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. �__ __ � / �� All Drawings, Specifications and copies thereof furnished by
— � Reed Associates Landscape Architecture are and shall remain
. its property. They are to be used only with respect to this
� Project and are not to be used on any other project.
6 P.A. P.A. � Submission or distribution to meet official regulatory re—
quirements or for purposes in connection with the
�� �� � i 1 Project is not to be construed as publication in derogation of
_ ____ __________ ______ ______ ______ ____ ___ __ I � Reed Associates Landscape Architecture, common law copyright
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0 ^ 1�'^ � �� �� � I Approved PJR
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LAYOUT NOTES KEY NOTES LAYOUT LEGEND
1. FOR ADDITIONAL INFORMATION SEE LANDSCAPE DETAILS AND O EXISTING CONRETE E.J. - EXPANSION JOINT (SEE LANDSCAPE DETAILS)
SPECIFICATIONS.
2. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS (MIN. 2� SLOPE). O NEW BROOM FINISN CONCRETE, DETAIL 9, SNEET L4.0
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3. IN TNE EVENT OF ANY DISCREPANCIES BETWEEN TNIS PLAN AND ACTUAL \ . � EXISTING TREE TO REMAIN
SITE CONDITIONS, TNE LANDSCAPE ARCNITECT IS TO BE NOTIFIED 3O PLAYGROUND CURB BY OTNERS
IMMEDIATELY. � _�
4. ALL GRADING AND DRAINAGE IS SNOWN CONCEPTUALLY FOR DESIGN 4O PLAYGROUND EQUIPMENT AND FALL SURFACE MATERIAL BY OTNERS �
PURPOSES ONLY. CONSULT CIVIL ENGINEER'S DRAWINGS FOR ACTUAL �
CONTOURS, AREA DRAIN TYPE, CONNECTIONS TO STORM DRAINAGE O BRICK PAVING, DETAIL 10, SNEET L4.0 �
SYSTEM, OVER ALL SITE DRAINAGE, AND SPOT ELEVATIONS. � � PATN OF TRAVEL
5. ENTIRE SITE IS TO BE ROUGN GRADED BY TNE GRADING CONTRACTOR TO O TUBULAR STEEL FENCING, MATCN EXISTING
GRADEyALL�L�ANDSGAPE LANDSCAPE AREAS.PE CONTRACTOR IS TO FINE AREA OF WORK= 7760 SQ. FT. ( .18 ACRES) Know what's b@ I OW. LA N D S C A P E LAY 0 U T
7O CONCRETE SEATWALL, DETAIL 10, SNEET L4.0 Call before you dig.
6. TNE WORK IN TNESE DRAWINGS AND SPECIFICATIONS MAY RUN TOTAL SITE� 3.05 ACRES W I T H A D A P AT H WAY S
CONCURRENTLY WITN WORK BY OTNERS. TNE LANDSCAPE CONTRACTOR $O WOOD RAISED PLANTER, DETAIL 3, SNEET L4.0
SNALL COORDINATE NIS WORK WITN OTNER CONTRACTORS.
7. ALL DIMENSIONS ARE TO BE TAKEN FROM FACE OF CURBS, FACE OF O WOOD ARBOR, , DETAIL 12, SNEET L4.0
WALLS, AND FACE OF BUILDINGS UNLESS OTNERWISE NOTED ON PLANS.
8. (P.A.) INDICATES PLANTING AREA. 10 BOCCE BALL COURT , DETAIL 12, SNEET L4.1
9. CONTRACTOR SNALL KEEP EXISTING SITE DRAINAGE PATTERNS. 11 6" WIDE X 4" DEEP MOW BAND ADD ONE #3 REBAR IN TNE MIDDLE
10. PRIOR TO ANY DIGGING, CALL UNDERGROUND SERVICE ALERT.
12 MODULAR RETAINIGN WALL, VERIFY LOCATION ON SITE, SEE DETAIL 10, SNEET L4.0 0 �o ��� J�
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_ _ _ = SGN�DUL� 40 PVG NON-PRESSUR� SLEEI/� UND�R PAl/EMENt C2X SIZ�INSID� PIP�) LANDSCAPE ARCHITECTURE
CLASS 200 PVC NON-PRESSURE LATER4L LINE (SIZE AS NOT�D) 477 SOUTH TAAFFE STREET
SUNNYVALE, CALIFORNIA 94086
I INDIGATES CONTROLLER ST.4TION NO.
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/ I � I i i i ! i i � ' , . I . � � / 1. SEE SPECIFICATION AND DETAIL SNEETS FOR ADDITIONAL INFORMATION.
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24 / I J / \ ' :I " i i � i i i i �\ � � I � G.P . �4�� � j 2. NOTIFY TNE LANDSCAPE ARCNITECT IMMEDIATELY IN TNE EVENT OF ANY � \����
. � ..
� � I � � i � � ' I � � -�- � DISCREPANCIES BETWEEN TNE ACTUAL SITE CONDITIONS AND TNIS PLAN. �t�'
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o • � i CLASSROOM 'A' . .� . :.' i �. � � ' � ' � � � �; �� � � � � � � 2 �� — _ �
� � I I , i ! � i �. � . � � � L - '� - '� J � I� „ \� 3. TNIS SYSTEM IS DESIGNED TO OPERATE WITN A STATIC WATER PRESSURE OF 70 PSI. PAUL JAY REED
�
� , � i.. ;.. � , i i � . �4 � �i
� � r. i i i i i i . � . � \ VERIFY WATER PRESSURE PRIOR TO TNE START OF CONSTRUCTION. a No. 2002 y
� � I ' {. � � I � I�� ��� I I � ------ -------- --- � I / � * EXP. 9/30/17 *
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i g
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. _.�
I � � . . � . � � , � .-. -.-.- - -.��.�. --._.--._--._--.__.� - - 3•O 3 � /� 5. LOCATE ALL PIPING IN PLANTING AREAS WNERE EVER POSSIBLE.
� . . , � ..: �
- - -._. .
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• ' ��' � '���� _._.� �._._._._._._._._._._._._._. ._ _� 6. ADJUST ALL IRRIGATION NEADS TO INSURE PROPER COVERAGE AND AVOID EXCESSIVE
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2� I ' " I � � I � � � POC ' � \� 7. COORDINATE AUTOMATIC CONTROLLER ELECTRICAL NOOK-UP WITN PROJECT
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\ ELECTRICIAN.
I . � 1 . . � I�. . . i j I I NEW CONNECTION TO(E)IRRIGATION MAINLINE. � I
� • HAVE AN ENCLOSED B.F.P.DEVICE THAT I • 8. VERIFY TYPE AND LOCATION OF BACKFLOW PREVENTION ASSEMBLY WITN LOCAL
. . •� I I
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I /� � COMPLIES WITH ALL LOCAL CODES AND I I JURISDICTION, PRIOR TO INSTALLATION. OWNERSHIP AND USE OF DOCUMENTS
I B I KE RACK � I � I i I I � � ORDINANCE.VERIFY SYSTEM CAPACITY PRIOR I 9 P P Y
. � All Drawin s, S ecifications and co ies thereof furnished b
��� � I I � � TO CONSTRUCTION. � Reed Associates Landscape Architecture are and shall remain
�-,' ` I � � � � WHEN MAKING SITE HOOKUP TO NON-POTABLE � / 9. INSTALL CI-IECK VALVES AS REQUIRED TO PREVENT LOW-NEAD DRAINAGE. its property. They are to be used only with respect to this
° � I I �� / Project and are not to be used on any other project.
_ WATER ENSURE ENTIRE IRRIGATION SYSTEM IS �
�' '� � — -� � �• CONNECTE�TO SEPaRaTE IRR.waTER n�ETER. — 10. DETECTOR TAPE S4-IOULD BE INSTALLED WIT4-I ANY PRESSURE LINES NOT BURIED IN Submission or distribution to meet official regulatory re–
i i TI-IE SAME TRENCN WITI-I CONTROL WIRES AND WITI-I ANY LINES OF ANY KIND UNDER quirements or for purposes in connection with the
I I � PAVING NOT IN ATRENCI-I WITN CONTROL WIRES. Project is not to be construed as publication in derogation of
B � � � � � � � o\ AREA O F F I C E � —' � Reed Associates Landscape Architecture, common law copyright
P.A. ' , i i 1343 f� � �� \\ 11. INSTALL TWO SPARE CONTROL WIRES ALONG TNE ENTIRE MAIN LINE. SPARE WIRE or o t her reserve d rig h ts.
� — � ... �
. / \ � ' � . i i L.F. \ SNALL BE TNE SAME COLOR (ONE WITN A WNITE STRIPE) AND OF A DIFFERENT
/ P.A. � � ' i i 140'-0" � / I � COLOR TNAN }� 0f���LIQ(I E Q� 36" EXCESS WIRE INTO EACN SINGLE A p p r o v e d P J R
� � � " . i i COR20700 . � � I VALVE BOX A�'�PFf'��NE��LV�E�'�ACI-I GROUP OF VALVES. Drawn JH Reviewed PJR
� • . Q • I � Project No. 17.00
I I EMERALD
` / � ' ' i ; PLAY � � � t /� �\ Scale ���=10' Issue Date 08.15.17
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ELE400024 � � _ � � ,_/
• � � i i SPICA 1 SPINNER • �� — — ��
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - P.A. � �
1 1. REFER TO DRIP IRRIGATION DETAILS FOR TNE LAYOUT AND EXACT DIMENSIONS
----------------------------------------------------- �� �� � I � � FOR TNE DRIP UNE. TNE DRIP LINE SNALL BE A MAXIMUM OF 18" APART AND
_------- D D � SNALL BE A MAXIMUM OF 4" FROM ALL WALKS, CURBS AND WALLS. TNE
------------------------------------------------------- ����� I
(E) CONC
I � NUMBER OF DRIP LINES SNOWN ON PLANS MAY NOT REFLECT TNE ACTUAL
(E) PLANTING ��j���j����j l NUMBER REQUIRED, TNE SPACING GUIDE SNALL TAKE PRECEDENCE. DRIP
��� ��D ��� �� / EMITTER LINES SNALL BE ALIGNED TO NAVE A STAGGERED TRIANGULAR
� `"- \ _ � EMITTER LAYOUT PATTERN.
