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Approved Plan Set Community Development Department �I� ICl DI ' io — p LANDSCAPEARCHITECTURE '� E �N R O 1570 Oakland 408 487 2200se.CA.95131 www.hmhlastudio.com e# - 0 -4 Application Number(s) al t r �PyDSCApf � p a I e /07/ ��.� � o ��ti V N0.�53 � Signature Erick no • • ■ J��P� -� � � ��. CU PERTI NO CALI��RN IA � �� ' � P 7 T9TF�F CAl\F��a� � � CARING HOUSE �� Q= MINISTRIES �� o� ZW oZ �o 0 �� PLANS WERE DESIGNED BY REFERENCING: LAN DSCAP E D RAW I N G S �LL J O m Z 1.GRADING PLANS PREPARED BY ATLAS CIVIL DESIGN_DATED:09.21.2016 : °; 2.GEOTECHNICAL REPORTS PREPARED BY NIA DATED:NIA. 280 280 SHEET TITLE ❑J i .�. .... - - -f:1 '' !��'.;;n a W - L0.01 COVER SHEET �W NOTES m 0 o J ; �� t�� - L0.02 TREE MITIGATION PLAN �1P1�'{' Z= SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE J � _ �F = �.tz�,c� o L0.03 TREE MITIGATION LEGEND,NOTES,AND DETAILS z� REPORT.PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO CLIENT,PROJECT LANDSCAPE ARCHITECT AND �r; ' °o O � •, � = L0.04 EXISTING SITE PLAN � LOCAL AGENCY AS REQUIRED.SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE �>>an nr `'''1 a z OR AGENCY ADOPTED WELO AS FOLLOWS: O m ; ;,,,_:�i1� ' _ L1.01-L1.02 CONSTRUCTION PLAN a`� (1)SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. � a `'��{bs L2.01-L2.02 CONSTRUCTION DETAILS $¢ (A)SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL,INCLUDING PROTOCOLS REGARDING = ;5 '� Stever.;cr�e� �'d„ A'Qs, ��- N J ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS. � ' � - ��E'n��'t��y��n°°� '> `' � """'' L2.03 CONSTRUCTION NOTES,MATERIALS LIST,AND LIGHTWG LEGEND Zm w¢ (B)THE SOIL ANALYSIS MAY INCLUDE:SOIL TEXTURE,INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE � �'°" L3.01-L3.02 IRRIGATION PLAN �o INFILTRATION RATE TABLE,PH,TOTAL SOLUBLE SALTS,SODIUM, PERCENT ORGANIC MATTER,AND RECOMMENDATIONS. 85 ' °� (2)THE PROJECT APPLICANT,OR HISIHER DESIGNEE,SHALL COMPLY WITH ONE OF THE FOLLOWING: "'`� L3.03 IRRIGATION LEGEND AND NOTES �a (A)IF SIGNIFICANT MASS GRADING IS NOT PLANNED,THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART •-`"�"' L3.04-L3.05 IRRIGATION DETAILS ' ' [;upartmr � �� OF THE LANDSCAPE DOCUMENTATION PACKAGE;OR SITE .��" '1 �P`�°r"+�'�� x . - L4.01-L4.02 PLANTING PLAN a w ti��y��,� - " - (B)IF SIGNIFICANT MASS GRADING IS PLANNED,THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF � _� ''"'`"`�°`-"':."`� L4.03 PLANTING LEGEND AND NOTES �' THE CERTIFICATE OF COMPLETION. � n,�a�ks - �O . `'ShoPr�inq Ce'�ter .- � O w�c (3)THE SOIL ANALYSIS REPORT SHALL BE MADE AVAILABLE,IN A TIMELY MANNER,TO THE PROFESSIONALS PREPARING THE LANDSCAPE L4.04 PLANTING DETAILS �� DESIGN PLANS AND IRRIGATION DESIGN PLANS TO MAKE ANY NECESSARY ADJUSTMENTS TO THE DESIGN PLANS. STEVENS CREEK � a� (4)THE PROJECT APPLICANT,OR HISIHER DESIGNEE,SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS L5.01 GENERAL SPECIFICATIONS � � a° REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION. L5.02-L5.03 CONSTRUCTION SPECIFICATIONS o� L5.04 IRRIGATION SPECIFICATIONS � O Q � CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE WORK IS COMPLETE AND IN COMPLIANCE WITH THE MOST CURRENT CODES, V I C I N I TY MA P a o L5.05 PLANTING SPECIFICATIONS J� ORDINANCES AND REQUIREMENTS OF THE GOVERNING AGENCY.HMH IS NOT RESPONSIBLE FOR CHANGES WHICH OCCUR TO THE CODES, Z Z o� ORDINANCES OR REQUIREMENTS AFTER THE GOVERNING AGENCY'S APPROVAL OR DURING INSTALLATION. N O T T O S C A L E � � � w� CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR � O N� SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.HMH IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO � � o� CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS,NOR RESPONSIBLE FOR ACTS OR OMISSIONS � �� OF THE CONTRACTOR,SUBCONTRACTORS,OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF W J Z� Z THE WORK. Q w° W a � o" AS REQUESTED BY THE OWNER,HMH WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE _ �o PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT - � =Z T H E W O R K,W H E N C O M P L E T E D,W I L L B E I N S U B S T A N T I A L C O N F O R M A N C E W I T H T H E C O N S T R U C T I O N D O C U M E N T S.H O W E V E R,H M H W I L L � � O o� NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE WSPECTION TO CHECK QUALITY OF THE WORK. Z Zw � � O J � � �¢ THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY HMH FOR THE COMPLETION OF THE WORK OR THE QUALITY � � �� ° OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). W °"� Z N a o� CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE CONTRACTOR'S BEST SKILL AND ATTENTION.CONTRACTOR SHALL BE _ SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES LANDSCAPE ARCHITECTURAL SCOPE: GOVERNING AGENCY �¢ AND FOR COORDINATING ALL PORTIONS OF THE WORK. Z N C� �Q T H I S P R O J E C T I N C L U D E S T H E I M P L E M E N T A T I O N O F A N D R A I N A G E C H A N N E L T H R O U G H T H E S U N N Y CITY OF CUPERTINO: � _� CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, VIEW WEST SITE AND LANDSCAPE ENHANCEMENTS ADJACENT TO THE CHANNEL THESE WILL INCLUDE � � �Z SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES,AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A ENHANCED PAVING,DECKING,PLANTING,AND RETROFIT IRRIGATION.ALSO,A CULVERT BRDIGE 10300 TORRE AVENUE o� CONTRACT WITH CONTRACTOR. STRUCTURE AND HAND RAILING WILL BE INSTALLED.TREES WILL BE REMOVED AND MITIGATED IN CUPERTINO,CA 95014 � � o° ACCORDANCE WITH GTY OF CUPERTINO POLICY. �� IN THE EVENT OWNER CONSENTS T0,ALLOWS,AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS,SPECIFICATIONS,OR OTHER � CONSTRUCTION DOCUMENTS,AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY HMH,OWNER RECOGNIZES THAT SUCH �� ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF HMH IN ADDITION,OWNER AGREES,TO THE FULLEST EXTENT N ~ PERMITTED BY LAW,TO INDEMNIFY AND HOLD HMH HARMLESS FROM ANY DAMAGE,LIABILITY OR COST(INCLUDING REASONABLE �_ 0 o ATTORNEY'S FEES AND COSTS OF DEFENSE)ARISING FROM SUCH ALTERATIONS. DESIGN TEAM �¢ 0 "" THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT �W Z m o THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LANDSCAPE ARCHITECT Z= LOCATION OR THE EXISTENCE OR NONEXISTENCE OF SUCH UTILITIES.IN NORTHERN CALIFORNIA,CONTRACTOR SHALL CONTACT HMH °o UNDERGROUND SERVICES ALERT AT 1-800-642-2444 PRIOR TO PERFORMING ANY CONSTRUCTION WORK.IN OTHER AREAS,CONTRACTOR 1570 OAKLAND ROAD �° SHALL CONTACT A SIMILAR AGENCYIORGANIZATION. SAN JOSE,CA 95131 �� (408)487-2200 a> CONTRACTOR SHALL PROVIDE PROPER PROJECT MAINTENANCE AFTER THE PROJECT IS COMPLETE.ANY LACK OF OR IMPROPER �LL °� MAINTENANCE MAY RESULT IN DAMAGE TO PROPERTY OR PERSONS.CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESULTS OF ANY CIVIL ENGINEER Q Z LACK OF OR IMPROPER MAINTENANCE. ATLAS CIVIL DESIGN �0 2191 EL CAMINO REAL,SUITE 208K °LL OCEANSIDE,CA 92054 �o (760)718-8010 (n J Q= J� =0 10.07.16 PLANNING SUBMITTAL �� w�x �� ¢z xo H U (/7 W W= wr �� ¢_ �� 00 U Q �tii NO OATE DESCRIPTION �K Z 7 O O PROJECT N0: 4888.D0 U= � a CAD DWG FILE: 488800CVC.DWG rn N DESIGNED BY: JD r�i co DRAWN BY: KG 0 � CHECKED BY: JD rn \ DATE: 09.01.2016 C� SCALE: AS SHOWN 3 � OC HMH U > U O O W � � a 0 � COVER SHEET � 0 0 � a / J � / a 0 0, O N W c+i � � a o � N � � U � o L0.01 � � � a � / o �j a Community De�elopment Department Planning Division—Cupertino LANDSCAPEARCHITECTURE CUPER7[N4 APPROVFD 15700akland 4084872200se.CA.95131 Case# TR-2016-45 _ __—————————— � www.hmhlastudio.com _— -- Appl'€cation Number{s}— —— �--— — ---=---=—=— — -_ _ _ -- -- --- — ----� d a � �� Approva�-Body:Director/Staff � � a � _ a � - a — a- -----�_— - --- � a° <° a aa °�a � ° PpIDSCAp f -- a --- ��- Ap p r��-a�=[�=a �- � ° a a ° °� � �a a ° ` a ��.�� o �� a � �y/ a a � a ° c��v �Q' Na sass � Signature Erick Serrano - J -� Case Manager '� �� II s/sina \... � • wn..a oo�. i .._----�-�; < � P � `rT'9T �a� /�— °, � F OF CA��F� a '4 � � ---- < < a -- � I " ° �a< , aa a � — 4a � �_- -- � � II �I a ° ` C CARING HOUSE �� I ° °a . Q= � a ° MINISTRIES � ;,�; o° � �� ZW a oZ �o . 0 wW �� < �LL J O m� SUNNY VIEW WEST oW �; BUILDING C a aW a >Z . J �J ��O - 4 �� W Z F � Z� O p U� az � X � � \ ` ac[ a ' , a aQ (32.( 1.33 Y 34• °� � =r �� /\ � � �� Q a Zm `�`� 9' , a ° wQ a wJ O a . • . a . .a �� a a � ° < a a� o �° — ° w c� , � , a <a �? d 2�1� `l/_� < �a a ° �a _� < x w ° • �� 8 �,�—�d�_�s� • o,� o aw a _� `,J >w a .�� Q w� ° t 31 /I •27 � O � O ad \ �� ° °_ °� � �� I .21� 'r a a a°. °= 26• � � / ° ° a ° a � � a� \ � ,� a (�Y ` a a Z CC e � O O \ • O � K� � ° � �a � a o �X25 a� - Jw ( ' Z Z az — °o `� �� ( •20� � OC �w o�` ( x`24j _ a `> � ° ` � O �� ` � � z= �� p ��23� � — � � W _ z� � �� a�.—� � /�i16 �� ° �g� -Z • � Q �o `�� o� �� 18/�\ - W a (� az �2� a `��.i'� � � � � �,� �� 15( �•14 � •17� ., _ �Z . � ,� / V o� � � ��- Z Z� `v � — ow �� ° I .13�—� . � �° SUNNY VIEW WEST ��`�1 .12� SUNNY VIEW � � W o� � � \ A MANOR � N a � BUILDING B I o� �� Q � x �� —� N �` �J v °J ° �� ( •11 ° � wQ aa _� ° a ° � �Z `� �a a � � z; � � --,� �¢ ° ` °�� o� � a aa � �' g � C!� � �o � 0 , Z� oLL � N ow � a °a • \ ��. ZJ n `� o� , , aa � U� w= m� � SUNNY VIEW �¢ -- I •� �—� I 5 � WEST �� COMMUNITY � TREE PROTECTION LEGEND mo � Z= .4 � a J I BUILDING a oa Q a. DESCRIPTION SYMBOL / �o SUNNY VIEW WEST I a � �` � a "' � \1 J¢ B U I L D I N G A < ° a � , T R E E T O B E R E M O V E D ( �{ �LrL d a� . . . � a a �Z � ❑� ❑a aO . ..Od° \��/ �� ( 3. o 0 w ° ZZ / o� a w / <o J� d �LL Q /��\ �� a aa TREE TO REMAINIPROTECT ( , � a= -- � �� '2 � =o � ' �a � � � � a \`/ 10.07.16 PLANNING SUBMITTAL �� w� � a x < �� °� . a� . �a Q Z . � . a . �. . , . a� . . � =O � .a .. . a . w= o 0 40 0 0 0 0 0 0 / \ a .° ;Q ° •� � PROPOSED TREE , a= oZ `/ a �tii � � . NO OATE DESCRIPTION �K Z 7 "a O O PROJECT N0: 4888.D0 "= a ;, EXISTING TREE SUMMARY CADDWGFILE: 4888DOVPG.DWG � TOTAL TREES TO REMAIN 26 DESIGNED BY: JD co � � DRAWN BY: KG � " TOTAL TREES TO BE RELOCATED � CHECKED BY: JD � \ � a 4 TOTAL TREES TO BE REMOVEDIMITIGATED 8 DATE: 09.01.2016 o � TOTAL EXISTING TREES INCLUDED IN INVENTORY 34 SCALE: AS SHOWN U aa C HMH � TREE MITIGATION SUMMARY TABLE 0 W � � o I � \ TOTAL PROPOSED TREES 7(24��BOX � (NOT WCLUDING STREET ` � TREE MITIGATION o � � TREES 2(36"BOX) PLAN a � GRAPHIC SCALE a o � � 20 0 �0 20 40 $� NOTES: "' � � i 1. SEE SHEETS L4.01 FOR PLANTING PLAN. � � (In Feet) 2. SEE TREE INVENTORY ON SHEET L0.03 FOR ADDITIONAL INFORMATION. � & 1 inch=20 feet L0.02 � � � 0 � a '�'A�L�� -TREE E�/ALUAi'I+DhI SU�'IMAR'1� TREE PROTECTION NOT.