ouIll 6'PlR _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ $ _ LANDSCAPE LEGEND 0000�oo❑❑❑��°°°° l2�VC q 7 r PIR " D + PI PI I\ 6 END w PLANTS TO BE INSTALLED IIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIN VISION TRIANGLE 7 9 E0. - — — — — — GONGiZETE EDGING AS DETAILED o -105 6 �e o + - GUT EDGE AS DETAILED 0000m� o w (+ Q (+1 I I I 0 o o PRIVAGY FENGE: 6'-O" TALL, VINYLS O��A �� -� PROPERTY LINE (VERIFY) °0O�00❑❑0 0�0°� /2 + W + AGHD SEEPAGE BED EASEMENT ° i z a + VERTICAL GURBING LOCATION o + CURB AND GUTTER LOCATION + m 5GORE JOINT (TYPICAL) o E M F 7 + W I O N o M I I I - N M � z EXPAN51ON + I I AG E551 BLE RAMP LOGA ION S _ 0 0) m AWA ° `CO N ° u '� O a CU 1 3 O w + + + WITH DETECTABLE WARNING L .� M J. SURFACE 5 cn E co 6 E5 - w � a � .� NEW CONCRETE FLATWORK m 0 .s E L + = aCU � � — — — + + ® TRASH REGEPTAGLE � -g o m�Wow 3 o N z o w U) .— PI 1 +1 I UJW C7SJ 3 x � co m o BENCH . . . . . . 3 I W co �In I w + 10 QUANTITY . _ • • - O + I I JB PLANT IDENTIFICATION KEY z I I L / + ` AP N + + + + + TURF SOD OVER APPROVED + ' + + o + + + TOPSOIL AS SPECIFIED. o w 14 + + J 3" DEPTH OF PERMA-BARK , L + '. ' I+ + + �'�+ + (•1 + + +(•; + + (•1 + + •;1 + + j+ (I" MINUS) OVER APPROVED z ( MONITOR,6 LU TOPSOIL AS SPECIFIED. o 00 q �5 /1 TG + *ALL FENGIN6 TO BE PLACED ON PROPERTY LINE, SHOWN o + E. SHADY GLADE DR. w OFFSET 1'-0" ON DRAWINGS FOR GRAPHIG GLARITY K 1 I L, 1z CALLOUT LEGEND + 3 4 ' '� H O 40'-0" VISION TRIANGLE w + 25 + + O O Q 2 PRESERVE EXISTING LANDSCAPE, PATCH o I I FP + + +� + + BACK TO NEW CONSTRUCTION0 w + ' + + + +I I I 3 SEEPAGE BED TREE OFFSET: 10'-0", PER z 7 + + + + O AGHD w + + + + + + + + + +I I 7 BEGIN I I I O 5TORMWATER DRAINAGE SYSTEM, SEE Copyright C\2017 z G I V I L PLANS All rights reserved. Reproduction or use in any form o + + + + + + + 1 �� or by any means without written permission of 2 + II + + + + I 5 FENGE: 4'-0" TALL, PER DETAIL 2/L1.04 Breckon Land Design,Inc is unlawful and subject to 0 +J �F + + + + + 3 O TO BE PLACED ON PROPERTY LINE. criminal prosecution + + + + + + + 6 PRIVAGY FENGE: 6'-0" TALL, VINYL, PER + + + + + I O DETAIL 5/L1.05. TO BE PLAGED ON + + + + + + + + + + + + x PROPERTY LINE o \ 7 END 3 d+1 + + + + + + + i I I O7 PATH: 14'-0" WIDE, PER GIVIL PLANS w 10 QI PD (+ + + + + + + + + + + I I I ALIGN AND SMOOTHLY CONNECT TO w R6 1 \ GA LT 10'-0" + (1 + + + 1 TYP. I I O LTG TING STRUCTURE: PATH, CURB, FENGE, END 7 Q 2 PN / \ + + + + + + �+ + + + + 1 0 + + + 1 w z + + + +\ + + + + + + 10 1+ I ® �• 2 + + + + + # + + + + + GA + + + + + + + LL A3 + + + + +\ + + + + + + 5 + + (4 + I I I ° +� ++ + + + + + I 4 I I O o + + (+1 + + + + + TYP. I = 9 + + + + + + + + + + 4- 7 1 5 + + + + + + + + ,/ 14 GS + + + + J I 1 ' I 10 M5 + + + + 1 EP + + + + v / + 11 + + Qr + + + + ++ + + + + 3 ` + + + + 11 \+ EP + + + + + + + GA ®. + 4 Q 1< RG ��+ + + + + + + + + 3 m� + �f YP. 1 UJ z + 3 + + + + + + + �. RG + 7 + + + 1 .0 + +p� I 12 I I < co Ic + + + + +/ + / /�� + + +1 + + + I GA co \ \ 10 + + + ++�> + + V + \ \5 + 0 a PP I PI 7 END I \L v+ + / v / °" + v 3 \ -$' EP \+ PD PN + / + + + v JS + + + + + 0TYP. 2 1+ + + \ + +( 1 O \ GA + + BEGIN 7 + + \� + + + + + • 2 PI 7 \ +(+� + + + + + + +\ + PI L O BEGIN 7 + ( 1 TYP 7 + + + + 1 gyp. , EP 3 + 1 .0 + ( 1 + + 6CD + + + AG � \ + + + + + + + + + + + RG PLANT SCHEDULE — J Z IF . \ \ \ + \O,�0 +�r + + ++ + + + + + + + 3 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES USDA CLASS 1 ` ( '�`S + + + \ + + + \� + + + LT STREET TREES w Z + \ + �� v+ 2 0 Q W / + AA\\\�\ (+1 �\ �O 45 Ap AilX platanoides 'Warrenred' Pacific Sunset Maple 2" GAL Bff B 30' x 25' W 4 - 8 11 = M \ + �v + -� \ \+ + � 25 FP Fraxinus pennsylvotica 'Patmore' Patmore Ash 2" GAL B$B 45' x 35' W 4 CI 11 W Q \ J + �• + \ + + 7 LT Liriodendron tulipifera Tulip Tree 2" GAL BffB 50' X 55' W 4 - CI III r� \ + + + + + V! L.` V ° ` + + + + 2 13 TG Tilia cordata Greens ire Greens ire Ash 2 GAL BBB 50 x 30 W 4 - 6 II + 1 + ORNAMENTAL TREES O ® + + \ END 7 ® 3 AG Acer ginnala 'Flame' Flame Maple 2" GAL B4B 20' x 20' W 2 - 5 I W E -6 } + + 3 TYP. 5 MS Malus'Perfece Purple' Perfect Purple Groba Ie 2" GAL B$B 20' x 20' W 4 - cl I Q l \ \ + + {+ + 1 0 ` / / CONIFEROUS TREES 04 +o +(+ 2 PN �Pinu5 nigra Austrian Pine 6' - 7' B$B 60' X 25' W 4 - 8 + + + + 4 PP Picea qunqe5 'Fat Albert' Fat Albert Blue 5 ruce 6' - 7' B$B 40' X 20' W 2 - 8 + \ \ \ / SHRUBS/PERENNIALS/ORNAMENTAL GRASSES J _C \ + + + / 40 GA Galamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass 2 gal 5' x 2' 4 - 8 � + 28 G5 Gornus sericea 'Kelseyii' Kelsey Dogwood 5 gal 3' x 3' 2 - 8 + \ 26 3q Ep Echinacea purpurea 'Magnus' Purple Goneflower I gal 3' x 1.5' 3 - 8 o + + 21 JS Juniperus scopulorum 'Skyrocket' Skyrocket Juniper 5901 20' x 3' W 4 - q D Vj PI + + BLOCK 6 / 17 PD Physocarpus opu11follus 'Monlo' Diablo Ninebark 2 gal 6' X 5' W 2 - 8 z + +1 30 RG Rhu5 aromatica 'Oro-Low' �6ro-LoN Sumac 5 al 2' x 4' W 5 - Cl J \ + + + + WEED ABATEMENT NOTES: it aooR a x °W Q ` LU 19 T + + \ 1+ \ / 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON �\ w 0°a C�'o J + + / THEM PRIOR TO PLANTING OR HYDROSEEDING. /��� " y 0 C3 Luz Q + + + \ 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPS (GONTAGT HERBIGIDE) OR APPROVED W�� m>° a o m + o EQUAL. C� N°°a2z� 0_ + \ \ 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. a z UJ C o� (+1 \ 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIG IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. O + AT GONGLU51ON OF THIS WATERING PERIOD, P15GONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. o + / 5. APPLY SECOND APPLICATION OF ®ROUND-UPA TO ALL EXPOSED WEEDS. APPLY IN 5TRIGT GONFORMANGE REVISIONS o WITH MANUFAGTURER'5 5PEGIFIGATION5 AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. No. Date Description + + REMOVE WEEDS FROM THE SITE. ( , ( 1 \ 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE+ v o + \ DIREGTED TO PERFORM A THIRD APPLICATION. / 7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FRee. �y- �' L.L PROJECT NO.: y / B \ \ E SHADY GLADE PHASE 2 E 8HMYLENN DR 7063 PHASE 4 28 / � � DRAWN SLWNAJY z \ CHECKED BY: O ®y U � 0 S.sow CANYON OR. Sp E JB DATE: 0 5/3/2017 &CHIMNEY ROCK WAY SHEET NUMBER O A X _ KEYMAP O LANDSCAPE PLAN AREA ONE T N 30 0 30 6o CIO 500 0 500 1000 1500 L1.01 ■ ■ 5GALE: I"= 30'-0" SCALE: I"= 500'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 6 _ _ 6 LANDSCAPE LEGEND 0000�000000c�000 PI PI PI PI PLANTS TO BE INSTALLED PI PI PI PI ww o VISION TRIANGLE or �� 0 0 6 CONCRETE EDGING AS DETAILED o -1�5 6 BLOCK 11 tioJQ _ _ _ _ _ _ _ I \ DETAILED CUT EDOE AS o o PRIVACY FENCE: 6o ALL, VINYLS I 4 I 5 I PROPERTY LINE (VERIFY) o AGHD SEEPAGE BED EASEMENT z \ VERTICAL GURBING LOCATION CURB AND GUTTER LOCATION 5GORE JOINT (TYPICAL) o N a° ° M 1 I I I I I I I � to o N �, � EXPANSION JOINT (TYPICAL) W. AGGESSIBLE RAMP LOCATION o E m n 3 0 0 WITH DETEGTABLE WARNING a, a` E cD w SURFACE .9Cus � ° � M0 NEW CONCRETE FLATWORK w N .o ° a °L co N o U o \ m -q O Z Q ® TRASH RECEPTACLE iD m M '' N o E �oI z 1 I I I UJW C7 LJ 3 cot = 0 o BENGH 3 W a co cs I I I I �� _ • • a 10 I JI5 PLANT IDENTIFICATION KEY w L + + + + + TURF SOD OVER APPROVED o + + + TOPSOIL AS SPECIFIED. 