(E) WALK � T /
� � P•A• � 2. TNE SUPPLY NEADER AND EXNAUST NEADER, WNEN PVG SNALL BE BURIED AT
� \���, /� �� � ��. _ __ � � A MINIMUM OF 12" BELOW GRADE.
--- -- -�����. � � �
- --- -- I � \� � � I 3. INSTALL TNE AUTOMATIC AIR RELIEF VALVE AT TNE NIGNEST POINT ON EACN
� � . — CIRCUIT OR AS DIRECTED BY TNE PROJECT LANDSCAPE ARCNITECT.
\ �
4. OPERATING PRESSURE FOR DRIP EMITTER LINE - 20 PSI (MIN.) TO 60 PSI (MAX).
20 PSI TO BE PROVIDED AT TNE FARTNEST EMITTER FROM TNE P.O.C. VERIFY
PRIOR TO CONSTRUCTION.
IRRIGATION NOTES LEGEND IRRIGATION PIPE SIZING CHART
O1 LOCATE IRRIGATION MAINLINE AND IRRIGATION VALVES IN LANDSCAPE AREAS. ALL IRRI6ATION VALES CLASS 200 SCNEDULE 40 CLASS 315 LA N D S C A P E I R R I G A T I 0 I�
TO BE LOCATED IN SPECIFIED VALVE BOX IN SNRUB PLANTING AREAS ONLY. •INTERMITTENT-PRESSURE P LA N
LATERAL PIPING • CONSTANT PRESSURE PIPING • CONSTANT PRESSUf2E PIPING
1-1/2 INGNES AND SMALLER. 2 INCNES AND LARGER.
„
1/2 == O-4 GPM • INTERMITTENT-PRESSURE
3/4' _= 5-9 GPM LATERAL PIPING •
�
1" _= 10-16 GPM 2•, _= 31-48 GPM
1" _= 9-16 GPM
1-1/4" _= 17-26 GPM �-1/4" _= 16-22 GPM 2-1/2" _= 49-65 GPM
1-1/2" _= 27-35 GPM �_��2„ -- 23-30 GPM 3" _= 66-100 GPM Know what�s below.
2" _= 36-55 GPM Call before you dig.
0 10 20 30
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Scale 1" = 10 ft Sheet of
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� . ' � / OWNERSHIP AND USE OF DOCUMENTS
' • GXY8014 ELE400024 � � _ � All Drawings, Specifications and copies thereof furnished by
. . SPICA 1 • . — � Reed Associates Landscape Architecture are and shall remain
. . SBI�NWLR . �i �� its property. They are to be used only with respect to this
, . � Project and are not to be used on any other project.
• , / \ Submission or distribution to meet official regulatory re—
� quirements or for purposes in connection with the
•� Project is not to be construed as publication in derogation of
� Reed Associates Landscape Architecture, common law copyright
� or other reserved rights.
----------------------------------------------------------------- ------- �� �� � I �
Approved PJR
� I I � I Drawn JH Reviewed PJR
--------------------------------------------------------------------------- �/�J� �/�J � I Project No. 17.00
� (E) CONC �� �� �
74 74 35 � � a� a� \ � � Scale ���=10' Issue Date 08.15.17
�------------------------- �0 �D �
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� — — � P.A. �
-------------------,,, // � . �� — — —� �/
� � \� ' . I
PLANT LIST� PLANT NOTES� PLANT SYMBOLS
KEY BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS WUCOLS �, TNE CONTRACTOR SNALL VERIFY PLANT QUANTITIES FROM TNE PLANTING PLAN.
TREES QUANTITIES SNOWN IN TNE LEGEND ARE FOR CONVENIENCE ONLY. INDICATES PLANT KEY
Tl QUERCUS AGRIFOLIA C�AST LIVE �AK 1 48"BO STANDARD LOW SX
T2 PISTACIA CNINESIS CNINESE PISTACNE � 24"BOX STANDARD LOW 2• NOTIFY TNE LANDSCAPE ARCNITECT IMMEDIATELY IN TNE EVENT OF ANY DISCREPANCIES X INDICATES PLANT QUANTITY
BETWEEN ACTUAL SITE CONDITIONS AND TNE PLANTING PLAN.
SNRUBS 3. PLANT GROUNDCOVER IN SNRUB AREAS AS NOTED, USE TRIANGULAR SPACING.
� �\
/
Sl PITTOSPORUM T. 'VARIEGATA' VARIGATED TOBIRA 6 5 GAL LOW 4. SEE DETAIL AND SPECIFICATION SNEETS FOR ADDITIONAL INFORMATION. I • � EXISTING TREE TO REMAIN
S2 NANDINA D. 'COMPACTA' NEAVENLY BAMBOO 3 5 GAL ��W 5. TNERE WILL BE NO MATERIALS OR PLANT MATERIALS SUBSTITUTIONS WITNOUT APPROVAL � �
S3 RNAPNIOLEPIS U. 'MINOR' YEDDO NAWTNORN 24 5 GAL LOW OF TNE OWNER OR TNE LANDSCAPE ARCNITECT. �—�
S4 PENNISETUM A. 'LITTLE BUNNY' DWARF FOUNTAIN GRASS 24 5 GAL LOW •
S5 PNORMIUM 'MARGARET JONES' NEW ZEALAND FLAX 5 5 GAL �pW 6. ALL SLOPES PLANTED WITN LAWN NOT TO EXCEED A 3�1 SLOPE. ALL SLOPES PLANTED
S6 PENSTEMON 'DARK TOWERS' DARK TOWERS PENSTEMON 27 5 GAL �pW WITN GROUND COVER NOT TO EXCEED A 2�1 SLOPE. �
�
S7 SESLERIA 'GREENLEE' MOOR GRASS -- 5 GAL LOW 7. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS (2� MIN.)
8. IN TNE EVENT OF ANY DISCREPANCIES BETWEEN TNIS PLAN AND ACTUAL SITE
CONDITIONS, TNE LANDSCAPE ARCNITECT IS TO BE NOTIFIED IMMEDIATELY.
GROUND COVER 9. ENTIRE SITE IS TO BE ROUGN GRADED BY TNE GRADING CONTRACTOR TO WITNIN Y Know what�S I�e I OW. LA N D S C A P E P LA N T I N G
Gl VINCA MINOR DWARF PERIWINKLE --- 1 GAL 18" O.C. LOW FOOT OF FINISN GRADE. LANDSCAPE CONTRACTOR IS TO FINE GRADE ALL LAND�CAPE Call before you dig.
G2 CAREX PANSA CALIFORNIA MEADOW SEDGE --- 1 GAL 24"O.C. LOW AREAS. P LA N
G3 STAGNYS BYZANTINA 'BIG EARS' BIG EARS LAMB'S EAR --- 1 GAL 24"O.C. �OW 10. ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION. IN TNE EVENT OF
CONFLICT BETWEEN TNE PLANS AND UTILITIES TNE CONTRACTOR SNALL NOTIFY TNE
LANDSCAPE ARCNITECT. ANY DAMAGE TO UTILITIES, STRUCTURES, OR OTNER FEATURES
VINES TO REMAIN, AND CAUSED BY TNE LANDSCAPE CONTRACTOR SNALL BE REPLACED OR
Vl ROSA BANKSIAE 'LUTEA' BANKSIA ROSE 4 15 GAL 18" O.G. �p�/ REPAIRED BY TNE CONTRACTOR AT NO EXPENSE TO TNE OWNER.
11. TNE WORK IN TNESE DRAWINGS AND SPECIFICATIONS MY RUN CONCURRENTLY WITN WORK
BY OTNERS. TNE LANDSCAPE CONTRACTOR SNALL COORDINATE TNE WORK WITN OTNER
CONTRACTORS.
12. REFER TO CIVIL ENGINEER'S PLANS FOR OVERALL SITE GRADING AND DRAINAGE.
13. SOD LAWN SNALL BE DWARF FESCUE BLEND.
14. PRIOR TO ANY DIGGING OR TRENCNING, CALL UNDERGROUND SERVICE ALERT - 0 10 ��� �0
1.800.227.2600
�
Scale 1" = 10 ft Sheet of
REDWOOD
2X12
3 1 2
NOZZLE AS REQD. BY �
� SLOPE CAP, 2X8
RADIUS AND PATTERN
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4� o.�. — — � — � � � � � � — —
F�N�sN �RA�E _ I I I I I I I I I I I REED ASSOCIATES
� I I I I I LANDSCAPE ARCHITECTURE
SPRINKLER NEAD BARK MULCI-I 80 (3") MIN. 477 SOUTH TAAFFE STREET
AS SPECIFIED _ � I � �— �— � —� SUNNYVALE, CALIFORNIA 94086
CREATE SAUCER WITN TOPSOIL 150 (6") MIN.
�i?T�� ����° - 408.481-9020 / 408.481-9022 FAX
MARLEX STREET ELLS ,T�,;�,T� �r.�i��ii� r�i�� i% T�,,°�,� - -
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= 1=111=11 1=11 -" - � � � � � � � � � � �
�i�I I I I 1=1 I I_ I I 1= - -
RISER, SCN 80 '=i i i=i! i=i i -
N I P P L E, S C N I=1 I I�I - G E N T L Y C O M P A C T E D T O P S O I L M I X T U R E
-i i-��-�
�=�I I i-_I i i=l i i=ITi=ITi=iT==___ ___ GENERAL NOTES
- - I-III-III-111=111=111- - - TAMPED ADMIXTURE BACKFILL
,-�IIIIIIIiIIIII-II1=1I1=1II-i"_"'-1II-1I1=1I1=1I1=I''
- 1,;�111=111�;I�i= -��-iTI=ITi=�� I I I
_I11- O BUILDING, PAVEMENT EDGE OR LAWN NEADER
- COMPACTED
2X BALL DIA. MIN. EARTH FOOTING
LATERAL LINE, PVC O GROUND COVER OR SNRUB PLANTING
MAf2LEX STREET ELL ST. J U D E
TEE OR ELBOW FITTING, SCI� 4O O3 E.Q. = EQUAL DISTANCE. SEE PLANT LIST FOR DIMENSION C LA S S R 0 0 M
COURTYARD
NOTE:
1. SPACE POSTS @ 4'-0" O.C. MAX..
2. .ALL WOOD TO BE REDWOOD MCLELLAN RD. AND STELLING
RD. CUPERTINO, CA
1 IRRIGATION HEAD DETAIL 2 SHRUB PLANTING DETAIL 3 RAISED WOOD PLANTER 4 GROUND COVER SPACING
FACTORY
CUTTHERMAL ISSUE DATE
EXPANSION
SLIP JOINT REVISED VERSION 2 08.15.17
7 GA.GALVANIZED
STEELHAIRPIN, ,�� _ 'DEEPROOT' BARRIER
SEE CHART FOR WIDTH
BENDA BOARD N.TS.
