|
.- ILA,:.,
<br /> I I 3 4 I
<br /> f/ / Ilw DYKEMAN
<br /> /' / \ `�' ARCHITECTURE + DESIGN
<br /> IRRIGATION NOTES /' � ,.
<br /> 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, / ///:///1/ f \'F �e, \
<br /> MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM / 4. \
<br /> CURBS, PAVING, AND WALLS. / /
<br /> www.dykeman.net 1716 West Marine View Drive
<br /> �/ i ►` \ 425 259 3161 (T) 2nd Floor;'Everett,WA 98201
<br /> 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE I' A 9A'� a °\
<br /> SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS f ;` \
<br /> SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE 4 1, '
<br /> STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH f j , \ �` , \ ROUTE LATERAL CONSULTANT:
<br /> ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS.
<br /> / LINES AROUND
<br /> / ` "=1 ° EXISTING TREE,
<br /> 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. :• ,
<br /> 16.4 �,;;; O ��• ♦C / \ �` \� •�\ r- ."\ TYP.
<br /> LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. �\ WIRELESS RAIN SENSOR
<br /> A STATIC WATER PRESSURE IS + -68 PSI, AS ��`� / 1 1 I 7� 101
<br /> � �1 MOUNT ON ROOF PARAPET IN APPROXIMATE LOCATION W E S MAN DE S I G N G RO U P
<br /> 4. ANTICIPATED AVAILABLE / °�/ \R� , / \ SHOWN. VERIFY EXACT LOCATION WITH ARCHITECT
<br /> PROVIDED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT. / 16.6 8 /, �'„ 3/4„ 0 / / �, ' fs ` � AND CONFIRM WIRELESS SIGNAL PRIOR TO INSTALLATION.
<br /> VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START f \
<br /> OF WORK. /' 1 /S•\\,\
<br /> LANDSCAPE 2329 E MADISON ST 206-322-1732
<br /> t C �1 CONSULTANT SEATTLE WA 98112 WWW.WDGINC.COM
<br /> //
<br /> 5. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE ti ,' --'" •� , (�
<br /> HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. 0 3/4" .` `�.1�, \ CONTROLLER
<br /> TO PROVIDE A MINIMUM -// , O
<br /> THE IRRIGATION SYSTEM HAS BEEN DESIGNED ,��
<br /> AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION � /` / �°''�. '--1,* r)/4)\\ i' , ./(0,4----- -,,,,,
<br /> MOVE EXISTING CONTROLLER TO APPROXIMATE LOCATION IN
<br /> SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AL
<br /> < J /�• A 49� \ ,�i'i \ UTILITY YARD SHOWN. VERIFY WITH ARCHITECT. WALL
<br /> AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF HIGH WINDS, f X71//4' ` `- , __ __ - - �. ,..Wil 'i, MOUNT CONTROLLER AT EYE LEVEL IN WEATHERPROOF REGISTRATION STAMP:
<br /> WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 1/�" ;0 p , [ 0 \ �`, !'idIv \ ENCLOSURE. PROVIDE SEPARATE 15 AMP CIRCUIT AND 120
<br /> f 4" ',,8 / •SLEEVE , ,� � G, c S `\ i �• VAC POWER TO CONTROLLER. PROVIDE 4" CONDUIT FROM