5" DEPTH OF PERMA-E3ARK J ; (I M NUS) OVER APPROVED o • + + (+1 + + +(f 1F + + (i 1 + + (�;1 + + + (��1+ + (��1 + + +(��1F + + (�a1 + + (�i� + + + f'�+1+ + (�f1 + + +(; + + ;♦ + + / „ LLU + + TOPSOIL AS SPECIFIED. (_ + *ALL FENGIN& TO BE PLACED ON PROPERTY LINE, SHOWN w E. SHADY GLADE DR. + + + OFFSET 1 -0 ON ON DRAWINGS FOR GRAPHIG CLARITY Cl) o K z' •• 11 6 CALLOUT LEGEND _ ✓ ✓ ✓ ✓ + + + + 1 0 TYP. 1 4POCE-O vIEIOXI SNGN LANDSCAPE, PATCH '' o Q + BLOCK 1 O gAGK TO NEW CONSTRUCTION I I I I I I + + TYP. 8 O SEEPAGE BED TREE OFFSET: 10'-0", PER + ;, AGHD Copyright 2017 Z 1 I I I I I I + (+ P, G 5TORMWATER DRAINAGE SYSTEM, SEE All rights reserved. Reproduction or use in any form o CIVIL PLANS or by any means without written permission of 2 U7 Breckon Land Design,Inc.is unlawful and subject to 0 i P� 5 FENCE: 4'-0" TALL, PER DETAIL 2/L1.04 criminal prosecution W J l✓ TY LINE. + + / O PRIVACY FENG TO E3E D 6 O'ON oTALL VINYL PER a + O DETAIL 5/L1.05. TO BE PLACED ON a (;�1 / PROPERTY LINE o ,� / O PATH: 14-0 R WIDE, PE CIVIL PLANS a + + (n + ALIGN AND SMOOTHLY CONNECT TO z ' ( 1 O EXISTING STRUCTURE: PATH, CURB, FENCE, w + + �_ ETC. + o + w 10 H I I I I I I + EN 6 z I I 1 I I I I + + o N ' 20 19 18 ;++ + aP 13 o w + + (+�+ 0q1 CO < t BLOCK 6 Ic + 1 I I P� I I I PI I PI i + Q • zz c W+ + + 1 ++ + + 1+ + + + _ Q + + +P + O s P 0 I 4 - z O Q I I I ,rtt T6 ' � ' / � 0 Q CD — J F > z I � w W C) Q &+ 6 I — 0— Q I� LANDSCAPE PLAN - AREA TWO CD Er U N 30 0 30 60 CIO 0 w CD ■ E -6 SCALE: I"= 30'-0" CO 5 PLANT SCHEDULE L QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES USDA CLASS L o STREET TREES QJ 48 AP Acer X platanoide5 'Warrenred Pacific Sunset Maple 2" GAL B$B 50' x 25' W 4 - 8 11 25 FP Fraxinu5 penn5ylvatica Vatmore' Patmore Ash 2" GAL B$B 45' x 55' W 4 - a 11 7 LT Liriodendron tulipifera Tulip Tree 2" GAL B$B 50' X35' W 4 - 9 III 13 T& Tilia cordata 'Greens ire' Greens ire Ash 2" GAL B$B 50' x 50' W 4 - 6 11 (I� D U ORNAMENTAL TREESCID 3 A6 Acer ginnala 'Flame' Flame Maple 2" GAL B$B 20' x 20' W 2 - 8 I 5 M5 Malu5'Perfece Purple' Perfect Purple Groba Ie 2" GAL B$B 20' x 20' W 4 - a I CONIFEROUS TREES �W�W Q 2 PN �Pinue, nigra Austrian Pine 6' - 7' B$B 60' X 25' W 4 - 5 c c° °w s, LLLLUO ILZF 4 PP Picea un es Fat Albert Fat Albert Blue Spruce 6' - 7' B$B 40' X20' W 2 - 8 \� Wmao°oF SHRUBS/PERENNIALS/ORNAMENTAL GRASSES .� �� N ZV0WZ03 Q y2 F�1�GC 0 40 GA Galamagro5ti5 x acutiflora 'Overdam' Overdam Feather Reed Grass 2 gal 5' x 2' 4 - 8 00 ` a° aEZE C 28 G5 Gornu5 5ericea 'Ke 15eyi i' Kelsey Dogwood 5 ga l 3' x 3' 2 - 6 a z 0 w ° 3CI EP Echinacea purpurea 'Magnus' Purple Goneflower I gal 3' x 1.5' 3 - 8 V 0 21 J5 Juniperu5 5copulorum 'Skyrocket' Skyrocket Juniper 5 gal 20' x 3' W 4 - a 1-7 PpPh 5ocar 6' X 5' W 2 - 8 u5 o ulifoliu5 'Monlo' Diablo Ninebark 2 al REVISIONS 1 y p p g No. Date Description 30 RG Rhue, aromatica 'Gro-Low' 6ro-Low Sumac 5 pial 2' x 4' W 3 - Cl ( 1 0 v 0 CID PROJECT NO.: CS) ]J Q E BFIADY GLADE DR E 8HADY OLENN DR 17063 B PHASE\2 PHASE i DRAWN BY: z SL, AJ co \ CHECKED BY: O E a BOW CANYON DR q, JB U " DATE: a Q; PHASE 3 5/3/2017 8.CHIMNEY HOCK WAY O SHEET NUMBER O Q T A X T KEYMAP _Q L1.02 Ll- N 500 0 500 1000 1500 Q SCALE: I"= 500'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 'A' 'A' OF % o& g��gITZ 0 aaa A = LENGTH, AS SPECIFIED OR PER PLANT SCHEDULE m EXT. PY CAP 72" MAXIMUM SPAN (STD. ON) Q B = 853o OF 'A' N M o -105 6 4s, 0 (2)_I HORIZONTAL � o + Z HOLLOW STEEL oaa�'Ij i � o°moo RAILS I�PLAD WITH M o°0O000o�o00 0 000 �o FINISH RDE PE PLANS LOCK R G. zPLAN VIEW w o z 2"X2" TUBULAR STEEL GROUNDGOVER PLANTING PER PLANTING SUPPORT PICKET 6'O.G. 7/8" U—GHANNEL PLAN I/2" HOLLOW STEEL REMOVE TOUNGE ON ONE10*1 Q o E N ° M " FINISH GRADE SIDE OF PANEL TO SIT w v ° N MULCH, PER PLANS, 3 DEPTH OVER FLUSH AGAINST POST m c m � fD o M ° ENTIRE BED. DO NOT COVER CROWNS OF -0 CU n 3 o w 11 - PLANTS m ¢ E ._ 0 cb pp cD - w (U-I" HORIZONTAL `� E - C0 ° `u w L L rA 01 E -� m - HOLLOW STEEL a v °° M p -�A/�A/�A/�A/�A �A/�A/�A �A �A/�A/�A SPLIT ALL ROOT BOUND ROOTS WITH 3 -7/5" x 6" T$G PICKET 0' cc o g ° a Co N o v o � � � � ��/��/��/��/��/� �� EG2UAL SPACED VERTICAL GUTS. o o z = w rh ._ Cu A���A�� ��A��V���A�%>�%����, I I/2" x 5 I/2" RAIL V c� wL c� 3 � Lm o 1 TILL SOIL TO A DEPTH OF I2", BAGKFILL CONCRETE FOOTING ' ' ' ' ' ' 3 " co w WITH APPROVED TOPSOIL AND SOIL _ 10 AMENDMENTS, AS SPECIFIED. 6'-0" O.C. 6" v L DEWITT PRO 5 WEED BARRIER FABRIC NOTE: \ -11II - III 5" SCE. VINYL FENCE POST SECTION OR APPROVED EQUAL I I I I III1 a I. ALL FENGING, IF CONSTRUCTED BY THE LOT OWNER, SHALL BE IN ACCORDANCE WITH THIS -III-III III- o SUBGRADE DETAIL. `n N SET FINISH GRADE AS , NOTES: 2. CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE I I =11II a SPECIFIED ARCHITECT BEFORE INSTALLATION. WROUGHT IRON GATE TO BE PAINTED WITH ELEGTRO W I. ALL GROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR 1 - z Ll PATTERN. STATIC, PAINT - COLOR AS DIRECTED BY OWNER. L 1-1-1 a L U 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDGOVER BEDS. WROUGHT IRON FENCE NOTES: 11 CONCRETE FOOTING AS o 4 LJJ I. FENCE DETAIL IS FOR REFERENCE -III SPECIFIED LU PERENNIAL & G R O U N D C O V E R Scale: /2 = 1 -O ONLY. PROPOSED FENCE SHALL 5" MATCH FENCE IN PHASE ONE AND 6" AGGREGATE BASE o K NOT TO SGALE TWO. 3 1/2" 3 1/2" COMPACTED SUBGRADE ' L1J 3" DEPTH OF MULCH AT 2. INSTALLATION TO BE COMPLETED z z PLANTING PLANTER BEDS IN ACCORDANCE WITH J $ MANUFACTURER'S SPECIFICATIONS. w = KEEP GROUND LINE SAME AS NURSERY LINE U o REMOVE ANY PLASTID, BURLAP, NAILS, OR = - VINYL FENCE PANEL WHI{GHFMAY LIMIT ROOT GROWROOTBALL c,� _ y� =III-^`� o - 8 w III _III -III- _III Scale: NTS Copyright CO 2017 CONSTRUCT 2" EARTH BERM TO FORMA APPROVED TOPSOIL AND SOIL all rights reserved. Reproduction or use in any form w or by any means without written permission of 2 AMENDMENTS AS SPECIFIED Breckon Land Design,Inc is unlawful and subject to 0 WATER RETENTION BASIN, FILL BERM WITH FINISH GRADE J MULCH, AS SPECIFIED GUT EDGE criminal prosecution PER PLANS w w a MULCH, PER PLANS, DEPTH OVER ENTIRE PLANTER BED CUT EDGE BED. DO NOT COVER CROWNS OF PLANTS PLANTER 5= PROVIDE DEWITT PRO 5 WEED BARRIER (TYPICAL AT TREES IN TURF AREAS) NOT TO SGALE Y FABRIC OR APPROVED EQUAL o PROVIDE COMMERCIAL FERTILIZER TABLETS MULCH, PER PLANS co = AND BIOSTIMULANT, AS SPECIFIED, FOR EACH RADIUS a - SHRUB o w BAGKFILL WITH APPROVED TOPSOIL AND FINISH GRADE, PER H WIDTH OF SOIL AMENDMENTS, AS SPECIFIED. BAGKFILL r i PLANS 6" FOOTBALL 6" IN 6 LIFTS, WATER EACH LAYER, DO NOT TAMP OR OVER COMPACT. -77 ('�I NOTE: CONSTRUCT 6" MOUND OF TOPSOIL 4"x 5" EXTRUDED ` �' rn CONCRETE EDGING v ' I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. w 2. APPLY SPECIFIED PRE—EMERGENT PER MANUFACTURER'5 RECOMMENDATIONS TO ALL APPROVED TOPSOIL GROUNDGOVER BEDS. AND SOIL � _J o SHRUB PLANTING AMENDMENTS As co LL 2 SPECIFIED - '"' NOT TO SGALE 5"I O W " G SUBGRADE COMPACTED � WHEN PRESENT: BUD = w POINT (A MINOR ROOT FLARE/GOLLAR (SWELL I N6 AT EXTRUDED CONCRETE O CROOK IN THE TRUNK SOIL LINE WHERE STEM TISSUE 6 NOT TO SGALE 0 z 1 JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO EDGING - y SOIL LINE) TO BE BE AT SOIL LINE. APPROXIMATELY /2" I PREVAILING WIND O < W ABOVE THE SOIL ROOT PROBE DIRECTION LINE Q 0— ` WHEN PRESENT: BUD CD _ POINT (A MINOR ROOT FLARE/GOLLAR (SWELLING AT Q SOIL LINE CROOK IN THE TRUNK F N REMOVE DEAD/DAMAGED BRANCHES JUST ABOVE THE SOIL LINE WHERE STEM TISSUE TRANSITIONS INTO ROOT TISSUE) TO V AND PRUNE TO INTERNATIONAL SOIL LINE) TO BE BE AT SOIL LINE. Q ' A SOCIETY OF ARBORICULTURE APPROXIMATELY I /2" 4g PREVAILING WIND u, STANDARDS; IMPROPERLY PRUNED ABOVE THE SOIL ROOT PROBE _���j y DIRECTION TREES (AS DETERMINED BY THE LINE wka I ,;r = m r LANDSCAPE ARCHITECT) SHALL BE HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT BE 2" MAXIMUM REMOVE MAIN LEADERII 501E LINE a�" y 's40 z BELOW SOIL LINE. N ,z �- REMOVE DEAD/DAMAGED BRANCHES (� UTILIZE SOIL/ROOT RUBBER CINCH TIE Y -�,��` AND PRUNE TO INTERNATIONAL CD Er Q PROBE AROUND �c� - ' ' SOCIETY OF ARBORICULTURE O W TRUNK (APPROX 1"-2" 2"x 2" HOOD STAKE (LENGTH AS 'f't 'C STANDARDS; IMPROPERLY PRUNED E AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE ��V J ,H� TREES (AS DETERMINED BY THE r n TO LOCATE HIGHEST FOOTBALL. SEE NOTE I. SET STAKES �Jg- = ` LANDSCAPE ARCHITECT) SHALL BE v HIGHEST ROOT SHALL �s_ REMOVED AND REPLACED. DO NOT o ROOTS. C° PARALLEL TO PREVAILING WIND. BE 2" MAXIMUM -, X iY �' REMOVE MAIN LEADERII n, BELOW SOIL LINE. '`~JY� rot✓1iA RUBBER CINCH TIE o o REMOVE TREE WRAP TRUNK fizz .- Q U PROTECTION AFTER INSTALLATION UTILIZE SOIL/ROOT ,, ��I r J PROBE AROUND '' �, 'yn > wo CONSTRUCT 2" EARTH BERM AT EDGE N� - 2 x 2 WOOD STAKE (LENGTH AS 0 v TRUNK (APPROX I"-2" \ '1 a.�" 2' �� " " z OF ROOTBALL, FILL TREE RING W/ AWAY FROM TRUNK) -a°ice .f �� REQUIRED)-DO NOT PENETRATE cwn TO LOCATE HIGHEST Y`>1 �'tR�c'� FOOTBALL. SEE NOTE I. SET STAKES r n m MULCH, AS SPECIFIED. ROOTS. rr PARALLEL TO PREVAILING WIND. v J 0 0 3" THICK MULGH LAYER, KEEP MULGH o I-__ 3" AWAY FROM TRUNK. i r'= i.Cy�h„`' REMOVE TREE WRAP TRUNK v U REMOVE BURLAP, gd _ PROTECTION, AFTER INSTALLATION z TWINE, AND WIRE o FINISH GRADE "'_ 2. � BASKET FROM TOP w REMOVE BURLAP, CONSTRUCT 2" EARTH BERM AT EDGE COMMERCIAL SLOW RELEASE OF ROOTBALL, - V��A��A� ��A� V ��AV� TWINE, AND WIRE � r ��, ��� OF ROOTBALL, FILL TREE RING W/ REMOVE ALL NAILS, Q w /jam/jam/j j�/� /jam// //�/jam/j FERTILIZER TABLETS BASKET FROM TOP � _ �'� �- a MULGH, AS SPECIFIED. o TIES, AND PLASTIC A \ \ \/ / /�A/�A A \ OF ROOTBALL, w LL w � � r ,r'ps �r �r,, Z w W FROM ROOTBALL. IF SIDES OF HOLE ROUGH $ UNEVEN REMOVE ALL NAILS, _ 0o w o v Aso '�"� 1��` "�` ' a o x w cn 3" THICK MULGH LAYER, KEEP MULGH °a ui W z F SYNTHETIC BURLAP IS TIES, AND PLASTIC N o z ' 3" AWAY FROM TRUNK. BAGKFILL WITH APPROVED TOPSOIL FROM ROOTBALL. IF c J N \\ z w LL Z W I- UTILIZED TO WRAP AND SOIL AMENDMENTS AS SYNTHETIC BURLAP IS FINISH GRADE " HOW O W- n 0 THE ROOTBALL, IT o Z _�R z� SHALL BE SPEGIFIED. BAGKFILL IN 6" LIFTS, UTILIZED TO WRAP w ��� W a F a W W WATER EACH LAYER TAMP � � � ���� COMMERCIAL SLOW RELEASE 00>c `o COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH THE ROOTBALL, IT V�V�V� �V !`� REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL SHALL BE w ���/���/���/ /���/�� �� �� / //�//��//� FERTILIZER TABLETS �a o Z W L C BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, COMPLETELY vwi �� ���� /� ,;������ ������ z W BURLAP SHALL BE DO NOT OVER GOMPAGTII REMOVED. ONLY -III O 5' MIN. DIA. > SIDES OF HOLE ROUGH $ UNEVEN TREE RING LEFT ON THE BOTTOM BIODEGRADABLE REVISIONS OF THE FOOTBALL. SET ROOTBALL ON NATIVE, BURLAP SHALL BE BAGKFILL WITH APPROVED TOPSOIL No. Date Description _ AND SOIL AMENDMENTS AS J UNDISTURBED SOIL LEFT ON THE BOTTOM �I I p v NOTES: OF THE ROOTBALL. SPECIFIED. BAGKFILL IN ii LIFTS, o WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED 5TRAIGHT AND THAT THEY REMAIN STRAIGHT SOIL EVEN W/ TOP OF ROOTBALL, Q) . .FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. 5' MIN DIA TREE RING DO NOT OVER COMPACT!! ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. PROJECT NO.: 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY SET ROOTBALL ON NATIVE, 17063 C) THE LANDSCAPE ARCHITECT BEFORE PROGEEDING. UNDISTURBED SOIL NOTES: z B 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION DRAWN BY: OF PLANT MATERIAL. I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO SL AJ O 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF ' FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING CHECKED BY: SLIPPAGE. SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. JB 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE DATE: 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE LANDSCAPE ARCHITECT BEFORE PROGEEDING. n ARCHITECT IMMEDIATELY. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF 5/3/2017 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT PLANT MATERIAL. O o BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. SHEET NUMBER O Q REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. T A 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT Ll-05 o IMMEDIATELY. tz DECIDUOUS TREE PLANTING 7 CONIFEROUS TREE PLANTING 3 NOT TO SGALE / NOT TO SGALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 '_14 6 - - 1 1 1 1 III I I , 0000c000❑❑❑0�0� 6 PlR PlR _ _ _ -0- C o 0 12 PVC WR- $ - - 6°PIR - 6"pl _ I _ -x� �=X X oogip�glTz c 0 , Q S7T t4 A BLOCK 11 w °° 1 I I I a I I I I I I �" -1P5 6 off ko 12 13 z I I I I I I I I I w a I �pOOt f1� i S} l � ObJO a 7 F m I 10 0 z J w `n M OkN BLoWOFFO O I I o L rn ? � N � � o o I I �, o I I I I I o c 3 o w 0 14 _ W W s L -a E .� a, � c'oMM C w � 1 J) E ❑ C Y CEO w t ED -0 _ �S �e�� 11 Diet® 8'� (� (� w -CL m a o N z c o s BLOCK 9 _ E. SHADY GLADE DR. J w J 3 Ca -, to o �G -15"S � I 3 I a co 3' o ® W=w 11 _ - _ LL - - ZIZ • • z L a^sw J-J BLOCK 11 o N 15 QQ CID II I I I I I I 0 z O I II I I I I I I I I ° 10 , I F I I R59 I m o / I I R 12 Soo z K i \? I III I I I I I I I eel U 1 ~ XI I 22 I I I I 19 I I I w BLOCK 6 �O I I o ' 17 D6 T T =4T\ \ v \+ Copyright CO 2017 N z All rights reserved. Reproduction or use in any form o 1 or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J \ D52 $-18 $'f8 criminal prosecution. 10 \ \ $74 \r\ 9 J° 9 BLO KI6 / / o ` 5'S 1515 \ 25 $ B 14 15 8 z 19 e- 9 10 11 12 13 14 15 w �Q 5'SW 38' ROW z 0 BLOCK 6 LL H \ 1XX \ \ / / S58 \ t o z ED ✓ 7 < tSWur, 6 o 2 / BLOCK 6 y 7 i� g„ W g„ W 8„ W 8„ W " Q I \ / S. BOW CANYON OR. y � ` V o \ SS SS SS r w ��. - _ O co w G � 00 27 / 3 � O r n � z z - 613/ 0 C) < 871 I I \ / S56 0 28 � � / / S Sr � 7 6 5 3 2 1 � S � � / ZGOz � 5 � F / s� BLOCK 10 � � - - w Q 0 4 4 - - - - - - - - - - � � W < 4" 4" P q�� P 41 p 4„ P � C p E c) OVERALL IRRIGATION PLAN Lu T N 50 0 50 100 150 0 O SGALE: I"= 50'-0" IRRIGATION NOTES DRIP IRRIGATION NOTES SYSTEM OPERATIONAL NOTES CAUTION NOTICE 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 50 G.P.M. MYLAR AND IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO 1. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR WITH 55 P.S.I. AT THE SOURCE AND 45 P.5.1. AT THE HEADS. FINAL PAYMENT. IRRIGATION SYSTEM, NETAFIM TEGHLINE HGNXR-RW OR APPROVED EQUAL. SYSTEM OPERATION: ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4" DIAMETER. 18. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN ALL TREES IN THE NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL. THE (BASED ON H15TORIGAL CLIMATE) RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, W CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO BE RELIED I� 3. CONNECT ALL ZONES TO EXISTING CONTROLLER LOCATED SUB THE POOL HOUSE EVERY DETAIL FORA PERIOD OF ONE YEAR FROM THE DATE GU ITS MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: CONTROLLER SETUP: ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL v o BUILDING IN LOT ONE, BLOCK FIVE, SOUTHERN HIGHLANDS SUB NUMBER ONE. ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN 4. CONTRACTOR TD VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. A. AN INLINE EMMITTER DRIP LINE TUBING SHALL BE USED. THE EMITTER A, C�T&LINCv lt:C,HNlUIJt: WILL tat= USED FOR APPLICATION OF WATER, EACH UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO U ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING Ir-1. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND 5PAGIN6 SHALL BE EIGHTEEN INCHES (18 ) AND THE EMITTER FLOWS ARE STATION RUN TIME WILL BE APPLIED WITH THREE (5) DIFFERENT START TIMES. REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE CID TO BE .55 G.P.H. LATERALS SHALL BE SPACED AT EIGHTEEN INCHES RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. THEREFORE STATION RUN TIMES REFLECT ONE THIRD (1/3) THE TOTAL 5. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, 20. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE (18") APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. MECHANICAL, AND ELECTRICAL EN&1NEERING SHEETS. QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF B. A MANUAL D15G FILTER SHALL BE INSTALLED ON EACH ZONE SEE # # �+ NIGHT. SET CONTROLLERS FOR START TIME I AT 7:30P.M., START TIME 2 6. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE LEGEND FOR MODEL NUMBER. THE FILTER SHALL BE INSTALLED IN . �+ a c W y CONJUNCTION WITH AN ELECTRIC REMOTE CONTROL VALVE AS SPECIFIED AT 12:OOA.M., AND START TIME #3 AT 5:30A.M. EXTEND WATER WINDOW IF c o x c w SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. " � a ui~LL ZIP REQUIRED TO MEET PEAK WATER REQUIREMENTS. 7 ��� y °a ��J . ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. 21. IRRIGATION CONTRACTOR SHALL MAKE NEGESSARY MINOR FIELD ADJUSTMENTS (SIZE AS NOTED ON SCHEDULE). THE FILTER SHALL INCLUDE 120 MESH m c APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT DISC, FILTER RINGS. SEE DETAIL. INITIAL STATION RUN TIMES: o'l FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED LOCATIONS TO FIT THE A5-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS G. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. M�/ n Z 1 z� �r//VV // �a��Qom AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL INSTALL WITH COLLAR. SEE DETAIL II/L2.05. DRIP ZONES: SHRUBS - 10 MINUTE CYCLES. (8 CYCLES MINIMUM.) 00>0 No 42ZE o STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ENSURE HEAD TO HEAD GOVERAGE. D. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (69 SOIL SPRAY ZONES: TURF - 5 MINUTE CYCLES. a 3 vo w C Q ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE 22. IRRIGATION PIPING LAYOUT IS SCHEMATIC,. WHERE LINES ARE SHOWN BELOW STAPLES EVERY 3'-5' PLUS TWO ON EACH TEE, ELBOW OR GROSS. ROTOR ZONES: TURF - 15 MINUTE CYCLES. -l? w O OF PAVEMENT. PROVIDE COMPACTED BAGKFILL AS NECESSARY AT HARD PAVEMENT ADJAGENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE 2. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE SURFACE LOCATIONS. LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE BEFORE SYSTEM BALANCING: - 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED 23. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. PROGEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK A5 THE SYSTEM OPERATES SOME ZONES WILL BE WET WHILE OTHERS ARE No. Date REVISIONS Description FOR THIS WORK. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS TO BE DONE. NO CHANGES IN MATERIAL SPECIFIED OR TO THE DESIGN OF a. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER. VERIFY TYPE OF METER PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DRY. ADJUST ONLY THOSE STATIONS WHIGH REQUIRE ADDITIONAL OR LESS v 0 AND INSTALLATION REQUIREMENTS WITH MUNICIPALITY OR WATER DISTRICT. 24. IRRIGATION CONTRACTOR SHALL USE THE MANUFACTURER'S APPROVED PRESSURE LANDSCAPE ARCHITECT. WATER. FOR EXAMPLE, IF STATION TSI, A 15' TURF SPRAY ZONE IS ALWAYS 0 10. IRRIGATION GONTROLLER(5) ARE TO BE LOCATED AS SHOWN ON THE PLAN. REGULATING MODULE AS SPECIFIED TO ADJUST ZONE OPERATING PRESSURES TO 3. ALL PVC, LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DRY, CHANGE THE STATION TSI RUN TIME FROM FIFTEEN (15) MINUTES TO CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN AN AVERAGE OF 30 P.S.I. IN SPRAY ZONES AND 45 P.S.I. IN ROTOR ZONES. MINIMUM DEPTH OF TWELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIXTEEN (16) MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED 25. ALL MAIN LINE FITTINGS SHALL BE LEEMGO DUCTILE IRON PUSH ON TYPE UNLESS SIZING NOTES ON THIS SHEET.) MOISTURE CONTENT IS ACCEPTABLE. USE NOZZLE GHAN&E5 OR NOZZLE L.L SGREW ADJUSTMENTS TO ADJUST NET AND DRY AREAS WITHIN A ZONE. E SwwY a�noe oa E 61 o4N oft CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS NOTED FOR LATERAL SERVICE. 4. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS t PROJECT NO.: THROUGH APPROPRIATE SIZED CONDUIT. 26. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND PHASE 2 PHASE 4 B C) 11. ALL HEADS ARE TO BE 4" POP-UP IN LAWN AREAS AND 12" POP-UP IN SHRUB AND REMAINS OPERABLE DURING CONSTRUCTION. INSTRUCTIONS FOR 17063 MAINTENANCE OF THE DRIP SYSTEM. E � `� GROUND COVER AREAS. IRRIGATED AREAS GONTAINING VEGETATION WHIGH 27. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE IMMEDIATELY 5. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE DRAWN BY: z POTENTIALLY MAY IMPEDE PERFORMANCE OF A 4" POP-UP SPRINKLER ARE TO RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED WITH NEW PRODUCTS OF IRRIGATION SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE PRESSURE IRRIGATION SYSTEM �. &BOW CANYON DR SL AJ BE REPLACED WITH A 12" HIGH POP-UP SPRINKLER. EQUAL OR GREATER VALUE BY THE IRRIGATION CONTRACTOR, AT NO EXPENSE TO THE HEALTH OF ALL PLANT MATERIAL. BURY DRIP LINE AT 5" MIN. BELOW �' O 12. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, THE OWNER. GRADE, SEE DETAIL 10/L2.05. LOCATE DRIP LINE TO OBTAIN COMPLETE CHECKED BY: AND MANUFACTURER'S RECOMMENDATIONS. 28. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY GRADING GOVERAGE OF PLANTER AREAS, SEE DETAIL a/L2.05. REFER TO NOTES, NON-POTABLE WATER NOTES PHASE 3 JB U 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT OPERATIONS TO ENSURE HEAD TO HEAD GOVERAGE AND TO BE FLUSH WITH NEW SPECIFICATIONS, AND DETAILS FOR ADDITIONAL INFORMATION AND u� TO THE SURFACE AS A RESULT OF TRENGHING OPERATIONS. FINISH &FADES. REQUIREMENTS. I. ALL VALVE BOXES, QUICK COUPLER VALVES, SPRINKLER HEAD GONERS, 8 CHIMNEY ROCK WAY DATE: _014. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR 2oi. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE 5 3 2017 AND AUTOMATIC CONTROL VALVES SHALL BE PURPLE TINTED \ ADDITIONAL REQUIREMENTS. ARCHITECT. IDENTIFICATION MATERIAL, MARKED WITH "DO NOT DRINK" WARNING. \) Q 15. ALL 24 VOLT POWER WIRES SHALL BE #14 AN& COPPER. ALL ABOVE GROUND 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS. TAPE SHALL BE 2" 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVG CONDUIT. ONE POWER WIRE SHEET NUMBER O Q SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL WIDE, METALLIC RED NO PURPLE IN COLOR, WITH THE WORDS DANGER - �F PHASE 1 T A UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG THE ED COMMON WIRES SHALL BE #12 AN& COPPER. ALL 24 VOLT WIRES SHALL BE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN SIX INCHES (6") K E Y M A P °' -- L2.00 X TAPED TOGETHER AT TEN FOOT (10'-O") INTERVALS. AND EIGHTEEN INCHES (18") BELOW THE SURFACE, DIRECTLY ABOVE THE Q 16. INSTALLATION SHALL COMPLY WITH ALL NATIONAL STATE AND LOCAL LAWS AND N 500 O 500 1000 1500 o ORDINANCES. TOP OF THE PIPE. Q 17. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING ON ■ SCALE: 1"= 500'-0" 1 12 1 3 1 4 15 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 6'PlR 5 6'PlR 5 00�000000c�o 12PVC - - — - - B 2 — 2 B - - - - - - - - — — — CALLOUT LEGEND of \�oo O �2 Pl/C g 8 \ � R � � 00°°5`��g,ITZ g��'p 876 B I 8 8� Pi Pi Pi Pi O INSTALL SADDLE TAP SIZED TO MATCH EXISTING PRESSURE IRRIGATION LINE IN THIS APPROXIMATE LOCATION, FIELD VERIFY. CONNECT TO NEW 3" or, Ho B 8 MAIN LINE AND 2-WIRE CONTROL WIRES PER PLANS. SEE DETAILS off Uo 8 6/L2.06, 4/L2.05 AND CIVIL PLANS FOR ADDITIONAL INFORMATION S -1i65 6 E, o O a e I i B INSTALL SADDLE TAP SIZED TO MATCH EXISTING PRESSURE IRRIGATION � Z Q 8 I I I O LINE IN THIS APPROXIMATE LOCATION, FIELD VERIFY. CONNECT NEW °0000�❑Oo❑�0 0000 12 211 8 I I B REMOTE CONTROL VALVE, SEE DETAIL. CONNECT TO EXISTING 2-WIRE Q W g 211 RUN PROVIDE DECODER PER PLANS. LOCATE SPLICE IN SEPARATE c� d 8 Iq Z_ 11 g VALVE BOX, SEE DETAILS 2 AND 4 L2.06 AND 14/L2.05. REFER TO CIVIL o 8 a g PLANS FOR ADDITIONAL INFORMATION. w 7 Q B I LU m II EXTEND EXTRA WIRES TO THIS POINT, GOIL APPROXIMATELY 24" LENGTH o E (� o M 8 11�411 ���{ 8 1 I I O OF EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. �` o N aa) 8 8 ? CJ ° N � a 8 I J III 8 1 I 1 INSTALL 'RAINBIRD' OPERATION INDICATOR STAKE AT END OF DRIPZONE � al �, W g m ° U) B O LINE TO ENSURE PROPER FUNCTIONALITY, SEE DETAIL 7/L2.05. p L E Sc � Cu o M � 0 w 8 I 8 m a o O c o N _ II 8 IRRIGATION MATERIALS SHOWN IN PRIVATE LOTS AND PAVEMENT AREAS .9; a� Y Im 0 B III I 8 O ARE FOR GRAPHIG CLARITY ONLY. LOCATE MAINLINE AND ALL a 2 s ° ii L N o v o w w ._ m O Z —0 (3 _ 8 B ' A550GIATED IRRIGATION EQUIPMENT IN ADJACENT LANDSCAPE AREA. o .a 3 n c °o a 8 I I 8 SEE SLEEVE LOCATIONS FOR ACTUAL PIPE GRO551NG5 UNDER v J w` ` J 3 - c O01,64WOFFO — — i 1 I I 1 HARD5GAPE. ' ' ' ' ' 3 " a _`� LL g _ c O B \ e 1 I 1 O GAP MAINLINE IN THIS APPROXIMATE LOCATION, ENSURE A WATER TIGHT B _ • • w B FITTING, SEE DETAIL 6/L2.05. o L B \8 \ 8 sA O 2 I I V I I m O 14 g \\ BA�Q S' 8 —8—-8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 8 8 IRRIGATION MATERIAL LEGEND 8 <� m MONITOR 8 \g BA,g— $— SYMBOL DESCRIPTION (, B— 8--8-8 8-8-8-8—g-8-8-8-8-8 8-8—B-8-8-8-8-8-8-8—B-8—B—B-8—B-8-8—B-8— 0 15 Ce 11 8 �\ I 1 V411 8A E. SHADY GLADE DR. 15 12 10 8 8A 8A 'HUNTER' PRO-SPRAY (PR05-04-GV) POP-UP BLOCK 9 8 8 �r + e O O SPRAY SPRINKLERS WITH CHECK VALVE OPTION, O N I L 15 S II/ SEE DETAIL 2/L2.05. NOZZLE AS INDICATED, USE z BA 2" V " ADJUSTABLE NOZZLES WHERE NECESSARY. o K �G 8—&-8-8_8-8-8-8-8-8 8-8-8-8—B-8 8 8-8-8-8-8—B-8-8 1 8-8-8—B-8-8-8-8-8- F °1 — — -- 8A 8A 35 30 25 'HUNTER' 1-20-04 SERIES POP-UP ROTOR - - B 8A BA 8 B e B 8 8 8 8 8 B 8 8 B e 8 B g 8 8 8 B 8 8 8 8 B All All All AL B B 8 B 8 8 8 0 0 0 0 SPRINKLERS, SEE DETAIL 3/L2.05. NOZZLE A5 I I F 4"SLV I ND I GATED ON PLANS. 8 B g SAIc 8 81 88 30 O 30 411 'HUNTER' IGV-DG-FS-R-AS-ADJ AND 'NETAFIM' I" II 8 II C 8 ' 2 II IS75 I �01 VALVE (AT DRIP ZONES), ELECTRIC REMOTE IIII// IIII// II CONTROL VALVES PER DETAILS 2/L2.06 $ V2 / V4 O 30 I 1 J1 4/L2.06 SEE ZONE SCHEDULE FOR VALVE SIZE. Copyright CO 2017 Z 8 � 8 30 30 �� IRRIGATION CONTRACTOR SHALL ENSURE ALL p v w All rights reserved. Reproduction or use in an form o I I I W CONTROLLER OPTIONS AND ZONES ARE FULLY or by Lanyan means without written permission c 8 8 B 8 I I 'lll Breckon Land Design,Inc.is unlawful and subject to c OPERATIONAL AFTER TRENGHING HAS FINISHED. criminal prosecution. J \ I 8 e „ 30 I U) COORDINATE AS REQUIRED. 8 8 I30 14i 1 x Ir W HUNTER' REMOTE CONTROL VALVE LABEL (5 = a D4 R5� V�4" 3o I I I v)1 R3 TURF SPRAY, R = ROTARY SPRAY, D = DRIP). II \ 10 e g 11 8 e I I I wl i SCHEDULE 40 SOLVENT WELD PVC, LATERAL LINE, �, ® R56o i 8 B 8 I211 30 I I R59 1z 1�4 SIZE AS INDICATED ON PLANS. PROVIDE ONE (I) 30 KING DRAIN AUTOMATIC DRAIN VALVE AT LOW w 8 g 8 8 POINT OF EACH LATERAL ZONE, SEE DETAL 2 2 2 - - 4 '— g / 8 35 i 35+ I Q 13/L2.05. z 70 30 o PI + 5 5 % 30 35� 30 8 III 211 I R58 3" GLASS 200 GA5KETED PVG MAIN LINE SEE w10 I"I \ I I/ \\ 8 8 `� 11 I I 1 DETAIL 13/L2.05 AND 3/L2.06. z + �•. 30 V411 \\ 30 B 8 8 8 I 30 \ \S \ 8 / BA � / 35 35 8 I 30 � I I � 1 = _ _ _ _ _ _ = SCHEDULE 40 IRRIGATION SLEEVE, SIZE AS o / \ 8 30 I I 6" SLV INDICATED ON PLANS. (Provide an additional 2" O 9 \\ 30 8 Q I sleeve at Gill main line sleeve locations for control r n \ B �\ v/ w \ II 1�411 B / ��.\ BA I 22 wires.) + $ w \+ \3� 30 8 8A I 111 30 GRAY SCHEDULE 40 PVC, FOR ELECTRICAL N Q a \+ \\ 8 e/�`^ 8 �8A ,•�j 30 I 30 P` I I COORDINATE ITH CONTROL HIRES, IEL.ECTRICALZE AS �TED ON PLANS. W > g g ■ o 30\ 30 g 8 /B/S \$ $/ 4 I i' �` I D5 I I ® LEEMGO GATE VALVE OR APPROVED EQUAL, SIZE Q F Ci ` \ 5 \ /8 / 30 I TO MATCH MAINLINE, PER DETAIL I/L2.06. O co 15 30 M \ / J < —— — ^ I" RAINBIRD 5NP QUICK GOUPLING VALVE W/ 21 � Z K/ \ 30 8 8 \/ 8 8 15 \ 15 1 \ III —X—� — — — �S�Ya COVER KEY, 55K-1 VALVE KEY, AND SH-1 HOSE SWIVEL \ Iy211 BA 8 $ �. 8 B +1\ ,5 1� 1 15 1 , PER DETAIL 5/L2.06. 