PLASTIC HEADER
BOARD,SEE CHART �
FOR SIZES SEE CHART D � 15„
PLASTIC STAKE FOR THERMAL Q SIDEWALK
@ 3'O.C.MAX.USE Z EXPANSION GAP � - .. .
PLATED DECK SCREWS ��DEEPROOT�� BARRIER � . � . �
FORATTACHMENT (Ug-2L�-2) ��Z�� CHAMFER
LIGHT SANDBLAST
FINISHED FIINISH GRADE
GRADE � _ GROUND COVER ¢�TREE CURB FINISH
TURF -111=111=111 PLANTING AREAS I ��w`
..�.cy��
�I�-III-III- -III-III=I�I-�I�= � Q �
AREA =111=111=1 111=111=111=111=111 SEE CHART FOR
1=111=111= =111=111=111=111= MINIMUM
=111=III=III III=III= -
III=111111111111 -111= RADIUS
= = w TIE I EXP. JOINT � a � a � �
_= =_ � �-m�� f��-m�� 18" , �. � � �
= = � -
_ = I � LODGE POLE I � PANo�2 OREED r�
_I=-_ Q CONCRETE a �
SECTION ��III���I PLAN VIEW TI2EE STAKE �. PAVING * EXP. 9/30/17 *
� SIDEWALK a a
s �
"-' SET ROOT CROWN AT � a • � a • � T �
MINIMUM MAXIMUM THERMAL SLIP JOINT o �-��2�� ABOVE FINISN TIE � � __ — — — �T�� �1,���
GRADE
HDR. ACTUAL RADIUS CROWN EXPANSION HAIRPIN � TOP OF 'DEEPROOT' BARRIER I I I—I I I—I I I—I I I—I I I—I I I
SIZE DIMENSIONS POSSIBLE POSSIBLE GAP AT SLIP JOINT o�nnEn,s�on,s - MUST BE AT LEAST 1/2�� i i i I I I I I I I I I I—
� EAI�TN BEI2M MULCN, 1-1/2" DEEP � a a a � ABOVE GRADE � �o o�O°��� �° I I
I d . Q .
o AROUND ROOTBALL � � � o a a �8 � � � � � � �
2X4 33/8"x13/8"x20' 36" 16"/20' 1/2"-3/4" 11/2"IDx13" 3�� NIGN MIN. "
W PVC CAP � a � � _� I I-I I � •
2" � W/ GRATE a a GROUND LOCKS a . a
SEE CHART � FINISN GRADE a a �
� °��o o°O �j ��o a ° #4 REBAR
FOR THERMAL /.
= I 0 �
1. DO NOT SCREW THROUGH SLIP JOINT a / � O O I I I VERT:24�� O.C.
EXPANSION GAP o ,-p ,-p
2. USE COARSE WOOD WORKING TOOLS — — o �� °Vo �o ° Vo O I I
FOR cuTrw�&�Ri�uN� p� — I I I I•',� :� • I I I—I I I—I I I- � � , , , , , , HORZ: 6 AS-SHOWN. OWNERSHIP AND USE OF DOCUMENTS
Q �- - � �,.- NOTES� I I I I I I I I I I I I I I I � �
3. USE PLATED SCREWS OR RING SHANK =� _ _ .I I I I I I—I I I I All Drawings, Specifications and copies thereof furnished by
- - - - - - � — — - III
- - - - - - I R e e d A s s o c i a t e s L a n d s c a e A r c h i t e c t u r e a r e a n d s h a l l r e m a i n
N A I L S T O J O I N B O A R D T O S T A K E I I I-I I I-I I I- I I- - - I I I I I II I
ao �� - f200TBALL l. INSTALL 'ROOT BARRIER' WI�ERE EDGE OF TREE IS
4. ALLOW FORTHERMALEXPANSION&CONTRACTION =II�=�II=�II II�=II�= �� wp I I I • . • :�. • its ro ert . The are to be used onl with res ect to this
� P P Y Y Y P
I -
- - - - - - �o� '
BYLEAVINGGAPSINTHESLIPJOINTSORATTHEEND III=I�I=III= II=I�I=��I= � — . � I LOCATED WITNIN 5� ��� OF WALK OR CURB. BASEROCK Project and are not to be used on any other project.
oFTHERUN �sEECHART� =II'-'ll= 111=111= - BACKFILL (SEE 2. LINEAR BARRIER SI-IALL BE 'DEEPROOT BARRIER' Submission or distribution to meet official regulatory re-
WARMWEATHERINSTALLMINGAP = II=I�I , I — SPEC�F�CAT��N) COMPACTED uirements or for ur oses in connection with the
- - 9 P P
- . (UB 24 2>
- - 1/2 D �
COLD WEATHER INSTALL MAX GAP 7 GA. —I I I SUBRADE Project is not to be construed as publication in derogation of
5. STAKE APPROX 3'0"OC(MORE FOR STRAIGHT RUNS GALVANIZED III III II III I�I PVC PIPE, PERFORATED 3. DEEP ROOT PARNERS, L.P. Reed Associates Landscape Architecture, common law copyright
� -I I_, I I 4" DIA. X 36" LONG 530 WASNINGTON ST. or other reserved rights.
LESS FOR CURVES) STEEL HAIRPIN, =I I I I II- I
SEE CHART III= II=III
- - = SAN FRANCISCO, CA 94111
FORWIDTH -III-III-
BENDA BOARD =111= - EXISTING SUBGI2ADE (415) 781-9700 Approved PJR
COLOR MENDOCINO REDWOOD SLIP JOINT DETAIL Drawn JH Reviewed PJR
MANUFACTURED BY:EPIC PLASTICS,104 EASTTURNER RD.,LODI CA 95240 4. GENTER ROOT BARRIER ON TREE AND PROVIDE
URL ADDRESS: www.epicplastics.com 2X DIA. f200TBALL PROTECTION FOR A MINIMUM OF 10'-O" LINEAR FEET. Project No. 17.00
Scale Issue Date 08.15.17
5 'BENDABOARD' LAWN HEADER (OR EQUAL) DETAIL 6 TREE PLANTING DETAIL 7 TREE ROOT BARRIER DETAIL 8 SEAT WALL DETAIL
I, � CONCRETE MOW BAND
8 1/4' RADIUS, LT.—BROOM FINISH
(E) BRICK -- f�DOUBLE - 4 X 6 -15" OC
MINIMUM 2"1O (BOTN SIDES
��� SAND BED AUTOMATIC CARRIAGE NOTCN INTO POSTS)
BOLTS POST �"
��2" RA�. SETBACK 5�8�� DIA.
1/4 PER COURSE CAP UNIT SECURED WITH GALVANIZED
GRADE �8" sMooTN ����� � � �� USE EXITING BLOCKS KAPSEAL AHESIVE OR EQUAL
=1I I I I1-1 I�I I 1=1� 8'-O'MIN 6X6 POSTS
DOWEL c� 24" O.C. �V� 'A� � � , 111=iii_���_- -���-
1 P r 1/2" D EP SCORE JT. �� ..°. . .o .� . . . '. . .°. - - �
� Q Q o �� � ��' �i II,�,IIITI�i-���
°—° � - - � - - � - - � - - - -°- - - �� CONC. / ��� o. ° .' . 18"-24 +/- ' � .����i
a a 4 �j oo O O 0 � LOWER GRADE � ��j,,� >` AWAY ROM E FINISN
& o 0 0 0 0 0 00 �� � Y Y � O� O� � O O� 0 �: O � \�\�/�' POST GRADE
0 0 0 0 00 � o 0 0 0 00�00 � o 0 0 00 0 0 0 o BASE f20CK , 0 O° 0 0 ` �i BACKFILL SOIL �BASE (TYPJ
0
4 � o o � � O � � . �
0
0 0 00 0
= COMPACTED �/ °0 oO ° o O � � ° � o� -� � � ' �,v o � . . � i i-iii-iii iii-iii-iii
, �i.' .. 9" .� � � 4-6�� �����i"�������� �: a a �_���_���_� a � �_���_���_�� LANDSCAPE
_ �
SUBGRADE �\ ����� � � � � , I I I-I I I-I I I- , , I I I-111=111- ` < , I I I-I I I-I I I-
�/\�/\� \�/\ \ \�/��/��/\/\� �,,,�y�� ,.,,�,�; %�%, ��� = a °�°�°°���_���_� �—���—���—���; CONSTRUCTION
��\/�\/ �\ �\/� �#4 REBAR\/�\/ FOUNDATION SOIL I I II I I�� � A � ��I I II I I„—,I I I,�I I I a � � �I I II I II I II I II I II I II I I�
6 X6 /10 X10 WWM 1/2" PREMOLDED EXP. JT. / / / / � � CONTINUOUS� / a . I I-I I I I I-I I D ETAI LS
�\\�\\�\\ \�� \��\�\�j\�j\��j�\�j NOTE: INSTALL ACCORDING DRAINING GRANULAR �. ��III� IIIIII ` .a. � iIIIII
TO MANUFACTURERS COMPACTED BASE II— -
NOTE� ALTERNATE EXPANSION � COMPACTED BASEROCK SPECIFICATIONS, AND BACKFILL
1/2" DEEP SCORE JOINTS
CONCRETE
FOOTINGS
TRELLIS NOTES�
COMPACTED
�. POSTS TO BE PRESSURE TREATED DOUGLAS FIR.
NATIVE SOIL ALL OTNER LUMBER TO BE DOUG FIR, STRUCTURAL #1 GRADE, S4S.
2. EASE ALL EXPOSED EDGES 1/g•,
3. ALL WOOD TO RECEIVE 2 COATS OF SEMI-TRANSPARENT STAIN.
COL02 BY OWNER.