<br /> 6. LATERAL LINE PIPE SHALL BE SIZED PER THE FOLLOWING: / \ \ � 4 �, \¢ , ' �� CONTROLLER, UNDER CONCRETE PAVING, AND INTO THE
<br /> " 1" 1%4 '�'� � W A S
<br /> 0-6.9 GPM =3/4" PIPE `�/ \ NEAREST PLANTING AREA AS SHOWN. EXTEND 24" INTO pF y/
<br /> 1" V 0 1 /� / ` ( VO
<br /> PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. �� OCAS P Nq tib,
<br /> 7-13.9 GPM PIPE p \ ` I \ tV, '
<br /> 14-23.9 GPM = 1-1/4" PIPE
<br /> 24-33.9 GPM = 1-1/2" PIPEMM MM
<br /> / � � 41116* \`� ` " ` ,i �� , <, `�� •� SLEEE� \ C \ 1Y� � EXISTING VALVES TO REMAIN. PROTECT ! � �� ��
<br /> 34-56 GPM = 2 PIPE0/\ •
<br /> \ / \ / �.�� \ / , 'N'' or
<br /> _ I-�;
<br /> LATERAL AND MAINLINE LOCATIONS ARE O ' / / 4 V / !\ ,/,,,, \� \ ` "fir' AND REPLACE AS NEEDED. ,
<br /> SHOWN SCHEMATICALLY. INSTALL //1//
<br /> 1 f �'( \ / / \��,M u j, \ , , / 3',�� 1Y4 v 20 \,i.. (4,
<br /> v
<br /> 8. PRESSURE LOSS PER ELEVATION = 0.428 PSI PER 1-FT ELEVATION. MAINLINE AT EDGE OF PLANTING BED Qom,¢ a ; / r �" - ,� '+ f \\ --` 2 \ -- -t, ,S3EXP.QI`�\,�,��
<br /> WITH ADEQUATE SEPARATION TO LATERAL r ?` f
<br /> 1 �I`� �\ �. �`� \ '�"/ • \�s ' ` _ lk
<br /> EXISTING IRRIGATION ZONES. C4 PE ARC
<br /> 9. LATERAL PIPE SIZE SHALL BE AS NOTED ON PLAN. UNLABELED LINES (SEE DETAIL C/L3.1) AVOID ROOTS O f f ' \��� �` \ MAINTAIN
<br /> F THE ADJACENT OF EXISTING TREES/AS'POSSIBLE. / O v/ \` \ ♦ \ � �� ` �; ► 1 �` ~ PROTECT AND REPAIR AS NEEDED. IF
<br /> SECTIONS SHALL MATCH THE SIZE NOTED 0 \ / 47
<br /> N OF LATERAL RUNS SHALL .°4�/ / \ % \ • * '\ . M 3/4 EXISTING IRRIGATION ZONES CANNOT BE
<br /> UPSTREAM PIPE. MINIMUM PIPE SIZE ATE D
<br /> BE 3/ I / ► ��� RETAINED, INSTALL NEW AS SHOWN.
<br /> EXISTING f
<br /> • PROJECT IDENTIFICATION:
<br /> 10. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER / 2" O 1 '` �' \� / '� .~r" ► '� �� ``
<br /> i / MAINLINE f 1-:-,
<br /> / 7 ��/c,/ �, 2� • '! • / so \ 2 11.7 REPLACE EXISTING 1.5" MAINLINE WITH
<br /> TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING / �C_
<br /> / /
<br /> THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION ` °" j / ` 1„ NEW 2" MAINLINE.
<br /> �� er Evergreen Branch
<br /> 328000 FOR FURTHER INSTRUCTIONS. O ,,ala ,� �� /� // � / �s �� 4.8011. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. , „ O I , v '', /% \ 2,, 2" 1I4 \ / / / A � ��\SLEEVE , MAINLINEPOINT OF CONNECTION •
<br /> 1 s�EEVE �\ Ss, , , Library Expansion
<br /> 12. SEE SHEET L3.2 FOR CITY OF EVERETT PARKS AND RECREATION `
<br /> 57 .66 •, \• \y / / .. / �V USE EXISTING P.O.C. IN APPROXIMATE
<br /> STANDARD NOTES FOR SUPPLEMENTAL INFORMATION. COORDINATE ALL % / 0 ) l \ \ / / \
<br /> \ `'✓ j 3/4" // Sy //f .\' ` '` LOCATION SHOWN. RELOCATE AS NEEDED.