8 \ 17 11 15 10 \ 15 O NIBGO MANUAL DRAIN VALVE SIZE TO MATCH Q \ 4 8A ��� 8 B 15\ 15 )V 11 12 4 MAINLINE, PER DETAIL 12/L2.05. O z 8 8 8 15 15 10 I 15 15� 1" ARI AIR RELEASE VALVE, SEE DETAIL 5/L2.05. r n �. Q / B 8 \0 8 8 111 1\�1I/q 11 111 5 0� 12 V V 11 15 'NETAFIM' COMBINATION TEE, SEE DETAIL 8/L2.05. z z / 8 � e 8 � 1s �4 — g 15 F / \ ` \ cr > < B /8 C 8 8 1 11 15 AS`� 12 211155 Q®Q®®® DECODERS, TO MATCH EXISTING, PER DETAILS \ I/L2.05 AND 14/L2.05. / 8 8 �B 8 8 15 8 8 8 8 8742 n 15 15 5 15 15 1 W C) C g 8� B ''` • — \ 8 ' B B 5 ` \ 15 ZONE SCHEDULE D Co O � — 8 8 �8/8 8 8 B B B S7$ 151s ZONE # GPM PSI VALVE SIZE w 0 19 B 8 8 15 L B g� 8 R56 27.5cl 45 1 1/2" 1516 O 8 \ R51 26.54 45 1 1 1/2" 151G E ® \ 8 /8� 8 8 \ / R58 55.02 45 1 1 1/2" 151(3 6 \ I I/4"8 8 /g 8 8 211 / R59 34.a4 1 45 1 1 1/2" 151G h 8 8 O 8 571 42.55 1 30 1 2" 2016 `� I/ II 8 /8 V'4 2 8 8 572 2CI.86 30 1 1 1/2" 1516 II o 8 8 8 B \ \ 573 48.17 30 1 2" 2016 \ 211 B /8� 8 8 \ / 574 33.64 30 1 1 112" 151 G 575 44.21 30 2" 201 G \ 8 8 )/411 B 8 / 576 44.21 30 2" 2016 a \ 8 s� 8 8 5-7-747.26 _ 30 2" 2016 3 \ 8 8/ 8 8 q 11 \ 26 575 47.94 _ 30 2" 2016 0 8 / \ 57cl 22.10 _ 30 1 1/2" 151G D 8 g /g/ \ 8 8 5 BLOCK 6 / 58� 48 67 _ 30 2" 2016 B O / 8 B B /� D4 14.57 1 42 1 LVGZ10015-HFHP s �5 8 8 \ D5 4.75 42 LVGZ10075-HFHP y _ 8 8 ��f 8 B \ . i3 Qd'tW w 8 8 lu 0 8 8� 8 8 / ��� � �m���°�i= g\ DRIP MATERIAL LEGEND �,� �LomULL.. o 8 B 8 / yZdi- 4 pt \ B 8 8 B QOOWO Ci NO Q2zm B \ DRIP - DRIP - i4nu 5W Z Cox 0 �B AREA FOUR AREA FIVE a z>.w M r� 8 8 8 \ ! O 872 2 8 8 8 REVISIONS q 8 No. Date Description -0 8 / 8 8 \ r- 8 A\ \ � � O 1 PROJECT NO.: B Q \ \ E SHADY GLADE PHA$E 2 E 8HMYLENN DR 17063 S/ 1 ` P / PHASE 4 DRAWN BY: z SL, AJ O CHECKED BY: \ &BOW CANYON DR. Sp U JB DATE: 0 5 3 2017 &CHIMNEY ROCK WAY O C) `, / SHEET NUMBER CD A _ KEYMAPL2.01T O IRRIGATION PLAN AREA ONE T 500 0 500 1000 1500 o N 50 O 30 60 CIO N L ■ ■ SCALE: I"= 30'-0" SCALE: I"= 500'-0" 1 2 13 4 15 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 000 CALLOUT LEGEND o °° o��°p` y �F 00 9 �gITZ 8 06 — — — — — — — — O INSTALL SADDLE TAP SIZED TO MATCH EXISTING PRESSURE IRRIGATION 1 LINE IN THIS APPROXIMATE LOCATION, FIELD VERIFY. CONNECT TO NEW 5" o a X� X X X X X X X X X X X MAIN LINE AND 2-WIRE CONTROL WIRES PER PLANS. SEE DETAILS wB —X —"C"PIR — '� — 6/L2.06, 4/L2.05 AND CIVIL PLANS FOR ADDITIONAL INFORMATION o -1P5 6 PI PI PI PI INSTALL SADDLE TAP SIZED TO MATCH EXISTING PRESSURE IRRIGATION 1 O LINE IN TH15 APPROXIMATE LOCATION, FIELD VERIFY. CONNECT NEW °GOO°oA�SCA��'o vod' BLOCK 11 REMOTE CONTROL VALVE, SEE DETAIL. GONNEGT TO EXISTING 2-WIRE °p0p�pppppp°p0° \ RUN PROVIDE DEGODER PER PLANS. LOCATE 5PLIGE IN SEPARATE \ VALVE BOX, SEE DETAILS 2 AND 4 L2.06 AND 14/L2.05. REFER TO G I V I L o PLANS FOR ADDITIONAL INFORMATION. 7 I I M OEXTEND EXTRA WIRES TO THIS POINT, GOIL APPROXIMATELY 24" LENGTH o E M OF EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. o N o c a 10 1 O INSTALL 'RAINBIRD' OPERATION INDIGATOR STAKE AT END OF DRIPZONE � C .� m m W $ m 4 LINE TO ENSURE PROPER FUNCTIONALITY, SEE DETAIL 7/L2.05. L a M w 5 IRRIGATION MATERIALS SHOWN IN PRIVATE LOTS AND PAVEMENT AREAS a) < J, E � � � � E-D O S ar13UO E Yp�70 T ARE FOR GRAPHIC, GLARITY ONLY. LOCATE MAINLINE AND ALL w N .o m a 9 o N z° o A550GIATED IRRIGATION EQUIPMENT IN ADJAGENT LANDSCAPE AREA. > � C 3 Cu o E a z SEE SLEEVE LOCATIONS FOR ACTUAL PIPE GRO551NG5 UNDER �' J ' ` J 3 ca a- Co `° ° HARDSGAPE. w • • • - ° \ OGAP MAINLINE IN THI5 APPROXIMATE LOCATION, ENSURE A WATER TIGHT FITTING, SEE DETAIL 6/L2.05. o 1 I I I I I I ,\ w II I I I IRRIGATION MATERIAL LEGEND 2 a IVV z 21 SYMBOL DESCRIPTION 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 g / o 8 15 12 10 8 8A 8A 'HUNTER' PRO-SPRAY (PROS-04-CV) POP-UP 8 8 O \ ♦ 0 C (150 (5 SPRAY SPRINKLERS WITH CHECK VALVE OPTION, W 8-8-8-8-8-8-8—a-8—B-8-8-8�8` 8 / SEE DETAIL 2/L2.05. NOZZLE AS INDICATED, USE o K ,li`}I I I I a�g a ADJUSTABLE NOZZLES WHERE NECESSARY. o E. SHADY GLADE DR. �4 \aka 8 35 30 25 HUNTER' I-20-04 SERIES POP-UP ROTOR z 15"S — „ �8 B SPRINKLERS, SEE DETAIL 5/L2.05. NOZZLE AS 1 V411 21I 15 S I 8-8-8-8-8-8—B-8-8—B-8—B-8-8-8-8-8-8-8-8-8— Ic 8 8/ II \a 8 \ 8 INDICATED ON PLANS. I I —8-8-8-8-8-8-8-8-8-8-8-8-8-8—a-8-8-8-8-8—g-8-8-8-8-8— 8-8—B-8 4 8-8-8-8-8—B-8-8� \8 8 11 'HUNTER' IGV-DG-FS-R-A5-ADJ AND 'NETAFIM' I" L-3 La a a a 8 8 8 8 8 8 8 a 8 a 8 8 8 8 8 8 8 8 a 8 a a a B a 8 a 8 8 8 a 8 a a 8 8\B\g a\ B VALVE (AT DRIP ZONES), ELECTRIC REMOTE z CONTROL VALVES, PER DETAILS 2/L2.06 ff B 8 8 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 8 8 \ Copyright C 2017 8 8 BLOCK 1 1 4/L2.06 SEE ZONE SCHEDULE FOR VALVE SIZE. O Z IRRIGATION GONTRAGTOR SHALL ENSURE ALL All rights reserved. Reproduction or use in any form o 8 8 or by any means without written permission of 2 GONTROLLER OPTIONS AND ZONES ARE FULLY C145 8 g Breckon Land Design,Inc.is unlawful and subject to 0 J I I I I O I 2 II I \g \ OPERATIONAL AFTER TRENGHING HAS FINISHED. criminal prosecution. 8 1�411 a COORDINATE AS REQUIRED. w l I I I I I I V PIS 1 as Cc) 6 8 'HUNTER' REMOTE CONTROL VALVE LABEL (5 = Cf) / PI R3 TURF SPRAY, R = ROTARY SPRAY, D = DRIP). B W Y W a 8 a a 1y4" SCHEDULE 40 SOLVENT WELD PVC, LATERAL LINE, w 51ZE AS INDICATED ON PLANS. PROVIDE ONE (I) 8 B 8 KING DRAIN AUTOMATIC, DRAIN VALVE AT LOW w z I I I I I I 8 \ G \ / \ POINT OF EACH LATERAL ZONE, SEE PETAL J I I I I I I I a 15/L2.05. o O a 8 8 Er 5" GLASS 200 GA5KETED PVC, MAIN LINE SEE O 10H Q I 8 \ 8 g �, DETAIL 15/L2.05 AND 3/L2.06. z - - - - - - - - 8 \ g — — — — — — — — SCHEDULE 40 IRRIGATION SLEEVE, SIZE AS w 6 SLV INDICATED ON PLANS. (Provide an additional 2" 8 II \ 8 5 880 sleeve at all main line sleeve locations for control ° 11 I O wires) 1 1 I I I I I \ \ \ w a 8 a 8 8 8 211 881 ———————— GRAY SCHEDULE 40 PVC, FOR ELECTRICAL TRI GAL �} ` V Q Z O CONTROL WIRES, SIZE AS INDICATED ON PLANS. Z V � w 20 19 18 16 8 8 a B 8 g 8 COORDINATE WITH ELECTRICAL. o II II < \1/ a g \ \ a 2 � B a 8 ® LEEMGO GATE VALVE OR APPROVED EQUAL, SIZE ` O G I I I BLOCK 6 I I I a \ \ 8 el 8 e 8 /a 28\ TO MATCH MAINLINE, PER DETAIL I/L2.06. (co _J < 5 8 8 /g/8 I RAINBIRD 5NP G2UIGK GOUPLING VALVE W/ 204cl T Z "o 1 8 8 5 8 8 a aria NLPN S� \ SWIVEL PER DETAIL ALV KEY, AND 5H-1 HOSE I 1 8 8 8 "s�v 8 a a�a/ LPVG z 211 V211 8 8 �$ 8 a/ O NIBGO MANUAL DRAIN VALVE 51ZE TO MATCH T PI T Q _ T aA 8A �a�A A 8A 8A MAINLINE, PE DETAIL 12/L2.05. T z a2442 O �� � �� R / 'Q 1" AR AIR RELEASE VALVE, SEE DETAIL 5/L2.05. CD Q I PI 1 I 5 'NETAFIM' GOMB I NATI ON TEE, SEE DETAIL 8/L2.05. z : �. PEGOPERS, TO MATCH EXISTING, PE DETAILS > < F �� ��� R I/L2.05 AND 14/L2.OA. ZONE SCHEDULE 00 O — � w Rz0 K 6 2 62 ZONE # GPM PSI VALVE SIZE Cl) < o O'"1 1`5 R56 27.Sq 45 I I/2" I51G \ 34 05 SSW ��••JJ R5-7 126.84 45 1 1/2" 1516 E R58 55.02 45 1 1 1/2" 1516 - - - 14 of \ R5C1 54.Q4 45 1 1/2" 151G n � IRRIGATION PLAN — AREA TWO " 571 42.55 30 2 2010 N 50 0 50 60 CIO 575 48.72 87 50 2" 2016 51 G 16 � SCALE: I - 30-O 57 G 4 33.64 30 III/2" I51 575 44.21 50 2" 2016 576 44.21 50 2" 2016 'A 5-7-74-1.26 50 2" 201G U) 578 47.14 50 2" 2016 R 57q 22.10 50 11/2" 151G v p O 580 47.94 50 2" 2016 7 581 45.67 50 2" 2016 CID D4 4.57 42 LVCZ10075-HFHP D5 4.75 42 LVGZ10075-HFHP 4 RL0W H C� yRO.C�j W DRIP MATERIAL LEGEND �`� Wma0��— °C .