� TABLE 2-TREE REMOVAL SUMMARY Community Development Department Prepared By:Lisa Harris,ISACertifiedArborist#WE-9977A SECTION I DBH MEASUREMENT HEIGHT:54"{4.5') P n �}� T6TAL PRESERYRTION Date of Inventory:September 1,ZO'IG SITE PREPARATION:ALL EXISTING' IALL BE FEIV�f�l�I�Hh�I��'��IQUnUTSI��PDIRYf'n� TREE� 66TANkCALNAME C4P.9PAON NA1AE �gH NEALTH Sl11TRBILITY REk50N FORREMOYAL REPLACEMENT REPLACEMENTSPECIES LANDSCAPE ARCHITECTURE Suita6ility for Preservation is hased on the following: LINE(FOLIAR SPREAD)OF THE T�r�� FOLLOWING FORMULA�'T��]I-� C'�"IN DISTANCE 4b5tfJCin��{r�5'rUCtiOfl 4f nPl'J 1570 Oakland Road.San Jose.CA.95131 ��N� � Pinus canariensis Canary Island Pine 30.1 31,' I•:loderate dra�nage pipe.H�gh debris produ�ing. One 36"Box Quercus agr�folda 4oa.aa�22oo Good-Trees with 9ood hea�th and structura�stabi�irythat have the potentia�tor�on9e�iry at�he site. FROM THE TRUNK FOR EVERY INCH IN TRUNK DIAMETER,MEASURED[.(�rEE�A OJ E AVERAGE Modera3e-Trees in somewhatdedining health andlore�ibits strudural defects that cannol be abated with treatmen�.Trees will require more intense managementand will have a shorter lifespan than �otent�al hazard. www.hmhlastudio.com GROUND LEVEL.EXAMPLE:A 24 IN ER T �i�/� ENCE ERECTED 24 FEET FROM those inthe'Good'catec7ory. �n�Tu��u}�Y �n�ni�u�ni i�n n�eiv rEE�uir+u ❑bstruct9ng construCion of new Poor-Trees in poor health orwi�h significant structural defects that canno3 be rrnitigated.Tree is expected to decline,regardless oftreatmend Includes trees thatwould be ade�ersely irnpacted on THE BASE OF THE TREE(24 X 12=�d�I L-��r�--rrT rrvc�� Tra , � Pinus canariensis Canary Island Pine 22.0 4 IJloderate drasnage nipe.High debris producing. Tvdo 24"Box Cercis occ�dentalis Health Rating MADE OF WIRE WITH STEEL STAKES,SUCH AS CYCLONE FENCI�1?Rf��r��fV�,�P3�'9�E�f�IN THE DRIP 5 Ahealthy,vicarous 7ee,reasanablyffee ofdisease;with good structure and form typical ofthe species, LINE OF THE TREES,EVERY ATTEMPT SHOULD BE MADE TO RELOCATE THE FENCE OUTSIDE THE ?otenTis!ha�ard. 4 Atree with sli ht decline in vi or,small amount oftwi dieback,minor structural defects that could be correeted, DRIPLINE OF THE TREE.IF NOT PO �{� 'E B E�l HE CHANCE OF oor F�eaith,o6structing�onstruction 3 Atree with m deratevigor,moderate twig and small branch dieback,thinning ofcrown,poor leafcolor,moderate structural defects thatmaythat mightbe mi6gatedwith care. ��`'�� `� � Lagerstraemia indica Crape IM1y�rtle 8.3 2J3 Poor � One 24"Box Cercis acc9dentalis LIMB BREAKAGE FROM CONSTRUCTIUN EQUIPMENT ENC�,4CHING WITHIN�HE DRIP LINE.ALL of new drainage channel. 2 Atree in decline,epicormic growth,extensive dieback ofinedium to large branches,significant struetural defects thatcannot be abated. p,NDSCqp f 1 Atree in severe decline,dieback of scaffold brenches and ortrurrk,mostlyepicormic growth;eatensive structural defects that carrnotbe abated. CONTRACTORS,SUBCONTRACTOR� ��I'I[��C�IEL��RNED THAT �F,O�'� p��"pcy o Tree is dead ENCROACHMENT WITHIN THE FENCE��REA IS FORBIDDEN VVI I HUU I I Ht(;UNStN I Ur I Ht(;tK I IfItU � Poor heaith.06s#ructing construc#ion �}'�P�' `cp% Abbreviations and Definitions � Lagerstroemia indica Crape 1�1�rt1e 7.p 213 Paor of new draina e channel. �ne 24"Box Cercis occidentalis J na�ss � ARBORIST ON THE JOB.THIS INCL�j nF�i��I,p�T LIMff�I�TcO��OF LUMBER AND OTHER g -� CD Codominantbranches Forked branches nearlythe sarcne sizein diameter,arising from a common junc#ion an lacking,a normal�ranch union, MATERIALS,DISPOSAL OF PAINTS,S��\/ENTS OR 0 �"°"^ CDB Dieback in Crown Condition where branches in ihe tree crown die from thetips toward the eenter, P ' ,�� F ❑bs�ructing cons#ruction of new sis,na EQUIPMENT OR OTHER HEAVY EQUIPMENT.PENALTIES,BASED ON TH aC50S ��EDIAL REPAIRS Liquidam�ar styraciflua 54v?at Gum s._ � poor ane 2t"eox Cereis occidentalis • ��. s DBH Diameter at 3reast Height Measurement of7ee diameter in inches.Measurement heightvaries byCityand is noted abo�e. pa#htivay.Poor health. FB Fireblight Adisease i�truit trees resu�ti��i�bur�t�ooki�g fo�ia�e. AND THE EVALUATION GUIDE PUBLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE,SHALL �bs#ruc#ing consiruction of new sTq °°" �`P IB Included Bark Structural detectwhere bark is included between the branch attachment so the wvod can'tjoin Such defect can ha�a higher probabilityoffailure. BE ASSESSED FOR DAMAGES TO THE TREES. �� Pinus canariensis Canary Island Pine 24.0 4 Irloc�erate pa#htivay.High de6ris producing. One 3fi"Box Quercus ageifolia TF�F CA��F�� ML Multiple Leaders Morethan one upright primarystem �atential haxard. MT Multi-trunk Atree ha�ing 2 or moretrunks,either originating atgrade or branching after DBH height measurement SECTION II ❑6steuciing canstruction of new ND Nitrogen Deficiency Deficiencyoften resulting in lack of growth and yellow or pale green leaves. GRADINGIEXCAVATING:ALL GRADING PLANS THAT SPECIFY GRADING WITHIN THE DRIP LINE OF ANY �� Liqui�amoar sY.4raciflua S�eet Gum 10.3 2;3 Iwloderate pai��Y �ne 2A"Box Cereis acciden#alis � 5 Suckers Shootarising from the roots. z al�s#euc#in cons#ruction of netiv � n ofsoil aroundtree rootsystem which can damagevitality. TREE,OR WITHIN THE DISTANCE FROM THE TRUNK AS OUTLINED IN SECTION I WHEN SAID DISTANCE IS �� CARI NG HOUSE Y SC Soil Compaction Compactio Liquidamear sTdraciflua S�eet Gum 82 2 Poor �ne 24"Box Cercis acciden#alis i�awiaiiy�i at��iiuoi y��iiuiuuiis iiiuuuiiiy�a�uea,N�c�i u�aiiui aua�iiiiiciiu,uo�n5,ui ue�ayeu wa.+uu iii aiiy Nait ui uie uae uiai iiiay�c�iiuiuute tu�uuc.wiai �� SD 57uctural Defects OUTSIDE THE DRIP LINE,SHALL FIRST BE REVIEWED BY THE CERTIFIED ARBORIST.PROVISIONS FOR paihway.Roor healih. �„�,,... �� sR sur�ace Roots Rootsvisibleatfinishedgrade. AERATION,DRAINAGE,PRUNING,TUNNELING BENEATH ROOTS,ROOT PRUNING OR OTHER NECESSARY MINISTRIES o° ACTIONS TO PROTECT THE TREES SHALL BE OUTLINED BY THE ARBORIST.IF TRENCHING IS � Z Z NECESSARY WITHIN THE AREA AS DESCRIBED ABOVE,SAID TRENCHING SHALL BE UNDERTAKEN BY o W HAND LABOR.ALL ROOTS 2 INCHES OR LARGER SHALL BE TUNNELED UNDER AND OTHER ROOTS �� SHALL BE CUT SMOOTHLY TO THE TRUNK SIDE OF THE TRENCH.THE TRUNK SIDE SHOULD BE DRAPED w� IMMEDIATELY WITH TWO LAYERS OF UNTREATED BURLAP TO A DEPTH OF 3 FEET FROM THE SURFACE. o W A Heritage trees i�au zo�i�g aistricts. THE BURLAP SHALL BE SOAKED NIGHTLY AND LEFT IN PLACE UNTIL THE TRENCH IS BACK FILLED TO z c� Protected Tree B,All trees ofthe following species on private property(See AppendixB}that ha�e a minimum single-trunk diameter often inches{thirly-one-inch THE ORIGINAL LEVEL.THE ARBORIST SHALL EXAMINE THE TRENCH PRIOR TO BACK FILLING TO Q W circumference)or minimum multi-trunk diameter ofhventyinch ASCERTAIN THE NUMBER AND SIZE OF ROOTS CUT,SO AS TO SUGGEST THE NECESSARY REMEDIAL REPAIRS. J �J �O Z� SECTION III °o REMEDIAL REPAIRS:THE ARBORIST ON THE JOB SHALL HAVE THE RESPONSIBILITY OF OBSERVING ALL a; ONGOING ACTIVITIES THAT MAY AFFECT THE TREES,AND PRESCRIBING NECESSARY REMEDIAL WORK a� PRESERVATI TO INSURE THE HEALTH AND STABILITY OF SAID TREES.THIS INCLUDES,BUT IS NOT LIMITED T0,ALL �� TOTAL GRCUMF- PROTECT� ARBORIST ACTIVITIES BROUGHT OUT IN SECTIONS I AND II.IN ADDITION,PRUNING,AS OUTLINED IN THE Q¢ TR�# BOTANICAL NAME COM W ON NAM E LOCATION M S DBH FEALTH ❑N NOTES N F DBH FRENCE TREE SIIITABILITY �J "PRUNING STANDARDS"OF THE WESTERN CHAPTER OF THE INTERNATIONAL SOCIETY OF TREE PHOTOGRAPHS w¢ ARBORICULTURE,SHALL BE PRESCRIBED AS NECESSARY.FERTILIZING,AERATION,IRRIGATION,PEST �o � Frapnus uhdei Shamel Ash rtUis a d r - 21.6 5s 3 Good moderate CDB,Large SR,�� CONTROL AND OTHER ACTIVITIES SHALL BE PRESCRIBED ACCORDING TO THE TREE NEEDS,LOCAL SITE _" REQUIREMENTS,AND STATE AGRICULTURAL PEST CONTROL LAWS.ALL SPECIFICATIONS SHALL BE IN �Z 2 WRITING.FOR PEST CONTROL OPERATIONS,CONSULT THE LOCAL COUNTY AGRICULTURAL =' �� ' �"`` �� `��,y�„•�t""" '�' a� ' �n a Acerjaponicum Purple Japanese Maple at building - 2.3 7 4 Good ynung tree,measured low « i�� ,� , �„ � =W COMMISSIONERS OFFICE FOR INDIVIDUALS LICENSED AS PEST CONTROL ADVISORS OR PEST CONTROL '�� "'`-� '°� Q Q w i �'"� � - fk"� OPERATORS. ' , ' ; � �� r ` � 3 Acerjaponicum Purple Japanese Maple Parking Lot - 2.8 9 4 Good ynung tree;measured low , .� - ,�y ytv�� ,,� €"� �o �. ��-� � `�?k�'� � Sd`��`� � r„�' r � � w cc g large limb previouslypruned with SECT��N�U +�, y�.�i�'� �7�"�3"'�� o�n Quercus a rifolia Coast Live Oak near buildin _ 23.0 72 X 314 Good mild decay.Irregularlypruned due �'`�a � ° p � O .,, . � �I �= 4 g entry FINAL INSPECTION:UPON COMPLETION OF THE PROJECT,THE ARBORIST SHALL REVIEW ALL WORK ,� � � ,,, „�:� a� toadjacentbuilding c u� t � o Z UNDERTAKEN THAT MAY IMPACT THE EXISTING TREES.SPECIAL ATTENTION SHALL BE GIVEN TO CUTS �- "� I�. �t �I�'' � ,' '� `; � a� close to roots were likelypruned with recent �• ' • `; ;% i# � �Y 5 Pinus canariensis Canary Island Pine . - 30.1 s5 s�4 n�oderate sidewalk installation.Tree limbed AND FILLS,COMPACTING,DRAINAGE,PRUNING AND FUTURE REMEDIAL WORK.THE ARBORIST SHOULD << ,�. � ;,,, "" r� - � � ,�- -, ,��.'`. � � zcc sidewalk ; ,,t„ ��4�`O,t., �,, � 0 o uP aao�e rooeine. SUBMIT A FINAL REPORT IN WRITING OUTLINING THE ONGOING REMEDIAL CARE FOLLOWING THE FINAL a, �� _� .� - '' z, w'� c�oseto INSPECTION. �_ � 9� �.�� Q a� 6 Pinus canariensis Canary lsland Pine - 22.0 69 4 Moderate tree limbed up above roofline .,�_ �f '- r � ^ �t O = � sidewalk � �„�''�'3 � '%`�a °,� Q Z `�� ° Z �� y y,.�...� �° Z o� measuredlow,poorleaf " ; � � �/ �0 7 Lagerstroemia indice Crape MyrBe turf - 8.3 26 213 Poor de�lopment possiblydue to � }' > "�� ,� - li W LL '..y � .,�."