■
9 BROOM FINISH CONCRETE 10 BRICK PAVING ON SAND BASE 11 MODULAR RETAINING WALL 12 WOOD TRELLIS
Sheet of
PVC SCN 40 TEE OR ELL
TOP OF MULCN ON SCN. 40 RI6ER
PVC LATERAL PIPE
AUTOMATIC ANTI-SIPNON
- VALVE
IN N R N VA V X�
6 C OU D L E BO
- :: ::: ::: .- .. ... .
f2AIN BIRD VB-6RND
'RAIN BIRD' EA6Y FIT
COMPRESSION ADAPTER
AIR f2ELIEF VALVE KIT� EasY FiT coMPREssioN couPUN�� EASY FIT COMPRESSION TEE
RAIN BIf2D X17000 'RAIN BIRD' (MDCFCOUP)
AR VALVE KIT 'RAIN BIRD' (MDCFTEE)
„ „ . LANDSCAPE DRIPLINE TUBING TOP OF MULCN
FINISN GRADE __ ° —
��j�j�j�j \\�\\�\\�\\�, W LANDSCAPE DRIPLINE TUBING
���j�����j� ii,�i,�i��i
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� ..��������� i�i/i �,/,
W 477 SOUTH TAAFFE STREET
W SUNNYVALE, CALIFORNIA 94086
(n MESN FILTER 408.481-9020 / 408.481-9022 FAX
� web: www.rala.net / email: paul@rala.net
SEE IRR. LEGEND
LANDSCAPE DRIPLINE TUBING r� scNE�u�E so Pvc NiPP�E
y �
FINISN GRADE PRE-SET PRESSURE �������������� �����������
�//��//i�/%�/,�//�///�////,�/��/��/��/��/
/ / /��/i�//�//�,
�� ,/�i����������\��� ���\���\ `i\i\�i�i\�i��i��i .
�,,�%,��������� �����;\� ,%����������� �� TIE DOWN,STAKE= ST J U D E
0 0 -r, �VA���i��A �i � ��iVA V��i •
FINISN GRADE RAIN BIRD (LD165TK)
0����o��� o��� -ro P.o.c. � - ��� To SYSTEM 18" ON CENTER SPACING C LA S S R O O M
EASY FIT COMPRESSION COUPWG� C O U R TYA R D
'RAIN BIRD' (MDCFCOUP)
3-INCN MINIMUM DEPTN OF
3/4-INCN WASNED GRAVEL OFFSET EMITTER TUBBING
18" FROM BUILDING COMPRESSION FLUSN CAP�
6" FROM PAVING� 'RAIN BIRD' (MDCFPCAP)
OR CURBING
MCLELLAN RD. AND STELLING
RD. CUPERTINO, CA
1 DRIP EMITTER LINE DETAIL 2 DRIP EMITTER LINE DETAIL 3 DRIP A.V.B. VALVE DETAIL 4 DRIP EMITTER LINE DETAIL
COUPLING - 'RAIN BIRD' (MDCFCOUP)
FLUSN CAP - 'RAIN BIRD' (MDCFCAP) ISSUE DATE
, ��----��.
--'��' �� REVISED VERSION 2 08.15.17
� i �� COMPRESSION ADAPTER�
� i � 'RAIN BIRD' (600-CF-D
. i �
� i i NOTE� WNEN GLUING TNE 1/2 600-CF-1 TOP OF MULCN
� i ADAPTER INTO TNE PVC TEE, USE
,``�\ f AN ABS TO PVC BONDING SOLVENT RAINY BIRD C�MDCFELSION ELBOW
6-INCN f20UND VALVE BOX�
\~` � RAINYBFRD CMDCFCOUpN COUPLING� RAIN BIRD VB-6RND
. .
EASY FIT 3/4" MALE COMPRESSION ADAPTER� -.
'RAIN BIRD' (MDGF75MPT>
AIR/VACUUM RELIEF VALVE� OR � ���'�'F
'RAIN BIRD' AR VALVE KIT O EASY FIT 1/2" MALE COMPRESSION ADAPTER EASY FIT COMPRESSION TEE FINISN GRADE ��" �i
(INSTALL AT NIGN POINT 'RAIN BIRD' (MDCF50MPT) 'RAIN BIRD' (MDCFTEE> �
IN LANDSCAPE SYSTEM)
=�
�jA/A/A/A /�/� �/�! PAU L JAY R E E D
PVC LATERAL LINE V���A���A���A�� j////////�/ � No. 2002 �
����A��A���A��� ������/���i��� * EXP. 9/30/17 *
LANDSCAPE DRIPLINE TUBING �S`�, �Q
�T �
LANDSCAPE DRIPLINE TUBING FLUSN CAP �U� ����
OR LANDSCAPE DRIPLINE TUBING 'RAINBIRD' (MDCFCAP>
1/2-INCN POLYETNYLENE PIPE OR
PVC SCN 40 SUPPLY LATERAL LINE 1/2-INCI-I POLYETNYLENE PIPE LANDSCAPE DRIPLINE TUBING
OR
1/2-INCN POLYETI-IYLENE PIPE
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by
��C��D��o �� Reed Associates Landscape Architecture are and shall remain
its property. They are to be used only with respect to this
CONTROL ZONE KIT O � o O � Project and are not to be used on any other project.
EASY FIT COMPRESSION COUPLING� Submission or distribution to meet official regulatory re-
RAIN BIRD' (MDCFCOUP) EASY FIT COMPRESSION COUPLING� quirements or for purposes in connection with the
�I 'RAIN BIRD' (MDCFCOUP> 3-INCN MINIMUM DEPTN OF R ed As o ates�L nds anSerArchtec ureliccolmmon �jaW�9atiofi ht
P PY 9
3/4-INCN WASI-IED GRAVEL or other reserved rights.
EASY FIT 3/4" FEMALE COMPRESSION ADAPTER� Approved PJR
IRR. MAINLINE SUPPLY PIPE �'RAIN BIRD' (MDCF75FPT)
OR
EASY FIT 1/2" FEMALE COMPRESSION ADAPTER Drawn JH Reviewed PJR
SUPPLY NEADER 'RAIN BIRD' (MDCF50FPT) Project No. 17.00
PVC SCN 4o EASY FIT COMPRESSION FLUSN CAP�
WITN COMPRESSION FITTINGS= 'RAIN BIRD' (MDCFCAP) 08.15.17
Scale ssue a e
'RAIN BIRD' (600-CF-1) PVC LATERAL LINE
5 DRIP EMITTER DETAIL 6 � DRIP EMITTER DETAIL 7 DRIP EMITTER LINE DETAIL 8 DRIP EMITTER LINE DETAIL
PVC SCN 40 TEE OR ELL
'RAIN BIRD' EASY FIT
COMPRESSION ADAPTER
TOP OF MULCN
EASY FIT COMPRESSION COUPLING� PROGREEN ��AUGUSTA„
'RAIN BIRD' (MDCFCOUP) SYNTETIC TURF, 3/4" PILE
2"X4" RECYLED PLASTIC NAILER BOARD
Wl Y"�X 4" CONCRETE ANCNOR BOLT WITN� 3 LBS/SQ. FT. SILICA
AT 2,_8„ O.C. TO PCC PAVING SAND INFILL
` 1" DEEP 1/4-MINUS BLUE
NorEs: I I FINES
�• INSTALL BUBBLER ABOVE ROOT BALL ill III-1I1 III-1I I11=11 II 1=111 III 111-111 III 111-111 111=II1��II II 1=1II I II1=1T I II IIII— 1-1II
2• INSTALL BUBBLER ON UPI-IILL SIDE OF III_I11=111=111 III_III 11=11 III—III III_I11=111 �i�="' '�= I ;I I„I I,,,III—I I—III Ili-
_'�I—I I I-1 I I—I I I I I�I I I=I I I I-1 I I=I I I-1 I I=I I 1= '�I I=I I 1=1 I LANDSCAPE
PLANT W NERE APPLICABLE. �� _ - I-1 I i=�" ,RAIN BI Dw(LDI6STK> =I�I
� -� �_��� ,��_� i��-�i �ii=i��=�ii-ii� i�i, TUBirvG 5/4" x 6"
DRPLINE 'Tf2EX' DECKING
6"
�s" ON CENTER SPACING (END WALLS ONLY) �
BUBBLER �/2�� STI2EET ELL FINISN GRADE�
STEM� � 48" MAX � PVC SCN 40 RISER
WATERING BERM C2) 8��x8�� TIMBEf2
FINISN GRADE NOSEp(LENGNT AS REQUIRED> O CEDAR
'MANFRI' GEOTEXTILE FABRIC
�''���'� � � I—I I I—I I I—I I I— I—I I I
.::�...,,.
�����' I I I—I I I—I I I I I I I I I—I
— �—� � : . �. 1/2" REBAR III II I II II II 4" DEEP CL III @ 95� REL.
I I—I I I— � ' ' . 12" MIN. COVER PVC SCN 40 TEE OR ELL =I I I I I I I II I I I I I I I I I I COMPACTATION.
—I . � � : TOP OF MULCN 'RAIN BIRD' EASY FIT I I I I I I I I I I I I I I I I I I I I I I
� � � coMPREssioN a�APTER I I I I I I I 1 I I I I I I I I �I -I I COMPACTED SUBGRADE TO LA N D S CA P E
-I I I I I I—I I l—I I I_ �I I�_
'' I I I I I I =1 I I- I� - 95� RELATIVE DENSITY.
ROOT BALL I I I � : 1/2" TNREADED SIDE OUTLET FINISN GRADE EASY FIT COMPRESSION COUPLIN6� i i i i i il- '
_ . __ _ _
.
— — PVC SCNEDULE 40 TEE (SXSXT) 'RAIN BIRD' (MDCFCOUP) CO N ST R U CT I 0 N
MATERIAL BACKFILL I - I I - I ' OR ELL (SXT) CONNECTED TO D ETA I LS
I I I 11212. LATERAL LWE.