� �� � ZV�W Z�� 00>p�a03LU W3 NC arLZrL 0 DRIP - nu nLU C AREA FOUR AREA FIVE a i W O REVISIONS No. Date Description 0 U pC PROJECT NO.: Q E SHADY G LADE DR E SHADY GLENN DR 17063 U) B PHASE 2 PHASE 4 OR DRAWN B Y: - _ III z SL, AJ O co CHECKED BY: E 0 a BOW cANYCN DR Sp JB U DATE: CID C Q; PHASE 3 5/3/2017 O S.CHIMNEY HOCK WAY O SHEET NUMBER O Q T A X T KEYMAP L2.02 Ll- N 500 0 500 1000 1500 Q 5GALE: I"= 500'-0" 1 12 3 4 5 6 7 8 9 10 11 1 12 1 13 1 14 1 15 1 16 0000000000�0 S OF 61 g �STZ O LOCATE LIGHTING ARRESTOR 10' 12" PIA. HEAVY DUTY FINISH GRADE AWAY FROM GROUNDING ROD PLASTIC VALVE BOX off ao F WITH LOGKIN6 LID _ _ ��' -1 5 6 cw� w DBM OR DBY 1= - MULGH LINE FLUSHING N (6 1 � �� W GONNEGTOR5 AS -"' VALVE #TLSOV w 0 °o° �od�o Z REQUIRED. FINISH GRADE 0 �o°°�0IS C 00 0 o°oow 10" ROUND VALVE BOX o FINISH 6RAPE RAINBIRD LSP-ITURF IN-LINE EMITTER DRIP TUBING VALVE BOX Z I I SURGE ARRESTOR PER _ _ III-III-III= OPERATION INDIGATOR - SEE SPECS w -III-III =III-III-I PLANS GROUNDING RAIN BIRD MODEL: OPERIND I i I=I I M =1 i I=I i I_ - 1=1 1= _ III I W III—III -III—III—I W1�' _ I GONNEGT TO REBAR o N a) o M - VAN NOZZLE MAY BE SET q N b^ Q WITH TWO STAINLESS STEEL STRAPS. TO CLOSED, OR IF IT IS BRICK SUPPORTS N o o DESIRED TO SEE SPRAY (THREE) E tNn n L Z —III— = - - GAD-WELD TO U 1—U U U U E E E.N 00 CoIlh � '° w—III—III —III— GROUNDING ROD. TWO WIRE FROM THE NOZZLE, SET THE TECHLINE GV 0.€ J C�-t� 7 Z E � 0 w -III =III=III= COMMUNICATION WIRES ARC, TO Y4 PATTERN. THE O 000000 C 1-7MM TUBING a� N o❑ c o n N = —_ GROUNDING ROD FLOW FROM THE NOZZLE, 0.3 00 00 00 o r C) o c?O —III -III—III /8" x 8' COPPER r c o o .y m N o -111=11 1=1 1-1 GLAD ROD DRIVEN >= o 3 cu _ v FILTER FABRIC BARRIER GPM, SHOULD BE ACCOUNTED O O W N.-L ,° L o z = _ -------- ---- ---I -L= 8' INTO EARTH. TO ENGOMFA55 ROGK FOR IN THE SYSTEM DESIGN. 3/4 GRAVEL SUMP �rj O Covw` c� a 3 m r COCO `m o ( GUBIG FOOT) 3 u- a Co CD 0 III=III=III=III=1 -III-III III-III =1 (D LL 1=III=III=I I M I III=III=1 1=III-I -, VALVE BOX E TENSION PAVING BRIGK OR X • - • • =III=III=III=III=III=III=III=1 =III=11I I11=1I1=1I I=I III III-I AS REQUIRED Z 1I -1I1=1I1=1I -1I -1I -1I III-1I -1I -1I -1I -1I1=1I1= 2 x4 REDWOOD N °III-III-III-III-III-III-III -III III-III-III-III-III ANUAL LINE FLUSHING VALVEPAVING BRIGK OR 2"x4" am REDWOOD PLUMBED TO TUBING NOT TO SCALE , 6" DEEP PEA GRAVEL OPERATION INDICATOR Q SUMP 7 4" VALVE ° I NOT TO SCALE MARKER NOTE: TwO HIRE o GOMMUNIGATION WIRE GROUNDING RODS ARE TO ONLY BE INSTALLED PATH TO FOLLOW IN LOCATIONS NOTED ON IRRIGATION PLAN OR MAINLINE IN TRENGH 4" P.V.G. SLEEVE o K WITHIN EVERY 1,000 FEET. #4 REBAR TO EXTEND A FINISH GRADE FINISH _ _ o I -- MIN. OF 18" BELOW GRADE NIBGO I" BRASS BALL DRAIN t z D E C O D E R/ GROUNDING ROD _�1-1 1-1 - VALVE WI D T HANDLE OR - GRAVEL. -III-III APPROVED EQUAL W 1 Techllne COMBINATION TEE z I M I I III I I LL ASSEMBLY NOT TO SCALE MODEL TL075FTEE Q -I -I LEEMGO DUCTILE IRON ° -� SGH. 40 =III-III FITTINGS -III GASKETED SERVIGE TEE OR w Techline TUBING w -1 APPROVED EQUAL. 51ZE TO w DRAIN ROCK MATCH MAINLINE. Copyright�C 2017 G.F. MIN. All rights reserved. Reproduction or use in any form o LOW POINT IN MAINLINE, SIZE or by any means without written permission of PER PLANS Breckon Land Design,Inc.is unlawful and subject to 0 JI III _ criminal prosecution. w III= =III=III= = FINISH GRADE z REDUCER/ ADAPTER AS w J �-III-III REQu1RED z -I 1=1 1=1 111 III=III=III 1=III-III-_ � II-III=III INSTALL I/4" ABOVE GRADE AND w =III=III= = =1 -I l SGH. 80 NIPPLE W -I -I -I III-III= A MINIMUM OF 4" OFF WALKS I-III-III III-III-I I-I I I- Y ;III-III-III III-III-III-I AND GURBS REGTAN&ULAR HEAVY DUTY =1 I I I -I -I I I-1 I I-1 I I-1 z III-III -III-III-III= PLASTIC, VALVE BOX WITH -III-III III-III-III-III z 11=1 1-1I I 111=111-11I= AS SPECIFIED 5/4" MIN. 111=111- 1=111=111=1 1- =III-III- POP-UP SPRAY HEAD LOOKING LID, _MI __ - TRIPLE SWING JOINT -III-III-III-III-III-III-III-III-III- a iv —III- III —1 1= = - - = -1 Q 1/2" MARLEX STREET ELLS FINISH GRADE LENGTH AS REQUIRED NOTE: GO°ELL SPIRAL BARB I. DRAIN LINES MAY BE DIREGTED TO THE SITE DRAINAGE SYSTEM WHERE o H FITTINGS LINEAR LOW DENSITY APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. POLYETHYLENE SWING PIPE (12" SGHEDULE 40 PVC, LONG MIN., 18" LONG MAX) I" AIR 8 VACUUM VALVE N LATERAL LINE F Z ASSEMBLY ARI 0-040-G OR (MIN. 12" DEEP) EQUAL. PVC, TEE (5x5xT) MANUAL DRAIN VALVE W 12 0 OR 90° (SXT) NOT TO SGALE ^ w III—III—III-1 1-1 -1 1 V J =111=1 1-1 1-111-111-�11 SGHEDULE 40 FITTINGS 1-1 1=1 1-1 NO. 5 REBAR OR I SGH. 40 NOTE: Q N ^ III;III III L,III=11i II-III-III-III STEEL PIPE, WITH (2) V, w III-III-III-III- EACH GONNEGTION IS GAPABLE OF MAX 10 GPM PVC, OR POLY PIPING Q -1 1=1 1=1 1=1 1=11 STAINLESS STEEL GEAR III-III-III-III-III CLAMPS OR APPROVED INSTALL FINISHED SURFACES J N SPRAY HEAD POP-UP SPRINKLER EQUAL. TECHLINE START CONNECTION2 PER PLANS. W NOT TO SGALE I SGH. 80 NIPPLE Q _ =III=III=III=III=III V NOT TO 5GALE O G - - - - - I" BALL VALVE FINISH GRADE COw III-III-III-III- VALVE BOX EXTENSION AS W 1=1I1=1I1=1I1-1I I — REQUIRED MANUAL FLUSH VALVE -1I1=1I1=1I I-1 1 PLUMBED TO Techllne(P HGVXR REFER TO START z Q MIN I// —III-III-III - GONNEGTION N 1 - - - PAVING BRIGK (I OF 4) Techlinem HGVXR DRIPLINE DETAIL. � O III-III-III III-III-III III-III-III-III- I" SGH. 80 NIPPLE c° LOGATOR TAPE 1-1 1-1 1-1 1-1 1-1 1—I 119 11-11 I— -III-III-III -III =1 — III III=III=1 =1 1=111=I V J O - - - - 1 FILTER FABRIC BARRIER REDUCER/ ADAPTER AS 111=III=III II=III=1 — III - 1-III=III=III-' REQUIRED -1 1-1 1-11 III- FINISH GRADE 6" DEEP PEA GRAVEL F �=III=III 11= SUMP - � 6 AW6 SHIELDING WIRE —III— ROTOR POP-UP SPRINKLER 0 1= NOTE: N (SOLID BARE COPPER) w Q Q = - LEEMGO DUCTILE IR 1- PREFABRIGATED I" SWING JOINT AS 6A5KETED SERVICE TEE, 1= I. AIR AND VACUUM RELEASE LATERAL LINE = r1n -III— MANUFACTURED BY LASGO OR LEEMGO SADDLE TAP OR - -1 TO BE PLAGED ON HIGHEST M F 1 1 1 `.J APPROVED EQUAL APPROVED EQUAL. SIZE 1=III=III _— I =I I I= -III MAINLINE POINT. FIELD SAND OR ROCK FREE SOIL TO MATCH MAINLINE. =III-III- I- I-III-I11-I II II I111 111=111=111 I11=11I-I I -III- ADJUST As REQUIRED. AROUND ALL PIPE wIr =1�1-1�1 I,�1T1=1�1= 11=1�1=1T11 ,Ii�- o iIIIIIIIIIII111 I-11I III IIII;III— GOMMON AREA MAINLINEIr rn TAPE AND BUNDLE GONTROL O co E ® -III-III WIRE AT 10'-0" O.G. INTERVALS, V, —III—III—I AIR RELIEF VALVE PLACE TO SIDE OF MAIN LINE. �+ - - - ' SPLIGE AT GOMMONAREA —III-III— - NOT TO SGALE =1 - MAINLINE GONNEGTION. o I=III=III=III=III-III==_ __ __ o - PRESSURE IRRIGATION I SEE DRIP NOTES AREA PERIMETER —III—III— —III- MAINLINE T FOR ROw SPAGING =III-1I1=1I 1=1I1=1I Low VOLUME CONTROL ZONE - -_-_-_-_-_ KIT-REMOTE CONTROL VALVE, PERIMETER LATERALS -III-III-III-III-III-III-III-III-III-III =III-III-III-III-III- PVC, SGH 40 TEE OR ELL FILTER AND PRESSURE III-III-III-III-III-III-III-III-III=1 —I 1=1TI=1 1=1 1=1 1=1 1=1 CD =11�1 111 11111 I I I 11 I' 1 2 TO 4 FROM EDGE I;l— � SGHEDULE 40 PVC, LATERAL LINE REGULATOR. D o (MIN. 18" DEEP) — — —III I. GENTER FEED LITE LAYOUTS ALLOW 2X MAX " MIN PVG/POLY TUBING TO TRENCH SECTION z ,� - - - FINISH GRADE TUBING LENGTH OF STANDARD LAYOUTS. GONNEGTION; SIZE AS — — — 2. PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON INDIGATED ON PLANS. Scale: 1-1/2"= 1'-0" \ ROTOR POP-UP SPRINKLER N -1 1-1 1-1 1 EACH TEE, ELBOW OR GROSS. S Q -III-III- 3. BELOW ARE MAX LINE DISTANGE FOR GENTER NOT TO SGALE J y D_ — — FEED LITE LAYOUT a 57 PSI INLET; REFER TO FULL MAXI GABLE WIRE PATH TO NEXT a a L o= w -III—III 10" ROUND LOCKABLE VALVE GHART FOR ALTERNATE PRESSURES: °o °- o Of _ _ DECODER a y a ui~LL z W �-III-I BOX I W (n " " i fn ° Q 7 J D_ - = .55 ® 12 o.c. = 1,056� .55 a 12 o.c. = '774 �L� z w LL z z i= z .33 18 o.c. - 1,504 .55 ® 18 o.c. = 1,104 DBY (2) �& I y LU o W_am, III=III=III=III III=1 —III= I1 TWO WIRES TO ` `cg N o°a E°z E c 111=111=111=1 11=111= 11 N = _= Q TECHLINE LAYOUT z _ -�—�—�— V NOT TO SGALE VALVE SOLENOIDNP TO � �a o X DIM - - 11- = = = LEEMGO, SELF RESTRAINED END 15OFT./45M a Z W O 3 � FINISH GRADE GAP. FD-TURF DECODER, CONNECT REVISIONS VALVE BOX - - - DECODER TO #4 REBAR WITH — No. Date Description FINISH TWO STAINLESS STEEL STRAPS. — 3M UL6 CONNECTORS (SPLICE ALL GRADE EXTEND REBAR A MIN. OF 15" o = WIRE PAIRS) BELOW 6RAVEL. 