�' LL� shading fram adjacenttrees ; � � O uai� measured low,poorleaf � - ��,�-' , a" o F 8 Lagerstroemia indica Crape Myrtle turf - 7.0 22 213 Poor de�lopment possiblydue to NOTES: � FENCE THE PERIMETER OF DRIP LINE WITH 6' . � �`""` �" f`''. � � shadin hom adacenttrees O � c " �+ r�;` � �= g � 1. PROTECTION FOR TREES SHALL BE HIGH CHAIN LINK FENCE.SECURE ONE SIGN �; `� ,� ,�' ' W J H �"�d', ::.;s � z� poor branching pattern dueto being PROVIDED BEFORE GRADING OR PER ZONE AS DETAILED BELOW OR APPROVED ,� � r o 9 Pyrus kawakamii Evergreen Pear turf - 7.5 24 1I2 Poor ��hom building in a small planter � �' I �� OTHER EQUIPMENT IS ALLOWED ON EQUAL TO FENCE WITH WIRE TIES. -` ;� - � W U � n» w U ��:-»': �� w THE PROPERTY.WHEN =� -- �� o Z poor branching pattern dueto being � � _ r "� � a o �Q Acerjaponicum Japanese Maple turf - 5.0 15 2 Poor ��hom building in a small planter CONSTRUCTION IS TO TAKE PLACE O2 WHERE PROTECTIVE FENCING CAN NOT BE , -- p�;� , ,;_: ; „ � � �� INSTALLED AT THE DRIPLINE OF THE TREE OR � �:�;k. O =Z BENEATH A TREE CANOPY FENCWG ` ` � � �- WHEN FENCING IS REMOVED FOR � � � a �'f-*` Z o W Liquidambarstyraciflua SweetGum turf - 11.6 36 2 Poor Toamycanker/alcoholicAux SHALL BE LOCATED PERARBORIST.IF "� i �,�� ' ''' + "�` ��: '�,�: L1'� � 0 1j� ,� . _ Z�, �� CONSTRUCTION,INSTALL LODGE POLE POSTS(4 . � ' s� ` � CONSTRUCTION OR PAVING IS TO T �� ? � �Q TAKE PLACE THROUGHOUT THE AREA PER TREE)AROUND TREE AND WRAP TRUNK IN `'�� `� ,� � r ` � �/ ��`� J �a i r �� rc �'�' Liquidambar styraciflua S�veetGum turf - 13.3 42 3 ModeraDe foamycanker/alcoholic flux,EG STRAW WADDLE THEN ORANGE SNOW FENCING , �,� 4 i;' � ;� �� ''�-,: � LL �o BENEATH CANOPY,AND DRIP LINE � � � i i � l�:;- � ,��r , o w � �:- ` , � �J TO BRANCHING STRUCTURE. '"� , \�'"� ��_��, �� I I� +�� °� � W Z¢ FENCING IS NOT PRACTICAL,WATTLE � '�� , r � � � �� 1 3 Liquidambar styraciflua SweetGum turf - 11.0 35 3 Poor foamycanker/alcoholic flux,EG AND SNOW FENCING SHOULD BE USED 3 CONTRACTOR SHALL CONSULT WITH ARBORIST `', �`��,'� '�`' i'�" " :x ' � � �` � �'�Il ��j� ' Z N a o� ° �' w'• �x°. - i� � w� TO PROTECT THE TRUNKS FROM O FOR METHODS OF TRENCHING FOR �� ` +' '�1,� �� p• � ' +�, �m foam cankerialcoholic flux,EG, �r, j �' � /♦ �¢ y DAMAGE PER DETAIL. WSTALLATION FOR UTILITIES WITHIN �" ��'°'� �. �, >: ' �•�- V p J '141, Liquidambarstyraciflua SweetGum turf 10.8,7.4 18.3 57 1 Poor largecrackingseamonlargerlimb, , f 1 � � i`'' : � n �Q SR 2. P R U NI N G M A Y B E N E C E S S A R Y T O ROOTZONE. ° ' � °t I; � r Z � .�g�r'`..� .. `;:,' . ��.,� �r��'{.�',4. I L�, �� _� FACILITATE REMOVAL OF DEAD WOOD, , „ � � - � � �¢ foamy canker/alcoholic flux,SR = +. � _ 15 Liquidambarstyraciflua SweetGum turf 7.3.52 12.5 s9 2 Poor CONFLICT WITH NEW STRUCTURE,OR ,s ; � �°�' ' }:, .� �z wIMD,decliningtrunk healih ` �, ` �;�;, _� � � ,T_ o� REDUCE STRESS AND SHALL BE _- - #' Y'�,` i ;LL. - :� ,, � � 1 _ �,��,� _ -_� � �� .Y. '� � . I j . 1^� .'_'.v �o bark coming ofin plates,tree in CARRIED OUT BY A QUALIFIED � � � � � o� �s Liquidambar styraciflua Sweet Gum turf - 8.5 27 1 Poor severe decline,foamy �; � �� cankerlalcoholicflux„decayatbase p`RB�R�ST. ' • x � F_ 3. CONSULT WITH ARBORIST TO ` , � -' ' ;� :� /�� °Q �7 Liquidambarstyraciflua SweetGum turf - 13.2 41 4 Good large SR DETERMINE FERTILIZING AND ' � �"p '*' `�. ♦r ;= WATERING SCHEDULE FOR EXISTING n` ��\� ", �.�__ '� ` ' �' - a� :�.�. �..rw�aa.�.,�,.� o= 18 crooked trunk,foamy TREES PRIOR TO CONSTRUCTION TO o Liquidambarstyraciflua SweetGum turf - 9.5 30 3 Moderate o¢ cankerlalcoholic flux REDUCE SHOCK AND STRESS. }w foamycanker�alcoholic flux,EG, 4. ONLY TREES WITHIN LIMIT OF WORK ,�., ,-, .- �... ,,, y�, ,-- �� i� Liquidambarstyraciflua SweetGum turf - 11.6 36 1 Poor large crackingseam on largerlimb, SHALL RECEIVE TREE PROTECTION '�` � '�� 'L r r�''� '� � SR 12" �� .��f�� t �'1 . �° ' ��r� ` F:� X. R"` '. WATTLE OR FENCING. o o ��'~�, t� � .-,�+'� r _ :�*� �� w�-_� o� minorsmalltwi die6ack,visible "�14" 1� ` ' a o Frawnus uhdei Shamel Ash turf - 40.0 126 314 Good � TREE PROTECTION ZONE M �'� �'' } ��"' �4 y `��''� "� " �" - � , w o Z� decay in one upper limb _ � � , � .4;,$�,�� ;� r�-, �x - w� DIRECTIONOFTHEPROJECTARBORIST �'�� v� {�` �x-' - � }�� - ^F��` � DO NOT REMOVE EXCEPT FOR UNDER THE N �`{ ' 4 X, � � t x unbalanced habit,CD limbs with IB, � ,�• '"'� ��'°: w.- �¢ 'Z� Frarinus uhdei Shamel Rsh ivy - 32.0 100 3I4 Good � � � �� '-s, '�� a r minortwi DB �;'�` -' � '�' �1 '�'�r• �� LL ' o� g SIGN �� '�� \ ��; � :'��t�� y �',�'r' � Z o Betula pendula European White Birch planting area . g,0 28 2 Poor too close to the building to develop ��O� O� n� ri�: _� �L ,�,,.�r� �,i ,y �, '�,� . �f� y„t„c'� ¢? 22 next to a healthy branching structure. � O� ��O _'�' :'��' t '?�"� I- -�-� ' .' �' t�'"`� '` o w SR,limbed up,uneven branching Oq��8 p `(�� -:+,i ��i'„�,�� t�' � \U'� � ,;�/ ; �"� . � �A''`ra,��Ei?,p• ��f ° ' +�a" \ Jo . O O O r ��.. � r, , �. ,.� ifl� t=. �;� �}, �: � �f W O O W � 1X", ti . I �`.�� ( �ilY° 1� -�y�., <�.f. w W Pinus canariensis Canarylsland Pine turf - 24.0 75 4 NVodera�e pattern dueto shading byadjacent z � 8 � �p�pQ z �'', e�}H . r ,��-� , r �,. �F��R� �o `� trees � � O Q O f/ � r' ��i �"F"'.rb�� °" ��1�� '��`�� a°�� 3'y�``a K �,'-` v�i¢ � v�v � ��';•� l�a i :2� , r h�+ �'.. F�,,,'.,+��.'a�1� i ��l��1. li �;�:-. :��:. � �g a= oor habiUstructure,small twi � O � + �►� ��n 'Z� Liquidambarstyraciflua SweetGum ivy - 10.3 32 213 Nlodera�e p g p � � p �' � ��:� �t�T� ��.• ��p �1'�' � ��$�� y. �`r' � �` =o dieback � O � � >� �;, , ,.� � �[y ��.�,,.,� x ,, -�-' 10.07.16 PLANNING SUBMITTAL ,. , � O c xi�h� t r y ;i' ,1'�/�� -I, a t =.�"A.�� U7� �� t:° ' � ��kf- _s� - .ln;: �'�. -�'=� i ( �° ��R'{.`/%��•'- � ;r �y It�`, t',. � � � 0 , =r`F \ 'I 5 ' �� '`'q �wti' > s = forkedtree,foamycankerlalcoholic O � $ :� 1� �r i �� y ,I ; r` ,l � I �� "` �z :;�- � 'ZC� Liquidambarstyraciflua StiveetGum turf - 82 25 2 Poor � r,�� ti�r� i 3 ;� q i �� I �� flux and secondarv�pests(bees) �Op�� `,�S � �¢'�I; f�,� i , , � �° o 0 0 0 0 �� '_ ��.�� : �� ,' ��-; ��'�,� ��li �..,�:..,� -� � ' ��}��'�� ' ��"�� w F '26 Liquidambarstyraciflua SWeetGum ivy - 8.2 25 314 Good SR � � ro �"� �j � � �'�� r{ , t �i r !'i ', w,� �� :�r,l II i ,�„#v�� O� p/ 40 � + �� I i �� I ,� a ,j�� I � ¢= 0 O � Q � ' t' a 1 �� E �� i . �, �� i �p� # aF �� p � /': -'1 � -= r y '� �y ;� �Z '17 Liquidambarstyraciflua SweetGum ivy - 8.2 26 3 Modera� SR � ��C� � �r'�„ � O .� * �� . . . . ///� ,:, .. ::. O � .. , �'�� ^ _�- . ^ � \� ��' y -` ,�_�t�, . NO OATE DESCRIPTION � ' �.._o � ' � �b��" , � �"S ��'_`"` 0 0 '18 Liquidambar styraciflua SweetGum ivy 7.6,6,6 14.2 45 3 Modera�e minor small twig dieback,low fork �O � '`" 1_ ! ��'r ��sc� � PROJECT N0: 4888.D0 �ti � I U= a ��,\-,� _ �.� `�' % �\, ;� ''''�,��: � �� CAD DWG FILE: 488800VPG.DWG § �, a„`�x.�� I ��I� 'il��t�� •� N yellow substance atpreviaus � I; = _ f�� i #s;�' ;i , '2� Liquidambarstyraciflua SweetGum iv;r 7.7 24 3 Madera4e . 2 ' ^ I? i� ; �;r a 4 ' . � , �r� � �. � �, Ni runin wts , �� I` DESIGNED BY: JD o .,; : ,. .. `' ` ' -j _._ Y,_ .` ... .,r�P ,�... �' :.� _ �-• DRAWN BY KG m p g _ = I, r} . _ I _ , � 30 Liquidambarstyraciflua SWeetGum iv;r - 8.3 26 3 Nloderate EG ; 1 < <i�.a�*',, �.S„',, � ` C �� ` x� CHECKED BY� JD \ ; � �� i t � ti �i�F i�". __ -._�� i � ��.,�. DATE: 09.01.2016 ° L � 3 �� _ �~ 4�'a � i ' � � LI- _ � SCALE: ASSHOWN Liquidambarstyraciflua SWeetGum ivy 6.7 21 2/3 Moderate prune,EG,minortwig dieback � ; , , i � �. ' : �� `� � ,,�-' �F "+-=•�a �� . . _ __- , I I I=- I I I I-I I-I I I- � ar� ''`-' ~ '"` ' , �.'y �;,,p,3, - �, � ;,�r .- /I' �:..; " O HMH ellow substance at re�nous - '�rt - 0 3� Liquidambar styraciflua SweetGum turf - 12.8 40 314 Moderate y . p -I I I=I I I= I-1�� *='' �,,a•- �'.,�e¢�� *^'#�ry� ,� �, � � % pruning wts --i I- - _ --I I I-- I SECTION '�. t� ,.,� ,.,..:� ` .�.� �` , < _ �o I I I- ,�� `��' � � � • z 3� Liquidambarstyraciflua Su�eetGum turf - 12.5 39 314 Moderate IargeSR I III -II I ��j "' x o . - c~.� aF�� a4y' � �. �:_ � °`��... "-- TREE MITIGATION _ . , , ; . � � - -�� , o . . . . - ., � o _ - 3 �'" Li uidambars aciflua SweetGum turf 12.3 39 2 Poor canker/alcoholicAux,lar eSR .s LEGEND NOTES AND a Q � � f f � 3� ~�, 4 a ��ti� -:�.. .�Y / <'r .-�.� '-V a �w.,. . S J � � � TREE PROTECTION DETAIL � � A SCALE:NONE � � � U � o L0.03 � � � a � / o �j a Community De�elopment Department .� ,ti�,�,� , �r� �, �,�, Planning Division-Cupertino LANDSCAPEARCHITECTURE �' �'e �"� � �� 1570 Oakland Road.San Jose.CA.95131 '',� � � �,�� "' �� ,��`� cu��Rr�Ho APPROVFD �'� �,'�� ,,1��b x�,,,� ` � � ,��y, '��;� � x www.hmh astudoo.com „#��'�`�?s��{-�� Case# TR-2016-45 � , e � � t ,,�< �r: kw, �-�. s�a S`✓ � K,��, � . '�k�'�.3. _ � I � Application pLu.r.�e.r.{�J-�� _ _-- ,�. � �=4 ` — - -- -- ——— � � ` '° 0 Approva�-Body:Director/Staf� _ a _ a , — °a° � � � t� _--�� y� - - a a a �'' '-� !; ,: .tt - _' _ -- -�_ < a.+ , �—_ � — - �p,NDS Apf � ' --- �� a <° C _� _. _ Ap�r��-a�=[�=a - �- �;, a a` a a a °a �� o��,y aa a aa a o a a a � _ a a a < ��a�� ,� P - �;�7-k. �,,..---�-� � _�� Signature Erick Serrano - � Na�� " . ,.� _ , J � # _, �,��.. � :� �� _� - :��_ - CaseManager_'� ` . a'�"�. : _��- �— � _ _. _�,�- _ I '•.. - . -' �:.. .....___ I' a S � P i;;- � 7.'9T f�a� K � ` - ��o� T' — a < � , F�F CA��F� r � � � . -.. -. - : . a a a _ ��t�.,.. .._ .-;... . i '"""" . � .e. . � a. a. � '-�: :,.�... :.' ..�.�t. " :;". �.,.:...� ' ' � . _ . .�... „ ......� w a a a �` °a Z � � ; ` ,��M. �_- - -- � � � ° 4 ` C CARING HOUSE Y - � '�1 ,�, �' .-.� a< � o ,� �°��- _ — a ,a �� ,_�'�' �; . 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O Q' a � i rn a Community Development Department Planning Division-Cupertino LANDSCAPEARCHITECTURE �UPERTlN4 APPROVED 15700akland 408487220Dse.CA.95131 www.hmhlastudio.com Case# TR-2016-45 Application Number(s) Approv�I Body:Director/StafF �pNDSCqpF NOTES: Ap�Jr4V�I D��e 02/07/17 O1 NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE ��'� ��'�c5" 1.ALL STRUCTURAL WOOD MEMBERS �`" � NO.5953 �� TO BE PRESSURE TREATED. Slg�'1�'�Ure Erick Serrano O2 STONE WALLVENEER ON CONCRETE CULVERT BRIDGE �' '' 2.SEE MATERIALS LIST FOR COLOR, Case Mana�er $��w TYPE AND FINISH. O3 CONCRETE PAVING.SEE DETAIL j�'�� . ��. . 3.MITER CUT ALL CORNERS OF FASCIA BOARD. O4 COBBLE CHANNEL BED.SEE COBBLE DETAIL. TqlF oF�n��F°��` O5 ADJACENT PLANTING AREA PER PLAN. c� O6 GUARDRAIL SEE DETAIL. o= OO ADJACENTCONCRETEPAVING. CARING HOUSE �� O8 CONCRETE CULVERT BRIDGE,SEE CIVIL PLANS. 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O Q' � a W � i rn a Community De�elopment Department CONSTRUCTION PLAN N�TES Planning Division—Cupertino LANDSCAPEARCHITECTURE MATERIALS LIST: ��p��NQ APPROVED 15700akland 408487220Dse.CA.95131 CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND EQUIPMENT FOR THE I�lS TALLp�T,ION(��q L p�P,�gV I�E NTS AS SHOWN ON THE �CONTRACTOR TQ SUBMIT SAMPLES OF ALL FOLLOWING ITEMS TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO ORDERING: www.��r�h�astudio.