1/2" X 3/8"�PVC SCI-IEDULE 40 KING BROS. CV-MF SERIES
MALE ADAPTER (TYP.) CNECK VALVE (TXT> NOTES�
'-I-1 I'-I I�—I-1 I-1I— I-1 —�I-1 — I-1I I I-1I1-1I I_I I1-1I I-1I I- I-1I— I--� —I I-1I1-1I I_-���
_ _ _ =1 =I1=1 =I1= — — — =1I1=1I1=1I1=1I1=1I1=1I I—I I—I— =1I1=1I1=1I I-'
_ = I—I�=�.1—I— I—I I. I I I—I I1=1I1=1 I1=1I1=1 I'— 1=1 — I 1=1I1=1I 1=1I1='
- — I I I�I I I I I I-I I I II I I I I-I_I I I— —1 I 1=1 I 1=I I-1 I I-1 I I-1 I 1=1 I I-1 I=I 1= I I-1 I 1=1 I I=i i i=
'��;, �i,i=iii=iii=iii_ _ � ���_ _ =iii_iii_iii_,� ii-iii_- 1. SYNTNETIC TURF BY PROGREEN (888.440J888)
���i���-���_���- -���_���- 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
�ii i iiiiiiiiiiiiii i i i-i-�i�i��i�i-
-,��-i i i-i i - _i - -i i i- - -i i i-iTi-��-
—i��— i i I I 1=1��=�I I���I I I���I I I;I I 1-1 I 1-1 I i—
i �' = LANDSCAPE
TUBING
DRPLINE
PVC SCN 40 RISER
TIE DOWN STAKE=
'RAIN BIRD' �D165TK)
18" ON CENTER SPACING
■
� PVC LATERAL LINE
9 TREE BUBBLER DETAIL 10 DRIP EMITTER DETAIL 11 12 BOCCE BALL COURT DETAIL
Sheet of
LANDSCAPE SPECIFICATIONS 1 .4 WARRANTY C. CONTROL WIRE
F. IRON SULFATE: STANDARD COMMERCIAL BRAND.
IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING
A. FURNISH OWNER WITH GUARANTEE THAT IRRIGATION SPRINKLER SYSTEM IS FREE FROM
1. DIRECT BURIAL REMOTE CONTROL WIRES U.L. APPROVED TYPE U.F. MINIMUM OF
F CT IN MAT RIALS AN W RKMANSHIP AN TH WORK HAS N COMP IN
DE E S E D 0 D E BEE LETED
,
4 64 INCH VINYL INSULATION. CONSULT VALVE MANUFACTURER'S CURRENT WIRE SIZING
C. WOOD CHIP MULCH
ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ORDINARY WEAR AND TEAR UNUSUAL �
1.0 GENERAL ' ' CHART FOR RE UIRED WIRE SIZES.
ABUSE OR NEGLECT ACCEPTED.
Q
• 1. ALL PLANTED AREAS EXCEPT TURF SHALL RECEIVE A TOP DRESSING OF MULCH
� >
CONSISTING OF RECYCLED DYED WOOD CHIPS OR FIR CHIPS MEDIAN GRIND 3 8 TO
,
- - �
A. THE WORK INCLUDES LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE WORK 2. COMMON RETURN WIRE - WHITE, PILOT WIRE - RED, ORANGE, OR BLACK.
INDICATED IN DRAWINGS AND DESCRIBED IN SPECIFICATIONS. B. PROVIDE GUARANTEE FOR REPAIR OR REPLACEMENT OF DEFECTS IN MATERIAL OR TO 3/4" DIAMETER. SHREDDED BARK IS UNACCEPTABLE.
WORKMANSHIP, SETTLING OF BACKFILLED TRENCHES, AND TO REPAIR OR REPLACE DAMAGE 3. MAKE SPLICES WITH "SCOTCH LOK" N0. 3577 CONNECTOR SEALING PACKS, OR
1. PERFORM WORK IN ACCORDANCE WITH BEST STANDARDS OF PRACTICE RELATING TO RESULTING FROM THE REPAIRS OR REPLACEMENTS OF DEFECTS WITHOUT ADDITIONAL COST TO APPROVED EQua,�. D. PLANT MATERIAL
VARIOUS TRADES, AND UNDER CONTINUOUS SUPERVISION OF A COMPONENT FOREMAN OWNER.
CAPABLE OF INTERPRETING DRAWINGS AND SPECIFICATIONS. C. MAKE REPAIRS OR REPLACEMENTS, INCLUDING COMPLETE RESTORATION OF DAMAGED D. SPRINKLER HEADS, REMOTE CONTROL VALVES, AUTOMATIC CONTROLLER, QUICK COUPLE 1. CONFORM PLANT MATERIAL, INDICATED IN DRAWINGS BY THE LISTED NAMES, TO
"STANDARD PLANT NAMES", SECOND EDITION. EXCEPT FOR NAMES NOT INCLUDED,
PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, WITHIN A REASONABLE TIME �. TYPE, SIZE, AND LOCATION INDICATED IN DRAWINGS. FOLLOW THE ESTABLISHED CUSTOMS OF THE NURSERY TRADE.
B. PRIOR TO CONSTRUCTION, VERIFY THAT CONTRACT DOCUMENTS REFLECT LATEST REVISIONS, AS DETERMINED BY OWNER, AFTER RECEIPT OF WRITTEN NOTICE.
INCLUDING PLAN CHECK REQUIREMENTS. 2. ALL PLANTS SHALL BE TRUE TO NAME. TAG ONE OF EACH BUNDLE OR LOT WITH THE
D. IN THE EVENT OF FAILURE BY CONTRACTOR TO MAKE REPAIRS OR REPLACEMENTS WITHIN A 2. LOCATE REMOTE CONTROL VALVES AND QUICK COUPLERS A MAXIMUM OF 12 NAME AND SIZE OF THE PLANT, IN ACCORDANCE WITH STANDARDS OF PRACTICE
C. CONSTRUCT IRRIGATION SYSTEM USING MATERIAL AND METHODS CONFORMING TO TEN DAYS AFTER RECEIPT OF WRITTEN NOTICE, REPAIRS OR REPLACEMENTS WILL BE INCHES FROM CURB, WALK, OR HEADERBOARD. RECOMMENDED BY AMERICAN ASSOCIATION OF NURSERYMEN.
APPLICABLE PROVISIONS OF UNIFORM PLUMBING CODE, PUBLISHED BY WESTERN MADE BY OTHERS AT THE EXPENSE OF SUB-CONTRACTOR.
PLUMBING OFFICIALS ASSOCIATION, NATIONAL ELECTRICAL CODE, AND OTHER CODES E. BACKFLOW PREVENTION 3. ALL PLANT MATERIALS SHALL MEET THE SPECIFICATIONS OF FEDERAL, STATE, AND REED ASSOCIATES
PROPERLY GOVERNING THESE ACTIVITIES AT THE LOCATION OF THE WORK. E. WARRANTY PERIOD FOR IRRIGATION SPRINKLER SYSTEM, 1 YEAR FROM DATE OF ACCEPTANCE COUNTY LAWS, REQUIRING INSPECTION FOR PLANT DISEASES AND INSECT INFESTATIONS. LANDSCAPE ARCHITECTURE
BY OWNER. 1. BACKFLOW PREVENTERS AS INDICATED IN DRAWINGS OR AS APPROVED BY LOCAL 477 SOUTH TAAFFE STREET
1. VERIFY LOCATIONS OF EXISTING UTILITIES WHETHER OR NOT SHOWN IN DRAWINGS. GOVERNING BODY. 4. PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, SUNNYVALE, CALIFORNIA 94086
ASSUME RESPONSIBILIN FOR THEIR PROTECTION. 1 .5 LANDSCAPE MAINTENANCE AND GUARANTEE VIGOROUS, FREE FROM PLANT DISEASES, INSECT PESTS, OR OTHER EGGS, WITH 408.481-9020 / 408.481-9022 FAX
2. DO NOT LOCATE IN LAWN AREAS. HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE
D. THE CONTRACT DOCUMENTS ARE NOT INTENDED TO CONFLICT WITH REQUIREMENTS OF A. PROVIDE MAINTENANCE FOR PLANTING AND IRRIGATION FOR 60 CALENDAR DAYS AFTER STAGE POINT OF BEING ROOT BOUND. web: www.ra�a.net / email: paul@rala.net
GOVERNING ORDINANCES. WHEN DRAWINGS AND SPECIFICATIONS DESCRIBE MATERIALS, ACCEPTANCE. 3. SCREEN UNIT WITH PLANT MATERIAL SHOWN ON PLANTING PLAN IN LOCATION OF
WORKMANSHIP, OR CONSTRUCTION OF BETTER QUALITY, HIGHER STANDARD, PROVISIONS OF BACKFLOW PREVENTER OR ELSEWHERE ON SITE WHEN DIRECTED BY LANDSCAPE 5. USE ONLY PLANT MATERIALS THAT ARE FIRST CLASS REPRESENTATIVE OF THE SPECIES
DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE. 1. WORK INCLUDES, BUT IS NOT LIMITED T0, WATERING, WEEDING, MOWING, FERTILIZING, ARCHITECT. AND CULTIVARS SPECIFIED AND THAT CONFORM TO ALL STATE AND LOCAL LAWS
E. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR THE WORK. CULTIVATING, SPRAYING, CUTTING, AND PRUNING NECESSARY TO KEEP PLANTS IN A 4. AVOID USING PVC PIPING IN BACKFLOW PREVENTER ASSEMBLIES. GOVERNING THE SALE, TRANSPORTATION, AND INSPECTION OF PLANT MATERIALS.
HEALTHY GROWING CONDITION, AND TO KEEP PLANTED AREAS NEAT AND ATTRACTIVE
F. BEFORE PROCEEDING WITH THE WORK, VERIFY DIMENSIONS AND QUANTITIES. IN APPEARANCE THROUGHOUT MAINTENANCE PER�o�. F. VALVE BOXES 6. PROVIDE ONLY PLANTS WITH STRAIGHT, SINGLE TRUNKS, UNLESS OTHERWISE INDICATED
IMMEDIATELY INFORM LANDSCAPE ARCHITECT OF DISCREPANCY BETWEEN DRAWINGS, 2. IMMEDIATELY REPLACE DAMAGED, UNHEALTHY, OR DEAD TREES, SHRUBS, AND IN DRAWINGS.
SPECIFICATIONS, AND ACTUAL CONDITIONS. COMMENCE WORK IN AREAS OF DISCREPANCY GROUND COVERS WITH SIZE AND KIND INDICATED IN DRAWINGS. 1. CONTROL VALVE BOXES, AMETEK N0. 10-70-00 WITH GREEN COVER LID N0. 10- 7. THOSE SPECIFIED TO BE MULTI-TRUNK SHALL HAVE AT LEAST THREE MAIN LEADERS
ONLY AFTER RECEIVING INSTRUCTIONS FROM LANDSCAPE ARCHITECT. 173-004, OR EQUAL. PROVIDE EXTENSIONS IF REQUIRED. FROM THE BASE.