1 PREFORMED SUPER SERYISEAL PVC, 8" ADS, LENGTH AS REQUIRED Q Z DBY-6 (2) WATERPROOF WIRE SPLICE KIT = w MAXI GABLE WIRE PATH FROM PROJECT NO.: MAINLINE _ _ _ _ w � -III-III-III-III 6" DEEP PEA GRAVEL SUMP � L1 Q _ _ _ _ CONTROLLER 17063 BRIGK III-III-III=III- ALLOW 5 ft/1.5M SLACK B = - - - FILTER FABRIC BARRIER PER DEGODER/I/2 ON EITHER DRAWN BY: z -I 1=1 1=1 1=1 1=I — — - - SIDE OF DECODER =1I I-III-III=1I =1 O. WEED BARRIER FABRIC, SL, AJ O WHERE APPLIGABLE °j PE-8a SHIELDED GABLE. LEAVE VALVE ASSEMBLY AS DETAILED CHEC JEBD BY: 24" SLACK WIRE ROLLED NEATLY MAIN LINE END CAP o o NOTE: Techline LATERAL V FILTER FABRIC BARRIER 6 SPAGING PER PLANS DATE: d) NOT TO SGALE EARTH GROUND SHALL BE 0 6" DEEP PEA GRAVEL SUB GRADE 5/3/2017 INSTALLED PER ASIG GUIDELINES. I WIRE SPLICE SUMP MULGH PER PLANS 500ftPER 8 DECODERSD . EVERY Q o d SHEET NUMBER O q 1" NOT TO SGALE TECHLINE S U B G RA D E T 10 FD14 -TURF DECODER WIRING AT x 0 INSTALLATION NOT TO °°ALE 0 CONTROL VALVE Scale: NTS L2.05 L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0000�000000c�000 o61 "1� of �oIS c�� �gITZ 8 0 a a 13 o 13 ot+ E-H0 o� o -1P5 6 cti8 C 000�p O O BOO z C z z 0 a M o in � o 0, 0. � �N U' a C.) L10 aE vim- o coCP m w � acn oo lzC000 CDC lZ o m o � ,oa , CoN oU o w � .N a � a 9O bj z c CU U J W CD L J 3 t co (0 � . . . . . . 3wa coCD w • • • U a 0 L w 0 m a z 0 a m 0 a U a z Z a K U 0 1 w U W_ I I U ti w z z_ w Copyright 2017 z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J criminal prosecution w w a DISTANCE CHART 0 w REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EAGH SIZE/TYPE FITTING WITHIN a WHIGH ALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS $ SPEGIFIGATIONS. a AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIREGTIONAL GHANGE OF q0°, REFER TO z GHART UNDER PIPE SIZE TO 3" AND UNDER BENDS r-i0 YOU WILL SEE THE DISTANGE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETG) YOU MUST INSTALL A JOINT RESTRAINT WITHIN II' OF THE C100 MAINLINE o H DIREGTIONAL GHANGE. z FINISH GRADE PIPE BENDS REDUCERS DEAD END SIZE 110 220 450 900 1 STEP 2 STEP 3 STEP BLIND SERV. B. QUICK COUPLER VALVE (� 10 10 ROUND VALVE BOX 2" 1' 1' 2' 6' - - - IQ' 6' WITH COVER 2.5" I' 2' 4' a' 4' - - 23' 10' Q ^ I CD w FILTER FABRIC BARRIER 311„ 2 3 6 II 8' 10' - 30' 15' FILTER FABRIC BARRIER ` V z z 4 2 4 a 20 14 20 31 45 25 ° Q -III 6" 3' 6' 13' 29' 50' 40' 53' 63' 40' 12" ROUND VALVE BOX �_ w 0- 8" 4' 8' 15 38' 33' 55' 63' 75' 70' WITH PURPLE LID C �l I W I O 5 9 I� 45 36 56 75 Chi 90 O Q 12" 5' 10' 21' 53' 38' 60' 83' 112' 110' co G 6" DEEP PEA GRAVEL SUMP - Z coz - FINISH GRADE Z �/ 6" ADS, LENGTH AS REQUIRED INSTALLATION CHART z � - ui LEEMGO QUICK COUPLING Z0 Q N LEEMGO BELL x BELL REFER TO THE FOLLOWING TABLE WHIGH LISTS THE NUMBER OF BOLTS SIZE AND TORQUE FOR EACH STABILIZER o00 000 000 00 = SELF-RESTRAINED, RESILIENT BOLT IN REFERENCE TO THE SIZE OF PIPE WHIGH IS BEING RESTRAINED. Q ❑ WEDGE GATE VALVE 6" DEEP PEA GRAVEL AS AN EXAMPLE IF YOU HAVE A 3" PIPE YOU WILL NEED 2 BOLTS THAT ARE 3 b X 2.5" AND TIGHTEN O - - z THEM WITH A TORQUE WRENCH TO 20 FT-LBS. 00 0 SCHEDULE 80 NIPPLE r n - PIPE NO. BOLT TORQUE CONNECT TO 1 z _ SCHEDULE 40 FITTINGS zo AH SIDE NPT OUTLET. F SIZE BOLTS SIZE FT-LBS. > Q INSTALL WITH GONTAGT TONY GARNER @ (205) 631-7787, THE I" TRIPLE SWING JOINT TEFLON TAPE. 2" 2 3/8" x 2.5" 20 WITH TEFLON TAPE UJ Q Q 2.5" 2 3/8" x 2.5" 20 LEEMGO REPRESENTATIVE, FOR ALL QUESTIONS GONGERNING LEEMGO PRODUCTS. COORDINATE AN _ INSTALLING HE MAINLINE. TONY GARNER PRIOR TO - 3 2 5/8 x 2.5 20 - PVG 4 2 I/2 x 51, 50 I III III III III III III III III I - 6 2 1/2 x 3.5 50 -III Ir MAINLINE 8" 4 1/2" x 4" 50 Io" 4 5/8" x 5.5" 100 - �- 12" `} 5/8" x 5.5° 100 III ICl o MAIN LINE ISOLATION VALVE QUICK COUPLER VALVE O NOT TO SCALE' 5 NOT TO SCALE E JOINT RESTRAINT NOTES ID TAG, RAIN BIRD VID 3 NOT TO SGALE o SERIES OR APPROVED EQUAL C,4 IT' VALVE o REGTANGULAR HEAVY DUTY IAS SPECIFIED BOX PLASTIG VALVE BOX WITH LOGKING LID, AS SPEGIFIED 3/4" DISC, FILTER M x F I.P.S 8" ADS 24 SLAGK WIRE ROLLED GOUPLING NEATLY, USE 3M DBY W ANGLE WATER 3/4" SGH 80 UNION SERIES' U) � PROOF WIRE CONNECTORS 24" x 36" VALVE ANGLE VALE SIZE 'R REMOTE GONTROL BOX AS REQUIRED U p O FINISH GRADE VALVE Z 3/4" PRV U Z GLASS 200 PVC, CIDREMOTE GONTROL VALVE AS N, SPEGIFIED GRADE 04 PLANS FINISH /4" SIGH 50 UNION MAIN LINE, PER UNION SGHEDULE 40 P.V.G. y W m W o = - LATERAL LINE i' o c 0 F c w U �OzP cn - SCHEDULE 40 PVC, LATERAL FILTER FABRIC 6" DEEP PEA \� yW ow m a a m p d Ir (12 MIN. BURY) z W m E m - FLOW GRAVEL SUMP � � _�m W_m 3 CM II GU. FT. PEA MM� o Z -�gig m FILTER FABRIC BARRIER W� m / R H I W GRAVEL SUMP / �p >o a o m �I �� Ci ac aEZE `o VALVE BOX EXTENSION AS z 0 w 2 Q � � BRICK SUPPORT (I- a_a C od o`-b o o "o`-b o 0 0 0 o REQUIRED I III III � J a�V 7 W EA. GORNER) LEEMGO 'TS SERIES' I I I I � � � � � � � � � _III III � Z O N — O SADDLE TAP OR o o�bao 0 o�bao�bao�bab REVISIONS PAVING BRICK (I OF 4) APPROVED EQUAL. SIZE AS REQUIRED No. Date Description o TO GONNEGT TO • 0 o PRESSURIZED - P 6 DEEP PEA GRAVEL SUMP - MAINLINE �y- 24 VOLT COMMON AND LL CONTROL WIRE TO VALVE -III PRESSURE - - CONTROL WIRE TO VALVE IRRIGATION I I� PROJECT NO.: C) LEEMGO ANGLE VALE SIZE —III MAINLINE. SEE 17063 LEEMGO ANGLE VALE SIZE ENGINEERING PLANS B AS REQUIRED AS REQUIRED FOR INSTALLATION DRAWN BY: MAINLINE AS SL, AJ z LEEMGO SADDLE TAP OR MAINLINE AS LEEMGO SADDLE TAP OR SPEGIFIED (24 MIN. APPROVED EQUAL. SIZE AS SPEGIFIED (24" MIN. APPROVED EQUAL. SIZE AS CHECKED BY: O a) BURY) REQUIRED TO GONNEGT TO BURY) REQUIRED TO CONNECT TO -III U NOTE: PRESSURIZED MAINLINE PRESSURIZED MAINLINE JB - TAPE AND BUNDLE NOTE: DATE: GONTROL WIRE AT 1. USE SGH. 80 PVC, NIPPLES AND FITTINGS. TAPE AND BUNDLE O 10'-0" O.G. INTERVALS 2. PROVIDE ALL FITTINGS AND HARDWARE AS REQUIRED. INSTALL PER CONTROL WIRE AT 1. USE SGH. 80 PVG NIPPLES AND FITTINGS. 5/3/2017 10-O O.G. INTERVALS 2. PROVIDE ALL FITTINGS AND HARDWARE AS REQUIRED. INSTALL PER -III O o ALONG MAIN LINE MANUFACTURERS REGOMENDATIONS. ALONG MAIN LINE MANUFACTURERS REGOMENDATIONS. REMOTE CONTROL VALVE SHEET NUMBER O ffi 2 NOT TO SGALE MICRO IRRIGATION VALVE SADDLE TAP T ATSADDLE TAP 4 NOT TO SGALE 6 NOT TO SGALE 0 SADDLE TAP L2.06 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16