�or� DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. l.a Se�F I K�U I l�'�J ALL SAMPLES SHALL DEMONSTRATE FINAL FINISH. Application Number(sJ SAMPLES FOR HARDSCAPE SHALL BE A 4'X4'MIN.SQUARE AREA OF THE PAVING TYPE,DEMONSTRATING ALL COLORS,FINISHES AND CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID AND PRIOR TO COMMENCING INSTALLATION.IF ANY JOINTING. DISCREPANCIES EXIST,THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION��I��OV��J��R'.S�4l�rl-�Q��ZeCTOr��aTC TIVE. SAMPLES FOR WALLS SHALL DEMONSTRATE ALL COLORS,FINISHES,AND EDGES. rso y � CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, T � T T NEg�,�g .�}�BELOW GRADE THAT MIGHT CONCRETE PAVING: a�PNvscqPF q ��i��p��u�S��•,��r�� LOCATE EXPANSION JOINTS ADJACENT TO ALL STRUCTURES(BUILDINGS,WALLS,STEPS,AND ADJACENT POURS)AND AT MAXIMUM SPACING PER ��'��' °��'-y� REPAIRA ESTOR T ON,OR REPLOACEME TTOF A�FOREMTE�NTIO EDNUT�I ITIE�SR AMA L L LT 0 �'VJ�U�L�I�'vN OPERATIONS�VI\I•LV I v" DETAIL AND SPECIFICATIONS.SHALL BE NATURAL GRAY CONCRETE WITH MEDIUM BROOM FINISH AND 4'TOOLED SCORING PER PLAN. J`� , NO.5953 � �I�I`l��l`� �� Sb��. DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE A-F��I��i I��THE OWNER'S COBBLE:LYNGSO GARDEN 3-6"LIN CREEK PEBBLES. ""^° . ��. . AUTHORIZED REPRESENTATIVE. s�, � �� EXPANSION JOINT:ASPHALTIC FELT MATERIAL WITH MASTIC FILL.MASTIC COLOR TO MATCH CONCRETE.LOCATE EXPANSION JOINTS ADJACENT TO qlF OF CA`�FO�� HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS REPORT.IF SUCH REPORT IS UNAVAILABLE,CONTRACTOR ALL STRUCTURES(BUILDINGS,WALLS AND STEPS)AND AT MAXIMUM SPACING PER DETAIL AND SPECIFICATIONS. SHALL DISCUSS PLACEMENT ON SUITABLE GRADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FILTER FABRIC:SHALL BE MIRAFI N-SERIES OR APPROVED EQUIVALENT. Z UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,ALL MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF OFF-SITE. CARING HOUSE �. GUARDRAIL: �= COSTS INCURRED DUE TO REPAIR,RESTORATION,OR REPLACEMENT OF EXISTING IMPROVEMENTS WHICH ARE DESIGNATED"TO BE PROTECTED" -IPE WOOD SHALL BE SIZED PER DETAIL.ALL FASTENERS IN IPE SHALL BE SQUARE DRIVE BROWN OXIDE SCREWS,COUNTER SUNK AND PLUGGED. M IN ISTRI ES �o OR"TO REMAIN"WHICH ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. -ALL STEEL SIZED PER DETAIL.ALL STEEL PIECES SHALL BE PAINTED CORA FLON FEVE APPLIED PVDF RESIN.PAINT SHOULD BE FIELD APPLIED AIR DRYING o� zW 0 o UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,MATERIALS TO BE PURCHASED AND FURNISHEd BY THE CONTRACTOR SHALL BE NEW. CULVERT BRIDGE:VENEER:ELDORADO STONE HILL STONE VERONA ww �_ �o CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE WITH NEATLY SAWED EDGES.IF A SAWCUT IS WITHIN THREE RETAINING BOULDERS:SHALL BE APPROXIMATELY FLAT TOP MCGREGOR LAKE BOULDERS FROM GRANITE ROCK.FIELD SELECTED AT GRANITE ROCK AND LOCATED o W FEET(3')OF AN EXISTING EXPANSION OR CONTROL JOINT,CONCRETE SHALL BE REMOVED TO THAT NEAREST JOINT. IN THE FIELD BY PROJECT LANDSCAPE ARCHITECT.BOULDER SIZES:A=4'-6',B=2'-4',C=1'-2' Z c, Q W CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,MANUFACTURER'S CUT OR DATA SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. �w CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. (n J �� Z= ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. �� Z� 00 U� J LL a C� a? ¢� Q¢ �� F J Z m W �¢ W� �O �LL W� �Z �d �U � Qw _� �~U a� � O o v� � � aF � �z Zo ¢ °� W 0 Q � LL ao � ¢Z Z Z o� �� — aw � O �� W Z� _ �= W � J� U� � Z � � Z ro �w~ U � W d Z - � �° � v O U �Z Z � �� _ ZW � � o � U Q � � �� O ~J W�Q UZw Z N °� a �} � �~ N W J � �Q � �J O Q 1 ❑ � ~¢ � Z Z �Q o� C� � �� O LL ~� NoW ZJ N oQ �_ �_ m� o= �o �Q 0 LL� }W F�J m� (n W Z F O ao wo K x w❑ rZ wQ aLL �_ o� pw zo ¢? wo J Z O W �LL W�yJ �� J fn J (n Q Q 2 J(!7 =0 10.07.16 PLANNING SUBMITTAL �U W Q S� r� =z o F U cn w w= wF �F Q= �� O� rz U Q �vi NO DATE DESCRIPTION F� z� O O PROJECT NO: 4888.00 U= a CA��WG FILE: 4888DODSC.DWG m M DESIGNED BY: JD M �p DRAWN BY: KC 0 � CHECKED BY: JD \ m � DATE: 09.01.2016 �7 SCALE: AS SHOWN 3 Q Q HMH N ca 0 0 W � CONSTRUCTION � NOTES,MATERIALS � U o LIST,AND LIGHTING � ¢ LEGEND J � / d O M W � W � � � o / N � � H � U � W � . O Q' � a W � i rn a Community Development Department Planning Division—Cupertino LANDSCAPEARCHITECTURE �UPERTlNO APPROVED 15700akland 4084872200se.CA.95131 Case# TR-2016-45 � www.hmhlastudio.com Application Number(s) Approv�I Body:Director/StafF �PyDSCApf Appro�a I Date 02/07/17 ��.P�� o��ti� V N0.5953 � SignatUre Erick Serrano J -� Case Mana�er �� s/sina • w�..a oo�. i � P T9TF OF CAl\F��a� � Z MATCHLINE,SEE SHEET L3.02 CARING HOUSE Q= o o . _ MINISTRIES �o � � � � � � � � � •� � - o �� o� r� \ � / � � �— o� I �� o o� /� � _�� —� �° � � ! � � � � \ �o ��------- � � �� \ � /� \ m� � �_�/ �� < a�� i� � °� � �� • �I / o� �� Z� ;� `a � / � 1 aZ , �� (n J Q i� ��/ �/ � �O i� a �W \Z 1� m 2 'Z� 1 \ � �� I 4. o� ' , a l�� / \� ALL OTHER AREAS OF EXISTING IRRIGATION TO }LL a�' � 4 �/� � REMAIN IN PLACE.SHALL REMAIN FUNCTIONAL � � I DURING CONSTRUCTION,TYPICAL. J� a z~ SUNNY VIEW WEST � a � / a� � ?o BUILDING B o ; �a a`a� �� d� � � � �_� �Z � � �a � a �� U � O I � � 1 Q =w � � � ° � �� i a � Q " � � o � a/ I ° °� w � �� J / � O aa �o o I�� Q a ' � � o�n �o a i � aF a� a 4 � � o Z �-� � ° a a � a° F� i� / � z� ■ I -� i-� J � � �3 '< f �•! i--� �� ' O � � \ ao � ` � a • a � � �a T� „� � J W ' °�° Z Z �U � �� ♦ �. � �Q ' I LL Q ❑ ❑ ` \ O� . . . . . � � . ' � / 1 � I � �O � ■ � LL� ' � • �-- � 0 a N� a i \ \ Z F a �a a � . � a 4 i � ?/ �/ � LL �~ � , ' � ° ; �� W J Z� ° a . ' � � a Q Z . �o °w � � �"�"�� ' ' �� 4 a� U �z • °� � � ^ do I +'�"�" =z : � �.._.. � � IRRIGATION LEGEND � � 0 °� ° � � � � ��a�� SUNNY VIEW WEST �EscRiPTioN SYMBOL Z ow r------1 �� ° � � COMMUNITY � '� REMOTECONTROLVALVE � � �° #1#2#3#4 ; ; ' BUILDING � � W o� - � ; ♦� REMOTE CONTROL VALVE,PRESSURE o� #1 #2 #3 #4 � � ��` REGULATOR&FILTER FOR DRIP SYSTEMS � Z N a �Q 1.40 5.9 4.1 10.7 a i ; \ N = o J 3/4" 1" 1" 1" : � a� � ' • a � QUICK COUPLER VALVE � � � _� c998 R CEN�ER CE$NTER � �' ' ' � � ' �Z FEED FEE� FEE� ! � • � � � ' O � ° TREE BUBBLER � � "¢ '• � � O WHEN TREES OCCUR IN CRUSHED STONE p �Q ' ; � i J j j ° COVER BUBBLER WITH FABRIC AND CRUSHED STONE � o� SUNNY VIEW WEST �'--�1–� � � a � 4 � `�� , � PVC BALL VALVE ►. o� BUILDING A ° a a ° _ � a a � a 0� N w= � �_�4- ° a " a DRIPLINE PVC LATERAL CONNECTOR -"-"- � � � \ ° ° � � m= � � o¢ � I � � � a Oa° � O NON PRESSURE LATERAL LINE LL� I � O O J� � /� � 0 4"SLEEVE UNLESS OTHERWISE INDICATED - - mo - - �,w z� �o ,-� O � � O PRESSURE SUPPLY MAINLINE �� wo ~Z � --------- o� / O SUNNY VIEW DRIP IRRIGATION LINES � � Q Z � MANOR 18"DRIPLINE SPACING f i wo ----------- °LL L------J • �o � X STATION# X � � � VALVE TAG X GPM X a� \ / � X�� SIZE X =o �-� XXXX' DRIP TUBING LENGTH �o.o�.�s PLANNING SUBMITTAL �U CENTER _¢ ` FEED CC �F �p a a 4 a w= � .4 . �d a 4 . . . � w� a a NOTES: Q= - � a /�-� 1. SEE SHEET L3.03 FOR IRRIGATION LEGEND AND NOTES. �~ � � 2. SEE SHEET L3.04-3.05 FOR IRRIGATION DETAILS. �Z o 0 0 0 0 0 0 0 � �a 3. PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE. �tii NO OATE DESCRIPTION Z� 4. SEE SHEET L3.03 FOR LATERAL SIZING. 0 0 � 5. ALL LATERALS AND MAINLINE RUNNING UNDER HARDSCAPE PROJECT N0: 4888.D0 � SHALL BE SLEEVED,TYPICAL. CAD DWG FILE: 4888001RG.DWG M � 3� /� 6. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL DESIGNED BY: JD _� � CONTRACTOR PRIOR TO DEMOLITION OR PROTECTION OF DRAWN BY: KG `° EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE. � n 7. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CHECKED BY: JD � � � \ CONSTRUCTION AREA,LANDSCAPE CONTRACTOR SHALL DATE: 09.012016 �; I I o I I REMO E CONT OMVALVE AS D�ESIGNED P RITHIS P AN, OC AHMH As sHown, � I I TYPICAL. � I I 8. ALL NEW IRRIGATION BOXES,AND ADDITIONAL BOXES � I I NECESSARY FOR RETROFITS SHALL BE LOCATED IN PLANTING o AREAS 18"MIN.AWAY FROM ADJACENT PAVING AND 5'MIN. � AWAY FROM IMMEDIATE BUILDING ENTRIES. IRRIGATION 0 9. FOR ANY EXISTING VALVE NOT USED,BUNDLE EXTRA PLAN 0 � CONTROLLER WIRE IN VALVE BOX FOR FUTURE USE. � GRAPHIC SCALE 10.FOR DL2000 AREAS:CONTRACTOR TO INSTALL AIR RELIEF a VALVES,OPERATION INDICATORS AND FLUSH VALVES IN � �0 0 5 �0 20 4o ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. � � i 11.CONTRACTOR TO REPLACE EXISTING CONTROLLER WITH � w (In Feet) PROPOSED CONTROLLER AND WEATHER SENSOR.SEE L3.O� � & 1 inch-10 feet IRRIGATION LEGEND ON SHEET L3.03 FOR PROPOSED MODELS. � a � / o �j a Community De�elopment Department Planning Division—Cupertino LANDSCAPEARCHITECTURE CUPER7[N4 APPROVFD 15700akland 4084872200se.CA.95131 Case# TR-2016-45 � www.hmhlastudio.com -- --_— ___ \�, II App Ecation Num er s � — : i � Approva l Bo ��r�ctor/Staf� � Appro�a I Date 02 'I� � _ ��°��''c°�°ti -------------- - --- Signature Erick Serrano�� , �`� ' Na�� " ,\ � ---- Case Manager �� s/sina • w�..a oo�. i � P T9TF OF CAl\F��a� Y CARING HOUSE Q= MINISTRIES �� o C °� I ZW oZ �o �W I �_ �~ IJ LL w� � � mW � U O w z� I -�� ❑J Z U' Qw yz J W �J � �O �W � Z J � H F -�- Z� O p U }� az � a u� J� Q � �F �p Iq/ �J I Z p� W `�¢ W� � �O _ �a SUNNY VIEW WEST Q X BUILDING C a a a � _� ' a U � w wr � O O CC Q a d a' a o= ' ;��` o~ • � �] � � � ¢� � � �� - � � �_4 W 00 � � a a LL , a OQ Qo � � ° Z Z LLQ � °� � .. ` � LL� �� 0 �� ,w .� LL Z� �—� ` i � �� /� ��/ \\ �/ � 4 � W � Z � �o � � �� _-, ` i W a V w� � � . �� °Z � • I � • �� , � � � =z � \ � / � �� ; IRRIGATION LEGEND � 0 �/ \ i—� Z o"� / �_�� DESCRIPTION SYMBOL � w r�_�/\—i o o r�� . ` REMOTE CONTROL VALVE � � �� i o� � o Q ° � � � � SUNNY VIEW R E M O T E C O N T R O L V A L V E,P R E S S U R E � W � � ,� �� M A N O R REGULATOR&FILTER FOR DRIP SYSTEMS � Z N a U� o� — • � N � W J � � � � �a a a � � � �J a � �� QUICK COUPLER VALVE � o J aa a / � � � � � w Q _�—�_, ► o� � _� a�� TREE BUBBLER � Z; o �� a i � � WHEN TREES OCCUR IN CRUSHED STONE O � o� � � \ ♦ COVER BUBBLER WITH FABRIC AND CRUSHED STONE � � ~�� o� a ��. �� —� i o w o �� _�� 1 � PVC BALL VALVE ►� N ► � . °� �� 4 I , � 1 �_ �� o � � � � DRIPLINE PVC LATERAL CONNECTOR —"—"— � ♦ o= `� �� \ `� � o¢ �� ` NON PRESSURE LATERAL LINE �� `m �`` �� 1 � `� #5 #6 #7 — — m o �� < � ` 1.40 14.3 13.8 4"SLEEVE UNLESS OTHERWISE INDICATED — — o� �� ^°' ` � � 3l4" 1„ �„ a o \�� ♦ � 1 2422' 2344' �o �° � ` �� FEEOR �FEEOR PRESSURE SUPPLY MAINLINE �� w ��a<� �� #5 � wQ ♦ � a� �_� ♦ ar �� a< ;♦ 1 #6 f----------1 ��LL ��` , .