G. DIMENSIONS INDICATED IN DRAWINGS ARE APPROXIMATE. PROVIDE OFFSETS, FITTINGS, 3. PRIOR TO END OF MAINTENANCE PERIOD, APPLY FERTILIZED 'D' (15-2-6) AT THE RATE 2 2 �p,NDSCAPE PLANTING MATERIALS ST J U D E
SLEEVES, ETC., REQUIRED TO COMPLETE THE PROJECT. PERFORM SIMILAR OPERATIONS FOR OF 4 POUNDS PER 1,000 SQUARE FEET UNIFORMLY OVER ALL PLANTING AREAS. 8. PLANTS THAT HAVE ENCIRCLING ROOTS, NOT ROOT BOUND, SHALL HAVE ROOTBALLS LIGHTLY •
LIKE CONDITIONS WITHOUT ADDITIONAL COST TO OWNER. 4. UPON COMPLETION OF INITIAL 60 DAY MAINTENANCE PERIOD, NOTIFY LANDSCAPE A. SOIL SLASHED ON A MINIMUM OF 3 SIDES TO STOP ENCIRCLING ROOT GROWTH. C LAS S R 00 M
1 .1 SUBSTITUTIONS ARCHITECT 48 HOURS PRIOR TO DATE OF INITIAL INSPECTION. 1. EXISTING SURFACE SOIL, UNLESS OTHERWISE INDICATED IN DRAWINGS, FREE FROM 9. THE HEIGHT AND SPREAD OF PLANT MATERIALS SHALL BE MEASURED WITH BRANCHES C 0 U RTYA R D
B. GUARANTEE THAT PLANTS AND PLANTING AREAS ARE IN HEALTHY, THRIVING CONDITION FOR SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, ROCKS, STICKS, BRUSH OR OTHER IN THEIR NORMAL POSITION. MEASURE SIZES OF PLANTS ON THE PLANT LIST.
A. FURNISH MATERIALS IN QUANTITIES, SIZE, AND MANUFACTURE INDICATED IN DRAWINGS AND AN ADDITIONAL 60 DAYS AFTER INITIAL ACCEPTANCE OF PROJECT BY LANDSCAPE ARCHITECT. DELETERIOUS MATERIALS. A. 5 AND 15 GALLON CAN CONTAINER STOCK SHALL HAVE BEEN GROWN IN THAT
SPECIFICATIONS. CONTAINER NOT LESS THAN SIX (6) MONTHS, BUT SHALL NOT HAVE BEEN
1. FINAL ACCEPTANCE MAY BE GRANTED AT THIS TIME AS DETERMINED BY LANDSCAPE 2. NATIVE SOIL, MATERIAL EXCAVATED FROM PLANTING HOLES, FREE FROM ROCK OVER 1/2 OVERGROWN IN THE CONTAINERS SO AS TO HAVE BECOME ROOT BOUND.
B. FOR A PERIOD OF 30 DAYS AFTER EXECUTION OF CONTRACT, LANDSCAPE ARCHITECT WILL ARCHITECT. INCH IN DIAMETER.
CONSIDER FORMAL REQUESTS FROM CONTRACTOR FOR SUBSTITUTION OF PRODUCTS IN PLACE B. 15 GALLON CAN CONTAINER STOCK SHALL HAVE A PLANTED HEIGHT OF 6 FEET WITH
OF THOSE SPECIFIED ONLY UNDER THESE CONDITIONS. 2.0 PRODUCTS 3. IMPORTED SOIL, IF REQUIRED, SANDY LOAM TEXTURE. 1 INCH CALIPER TRUNK. MCLELLAN RD. AND STELLING
1. WHEN SPECIFIED PRODUCTS ARE NOT AVAILABLE THROUGH NO FAULT OF SUB-CONTRACTOR. 2.1 IRRIGATION SPRINKLER MATERIALS A. SUBMIT SOIL SAMPLES AND ANALYSIS OF IMPORTED SOIL TO LANDSCAPE 2.3 SOURCE QUALITY CONTROL RD. CUPERTINO, CA
ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO PROJECT SITE.
2. WHEN IT IS CLEARLY SEEN, IN THE JUDGMENT OF OWNER, THAT A SUBSTITUTION WILL A. PVC PLASTIC PIPE AND FITTINGS A. PERFORM INSPECTIONS OF CONSTRUCTION FOR THE FOLLOWING PARTS OF THE WORK:
BE TO OWNER'S BEST INTERESTS IN TERMS OF TIME, COST, OR OTHER CONSIDERATIONS. B. SHOULD LANDSCAPE ARCHITECT REJECT ANY PORTION OF DELIVERED SOIL, FOR ANY
1. MAIN LINE PRESSURE PIPING, TYPE 1120-1220 SCHEDULE 40, NSF APPROVED, REASON, SELECT SOIL MATERIAL FROM A DIFFERENT SOURCE AND RESUBMIT TO
C. SUBMIT A SEPARATE REQUEST FOR EACH SUBSTITUTION. PROVIDE COMPLETE DATA LASCO, JOHNS MANVILLE, OR APPROVED EQUAL. LANDSCAPE ARCHITECT FOR APPROVAL WITHOUT ADDITIONAL COST TO OWNER. 1. INSPECTION UPON COMPLETION OF PRELIMINARY FINISH GRADING AND IRRIGATION
SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION, INCLUDING PRODUCT SPRINKLER SYSTEM.
IDENTIFICATION, MANUFACTURER'S NAME AND ADDRESS, MANUFACTURER'S LITERATURE, AND A. MAIN LINE PVC PIPE FITTINGS, TYPE 1-11 SCHEDULE 40, NSF APPRovE�. B. FERTILIZERS AND SOIL AMENDMENTS 2. INSPECTION OF PLANTS PRIOR TO LAYOUT. ISSUE DATE
SAMPLES AS APPLICABLE. REVISED vERSION 2 08.15.17
2. LATERAL NON-PRESSURE LINE PIPING, TYPE 1120-1220 SCHEDULE 40, CLASS 1. COMMERCIAL GRADE FERTILIZERS AND SOIL AMENDMENTS, UNIFORM IN COMPOSITION,
� ) 3. LAYOUT INSPECTION OF SPOTTED PLANTS.
D. MANUFACTURER'S WARRANTIES WILL NOT RELIEVE SUB-CONTRACTOR OF HIS LIABILITY UNDER THE 200, NSF APPROVED, LASCO, JOHNS MANVILLE, OR APPROVED EQUAL. DRY AND FREE-FLOWING, DELIVERED TO SITE IN ORIGINAL, UNOPENED CONTAINERS,
GUARANTEE, ONLY SUPPLEMENT THE GUARANTEE. EACH BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 4. INITIAL INSPECTION UPON COMPLETION OF PLANTING AND TREE STAKING, PRIOR TO
1 .2 RECORD DRAWINGS A. LATERAL PVC PIPE FITTINGS, TYPE 1-11 SCHEDULE 40, NSF APPROVED, 2, MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED, MAKING IT UNSUITABLE COMMENCEMENT OF MAINTENANCE PERIOD.
LASCO, SLOANS, OR APPROVED EQUAL. FOR USE, WILL BE REJECTED.
A. FURNISH OWNER WITH A SET OF RECORD DRAWINGS (REPRODUCIBLE VELLUMS) OF IRRIGATION 3. SOLVENT, TYPE APPROVED BY MANUFACTURER OF PIPE AND FITTINGS. USE SCHEDULE 5. FINAL INSPECTION AT CONCLUSION OF ADDITIONAL 60 DAY LANDSCAPE MAINTENANCE
SPRINKLER SYSTEM AT CONCLUSION OF THE INSTALLATION. 80 PVC THREADED NIPPLES IN RISER ASSEMBLIES. A. FERTILIZER 'A': FERTILIZER FOR GENERAL SOIL FERTILITY IMPROVEMENT IN ALL PERIOD.
TURF AND PLANTING AREAS SHALL BE PELLETED TYPE HAVING
1. OBTAIN VELLUMS FROM LANDSCAPE ARCHITECT AT COST OF REPRODUCTION PLUS 25 4. USE ONLY PVC PLASTIC PIPE FREE FROM BLISTERS, INTERNAL STRIATIONS, DENTS, A N6-P20-K20 FORMULA. B. LISTED INSPECTIONS WILL BE MADE BY LANDSCAPE ARCHITECT OR AN AUTHORIZED
PERCENT. WRINKLES, CRACKS, HOLES, FOREIGN MATERIALS, SMOOTH INTERIOR WALL WITH A GLASS- REPRESENTATIVE.
LIKE APPEARANCE. B. FERTILIZER 'B': FERTILIZER TO BE APPLIED TO LAWN AREAS PRIOR TO 1. REQUEST INSPECTION BY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF
B. INDICATE IN RECORD DRAWINGS ALL CHANGES MADE TO IRRIGATION SYSTEM DESIGN. SEEDING OR SODDING SHALL BE PELLETED TYPE HAVING
1 .3 EXTRA MATERIALS A. CONTINUOUSLY AND PERMANENTLY MARK EACH PIPE WITH MANUFACTURER'S N6-P2-KO (WITH 1% IRON). TIME INSPECTION IS REQUIRED.
NAME, KIND OF PIPE, MATERIAL, SIZE SCHEDULE OR TYPE, AND MANUFACTURER'S C. FERTILIZER 'C': FERTILIZER TO BE INCORPORATED IN EACH PLANT PIT SHALL 3.0 EXECUTION
A. FURNISH OWNER WITH 2 EACH OF THE FOLLOWING MATERIALS FOR EACH TYPE OF VALVE QUALITY CONTROL IDENTIFICATION. BE A PLANT TAB WITH FORMULA N20-P10-K5, SUCH AS � �'��F
AND SPRINKLER HEa,� INSTALLED iN THE sYSTEM: B. GALVANIZED PIPE AND FITTINGS AGRIFORM. 3.1 IRRIGATION SPRINKLER SYSTEM ��.