<br /> WORK WITH EVERETT PARKS AND RECREATION DEPARTMENT STAFF. c- on / ` / \� \ o " 4
<br /> .,,`\\ /, , 1 \ - i, ANTICIPATED STATIC PRESSURE IS 68 PSI. FOR
<br /> \\; \/ \ t \
<br /> ;Afic , ►S VERIFY MIN. 68 PSI DESIGN FLOW AT P.O.C.
<br /> CONTACT GEOFF CARSON, P: 245-257-7348, C: 425-210-6985. ° `"II /. ip SLEEVE
<br /> t • 3 O 6 13.9 1" p 3 / \
<br /> -�`� /4" �\ o O \\ /4 / T o /jPRIOR TO WORK.
<br /> J`, .4 p \ ,, Vir WIRI G - 0, Mr
<br /> 3 Alk11.1 // \ so , ► Cit of Everett
<br /> 1 1-t �� + •• CO IT /< \ 1 /[ / f
<br /> 2. 9 _ 5 26.7 leiro
<br /> 9 1„ ✓ O MAINLINE �„ , 1�2" �/\ \\\�' ii.` O .r-- // / ,\,,, -
<br /> IRRIGATION NOTES (IMPROVEMENTS OF EXISTING SYSTEM). ler m ,1/4 , � , � .., , o 0 4 25.7 / 1 AT
<br /> 1. CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THIS PLAN REQUIRE CONNECTIONS /411° JOAi*,
<br /> •
<br /> T AND PARTIAL DEMOLITION OF THE EXISTING IRRIGATION SYSTEM. UNDER THIS OO TE LATERAL_ I 3' °° ` • •� 9512 Evergreen W
<br /> TO, 4',1 .�441*
<br /> \® �4 \ o /4 �/ ::� 94,• • : r / \` 3i4 , „ �,4. err a
<br /> T LAYOUT SHOWN TO CONFORM TO AND MAINLINE p 41/4 �, �,.^- O \ •
<br /> • 4.,••• `( s `:_ ► 3" 11/ \ gy
<br /> CONTRACT MAKE ANY REQUIRED MODIFICATIONS 0 \ „, • ®�. f �.
<br /> AROUND „ l • !A°1! /ACTUAL AS-BUILT CONDITIONS OF EXISTING SYSTEM AT NO ADDITIONAL COST. ° e E ISTING TREE I I ' i' ' i SLEEVE 1/4 �, ` . Everett WA 98204
<br /> Q / , f %Ilpi,,,' . . A 1�/4� �� `� �� �f �► r •/ 3/4 1� � E /
<br /> f TYP. / " 1 " ,&‘ \ I 16 17.6
<br /> 2. PRIOR TO ANY WORK, SCHEDULE A SITE VISIT WITH THE OWNER'S REPRESENTATIVE / v Ip I ; / . • 1/2 \� � O 1/4 O, . `�yV �� , �� ' �/ � `• :/
<br /> AND GENERAL CONTRACTOR TO SURVEY THE EXISTING SYSTEM. OPERATE THE \ LOG�ATE ALL MAINLINE, O J �" / "
<br /> ANY � } pi. V � �\ _� ' � 6 � 1Y4' �� �� ° ,• .� /� � \ /,,,,,/
<br /> 1
<br /> ENTIRE SYSTEM FROM CONTROLLER AND DOCUMENT ON A PLAN i p LATERALS, AND VAL ES ° \ " , , ; �� I ` •rai.,- 4-.7 - 0,4**E/7/-vi
<br /> �NONFUNCTIONING ZONES OR AREAS WITHIN AND OUTSIDE THE LIMITS OF WORK. THIS �\. IN PLANTING BEDS, rjkOS �, / 3/4"WALK THROUGH WILL BE THE BASIS OF AN UNDERSTANDING BETWEEN THE GENERAL W "I0 ' -an o,'° UNLESS SLEEVING IS ' / O 1 " 41 l 10.7 BID SET
<br /> CONTRACTOR AND THE OWNER AS TO THE STATUS OF THE SYSTEM PRIOR TO THE p ' ' SHOWN, TYP. f '+ LOCATE 1/2, � ,� il ! • " 1
<br /> CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS DAMAGED DURING CONSTRUCTION TO itlal /4 e ; VALVE BOXES ' .'� •
<br /> 1A.