� 1_.._.._.._.._.._.._.._.. #7 DRIPIRRIGATIONLINES o �� a a �� ♦ 18"DRIPLINE SPACING aZ � ♦ i i �o ♦ ♦q � --------- o z �� ''t � ' N� ♦ ; ��, �- � �o `` �` a � �� X STATION# X �,� �� a VALVE TAG X GPM X �Q ♦ �: a� ��`� � , ! `i ` XXXX' D IP TUBING LENGTH =o ` ♦ �° ^ ♦ ° ,q� � j 10.07.16 PLANNING SUBMITTAL �� ♦ ♦ �a \ � ------� � cENrER �� SUNNY VIEW WEST �,a° i i ;; , ,,' ` FEE° QZ ; ` _ , �° BUILDING B �' � � � � ♦ a �� / � �wr �� ^a a,� a ��1 i NOTES: Q= � ��a= �. a,I�a la a"a a ° ��a 1. SEE SHEET L3.03 FOR IRRIGATION LEGEND AND NOTES. 0 0 � � °° 1 , , ` -- —� 2. SEE SHEET L3.04-3.05 FOR IRRIGATION DETAILS. �a � ° � � .� \ 3. PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE. �tii �.a a�aa �� a�a � �� NO OATE DESCRIPTION Z� � ------ � � � \ 4. SEE SHEET L3.03 FOR LATERAL SIZING. 0 0 � ��a �,a a �` � � � ° I 5. ALL LATERALS AND MAINLINE RUNNING UNDER HARDSCAPE PROJECT N0: 4888.D0 a V a °� � � ° L` °j � I /` � SHALL BE SLEEVED,TYPICAL. CAD DWG FILE: 4888001RG.DWG �, � � � � � � � � � � � � � � ��'� � , � �� _ � _ _ _ _ — 6. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL DESIGNED BY: JD � MATCHLINE,SEE SHEET L3.01 C O N T R A C T O R P R I O R T O D E M O L I T I O N O R P R O T E C T I O N O F DRAWN BY: KG o EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE. � 7. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CHECKED BY: JD �, � CONSTRUCTION AREA,LANDSCAPE CONTRACTOR SHALL DATE: 09.01.2016 � SUPPLY ALL NEW MAINLINE AND CONTROL WIRE TO NEW SCALE: AS SHOWN o REMOTE CONTROL VALVE AS DESIGNED PER THIS PLAN, OC HMH TYPICAL. U � O � 8. ALL NEW IRRIGATION BOXES,AND ADDITIONAL BOXES a NECESSARY FOR RETROFITS SHALL BE LOCATED IN PLANTING o AREAS 18"MIN.AWAY FROM ADJACENT PAVING AND 5'MIN. � AWAY FROM IMMEDIATE BUILDING ENTRIES. IRRIGATION 0 9. FOR ANY EXISTING VALVE NOT USED,BUNDLE EXTRA PLAN 0 � CONTROLLER WIRE IN VALVE BOX FOR FUTURE USE. � GRAPHIC SCALE 10.FOR DL2000 AREAS:CONTRACTOR TO INSTALL AIR RELIEF a VALVES,OPERATION INDICATORS AND FLUSH VALVES IN � �0 0 5 �0 20 4o ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. � � i 11.CONTRACTOR TO REPLACE EXISTING CONTROLLER WITH � w (In Feet) PROPOSED CONTROLLER AND WEATHER SENSOR.SEE L3.O2 � & 1 inch—10 feet IRRIGATION LEGEND ON SHEET L3.03 FOR PROPOSED MODELS. � a � / o �j a IRRIGATION LEGEND IRRIGATION NOTES Community De�elopment Department SYMBOL DESCRIPTION MANUFACTURER/MODEUSIZE EXTERIOR WALL MOUNT ELECTRIC IRRIGATION IRRITROL TOTAL CONTROL-R SERIES,36 STATION EXTERIOR WALL MOUNT 1. THE CONTRACTOR SHALL CONNECT TO EXISTING MAINLINES TO COMPLETE THE ENTIRE SYSTEM AS SHOWN ON THE PLANS AND; TIONS. P Ia t1 Cl l I'lg D IV I S I O Cl-Cl,lpe I�I I'10 �A CONTROLLER"IA"WITH WIRELESS WEATHER SENSING CONTROLLER IN LOCKING METAL CABINET(TC-36EXM-R). LANDSCAPE ARCHITECTURE SYSTEM"R��. INCLUDE ACCESSORIES. 1570 Oakland Road.San Jose.CA.95131 '�UP�R71N0 ��[��.vF�� 1. CL-100(WIRELESS WEATHER SENSING SYSTEM).INSTALL CLIMATE aoa.aa�.22o0 2. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE ALL THE OFFSETS AND FITTINGS REQUIRED FOR A COMPLETE IRRIGATION SYSTEM.THE IRRIGA I N Yb tNfS L BE INSTALLED WITHIN A LOGIC MODULE BESIDE ENCLOSURE CABINET PER DETAIL.INSTALL www.hmhlastudio.com PLANTING AREA WHEREVER POSSIBLE.CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TC��T�l1@L�1ELD C�TI�.1 6-45 CONTRACTOR TO REPLACE EXISTING CONTROLLER IN CLIMATE LOGIC SENSOR ON POLE.SEE DETAIL. PLACE WITH PROPOSED CONTROLLER AND WEATHER 2, R-100-KIT(CONTRACTOR RESIDENTIAL REMOTE CRR). 3. EQUIPMENT INCLUDING MAIN,LATERALS,AND VALVES SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENE�E��lV��E��Jl1"F�S��IE��,NTED AREAS A SENSOR. REASONABLE,REACHABLE DISTANCE FROM HARDSCAPE OR TURF AREAS UNLESS OTHERWISE NOTED ON THE DRAWINGS. Q �r{� I n �/ nt�r� {� .. PVC BALL VALVE NIBCO PVC BALL VALVE 4660-S OR EQUAL,LINE SIZE 4. CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN SEPERATE P.V.C.SCHEDULE 40 SLEEVES.CONTRACT0�5FfALL��U�II��E PI�IN��b'SCEEC/I��ATION PRIOR TO HARDSCAPE WSTALLATION.SLEEVING SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES.WHEREVER POSSIBLE,CONTROL WIR c�u i �Cr'� T� AM PIPES.EACH CONTROLLER SHALL DRIPZONE CONTROL KIT INCL.REMOTE CONTROL VALVE, PNDSCqp f �p�V�� PRESSURE REGULATOR&FILTER FOR DL2000 STATIONS 1"TORO TPV SERIES LOW FLOW DRIP ZONE KIT(DZK-TPV-1-LF) ��,o�'� o��p�y HAVE AN INDEPENDENT GROUND WIRE. �,a�P�' �r;�,•� V N0.�53 � 5. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881(AB 1881)AND THE STATE'S MODEL ORDINANCE AND1bY�fH�L(JCAL��v�'x�;v��n^��eo,��P7T�CTrGTr'T�G�L��TP� � REMOTE CONTROL VALVE TORO TPV SERIES(TPVF100)-SIZE INDICATED ON IRRIGATION PLAN '' -� LANDSCAPE ORDINANCE.INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND ORDINANCES. Ca s e Ma i�ager �� s/sina 1"QUICK COUPLER VALVE WITH ' """"°'°°" ' Q LOCKING VINYL COVER TORO 100-2SLVC(2 PIECE,1"SINGLE LUG,WITH VINYL LOCKING COVER) sT o,,. `�. 6. THE EXISTING WATER PRESSURE AT THE EXISTING WATER METER LOCATION RANGES TBD.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WATER PRESSURE.IF ANY DISCREPANCY EXISTS 9TF OF�p�\F��a BETWEEN DESIGN AND ACTUAL FIELD CONDITIONS NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING FOR A DECISION BEFORE PROCEEDING WITH THE INSTALLATION. � OPERATION INDICATOR FOR DL2000 SYSTEM,REQUIRED BUT TORO DL-MP9 NOT SHOWN ON PLANS 7. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE(P.S.I.)AND A MAXIMUM DEMAND(G.P.M.)AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS.CONTRACTOR SHALL VERIFY Z PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE OWNER'S AUTHORIZED REPRESENTATIVE.IF ANY DISCREPANCIES EXIST, Fv FLUSH VALVE FOR DL2000 SYSTEM,REQUIRED BUT NOT SHOWN ON PLANS TORO FCH-H-FIPT o= THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. AIR VACUUM RELIEF VALVE FOR DL2000 SYSTEM,REQUIRED BUT CARI N G HO US E �� 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL PLANTING AREAS.BALANCE EACH SYSTEM TO OPTIMUM COVERAGE,AND ADJUST EACH NOZZLE FOR MAXIMUM � NOT SHOWN TORO YD-500-34 M I N ISTRI ES o° EFFICIENCY. MASTER VALVE 1-114"GRISWOLD 2000J,NORMALLY OPEN MASTER VALVE oZ Q o W 9. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR �� STRUCTURAL ELEMENTS.THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM O FLOW SENSOR RAIN MASTER FS-B200 LL w� OPERATING PRESSURE FOR EACH SYSTEM.COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100%COVERAGE,INCLUDING THOSE REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE THE m Z RESPONSIBILITY OF THE CONTRACTOR. O WYE STRAINER WILKINS MODEL SXL(LEAD FREE)2"BRASS WYE STRAINER ow z� ❑J 10. DURING THE MAINTENANCE PERIOD,IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR TO ENSURE ALL PLANT MATERIAL RECEIVES AS MUCH WATER AS IS NECESSARY FOR TO BE INSTALLED IF PRESSURE EXCEEDS 80PSI �W ESTABLISHMENT AND TO SUSTAIN GOOD PLANT HEALTH. 0 PRESSURE REGULATOR 2"WILKINS MODEL 500-HLR-P INCLUDE PRESSURE GAUGE o° Z� 11. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE LAYOUT AND WSTALLATION OF THE PLANT MATERIAL TO ENSURE THAT THERE WILL BE COMPLETE AND UNIFORM � SWING CHECK VALVE NIBCO T-473-INSTALL IN SMALL ROUND BOX 0 o IRRIGATION COVERAGE OF PLANTING.THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY }� CHANGES,DELETIONS,OR ADDITIONS ARE REQUIRED.THE IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. OPERATING a z SYMBOL DESCRIPTION PRESSURE MODEL NOZZLE GPM a u� �� 12. TRENCHING DEPTHS FOR IRRIGATION PIPES SHALL BE AS FOLLOWS:MAIN=24",ALL LATERALS=12".ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE.PROVIDE A MINIMUM 3"SAND ENVELOPE AROUND ALL N� MAINLINE PIPE. o ON GRADE TREE BUBBLER 5-50 PSI TORO LF40-PC IN QUANTITIES AS FOLLOWS: (4 GPH EACHI0.07 GPM EACH) Z; 2 PER 15 GALLON OR 24"BOX TREE w¢ 13. MINIMUM LATERAL SIZE SHALL BE 3/4".SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:UNLESS OTHERWISE NOTED.: 4 PER 36"BOX AND LARGER TREE �� 314" 0-9GPM INSTALL TORO PLASTIC Y FILTER WITH 150 MESH �Z 1" 9.1-18 GPM STAINLESS STEEL SCREEN AT EACH TREE BUBBLER VALVE `�a 1-114" 18.1-30GPM (T-ALFS10150-S). Q x 1-112" 31.1-40GPM Q _� 2" 40.1-60GPM LIMIT OF ZONE TORO 518"DRIP IRRIGATION SYSTEM Q a a 14. IF SETTLEMENT OCCURS ALONG TRENCHES AND ADJUSTMENT(S)TO PIPES,VALVES,OR HEADS IS REQUIRED,THE CONTRACTOR,AS PART OF WORK UNDER THIS CONTRACT,SHALL MAKE ALL ADJUSTMENTS t----�--� TORO DL-2000 SERIES RGP-2-12-1000 DRIPLINE a= W I T H O U T E X T R A C O S T S T O T H E O W N E R. � � F O R G R O U N D C O V E R&S H R U B A R E A S: � ) � O (0.53)GPH � � � � DL2000 DRIPLINE SPACING=18" � Z Z� 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILL AND REPAIR ALL DEPRESSIONS AND REPLACE ALL NECESSARY LAWN ANDIOR PLANTING DUE TO THE SETTLEMENT OF IRRIGATION FOR ONE YEAR � j EMITTER SPACING=12" 0 o FOLLOWING THE ACCEPTED COMPLETION OF MAINTENANCE. �---------� MAXGPMPERVALVE=20 � w� DRIPPER FLOW-0.53 GPH O Q ao �� 16. THE CONTRACTOR SHALL GUARANTEE THAT ALL MATERIAL,EQUIPMENT,AND WORKMANSHIP FURNISHED BY HIM BE FREE OF DEFECTS FOR ONE YEAR FOLLOWING THE ACCEPTED COMPLETION OF � Z o� MAINTENANCE. REQUIRED EQUIPMENT NOT GRAPHICALLY DEPICTED ON PLANS: � �o (INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) � � 17. ALL PLASTIC FITTINGS SHALL BE A MINIMUM OF 18"APART TO FACILITATE REMOVAL AND REPLACEMENT OF INDIVIDUAL FITTINGS. TORO T-FCH-H-FIPT,MINIMUM ONE PER VALVE O N� FLUSH VALVE FOR DL2000 SYSTEM � o� 18. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES.CONTRACTOR TO LEAVE A 24"COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100'ON CENTER ALONG WIRE RUN.TAPE WIRE AIR VACUUM RELIEF VALVE FOR DRIP SYSTEM TORO T-YD-500-34 MINIMUM ONE PER VALVE � � Z� BUNDLES 10'ON CENTER.NO TAPING WILL BE PERMITTED INSIDE SLEEVES.WIRE CONNECTORS SHALL BE SCOTCH DBY OR APPROVED EQUAL,INSTALLED IN ACCORDANCE WITH MANUFACTURER'S OPERATION INDICATOR FOR DRIP SYSTEM TORO T-DL-MP9 MINIMUM ONE PER VALVE � J -Z WSTRUCTIONS. � � U w� �Z 19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE WSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS.BOXES SHALL BE SET FLUSH WITH THE FINISH GRADE OR MODEL NOTES � _ ., �° SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. � � O �� 2 0. C O N T R O L W I R E S S H A L L B E 1 4 G A U G E(R E D).S E P A R A T E W I R E S S H A L L R U N F R O M T H E C O N T R O L L E R T O E A C H V A L V E.C O M M O N G R O U N D W I R E S S H A L L B E 1 2 G A U G E(W H I T E)A L L C O N T R O L W I R E S L E A D I N G F R O M NONPRESSURE LATERAL LINE-3/4"MIN. CLASS 200 PVC PIPE 12"COVER Z °w VALVES TO CONTROLLER SHALL BE LOOPED-UP A MINIMUM OF 30"INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. OR � � ?¢ ---------- � � � �� ° 21. CONTRACTOR SHALL INSTALL ANTI-DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. � W o� �� PRESSURE SUPPLY MAINLINE 1-112"1120 CLASS 315 PVC PIPE 24"COVER � � a o� 22. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. w� - - 4"SLEEVE UNLESS OTHERWISE INDICATED 11201SCHEDULE 40 PVC PIPE 24"COVER � N � �Q � �J 23. BUBBLERS SHALL BE LOCATED ON THE UPHILL SIDE OF TREES. ' O J ¢ SPRAY,ROTOR,AND BUBBLER VALVES LASER CUT TUBING VALVES 24. ALL WATER TO DRAIN AWAY FROM BUILDING PER LOCAL BUILDING CODE. # CONTROLLER STATION NUMBER # CONTROLLER STATION NUMBER � � Z> �Q GP GALLONS PER MINUTE THROUGH VALVE GPM GALLONS PER MINUTE THROUGH VALVE o� 25. FOR ADDITIONAL INFORMATION SEE DETAILS AND SPECIFICATIONS. � � �o X" CONTROL VALVE SIZE X" CONTROL VALVE SIZE o� XXXX' LENGTH OF DRIP TUBING,IF APPLICABLE o w 31. DO NOT WILLFULLY WSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS CFEEDR ZONE TYPE,IF APPLICAPBLE N EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.SUCH OBSTRUCTIONS OF DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.IN � �¢ THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. � �_ m� o= � CONDUIT&SLEEVE SIZING GUIDE �¢ o� J� MAXIMUM MINIMUM MAXIMUM LATERAL MINIMUM SLEEVE m o NUMBER OF CONDUIT SIZE OR MAINLINE PIPE SIZE REQUIRED o� WIRES (SCH 40 PIPE) SIZE (SCH 40 PIPE) �0 4 1" 1/2" 1-1/2" �� $ 1-1/4" 3/4" 2" J¢ 12 1-1/2" 1"TO 1-1/4" 2-1/2" 17 2" 1-1/2" 3" LL OZ "� 25 2-1/2" 2"TO 2-112" 4" �w a? 35 3" 3" 6" o� 50 4" 4"-6" 8" �LL �50 6�� wW �o �J (n J a� NOTE:ALL BOXES SHALL BE BLACK PLASTIC =0 10.07.16 PLANNING SUBMITTAL �� w�x �� ¢z xo H U (/7 W W= wr �� ¢_ �� 00 U Q �tii NO OATE DESCRIPTION �K Z 7 O O PROJECT N0: 4888.D0 U= � CAD DWG FILE: 4888001RG.DWG a r%� DESIGNED BY: JD r�i � DRAWN BY: KG 0 � CHECKED BY: JD rn � DATE: 09.01.2016 � SCALE: AS SHOWN 3 � OC HMH U � O O W � � a 0 � IRRIGATION LEGEND AND � � NOTES a / J � / a 0 o m W m m � a o � N � � U � o L3.03 � � � a � / o �j a Community De�elopment Department Planning Division—Cupertino LANDSCAPEARCHITECTURE CUPER7[N4 APPROVFD 15700akland 4084872200se.CA.95131 www.hmhlastudio.com Case# TR-2016-45 Application Number{sJ Approva I Body:Director/Staf� �PyDSCApf NOTES: O VALVE BOX(CARSON 910-12B) Appro�a I D,��S:02/07/17 �� NOTE: 10"ROUND PLASTIC VALVE ��° � � �� 1. PLACE AGGREGATE PRIOR TO OR EQUAL SPECIFICATIONS FOR DEPTH O1 O6 PVC MAINLINE � c� �,ti, 1. SEE IRRIGATION LEGEND FOR �--� 1. NIPPLES AND FITTWGS BOX WITH BOLT DOWN LID o`" 'P No.�ss � INSTALLATION OF VALVE BOX O FINISHED GRADEI BEFORE Signature ��(��I'��FICATION, �FINISHED GRADE TO BE SAME SIZE AS O7 MAINLINE FITTING '' -� O2 FINISHED GRADE ��,� 2. INSTALL VALVE BOX SO TOP OF BOX IS PLANTING 2. INSTALL ALL If�a4�1�o�WITH 3 DRIPLINE AIR/VACUUM RELIEF VALVE VALVE IPT INLET 3 314"CRUSHED ROCK,6"MIN. O9 10"LONG SCH 80 PVC � �n� s FLUSH WITH ADJACENT HARDSCAPE O BALL VALVE:SEE LEGEND FOR MANUFACTURER'S O IN VALVE BOX AT HIGHEST POINTS THREAD SIZE THREADED NIPPLE MAKE AND MODEL-LINE SIZE RECOMMENDATIONS. PLUMBED TO TUBING 2. SEE IRRIGATION DEPTH ST'�T �• ��P O4 PVC SCH 40 MIN 8"LONG LEGEND FOR O4 3"LONG SCHEDULE 80 PVC 10 QUICK COUPLING VALVE F OF�p�\F� O PVC CROSS TO DRIPLINE SPECIFICATION THREADED NIPPLE 1 114"x 1 114"x 3116"ANGLE O5 PVC 45 FITTING SCH 40(TYP.) COMPRESSION ADAPTERS(TYP) 3. INSTALL ALL IN O SCH 80 PVC THREADED 90 �� IRON 30"LONG,2 STAINLESS O6 PVC SCH 40 DEGREE ELL O5 DRIPLINE(TYP) ACCORDANCE WITH STEEL STRAPS � O7 BRICK SUPPORT,2 TOTAL O DRIPLINE BLANK TUBING(TYP) MANUFACTURER'S CARING HOUSE �_ � O8 PVCMAINLINEPIPE � RECOMMENDATIONS 2 MINISTRIES a� 2 1 IIII- 1111=1111 �° O9 PEA GRAVEL SUMP,MIN.6"DEEP �/� � � � _ � —�� 10 z //�� \ o� �i� \/�\/j��// �\\/��i�� o 0 3 �o � ��j��\ 3 \��ji�\ ��w o8�� 8�� 4 o� z � 3 4 �\��\\ 11 9 Z c� --�� 4 ��\�\ aW 5 5 �i 5 7 >Z o° G�°�`�0 0��o°� �°� 6 6 SIDE VIEW 0 Z= �� o 0 6 �� o oco_ 0 7 00 �� o O�� _ }� o� o �� 11 a z O 0 � o o O o o ��/ '� � O O ISOMETRIC VIEW Q�a ii�ii�iiy�i\�ii\�ii��ii�ii�ii�ii��iy�iy�i\�ii\�ii��ii�ii�ii�ii 5 N� �i��iy�iy�i��i��i��i��i��i��i��iy�iy�i��i��i��i��i��iy�i 9 �� TOP VIEW Zm �¢ � BALL VALVE D DRIPLINE AIR/VACUUM RELIEF LATERAL A QUICK COUPLING VALVE �� 0 �LL d�, N.T.S. N.r.s. N.T.S. �Z `�a w � �U Q w _� NOTES: NOTES: NOTES: O 18"LENGTH EXPANSION � �� 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION OO FLOW SENSOR O1 1"ABOVE FINISH GRADE 1. DO NOT LOCATE REMOTE CONTROL VALVE IN LAWN LOOP �0 1. SEE IRRIGATION LEGEND FOR EQUIPMENT � a a 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S O RECTANGULAR VALVE BOX SPECIFICATION. O2 NATIVE SOIL PER SPECIFICATIONS 2. COMPACT SOIL AROUND BOX TO SAME DENSITY AS O SCOTCH LOK#3577 O a F RECOMMENDATIONS WI BLACK BOLT DOWN 2. INSTALL ALL IN ACCORDANCE WITH ADJACENT UNDISTURBED SOIL BUNDLE AND TAPE CONNECTOR SEALING � � COVER.HEAT BRAND VALVE O3 FINISH GRADE CONTROL WIRE TO MAINLINE EVERY 10' Q o MANUFACTURER'S RECOMMENDATIONS. PACK OR EQUAL Z� � "F S"O N L I D I N 2"H I G H 3. LOCATE AND USE ONE FLUSH VALVE FOR 3. S P L I C E S I N C O N T R O L W I R E A R E N O T A L L O W E D B E T W E E N I D T A G F O R V A L V E � O4 DRIPLINE FLUSH VALVE O3 °� 8 � CHARACTERS E V E R Y 7 P M P E R Z O N E A T L O W P O I N T S. CONTROLLER AND VALVE S T A T I O N N U M B E R O � a o 5 6"ROUND PLASTIC VALVE BOX.HEAT 4. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION VALVE BOX:CARSON O CONDUIT BACK TO DECODER 4 6 AT CONTROLLER BRAND"FV"ON LID IN 1"HIGH 5. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION GRADE, o� 3 � CHARACTERS RECOMMENDATIONS NDS PRO SERIES,OR � � �o j � O4 MASTER VALVE O6 314"SCH 80 PVC NIPPLE EQUAL � N� 2 / , 5 TO IRRIGATION POINT OF 1 2 3 4 5 TOP OF MULCH ?_ � � CONNECTION , 2 O7 BRICK SUPPORTS,2 TOTAL 5 O REMOTE CONTROL VALVE: � � �~ O6 FINISH GRADE �� —� `--� O8 PEA GRAVEL SUMP,MIN.6"DEEP � 6 O SEE IRRIG.LEGEND W � Z� �II I II I II I II I I I II I II z PVC SCH 80 NIPPLE �° 3 O7 RECYCLED WATER ID TAG =1 I 1=1 I I I II I 1= 4 O9 PVC TEE(S X S X T)WITH 314"THREADED � O7 W a U w� I1=1I1=1 —= OUTLET �, � (CLOSE) (FOR RECYCLED WATER) —I I1=1 I I � °Z I1=1I1=1 I—I I1= 5 O8 PVC SCH 40 MIN 8"LONG � � �° FOR RECYCLED WATER -I I1=1 I I I I 1=1I 10 PVC PIPING g � =Z 0 1=1I1= I-1I I- O9 PVC 45 FITTING SCH 40 � Z 5X PIPE DIA. 10X PIPE DIA. SYSTEMS,ADD'DO NOT DRINK' 1 I1=1 I I 6 9 �� l I II I II I 6 II I II I II� 10 PVC SCH 40 SYMBOL � o w NO PIPE RESTRICTIONS,FITTINGS, _ -— o o � � 10 � �� COUPLINGS OR OTHER SPLICES TO OCCUR 4 I I I a�a-. a:-ll I � o°o 00 0�o�°OD o0 0� 11 11 S X S FITTING � � �° IN THE PIPE RUNS OF LENGTHS GIVEN I I I-_-= -_I I G �� o � �o � 12 PVC MAINLINE PIPE � z a 5 =1I1=1I I —_ $ 0 � �' o o� O � W °� `� -- = SO �� o � 0� 12 13 6"MIN.DEEP PEA GRAVEL � N a o J 9 �o o` DO o� ��o 0 13 SUMP /�� Q ' ` 14 LATERAL LINE CL 200 PVC �� 5X DIA.OF PIPE 10X DIA.OF PIPE 10 �o SaME aS SENSOR saME ns sENsoR �� \� � � 14 15 BRICK-1 PER CORNER,4 � �,Q 15 Z Z TOTAL �� FLOW SENSOR DR PL NE FL H VALVE N PV TEE REMOTE CONTROL VALVE � H E � � us o c B � � o� N.T.S. SCALE:N.T.S. N.T.S. ~� N °Q N m� NOTES: 1O VALVE BOX,TYPICAL. NOTES: O 18"LENGTH EXPANSION °0 1. SEE IRRIGATION LEGEND FOR CONTRACTOR SHALL GROUP 1. DO NOT LOCATE REMOTE CONTROL VALVE IN LAWN LOOP °� VALVES IN A MANIFOLD 2. COMPACT SOIL AROUND BOX TO SAME DENSITY AS O MODELS. SCOTCH LOK#3577 2. SEE IRRIGATION PLAN(S)FOR ADJACENT UNDISTURBED SOIL BUNDLE AND TAPE CONNECTOR SEALING WHENEVER POSSIBLE. CONTROL WIRE TO MAINLINE EVERY 10' m o ADDITIONAL GATE VALVE LOCATIONS. PACK OR EQUAL O2 BALL VALVE:SEE DETAIL. o Q 3. SEE INSTALLATION DIAGRAMS DETAIL P R O V I D E 1 B A L L V A L V E P E R 3. SPLICES IN CONTROL WIRE ARE NOT ALLOWED BETWEEN O ID TAG FOR VALVE FOR ADDITIONAL INFORMATION CONTROLLER AND VALVE STATION NUMBER �� GROUP OF CONTROL VALVES. 4. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION w o REGARDING ACCEPTABLE VALVE BOX PROVIDE 1 BALL VALVE PER O VALVE BOX:CARSON a¢ LOCATIONS. CONTROL VALVE WHEN NOT 5. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION GRADE, �LL NDS PRO SERIES,OR �� GROUPED TOGETHER. RECOMMENDAT ONS Q Z EQUAL J o O3 MAINLINE � 2 3 4 O5 TOP OF MULCH �LL O4 CONTROL VALVE 5 O REMOTE CONTROL VALVE: �o �J SEE IRRIG.LEGEND 6 O PVC SCH 80 NIPPLE Q= 2 1 Z 7 (CLOSE) =o � 7 10.07.16 PLANNING SUBMITTAL w� = 8 8 PVC SCH 40 MIN 8"LONG �0 9 O9 PVC 45 FITTING SCH 40 � 0 4 1 0 �� PVC SCH 40 Q¢ � � �3O � �n o0 ��°0 0o O� �� S X S FITTING �Z �� ` �J�o� °o� �� 12 PVC MAINLINE PIPE �� 0°0 0� `�o � UD 12 13 6"MIN.DEEP PEA GRAVEL No onTe oescaiPnoN 0 0 �� o� 0�'� � 13 SUMP PRo�ecTNo: asaa.00 � j ` 14 LATERAL LINE CL 200 PVC cno owc Fi�e: aaaaooiRc.owc "� TOPVIEw \ � 14 15 BRICK-1 PER CORNER,4 oEsicNEo ev: �o � ,15 TOTAL DRAWN BY: KG 0 � CHECKED BY: JD F VALVE LAYOUT � REMOTE CONTROL VALVE � DATE: 09.01.2016 � N.T.S. N.T.S. SCALE: AS SHOWN 3 � OC HMH U � O O W � � a 0 o IRRIGATION DETAILS 0 � a / J � / a 0 o m W m m � a o � N � � U � o L3.04 � � � a � / o �j a Community De�elopment Department Planning Di�ision—Cupertino LANDSCAPEARCHITECTURE �CUPER7[NO APPROVED 15700akland 4084872200se.CA.95131 www.hmhlastudio.com Ca se# TR-2016-45 Application Number{s) Approva I Body:Director/Staf� �PyDSCApf Appro�a f q�,�q: 02/07/17 �\onciTinni Qi iQQi�o NOTE: ��° `� �e��y �•.....•,..•--..----� O 112"UV RESISITANT O1 FINISHED GRADE �,��P� `�'� 1. BUBBLER DISTANCE TO ROOT OVER ROOT BALL FLEXIBLE SCH 40 PVC SLEEVE BELOW ALL HARDSCAPE ELEMENTS J Na�� Signature �A��LUKIL��aI��PENDING ON ,—,_____ __ HOSE(BLACK) WITH THE SLEEVING TWICE THE DIAMETER O PROVIDE A MIN.OF 2"CLEAR THE CONTAINE�,a�I��T�NG r 2 OF WIRE BUNDLE CONTAINED IN IT. BETWEEN PIPES �°""'� �e s/sina PLANT.ALLOW 6"BETWEEN COMPENSATING DRIP O SOIL RING(SEE SEE IRRIGATION LEGEND FOR MINIMUM � ""�"°°" s BUBBLER SEE LEGEND PLANTING DETAILS) O PROVIDE A 3"MINIMUM SAND s � �. TRUNK AND BUBBLER. � COVER. ENVELOPE AROUND ALL MAINLINE T'9T �� 2, PLACE ALL BUBBLERS ON FOR MODEL) O7 FINISHED GRADE F OF�p�\F� UPHILL SIDE OF SLOPE IF O UV RESISTANT 112"PVC INSTRUCTIONS: O SNAKE SOLVENT WELD PLASTIC APPLICABLE CONCEAL ALL SCHD 40 ADAPTER OO 1/2"PVC SCH 40(MIPT X F CILITATE SERVICWG�V\ALVE ENioTE coNrRo�vN�vE ro PIPING IN TRENCH AS SHOWN SLIP)MALE ADAPTER UV 2,SET BOXES 1°ABOVE FINISH GRADE OR MULCH COVER IN O TIE A 24"LOOP IN WIRING AT Z EQUIPMENT UNDER MULCH. OTUBING STAKES PVC RADIATION RESISTANT 4 GROUND COVERISHRUB AREA AND FLUSH WITH FINISH GRADE CA R I N G H O U S E Y 3. SEE IRRIGATION LEGEND FOR COATED 12 GAUGE WIRE wruRFnRE�,. CHANGES OF DIRECTION 30 DEGREES o= SPECIFICATION. U STAKES QUANTITY AS O PVC SCH 40 TEE OR ELL 3.SET RCV AND VALVE BOX ASSEMBLY IN GROUND OR GREATER.UNTIE AFTER ALL 112"SLIP XSLIP X FIPT COVERISHRUB AREA WHERE POSSIBLE.INSTNLL IN LAWN CONNECTIONS HAVE BEEN MADE Q= 4. INSTALL ALL IN ACCORDANCE NEEDED TO SECURE � � M I N ISTRI ES �o WITH MANUFACTURER'S �p PVC LATERAL PIPE ONLYIFGROUNDCOVERDOESNOTEXISTADJACENTTO o� TUBING(2 MIN.)SALCO O �awN. O INSTALL WIRING BENEATH AND Z Z RECOMMENDATIONS. OR EQUAL MULCH PER a.sEreoxESPnRn��E�TOEncHOTHERnNo BESIDE MAINLINE.TAPE AND BUNDLE �� 11 PERPENDICULAR TO EDGE OF LAWN,N�ALK,FENCE,CURB, o° SPECIFICATIONS Erc. AT 10 FOOT INTERVALS �LL 2 4 5.AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES 16��X 25��RECTANGULAR VALVE BOX J p �2 PLANT CROWN TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX O °'� 11 13 ROOT BALL SIDES. FOR EMITTER MANIFOLD ASSEMBLY. 