1. VALVE KEYS. D. FERTILIZER 'D': FERTILIZER TO BE APPLIED TO LAWN AREAS AFTER TURF IS A. PREPARATION � �
2. SERVICE WRENCHES. 1. WHERE INDICATED IN DRAWINGS, USE ASA SCHEDULE 40 MILD STEEL SCREWED ESTABLISHED AND AROUND INSTALLED CONTAINER PLANTS � PAUL JAY REED �
3. QUICK COUPLER VALVE KEYS. PIPE, GALVANIZED, WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON DURING THE MAINTENANCE PERIOD SHALL BE PELLETED TYPE 1. COORDINATE INSTALLATION OF SPRINKLER MATERIALS, INCLUDING PIPE, TO ELIMINATE a No. 2002 y
4. HOSE SWIVELS COMPATIBLE WITH QUICK COUPLER VALVES. FITfINGS. COMBINATION CHEMICAL ORGANIC FORMULA N15-P2-K6. INTERFERENCE WITH, OR DIFFICULTY IN PLANTING SHRUBS, TREES, GROUND COVER, * EXP. 9/30/17 *
5. KEYS TO OPEN AUTOMATIC CONTROL CABINET. EXISTING OR PROPOSED UTILITIES, AND OTHER CONSTRUCTION. RESTORE TO ORIGINAL s�, �Q
A. GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING. E. SOIL AMENDMENT: RECYCLED COMPOST MATERIAL, CONTOURS AND ESTABLISHED GRADES CHANGED DURING COURSE OF THE WORK. y�,� ��
� ���
1 2 3 4
B. INSTALLATION � C. CUT PIPE CUT STRAIGHT AND TRUE. � • �
A. IN THE EVENT OF SUCH COMPACTION, CONTRACTOR WILL BE REQUIRED TO
1. PRIOR TO INSTALLATION, LAYOUT AND STAKE PRESSURE SUPPLY LINES, LATERAL LINES, AND D. AFTER CUTTING, REAM OUT ENDS TO THE FULL INSIDE DIAMETER OF THE PIPE. FOLLOWING MATERIAL, PER 1,000 SQUARE FEET, INTO THE TOP 6 INCHES OF SOIL, USING RECULTIVATE COMPACTED AREAS.
LOCATION OF SPRINKLER HEADS. OBTAIN APPROVAL LAYOUT FROM LANDSCAPE E. IN CHANGING PIPE DEPTHS, USE 45PJ ELBOWS. A ROTOTILLER OR SIMILAR MACHINE, THEN THOROUGHLY WATER. 5. SODDING: RAKE AREAS TO FINISH GRADE ELEVATION TO 1 INCH LOWER THAN
ARCHITECT. ADJACENT PAVING TO ACCOMMODATE SOD THICKNESS. OWNERSHIP AND USE OF DOCUMENTS
F. SPRINKLER HEADS 6 CU. YDS. - RECYCLED COMPOST MATERIAL (SOIL AMENDMENT)
A. IF EQUIPMENT IS INCORRECTLY LOCATED WITHOUT APPROVAL, RELOCATE PER 25 LBS. - FERTILIZER A' All Drawings, Specifications and copies thereof furnished by
DIRECTIONS OF LANDSCAPE ARCHITECT WITHOUT ADDITIONAL COST TO OWNER. 15 LBS. - SOIL SULPHER A. SPREAD 20 POUNDS PER 1,000 SQUARE FEET OF FERTILIZER 'B' ON SOIL Reed Associates Landscape Architecture are and shall remain
1. INSTALL TURF HEADS, WHERE ADJACENT TO FIXED OBJECTS SUCH AS HEADERBOARDS, SURFACES PRIOR TO SODDING. THEN NEATLY INSTALL SOD SLABS. its property. They are to be used only with respect to this
CURBS, OR MOWING STRIPS, SO POWERED EDGING TOOLS CAN PASS BETWEEN TURF Project and are not to be used on any other project.
2. CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTION (P.O.C.) INDICATED HEAD AND FIXED OBJECT WITHOUT DIFFICULTY. 2. CULTIVATE EXISTING PLANTING AREAS WITH HAND TOOLS. B. STAGGER END JOINTS, TIGHTLY JOINTED WITH NO VISIBLE SPACES. Submission or distribution to meet official regulatory re-
IN DRAWINGS. quirements or for purposes in connection with the
2. LOCATE SHRUB HEADS MINIMUM 12 INCHES FROM BACK OF CURBS AND EDGE OF 3. PREPARED SOIL MIX FOR BACKFILL IN PITS FOR TREES, VINES, AND SHRUBS, CONSISTING C. LIGHTLY WATER AND ROLL ENTIRE AREAS. THEN HEAVILY WATER TO ASSURE WATER Project is not to be construed as publication in derogation of
A. MAKE CONNECTIONS AT APPROXIMATE LOCATIONS SHOWN IN DRAWINGS. WALKWAYS WHEN SHRUB HEAD IS MOUNTED ABOVE GRADE ON A RISER. OF THE FOLLOWING: PENETRATION OF AT LEAST A DEPTH OF 8 INCHES. Reed Associates Landscape Architecture, common law copyright
or other reserved rights.
B. ASSUME RESPONSIBILITY FOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. G. CONTROL VALVES 1/3 YD. - RECYCLED COMPOST MATERIAL (SOIL AMENDMENT) 6. SEEDING: APPLY FERTILIZER 'B' TO FINISH GRADED SURFACES AT THE RATE OF 4
2/3 YD. - NATIVE SOIL POUNDS PER 1,000 SQUARE FEET. Approved PJR
C. TRENCHING & BACKFILLING 1. INSTALL ELECTRIC, NORMALLY CLOSED ANGLE CONTROL VALVES AS INDICATED IN 1 LB. - IRON SULPHATE
DRAWINGS AND AS SPECIFIED BY MANUFACTURER. , � A. USE ONLY SEED THAT IS WEED FREE, FRESH, RECLEANED, GRADE A, NEW CROP Drawn JH Reviewed PJR
1. EXCAVATION INCLUDES REMOVAL OF WATER AND MATERIALS, OR OBSTRUCTIONS OF ANY AND FERTILIZER C AS FOLLOWS CONSISTING OF THE PERCENTAGE OF MIX AS DESCRIBED IN DRAWINGS. Project No. 17.00
NATURE THAT WOULD INTERFERE WITH THE WORK. 2. SET VALVES IN VERTICAL POSITION, HOUSED IN AMETEK OR EQUAL VALVE BOX WITH
1 GAL: 1-TAB Scale __- Issue Date 08.15.17
2. REMOVE FROM THE SITE EXCESS AND WASTE MATERIAL RESULTING FROM TRENCHING REMOVABLE COVER, FLUSH WITH FINISHED GRADE. WHEREVER POSSIBLE, INSTALL IN A 5 GAL: 2-TABS B. LABEL SEED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF AGRICULTURE
OPERATIONS. SHRUB AREA. 15 GAL: 4-TABS RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT
H. ELECTRICAL WORK 6-8 TABS FOR BOXED MATERIAL GUARANTEEDBANALYSISRED TO PROJECT SITE IN BAGS BEARING DEALER'S LABEL AND
3. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH.
1. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, THE 4. CONDUCT SOIL PREPARATION AND PLANTING OPERATIONS ONLY UNDER FAVORABLE C. SOW SEED IN 2 DIRECTIONS AT A TOTAL COMBINED RATE OF 10 POUNDS PER
A. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT FOR TRENCHING EXCAVATION STATE OF CALIFORNIA ELECTRICAL SAFEfY ORDERS, OTHER APPLICABLE STATE AND LOCAL WEATHER CONDITIONS. SOIL SHALL NOT BE WORKED WHEN EXCESSIVELY DRY OR WET. 1,000 SQUARE FEET.
INDICATED IN DRAWINGS AND AS NOTED. CODES AND REGULATIONS.
A. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO STOP WORK TAKING PLACE DURING D. SOW SEED BY EXPERIENCED PERSONNEL AT A TIME WHEN LITTLE OR NO WIND IS
4. COVERAGES 2. ASSUME RESPONSIBILITY FOR THE COORDINATION OF ALL ELECTRICAL SERVICE A PERIOD WHEN CONDITIONS ARE CONSIDERED DETRIMENTAL TO SOIL STRUCTURE BLOWING.
CONNECTIONS TO THE CONTROLLER. OR PLANT GROWTH.
A. PROVIDE MINIMUM COVER OF 18 INCHES FOR PRESSURE SUPPLY LINES. C. PLANTING TREES, SHRUBS, & VINES E. LIGHTLY RAKE INTO TOP 1/8 INCH OF SOIL.
I. FIELD QUALITY CONTROL
B. PROVIDE MINIMUM COVER OF 15 INCHES FOR ALL NON-PRESSURE LINES INDICATED F. DO NOT MOW UNTIL TURF IS 2-1/2 INCHES HIGH, AND FOR INITIAL MOWING DO
IN DRAWINGS. 1. FLUSH PIPES BY REMOVING HEADS AND OPERATING THE SYSTEM AT FULL PRESSURE 1. DIG PITS FOR PLANTS SQUARE PER DETAIL IN DRAWINGS. NOT MOW LOWER THAN 1-1/2 INCHES. REMOVE ALL CLIPPINGS.
C. PROVIDE MINIMUM COVER OF 24 INCHES OVER PIPE UNDER VEHICULAR WAYS. UNTIL ALL RUST, SCALE, SAND, ETC., IS REMOVED. A. LEVEL SIZE OF PITS SHALL BE 2 TIMES DIAMETER OF ROOT BALL, AND ONE-HALF
AGAIN AS DEEP AS THE DEPTH OF ROOT BALL. 7. FERTILIZING DURING MAINTENANCE: APPLY FERTILIZER 'D', 30 CALENDAR DAYS AFTER
D. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRING. A. DIVERT FLUSHING WATER TO PREVENT PONDING OR SOIL EROSION. PLANTING, AT THE RATE OF 5 POUNDS PER 1,000 SQUARE FEET.
2. TEST PIPING UNDER FULL PRESSURE, WITH RISERS CAPPED FOR A PERIOD OF TWO B. SOIL AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING TO ENSURE ROOT A. REPEAT EVERY 30 DAYS THROUGH MAINTENANCE.
E. PROVIDE 3 INCH SAND BACKFILL, ALL SIDES OF PVC PIPE, WHERE SOILS CONTAIN HOURS. PENETRATION. AVOID SMOOTH CIRCULAR SIDES.