<br /> �. . 3 4112:
<br /> •�'�t �`RESTORE THE SYSTEM TO AT LEAST THE STANDARD REVIEWED AT THE TIME OF WALK i , i/4' 1/4, / /
<br /> FLUSH AGAINST f' �4 • y 4 " ��PAR A PROPOSAL TO THE GENERAL CONTRACTOR FOR ANY �_THROUGH. PRE E W 1 \ CURB, TYP: fa► «„,, 4 ��� Q�� / • • ,, ,
<br /> ��..i ,'�---. !
<br /> ADDITIONAL WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS, ur
<br /> ' °O 'er 1 Z. '7 , 3/• 4 �; � ��� ,,,r' � ,/A
<br /> f/ fi, �s� �l�r�l►. 84
<br /> • ! 1� . • This drawingis:
<br /> FOR REPAIR AT THE OWNER'S OPTION. t • 3 > ` ��°� \�� 1 ., v %•1 p yak), *-� \, /. `' • /� C
<br /> /4 > - a // / / 3 1. Copyright2017 D keman, Inc.I Z 3 � S,' \ ' '•��^ '•• • RETAIN •EXISTING LATERAL LINE p '; '/ �A / Vir Y
<br /> 3. PROVIDE TEMPORARY CONTINUOUS SERVICE DURING THE DURATION OF THE I'
<br /> /4� P'` ,� ` /% �i�♦ •• � �• • •� �� CAP AND SEAL LATERAL LINE '' // 3. Fo2. ruse oArchitect's
<br /> n th s I ro ecrt onl ent of Professional Obtain A ch ecYs Service.
<br /> CONSTRUCTION PROJECT TO WATER ALL EXISTING AREAS THAT MAY BE AFFECTED W l {{ • �"� '�
<br /> `w° �� ,`t� � .,/s•/ r �j AT SE OF PLANT BED. REPLACE • / 2" written ermission for an other use or reproduction.
<br /> DURING CONSTRUCTION. HAND WATER ANY AREAS TEMPORARILY THAT DO NOT I ' " // � �*•� • 1 �`�%�i� I ) �h V EXISTING IRRIGATION HEADS. •/ � ;I SLEEVE P Y P
<br /> T ORATION. �• • , // 1/ 2 v0 • /
<br /> RECEIVE WATER DURING PROJECT D � ; • \ � • ^` � � / `� /
<br /> 3/4" , j SLEEVE •• • • PROJECT NUMBER:
<br /> SLEEVING OR HEADS IN AREAS TO BE MODIFIED. ' \ 10 14.9 / �.� A 4 � A 1 >> <'./` .-- .//4/ 1►
<br /> 4. REMOVE ALL IRRIGATION PIPING, SLEE /
<br /> TIN WIRING MAY BE EXTENDED PROVIDED THAT SPLICES ARE LOCATED ON THE I = • ` \ 2 t �`• ''"� '� 1/4 3/4" • • ��
<br /> EXISTING 1 1---- ® ��f SLEEVE \'�N , 6 2017-008
<br /> AS-BUILT AND INSTALLED IN A VALVE BOX USING WATER TIGHT CONNECTORS AS ♦ • 3 \- j�„ �� • /�
<br /> • /
<br /> SPECIFIED. IRRIGATION HEADS MAY BE RE-USED PROVIDED THAT THEY ARE THE i i;;
<br /> . • • �\ / / \ s SLEE/ ( \•407v -
<br /> '34 `" 2" ;\ •,, • D /y`
<br /> SAME AS SPECIFIED FOR THE NEW WORK AND THAT THEY ARE IN PERFECT I ' N. s /y�. 6 .77 `' Ip I�
<br /> �, :� A \; /\. � SLEEVE �``• •
<br /> ` ► ► �1
<br /> NOT RE-USED. �. � :: 4
<br /> OPERATING CONDITION. IRRIGATION PIPING MAY BE • w ° MB / • �, I
<br /> .,
<br /> ' ; •\ • / �SAIPC ,Y,t,
<br /> 1`�0 REVISIONS:
<br /> 5. DURING INSTALLATION OF THE WORK BY GENERAL OR SUBCONTRACTORS, NOTE THE I �,. ~\ �O� � ' • �' \,LOCATION OF ANY EXISTING IRRIGATION INFRASTRUCTURE ENCOUNTERED AND CLEARLY LL'* • • �c �l /` • / 162 • ',;\ �,I► SLEEVEMARK DATE DESCRIPTION
<br /> HQ.NOTE ON NEW RECORD DRAWINGS. NOTIFY THE OWNER OF ANY DAMAGE AND REPAIR I 2" • \ �`• ' 1 • 2„ �' • \ �� ;/ . 08-07-17 DD Submittal
<br /> DAMAGE IMMEDIATELY. I I MAINLINE • • \\ = ,. �3 /, `• SLE % / I� / 08-17-17 DD Submittal
<br /> I t °j� . -� `7 J SLEEVE • 1,> i • / �I / ,,Ti.i i*/ 10-06-17 Land Use Submittal -
<br /> 6. THE LOCATION OF IRRIGATION MAINLINE, LATERAL, SLEEVING, AND VALVES ARE i /
<br /> SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS I 1 I • • ' \ " 1" 3 " I. ►�I
<br /> .; 44/ 0$-14-18 Permit Set
<br /> SHOWN. MAKE MINOR ADJUSTMENTS AS REQUIRED TO COORDINATE WITH AS-BUILT I / / ww°a ` /4 • • 2" A ► / �/ � 09-10-18 Bid Set
<br /> 10-04-18 Addendum 3
<br /> DIMENSIONS AND CONDITIONS. I e • • �/ �� w ..�� MAINLINE / ��i ,1 /7,y/
<br /> I REQUIRED ACROSS EXISTING ASPHALT, SAW CUT AND EXCAVATE / V
<br /> 7. WHERE SLEEVING S Q / 'N,- • �`�°� � � / 4, 4 /
<br /> A SMOOTH, STRAIGHT EVEN TRENCH. AFTER INSTALLING THE PIPING OR WIRING, I • • �� ,.� t 4 / SLEEVE 4LvR
<br /> ALL PAVING IN ACCORDANCE WITH CIVIL PLANS AND DETAILS. PROVIDE I ,� o � %`� •� / / �.�j SLEEVE / /`
<br /> COMPACTION CONSISTENT WITH SURROUNDING AREA AND COORDINATE ALL WORK WITH 4 S
<br /> GENERAL CONTRACTOR. I • �j
<br /> •
<br /> 8. IDENTIFY WIRING RUNS FROM EXISTING CO •NTROLLER TO ABANDONED ZONES AND I Cl ad p j, • • • \ / 401-4w
<br /> /
<br /> PROVIDE ONE LOCATION FOR A SPLICE BOX FOR THESE WIRES. VERIFY EXISTING
<br /> CONTROLLER LOCATION PRIOR TO WORK. VERIFY EXTRA SPARE WIRES AS AVAILABLE w _ f
<br /> FOR USE. �: 0•� �'`:-i / - 'u 1:1 ��' ''�� / /
<br /> 9. AFTER CONNECTION TO THE SITE MAINLINE OR LATERALS AND BEFORE PLACEMENT OF I ,\ • \O ( • p/ r` /
<br /> HEADS, FLUSH THE ENTIRE SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS \ e;� OH PwR .. / f `' •� / /
<br /> INSURING THAT THERE ARE NO CONTAMINANTS WHATSOEVER IN THE NEW OR
<br /> • ` \• \ OHP h �- _ OH •WREXISTING PIPING. \ :thit#:f:
<br /> � / PROJECT TEAM:
<br /> 10. AFTER INSTALLATION OF THE NEW WORK, RUN THE ENTIRE SYSTEM THROUGHOUT THE • • /" / �� �� �� 3SITE FROM THE CONTROLLER TO MAKE SURE THERE IS WIRING CONTINUITY TO ALL /i ♦� PRINCIPAL IN CHARGE: NH
<br /> » �" • / PROJECT MANAGER:
<br /> VALVES AND SUFFICIENT FLOW TO ALL ZONES. FLAG ZONE NUMBERS PERMANENTLY • 1 � � ,
<br /> ON BOTH SIDES OF ANY SPLICES IN VALVE BOX, AND AT CONTROLLER. TEST AND 16.9 m 1Y4, . /4" e /
<br /> REPAIR OR REPLACE ANY WIRING WHICH IS SHORTED, DAMAGED, NOT FUNCTIONING 3 • f I/." PROJECT ARCHITECT: �
<br /> • 3/4„ 3/4' • Li / �,, , , % / JOB CAPTAIN: AL
<br /> WITH NEW WIRE AS SPECIFIED IN PVC SLEEVE, AT CODE REQUIRED DEPTH. IF NOT11W `
<br /> SUBMIT REQUEST TO USE DOUBLER BY TRANSITIONAL SYSTEM MFG. CO.,
<br /> FEASIBLE, Q ' � 3/4"` %4' • •,� ;1" `�1 � : ' / KEYPLAN:
<br /> J
<br /> TEL. (530) 751-2610. � 7.65 AEL • �,���i �'' 7.49 -
<br /> ® 111„ •. ,�►
<br /> 11. REPAIR ANY DAMAGE TO LANDSCAPE THROUGHOUT SITE, EVEN BEYOND LIMITS OF i �
<br /> WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE I 318 •
<br /> TO ADHERE TO REQUIREMENTS NOTED ABOVE. 74.68 1 , 2"
<br /> • SLEEVE
<br /> /1
<br /> X27
<br /> 12. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. • 4 ""►,/
<br /> I / -+-
<br /> . / / ,"
<br /> VALVE SCHEDULE � Y ,j�'
<br /> '17 or �o
<br /> 77.23
<br /> NUMBER MODEL SIZE TYPE GPM r ._,SR X26 ��
<br /> 1 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 4.80 I I / ; /
<br /> 2 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 11 .70 // /
<br /> 3 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 11 .14
<br /> 4 RAIN BIRD PEB-PRS-D 1 -1/2" SHRUB ROTARY 25.69 -'"�''', \ /
<br /> / /
<br /> 5 RAIN BIRD PEB-PRS-D 1 -1/2" TURF ROTARY 26.67 DRAWING TITLE:
<br /> Qr
<br /> 6 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 13.92 /
<br /> 7 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 16.38 / /
<br /> 8 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 16.57 /
<br /> 9 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 12.20 // i
<br /> 10 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 14.92 / Irrigation
<br /> 11 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 16.90NN /
<br /> Plan
<br /> 12 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 7.65 /
<br /> 13 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 7.49 j /
<br /> 14 RAIN BIRD PEB-PRS-D 1" SHRUB ROTARY 3.84 /
<br /> 15 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 10.67 - /
<br /> DRAWING NUMBER:
<br /> 16 RAIN BIRD PEB PRS D 1" SHRUB ROTARY 17.59 -rst,t SCALE: 1"=20'-0" N
<br /> 6
<br /> 69.13
<br /> SFR NO CAP / 0' 10' 20' 40' 80' EDF 3 0
<br /> I ,// / ■
<br /> - - - I 3 F 4 I 5 6
<br />
|