3 5 6 6.INSTALL EXTENSION BY VAL\/E BOX MANUFACTURER AS �g 14��X�9��RECTANGULAR VALVE BOX. �c�7 REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ��; �2 14 INSTALL CHECK VALVE ,accEss. ;Z 7 WHERE ELEVATION OF 7.NEVER WSTALLVALVE BOX IN HARDSCAPE 9 QUICK COUPLING VALVE �o HIGHEST BUBBLER ON �p EDGE OF LAWN,WALK,FENCE,CURB, °W ��i��i��i� ��!i��!i� TH E VALVE IS 4'OR ETC. Z i�%%% �\i\� g MORE ABOVE THE z� �� 1i' MAINLINE,LATERAL °° 13 ��!�� 14 LOWEST BUBBLER ON 1 wIRING IN CON�uIT a c� /� J THE VALVE. &WIRING IN THE LATERAL PIPE �SLEEVE AT ALL HARDSCAPE a zS A M E T R E N C H M A I N L I N E P I P E CROSSINGS) - a u� =Q 10 -111111111 IIIIIIIIIIII III IIIIIII III� �� _— _ _ _ wQ 2 IIIIIIIIIII IIIIIIIIIIII IIIIIIIIII IIIIIIIII IIII wJ � ON GRADE TREE BUBBLER — �!�_�!�_� ��— ��_�!� ��_ �� -=_ __ = o i i�i�i�iiiii i iii�i li � __ -_- -- a� N.T.S. =_ = = �a IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIII IIIIII �� I I 1=1 I I � I I II I II I 1=1 I I � I I I II I II I 1=1 I II I II I 1=1 I 1=1 I I ° I I 1= � =w NOTE: II I II I II I II I I II I 1=1 I II I II I I II I II I 1=1 I II I II I 1=1 I II I II I II I II I II I I II I II I }w 1. SEE IRRIGATION LEGEND FOR EQUIPMENT O DRIPLINE AUTOMATIC FLUSH VALVE I-1 I I-1 I I-1 I I-1I I I I I-1I I-1I I-1I I-1I I-1—1I I-1I I-1I I-1I I-1I I-1I I-1I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I wo SPECIFICATION PLUMBEDTOFLUSHMANIFOLDAT illliiillliiillliiillliiilli Illiiillliiillliiillliiilliiillliiillliiillliiillliiillliiillliiillliiillliiillliiillliiillliiillliiillliiilllii � 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S LOW POINT � O �= RECOMMENDATIONS 3 � O2 PVC FLUSH MANIFOLD SECTION � � Q o 3. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE 4 Z� SHALL NOT EXCEED THE MAXIMUM RUN LENGTH O3 DRIPLINE MANIFOLD-TO-ELBOW o� a o � 1 2 O DRIP I ETMANIFOLD-TO-TEE Q Z r--- — � CONNECTION Z Z �� I I O DRIPLINE OPERATION INDICATOR � � � N� I I 3 O RIEMOR AND PRE�SSURE REGULATOR � O o� � � 7 � � �� g O7 PVC SUPPLY MANIFOLD W J Z� � O8 ZONE PERIMETER a Q Z � 5 W � o Z i � O9 DRIPLINE LATERAL PLAN VIEW — � ^ �� 4 10 AIRIVACUUM RELIEF LATERAL 8 � � � O Z I I DRIPLINE BLANK TUBING CENTERED Z °� � 9 ON MOUND OR BERM � ow �¢ � I �� DRIPLINE AIRIVACUUM RELIEF VALVE �2° �2° �2° �2" � � � �o � H�, �� PLUMBED TO DRIPLINE BLANK �i z w TUBING AT EACH HIGH POINT � � W " 12 a o� i � 1 2 PERIMETER LATERALS 2"TO 4"FROM 9 N Z N = �Q I f g� EDGE N V L--- 5 10 TOP VIEW � � o Q --- w PLAN O � � =o �� DRIPLINE CENTER-FEED LAYOUT INSTALLATION DIAGRAMS � o� D N.T.S. A N.T.S. � � ~ Now °Q N �_ m� NOTES: °0 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. o� 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. �� A�' O1 DRIPLINE PRESSURE REGULATOR mo 0 0 20' O LOW-HEAD DRAINAGEP CONTROL (n J �o O PLUMBED TIO/PVC FLUSH MANIFOLD AT 1 A F� a> � HIGH POINT(TYP.) �LL o� 2 I I O DRIPLINE w a Z 3 O DRIPLINE MANIFOLD-TO-ELBOW °� ,5' Fv CONNECTION(TYP.) �0 4 "�i O6 PVC SUPPLY MANIFOLD �J a� 5 I I, OO REMOTE CONTROL VALVE WITH FILTER �o Og DRIPLINE AUTOMATIC FLUSH VALVE 10.07.16 PLANNING SUBMITTAL � � PLUMBED TO FLUSH MANIFOLD AT LOW �U _� FV Q Z AV P INT �o �F Og PVC FLUSH MANIFOLD � II Q= 5� 10 DRIPLINE OPERATION INDICATOR �� F U Q �� 0 NO OATE DESCRIPTION z� O O 7 PROJECT N0: 4888.D0 a 9 ,�O 8 CAD DWG FILE: 488800IRG.DWG r%� DESIGNED BY: JD "' PLAN DRAWN BY: KG � 0 � CHECKED BY: JD ; B DRIPLINE SLOPE LAYOUT DATE 09012016 � N.T.S. SCALE: AS SHOWN 3 � OC HMH U � O O W � � a 0 o IRRIGATION DETAILS 0 � a / J � / a 0 o m W m m � a o � N � � U � o L3.05 � � � a � / o �j a Community Development Department Planning Division—Cupertino LANDSCAPEARCHITECTURE �UPERTlNO APPROVED 15700akland 4084872200se.CA.95131 Case# TR-2016-45 � www.hmhlastudio.com Application Number(s) Approv�I Body:Director/StafF �PyDSCApf Appro�a I Date 02/07/17 ��.P�� o��ti� V N0.5953 � SignatUre Erick Serrano J -� Case Mana�er �� s/sina • w�..a oo�. i � P T9TF OF CAl\F��a� Y MATCHLINE,SEE SHEET L4.02 � CARING HOUSE °_ � � � � � � � � � � � � � � � � � � � � � � � � � �_ ## S #� - � S S � � / � MINISTRIES o°� � � ##� ### # -- -# # �# ### �— _��— 00 � ## � ## - -" °### ## � � I\ �/ � \\ �� a ��_J� = = =_ __ °� °a###�# I � / ,/ Jo = = = - # a #� # • 1 �— • I mW _ _ -X-- � ### � / U Ow ` — — # � / Z(7 = _ _ a a C #� �/ \ / 1 ❑J - -� �� Q w - - X-- # < # _� -� z - a J W _ �_ \ �O , _ _ ___ - °' # � ### Q� ?F = - ___ _X _ # I ###� # � ,�� 00 - X- ' a 4 �## # 7 � 1 }� _ - �## �;K# �� az _ _ x -- - # , c ## I a¢ BUILDING B =-_--- - - - a �° �j ## � / �J =r _ _ P __ _ _ S `�~ - ##� / � �J - � - � �Q - x -x ° aaa ��^��\ . ' / �° 3 CER OCC _ _ -___ _ - #�#### �-� �F 24"BOX MULTI � _' X _P '_- _ - # # �# \ " `1 �a REPLACEMENT FOR TREES#7,#8,#16 = P � x- _ " # ## � Q x -- P --- � � C # a a a a o _� = -_- x-X --- x ##• �# � a � a � w�>w = _ - x - �" ###� a O � _ _x-_- - - °a### ,. a ° O aa = _ - - - - ' o�n = - - _ � -_- �## /A ° aa � aF -_ __-X- - � az z --- �-� � � __ � P P a � —� �_� a� J � 00 # -- - ## � �a� .� ' � O Q C # a� a a o � #� C ### # S S � \ a EXISTING TREE TO REMAIN,TYP. � LLQ O ## #� 1 r � ? � °o ° � ### _ = / aw o� 4 ❑ a a �##= = \� \ � / � O cn� a a� >'-� � � �= 4a � ° ### - - �' - � J z� 4 4 # C - = Q -z ❑ ❑ #..# � � � /� w� �# # - - V aZ # #^ `S # = = � � ^ =Z 2 CER OCC � � ### # S C = _ � � O o� z4��BOX MULTI a ####### �# � # - - CBUIM INGY Z °w REPLACEMENT FOR TREE#6 # ##�# ### � - - �� ####### #,�# # = = � � � � � o� �1 #### ##C ### #_ _ ' � W �i � ######^# C' � # � 0 0 N °m � ## #### ## _ _ � �� ## ## ,##„## _ = N _„ a °Q p ## ####� # # S = O , a Z � C� �Q � ## ###�# # # ## ° 0 � � Z> � ' ### � # �¢ BUILDING A �' S S ## � ° � o� � ### � � � o�� a ' �- � a � � O� N o� � �� a a a a ° � N �_ � � ❑ ❑ ❑ n OQa a O � o= / �I O a o a I � O �¢ / O o O LL� \ w / �z mo � O 4 � O 0 0 �—' PROPOSED PLANT PALETTE (n J W Q �_ wo - a O SYMBOL BOTANICAL NAME �¢ � ° o� \ TREES �w � a� L------J • Z °� � \ �/ CER OCC CERCIS OCCIDENTALIS w �o � / � Q= �_� J� QUE AGR QUERCUS AGRIFOLIA =0 10.07.16 PLANNING SUBMITTAL �� U 2� 4 ' � d =o _a a aa a SHRUBS �� a � w= i-� �~ � � Q= o 0 0 0 0 0 0 0 � \ �~ O CALAMAGROSTIS X AUTIFLORA'KARL FOERSTER' 00 U Q �tii • NO OATE DESCRIPTION O O / PROJECT N0: 4888.D0 - CAREXFLACCA � `�' M �\—/� � O CAD DWG FILE: 4888DOPAG.DWG M CISTUS X HYBRIDUS DESIGNED BY: JD � n 0 ECHINACEA PURPUREA DRAWN BY: KG � \ I � CHECKED BY: JD 3 I I I DATE: 09.01.2016 Q 0 JUNCUS PATENS'ELK BLUE' SCALE: AS SHOWN a I I I O PENSTEMON'FIREBIRD� QQ HMH � I � I � O POLYSTICHUM MUNITUM � O SALVIACLEVELANDII PLANTING U � PLAN � GRAPHIC SCALE O SESLERIA AUTUMNALIS � a W 10 0 5 10 20 40 m m � � a o � NOTES: � w (In Feet) 1.SEE SHEETS L4.03-L4.04 FOR PLANTING LEGEND,NOTES, L4.0.� o & 1 inch=10 feet AND DETAILS � � ~ 0 � J a Community De�elopment Department Planning Division—Cupertino LANDSCAPEARCHITECTURE CUPER7[N4 APPROVFD 15700akland 4084872200se.CA.95131 Case# TR-2016-45 � www.hmhlastudio.com - ��_ Application Number{sJ i . Approva l Bo ��r�ctor/Staf� � Appro�a I Date 02 1� ", , - - ��o��°o°��,y --��_� __ " J NQ 5953 � .L--____________� �(/ �P /� Signature Erick Serrano� _, -� ---- � Case Manager �� s/sina • w..a oo�. i sT �. �P 9TF�F CA��F��a Y CARING HOUSE Q= MINISTRIES �� o� ZW oZ �o 0 wW �_ �� J LL yy�' w O �A mU 7 O w z� --� ❑J Z U' Qw yz J �J �O �W � Z H F Z� O O � U }� az �a u� J� � Q �F �p Iy/ �J I Z p� W `�¢ W� � �O _ �a SUNNY VIEW WEST Q X BUILDING C a a a � _� ' a U � w � ad ° O a= S S ## o� � � Qo # # C �n Y - # 00 # # # � a O � w� ###^## # a � ao �l # #' ## # � � Q Z 2 CER OCC ##^# #### a 0 0 24"BOX MULTI (�,## ## ### ` � REPLACEMENT FOR TREES#24,#25 � # # � � u�i� # _#### O C -### � � zF -� ----- _# � -X- `_'� �� P ___x__-_ W Q z o z � / �� , 1 x P W a C� w V aw �° �� I\ � ��\ /� # �0 0 _ - > V Z � � ow r�_�i�—�� %/ _ _ - Z � C # _P P P LC� H �� ## ### -- z� '' ## ##�# #- - -- --- P= = ` SUNNY VIEW � W �� „ S #### ## =x=- X _-x-= = MANOR Z N a � � X - ♦ N � �Q ; ° ° �## � #### _-- X--x- = _ _ a _x a / � - V °� a ° a ## ## # ######- x_ X--- # - 1 =Q ###_- � ^##### ## �# #P -X =- _'_`-"'###_ = ZZ o ##___-#° I- ## # # ### ##• x # # # - 2 QUEAGR � � o� #--- = # � # # � # �## P P - ---# # = = 36"BOX # � � # o� __ __-# /v� ## #### #� X_--- -_x-#^ # ____ REPLACEMENT FOR TREES#5,#23 ow o - -_-# - - # # # _ N � ### ## # P ## # N oQ _-## �\ #### C �##•#P _ p �# C __- o= =-## � �# C � ##�# P _- ^ #�## -_ ` � � C ### P -- _ -## # � - o� � - =# C # # -- _ # # - = �Z ^ =# ## � # ##X'_-_ -"- • ##^ C = = J� EXISTING TREE TO REMAIN,TYP. _#m # S # �� --- - X-x-### # C # # - - ` 00 ` �-## °� #� # S #"' ##-=X-- x_X-"__#" ##### ####__= PROPOSED PLANT PALETTE �o \ _#aa # ## C #_-_- o--- -# � #�## ^ # #_-_ � �o � _#a,° ### C __ ___ ____# S ## ##�# - -_ SYMBOL BOTANICAL NAME a> � _# a �a## # � --_----� --- S ### ##### --_ �LL w � -# ` ##„# -"P'_` -� X-'-`-„ �#####� #### - - TREES Zo -#a aa ## -- o --X_ # ## ## # - - oZ _-# ` a a##P P P -�� -XX_# C #### ^##### _ = �,LL -# � ___-o o - S #�# �_ = CER OCC CERCIS OCCIDENTALIS �o = -# #- _--- -#,��i # c # # # - - a= --# °a S X # ##^## "� # C # #„_ - QUE AGR QUERCUS AGRIFOLIA =o = ##`a a Q S ° S # ##�� #### C##= = ` 10.07.16 PLANNING SUBMITTAL _� SUNNY VIEW WEST ` -__ ° p### S � ##### # � �##"## - QZ . _ ### ### C ## ` �° ` BUILDING B ` = � aa � # C � � #� SHRUBS �W \ # , I ### �# �� C ^° a p , a ,#�#�## u � # , a ' < # ### � 0 0 � �� a a°" < a� � -� O CALAMAGROSTIS X AUTIFLORA'KARL FOERSTER' Q¢ \ �a� a #### ## P � a#� �/ \ NO OATE DESCRIPTION O O � \\ a �a� � � �### #�°�a ° �# �a� S ^ # . \I PROJECT N0: 4888.D0 a Q°�° O CAREX FLACCA � �� CAD DWG FILE: 4888DOPAG.DWG a � �� # -� �I � �� O CISTUS X HYBRIDUS M DESIGNED BY: JD r%i � DRAWN BY: KG \ MAT HL NE, EE HEET L4.01 CHECKEDBY: JD O ECHINACEA PURPUREA � � 0 JUNCUS PATENS'ELK BLUE� DATE: 09.01.2016 C� SCALE: AS SHOWN 3 a O PENSTEMON'FIREBIRD� QQ HMH 0 a � OP POLYSTICHUM MUNITUM � OS SALVIA CLEVELANDII PLANTING U � PLAN � GRAPHIC SCALE OO SESLERIA AUTUMNALIS � a W 10 0 5 10 20 40 m m � � a o � NOTES: � w (In Feet) 1.SEE SHEETS L4.03-L4.04 FOR PLANTING LEGEND,NOTES, L4.�2 � & 1 inch=10 feet AND DETAILS � � ~ 0 � J a Community Development Depart�r�r OSED PLANT PALETTE Plannin �IVISIOCI-CU ertino QUANTITYI LANDSCAPEARCHITECTURE g P SYMBOL BOTANICAL NAME COMMON NAME SPACING MINIMUM CONTAINER SIZE WUCOLS WATER USE PLANTING PLAN NOTES �CUPERTINO APPROVED 15700akland 4084872200se CA 95131 rttTf1�I��1� TREES www.hmhlastudio.com CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATER��F�S�HDwN�n��tnlln}�`��i AS fIFS(;RIRF�IN THF SPECIFICATIONS. Application Number(sJ CER OCC CERCIS OCCIDENTALIS WESTERN REDBUD 7 24"BOX MULTI L UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED P IOR TO PLANTI OP RAT NS. �pprov�l odEy: irector/StafF QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK 2 36"BOX L NDSCqp PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY.CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUA TI�TI�E OBY PL,� H K. �P e � �a� a e 02/07/17 ��.P�� o��ti� A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOW D PER THE REPORT. HY IC COPIES OF THE SOIL � Na�� MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT,PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQU��.��IL�v1P�i��i rn�iFnRnn Tn n��r,�, �' '' STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE(WELO)OR LOCAL AGENCY ADOPTED WELO.CONTRACTOR SHALL OBTAIN A SOILS MANAGEMENT REPO��F��i-E�F'g�'yING `3TTTCUBS �� s/sina • w�..a oo�. i OPERATIONS AND PRIOR TO PLANT INSTALLATION. sT �. �P SAMPLES OF FERTILIZERS,ORGANIC AMENDMENT,SOIL CONDITIONERS,AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION.CONTRACTOR SHALL FURNISH TO THE OWNER'S O CALAMAGROSTIS X AUTIFLORA'KARL FOERSTER' FEATHER REED GRASS 188 1 GALLON L 9TF OF�p��F��a AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. O CAREX FLACCA BLUE SEDGE 444 1 GALLON L �, ALL WORK ON THE IRRIGATION SYSTEM,INCLUDING HYDROSTATIC,COVERAGE,AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED � PRIOR TO PLANTING OPERATIONS. O CISTUS X HYBRIDUS WHITE ROCK ROSE 47 5 GALLON L CARI NG HOUSE �� LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. Q ECHINACEA PURPUREA PURPLE CONEFLOWER 67 1 GALLON � M I N ISTRI ES �o o� Z Z TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET(10')FROM UTILITIES. 0 0 0 JUNCUS PATENS'ELK BLUE' CALIFORNIA GRAY RUSH 60 1 GALLON L �� TREES PLANTED WITHIN FIVE FEET(5')OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. �LL w° O PENSTEMON'FIREBIRD' BEARD TONGUE 45 1 GALLON L m Z CONTRACTOR MUST CONTACT THE CITY OF SAN JOSE ARBORIST AT 408-794-1924 TO VERIFY SPECIES(EVEN IF SHOWN ON THE PLANS),LOCATIONS,AND QUANTITIES OF ALL STREET °; TREES PRIOR TO ORDERING MATERIAL.IF STREET TREES ARE TO BE PLANTED IN TREE WELLS,FINAL LOCATION OF TREE WELLS SHALL BE DETERMINED BY THE ARBORIST PRIOR TO Q W INSTALLATION OF SIDEWALK. OP POLYSTICHUM MUNITUM CALIFORNIA SWORD FERN 35 1 GALLON L Z 0 o ALL PLANTING AREAS TO RECEIVE 3"THICK BARK MULCH LAYER.IN THE EVENT THAT BARK MULCH EXISTS ON SITE,CONTRACTOR SHALL PROVIDE SAMPLE OF EXISTING AND PROPOSED OS SALVIA CLEVELANDII CLEVELAND SAGE 43 1 GALLON L Z= MATCHING BARK MULCH FOR APPROVAL.OTHERWISE,BARK MULCH SHALL BE LYNGSO SMALL FIR BARK(314"TO 1-112")OR APPROVED EQUAL. �� 0 o Q SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 753 1 GALLON L }� ALL PLANT MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.1) a z FOR STANDARD FORM TREES,CALIPER SIZE SHALL BE MEASURED 6"ABOVE THE SOIL LINE FOR CALIPERS EQUAL TO OR LESS THAN 4"FOR CALIPERS GREATER THAN 4",CALIPER SHALL BE a� MEASURES 12"ABOVE THE SOIL LINE.FOR MULTI-TRUNK TREES THE CALIPER SHALL BE ESTABLISHED BY TAKING THE AVERAGE OF THE CALIPER OF THE TWO LARGEST TRUNKS. *CONTRACTOR SHALL SUBMIT PHOTOS OF ALL PLANT MATERIAL,TREES AND GROUND COVERS. N F CALIPER IS MEASURED 6"ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6"ABOVE GROUND IF ALL TRUNKS ORIGINATE FROM THE SOIL. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. 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T'�1 . .-�. �. ` : h "L'. s,:� � . .. _ '"'�. . . . �Q �`N�`..a� �,�„_� � I`� b��:� .s_. ..,. �...._, ,...__.�..;..`��..r-�..:�._:.._-._��C ....._.< _.. �.�f.-\.�:�V i.��1�_...��z. !7!_� tP'�s . 3. .. _ y:'._��.7i`.#_...:.fci:�... ��:�.�rsx,,�...... � . .. .. . _ Q S K� �� U Q ECHINACEA PURPUREA JUNCUS PATENS'ELK BLUE' PENSTEMON'FIREBIRD' POLYSTICHUM MUNITUM SALVIA CLEVELANDII �tii NO OATE DESCRIPTION �K Z 7 O O PROJECT N0: 4888.D0 U= � a CAD DWG FILE: 4888DOPAG.DWG � DESIGNED BY: JD M ��"',�_ � . .��'� �I � c'� '�L.:,�,�1' i' DRAWN BY: KG 0 � ` }�,.-.�� -�`�1� .�i.��.�' CHECKED BY: JD � p.i �!"'. ��,� + ;��r�� 1� �I �; i( � l� DATE: 09.01.2016 .r` , . . .'� .{��'��I � :� �l,,a;i��i. .,�'�� 3 � . � � . �. r�g��'� •j"J�� SCALE: AS SHOWN � � � � .Y,�;� OC HMH U a ',� i' i, a � , �`"r h!', ' � R��{';t�{1 � +��I� d,,I" � �f! �� , ��r, �a!1`��9 ��a�,,,� � �� „�� /��,:* �-, � ��i�' �' %�i,i�/4'o:��o'.�;w i �' i��"��Yii�"9; U _ � ��, %,,",,,� ,�,,,�,; ,.,�„��,� � � ,,=.�,��> PLANTING LEGEND o ��q ,�i�:' , `l r ��'� ^�';��l,�r� o'��r-� o i�,(��{�r,� i�/� � � ��9��v�i!�'/°e �, ��'" - a {�� ,;%� ,�;�.��u �,� = � AND NOTES I �,,.._,,; ��L+� <r za�� 1�j l� ,�,'�Yj r�Q �••-..� ��p��`��r J r�(II /�Y��/] 1�. : _ tlal�1'i�!� / .�ii_....a- �� ;.� f-! ?��Bq 1��'�� - a o �1'�,,I?�/�,i�+;,,�� ,,,�;�s�r.p�,r�r. ��_ � W J'�JG,�..r��,..� .r /_e/.o�-��:��.__Yt.�..,:.rir='_-� � m � a o � N � SESLERIA AUTUMNALIS °' o L4.03 � � � a � / o �j a NOTES: O1 FINISH G� Co m mun ity De�e I o pm�,��e pa rtm e nt O FINISH GRADE NOTES: O TREE-SEE PLAN FOR SIZE AND TYPE 1.SEE PLANTING SPECIFCATIONS PRIOR 1.SEE PLANTING SPECIFCATIONS PRIOR 1.SEE PLANTING SPECIFICATIONS PRIOR TO TO INSTALLATION OF PLANT MATERIALS. O2 EDGE OF YOND Pla n ni ng Di�isio n T�.IkI��ICP�fIIC51'B�JF PLANT MATERIALS. O A SHALLOW BASIN 2"DEEP SHALL BE INSTALLATION OF PLANT MATERIALS. O CINCH TIE OR APPROVED EQUAL LANDSCAPE ARCHITECTURE 2.ROOTBALL CROWN TO BE 1"ABOVE 2.ROOTBALL CROWN TO BE 1"ABOVE FORMED AROUND ROOTBALL BELOW 2.THIS DETAIL APPLIES TO 15 GALLON AND 1570 Oakland Road.San Jose.CA.95131 FINISH GRADE. �3 A SHAL�(4VE�ft91lJY�DEEP SHALL BE APPROVEfG�11SH GRADE. FINISH GRADE 24"BOX TREES. O3 2"DIAMETER TREATED LODGE POLE PINE aoa.aa�.22o0 FORMED AROUND ROOTBALL BELOW 3.ROOTBALL CROWN TO EXTEND 1"ABOVE STAKE PLACED ON WINDWARD SIDES OF www.hmhlastudio.com FINISH Gf��'E�e# TR-2016-45 FINISH GRADE. TREE,AND OUTSIDE OF ROOTBALL O AGRIFORM PLANT TABLETS 2 PER 1 4.TREES WSTALLED WITHIN TURF AREAS 4 A SHALLOW BASIN 2"DEEP SHALL BE FORMED � 6 OAGRIFORM PLANT TABLETS 2 PER 1 Application Number{s) GALLON,3 PER 5 AND 15 GALLON GALLON,3 PER 5 AND 15 GALLON � SHALL BE INSTALLED WITH'ARBOR-GARD' AROUND ROOTBALL BELOW FINISH GRADE. 2 q 5 AT BASE OF TRUNK. TREES PLANTED IN TURF SHALL NOT HAVE �� ° O5 FOOTTA9�'�,,�•J�E�V�I BOC��I:Director/StafF � � O FOOTTAMPBASE BASINS. R o �o� n I 2 �� %�'g O5 FINISH GRADE PNoscApf 3 8� ,00 ��' � O SHRUB-S+��A,�I�LI,�� OZ�O7��7 `�Q o'o � O SHRUB-SEE PLAN AND LEGEND FOR ��`"P�`� °�°�y� o � o �� 8' � �6 ROOTBALL � � � SIZE AND YPE ��\ ^�;� � SIZE AND TYPE � Na�� m `�o �i nature Erick Serrano � a�� O � o__ o g O 1 �7 AGRIFORM PLANT TABLETS 3 PER 15 GALLON, �� \ � 8 � � APPROVED ACKFILL,THO 6 APPROVED BACKFILL,THOROUGHLY '�I � �� MIXED PRIOR TO INSTALLATION Case Ma nager a_� o 0 o MIXED PRIOR TO INSTALLATION 6 PER 24"BOX AND 8 FOR 36"BOX � �� s I II I O APPROVED BACKFILL,THOROUGHLY MIXED s�. � �P LL J I1= I I1�-1 O NATIVE GRADE OR CERTIFIED ,�� I I II I_ I I II I I� PLAN PRIOR TO INSTALLATION.PUDDLE AND qTF'�F �Fo�``' a o I II I I I I II I I� 4 COMPACTED SUBGRADE �� I I II I1=\ � I I I- O7 NATIVE GRADE OR CERTIFIED 3 3 SETTLE PRIOR TO PLANTING TREE. cA� 111=1 o� I I— I I I—I w o I I II I I� I I II I II 3 COMPACTED SUBGRADE � -1 I I I I I- o� _i i� — � O9 FOOT TAMP BASE 11= _� � � � I 1= �`�%`�%`�%`%`%`%�```%`%`%��` I I 1=1 � ,,;;,T`;;%T;`�;;;�;y,, I g j Z 2 10 NATIVE GRADE CA R I N G H O U S E �� , ,vv 111=1 _,,,,,,,,,,,,,,,,,,,,, , � ��;�� '� �� I 1=I 1=111=1 I 1=1 I I I I 1=�-� I I I- i i—i i -- I I I- �� Q� iii iii—iii=iii=iii=iii—iii—ii ii: 5 �— � =iiiiiiiiiii ii ii� 4 MINISTRIES �o -i i-iii-iii-iii-iii-iii-iii i i i- � �_�� o� ZW o� 2X DIAMETER 2X DIANIETER o° g OF ROOTBALL 7 OF ROOTBALL �_ �~ 3 J O o� SHRUB PLANTING ON SLOPE SHRUB PLANTING 3 Q W F SCALE:N.T.S. C SCALE:N.T.S. � >Z J W �J �O �W Z� NOTES: O EDGE OF PLANTING AREA � °0 1.ALL PLANTS TO BE PLANTED AT EQUAL o 0 a; SPACING"TRIANGULATED"UNLESS 2 a o� '�° a� OTHERWISE INDICATED ON PLANS. O TYPICAL PLANT SPACING VARIES SEE 1 \ �o, =Q 2.INFILL PLANTS AS REQUIRED TO PLANTING LEGEND AND PLANS. o�o�, � ,� N� MAINTAIN SPACING AT IRREGULAR EDGES. �� J � 0 Z p] 2 � p p �G¢ o�� w J ` O �� o �0 �LL � �� 0 d C9 2 3 0`�d o 0o p p �Z �� 2 w �� U � Q w xF ~U � �w � • `�PG 6 � a a 9l 5 O o�, a � �~ Ii Zz a° z� • • • �J III— � °� �m j ��ii,,,_ O Q ao V wo � � � 7 o� � � �oJ� �� I i l I Z Z �,�, - 8 � � �o � J ��'�?� � LL� [ '"I I"I�'�- � 0 aW �� c�w � �0 � o� z� W J �� 1 g��, 9 2X DIAMETER � Z� a a� z �can� OF ROOTBALL � � w� EQUAL EQUAL � °Z � � ^ �� GROUNDCOVER SPACING TREE STAKING DOUBLE > C� Z _ �Z °� SCALE:N.T.S. SCALE:N.T.S. zw �/� � �J � �i♦ � U Q � � K� O �� NOTES: NOTES: � W O PLASTIC TREE TIE O1 CURB � N a o� 1.SEE PLANTING SPECIFICATIONS PRIOR 1.ROOT CONTROL BARRIER SHALL BE USED WHEN TREE IS = �Q TO INSTALLATION OF PLANT MATERIALS. O RETAIN NURSERY PROVIDED STAKE LOCATED 10'OR LESS FROM WATER,STORM,AND SEWER O SIDEWALK � N � 2.ROOTBALL CROWN TO EXTEND 1" UTILITIES. ' �Q ABOVE FINISH GRADE. O3 FINISH GRADE 2.INSTALL AN 18"DEEP'DEEP ROOT'CONTROL BARRIER AT EDGE O3 TREE TRUNK � OF SIDEWALK. � �Q �0��° � �Z `o�� , g O4 ROOTBALL 3.INSTALL A 24"DEEP'DEEP ROOT'CONTROL BARRIER AT BACK O4 TREE CANOPY � �Q �� o, o� � OF CURB OR INSTALL A 36" DEEP'DEEP ROOT'CONTROL 5 A SHALLOW BASIN 2"DEEP SHALL BE o� � �,o�° °� BARRIER AT BACK OF CURB WHEN WITHIN 6'FROM WATER AND O5 ROOTBARRIER � �� o FORMED AROUND ROOTBALL BELOW SEWER LATERAL LINES. N o w `�° � � FINISH GRADE.TREES PLANTED IN TURF � o� a�� 0 4.NO ROOT CONTROL BARRIERS SHALL BE WITHIN 5'FROM O6 PLANTER AREA w= 2 0'� �, , SHALL NOT HAVE BASINS. WATER AND SEWER LINES. �= do ,o m� oc� $o O AGRIFORM PLANT TABLETS 2 PER 1 *DEEP ROOT PHONE NUMBER(800)458-7668 o= o� 8 0 0°0 �� GALLON,3 PER 5 AND 15 GALLON.BOX �