GREATER THAN 50% ROCKS OR OTHER MATERIAL 1/2 INCH OR LARGER IN DIAMEfER F. WEED CONTROL, PEST CONTROL, & MULCHING
WITHIN NATIVE BACKFILL MATERIAL. 3. INSPECT PIPE FOR LEAKS. 2. BACKFILL PITS WITH "PREPARED SOIL" TO THE BOTTOM OF THE ROOT BALL. THEN SET
THE PLANT IN AN UPRIGHT POSITION IN CENTER OF HOLE. BACKFILL SPACE AROUND IT 1. WEED CONTROL MATERIAL SHALL BE A PRE-EMERGENT HERBICIDE, TRIFLUROLIN (TREFLAN)
D. COMPACTION WITH PLANTING MIX.
A. CORRECT ANY LEAKAGE DISCOVERED DURING TESTS. OR DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL, APPLIED ON PLANTED
1. COMPACT BACKFILL FOR TRENCHING TO A DRY DENSITY EQUAL TO ADJACENT A. WHEN THE BACKFILL AROUND THE PLANT IS APPROXIMATELY TWO-THIRDS AREAS. DON'T APPLY TO TURF DEVELOPED AREAS.
4. REPEAT TESTS UNTIL SATISFACTORY.
UNDISTURBED SOIL IN PLANTING AREAS AND TO 90� IN PAVED AREAS. COMPLETED, THOROUGHLY WATER. BACKFILL COMPLETE TO THE GRADE OF THE 2. CONSIDER IT PART OF CONTRACTOR'S WORK TO CONTROL ON-SITE OR NEARBY PESTS THAT
5. TEST SPRINKLER HEADS: SURROUNDING AREA. ARE DISTURBING THE CONDITION OF LANDSCAPE IMPROVEMENTS.
2 I�R EG�ULARIT�IES.DJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER , B. THE CROWN OF THE PLANT SHALL BE 1-1/2 INCHES ABOVE (MINIMUM) FINISHED
A. TO DETERMINE THAT THEY FUNCTION ACCORDING TO MANUFACTURER S DATA, AND GRADE. 3. CONTROL OF PESTS INCLUDES, BUT IS NOT LIMITED TO RODENTS, RABBITS, INSECTS,
3. PLACE INITIAL BACKFILL ON ALL LINES OF A FINE GRANULAR MATERIAL. DEER, ETC.
B. TO DETERMINE THAT THE INSTALLATION WILL PROVIDE DESIGN COVERAGE. 3. PREPARE A SOIL RING AT LEAST 3 INCHES HIGH AND AS WIDE AS ROOT BALL AROUND
4. FOREIGN MATTER LARGER THAN 1/2 INCH IN SIZE WILL NOT BE PERMITTED. EACH PLANT (NOT IN A TURF AREA) TO RETAIN WATER. 4. REPAIR DAMAGE THAT OCCURS TO THE ORIGINAL CONDITION OF IMPROVEMENTS,
6. ALLOW OR CAUSE WORK TO BE COVERED UP OR ENCLOSED ONLY AFTER IT HAS BEEN INCLUDING REPLACEMENT OF PLANT MATERIAL WHEN REQUIRED, WITHOUT ADDITIONAL
INSPECTED TESTED AND APPROVED BY LANDSCAPE ARCHITECT. COST TO OWNER.
5. IF SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN ' ' A. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. � LANDSCAPE
OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, MAKE REQUIRED ADJUSTMENTS A. SHOULD ANY WORK BE CLOSED OR COVERED UP BEFORE INSPECTION AND TESTS 5. SPREAD BARK CHIP MULCH EVENLY OVER ENTIRE PLANTED AREA, EXCEPT TURF
WITHOUT ADDITIONAL COST TO OWNER. B. REMOVE TURF IN A 24 INCH DIAMETER RING AROUND EACH TREE BASE IN TURF
ARE SATISFACTORILY COMPLETED, UNCOVER THE WORK, AND AFTER IT HAS BEEN DEVELOPED AREAS, TO A MINIMUM DEPTH OF 2 .
INSPECTED, TESTED, AND APPROVED, MAKE ALL REPAIRS WITH MATERIALS AS MAY AREAS.
E. HANDLING OF PIPE BE NECESSARY TO RESTORE DISTURBED WORK TO ITS ORIGINAL AND PROPER D. PLANTING GROUND COVERS G. PRELIMINARY INSPECTION AND STAGE ACCEPTANCE SPECI FICATION
1. INSTALL PVC PIPE ALLOWING A SMALL AMOUNT OF EXCESS LENGTH IN THE LINE TO CONDITION WITHOUT ADDITIONAL COST TO oWNER. PLAN
COMPENSATE FOR CONTRACTION OR EXPANSION OF THE PIPE. 1. PLANTING SHALL TAKE PLACE IN THE EXISTING PREPARED MOIST AND FRIABLE SOIL, 1. UPON COMPLETION OF PLANTING WORK, NOTIFY LANDSCAPE ARCHITECT THAT PROJECT
3.2 LANDSCAPE PLANTING PROCEDURES NEVER DRY OR WET AND SOGGY. IS READY FOR INSPECTION.
A. ACCOMPLISH EXCESS LENGTH BY "SNAKING" THE LINE IN THE TRENCH DURING A. CLEARING & GRUBBING 2. UPON INSPECTION, IF LANDSCAPE ARCHITECT FINDS ENTIRE PROJECT COMPLETE AND
TIME OF INSTALLATION. A. THE MOIST CONDITION SHALL EXTEND TO THE FULL DEPTH OF CULTIVATION. IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, STAGE ACCEPTANCE WILL BE
2. HANDLE AND ASSEMBLE PIPE, FITTINGS, AND ACCESSORIES BY SKILLED TRADESMEN 1. PRESERVE EXISTING TREES IN AN UNDISTURBED CONDITION. 2. SPACE GROUND COVER PLANTS AS INDICATED IN DRAWINGS AND IN THE PLANT LIST. GRANTED.
USING APPROVED METHODS AND TOOLS. EXERCISE CARE TO PREVENT DAMAGE TO 2. ROUGH GRADE EARTHEN MOUNDS TO CONTOURS INDICATED IN DRAWINGS. 3. IF ASPECTS OF PROJECT ARE INCOMPLETE OR IMPROPERLY INSTALLED, CONTRACTOR WILL
MATERIALS OR EQUIPMENT. 3. PLANT IN EVENLY SPACED ROWS WITH STAGGERED TRIANGULAR SPACING AND AROUND BE NOTIFIED AND HAVE 5 WORKING DAYS IN WHICH TO CORRECT OR COMPLETE THE
SHRUBS AND TREES TO WITHIN ONE FOOT.
A. KEEP INTERIOR OF PIPES, FITTINGS, AND ACCESSORIES CLEAN AT ALL TIMES. 3. CONSTRUCT MOUNDS WITH ENOUGH EXCESS MATERIAL TO ALLOW FOR FUTURE WORK.
CLOSE OPENINGS IN PIPING RUNS AT THE END OF WORK EACH DAY TO PREVENT SETTLEMENT. 4. NO GROUND COVER SHALL BE PLANTED LESS THAN ONE-HALF OF THE SPECIFIED SPACING
ENTRY OF FOREIGN MATERIALS. FROM ANY CURB OR WALKWAY. 4. STAGE ACCEPTANCE WILL BE GIVEN ONLY WHEN ALL WORK IS CORRECT AND COMPLETE.
A. FINAL LOCATION OF MOUNDS SHALL NOT CONFLICT WITH EXISTING UTILITIES, UTILITY
B. BENDING OF GALVANIZED STEEL PIPE WILL NOT BE PERMITTED. BOXES, VALVE BOXES, �c. E. PLANTING TURF GRASS 5. THE STAGE ACCEPTANCE BY LANDSCAPE ARCHITECT OF LANDSCAPE PROJECT WILL
ESTABLISH THE BEGINNING OF PLANT MAINTENANCE PERIOD.
3. PERFORM JOINTING BY COMPETENT TRADESMEN SPECIALLY TRAINED IN THE TYPE OF 4. NO COMPACTION WILL BE ALLOWED, EXCEPT FOR NORMAL GRADING AND SHAPING 1. AFTER ALL SOIL AMENDMENT AND FERTILIZERS HAVE BEEN APPLIED AND CULTIVATED
WORK REQUIRED, USING TOOLS AND EQUIPMENT RECOMMENDED BY THE OPERATIONS. INTO SOIL, FINE GRADE ALL AREAS. 3.3 CLEANING
MANUFACTURERS OF THE PIPE, FITTINGS, OR EQUIPMENT. 5. UPON COMPLETION OF GRADING OPERATIONS, SPREAD EXCESS MATERIAL IN AREAS A. UPON COMPLETION OF WORK, REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, AND �
DIRECTED BY LANDSCAPE ARCHITECT. 2. REMOVE RIDGES AND DEPRESSIONS. AREAS SHALL BE SMOOTH, CONTINUOUS, FIRM SUB-CONTRACTOR'S CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES.
A. TAKE EVERY PRECAUTION TO SECURE A PERMANENT, WATER-TIGHT JOINT PLANES THAT ENSURE PROPER SURFACE DRAINAGE.
BETWEEN EACH LENGTH oF PiPE. B. SOIL CONDITIONS B. FINAL INSPECTION OF THE WORK WILL BE MADE BY LANDSCAPE ARCHITECT IN THE
3. REMOVE ROCKS, SOIL LUMPS, AND DELETERIOUS MATERIALS LARGER THAN 1 INCH, RAKE PRESENCE OF THE SUB-CONTRACTOR WHEN WORK IS COMPLETED. NOTIFICATION SHALL BE
B. JOINTING PROCEDURES AND METHODS ADOPTED BY CONTRACTOR SHALL BE IN 1. CULTIVATE PLANTED AREAS TO A LIGHT AND FRIABLE CONSISTENCY. UNIFORMLY TILL THE AND COMPACT AREAS WITH A 200 POUND ROLLER. MADE BY THE CONTRACTOR 48 HOURS IN ADVANCE OF SUCH INSPECTION.
STRICT ACCORDANCE WITH RECOMMENDATIONS OF MANUFACTURER OF JOINTING
MATERIAL USED. 4. AVOID ADDITIONAL COMPACTION OF THE SOILS AFTER TREATMENT. DO NOT PERMIT
VEHICULAR OR EQUIPMENT TRAFFIC OVER AREAS. Sheet of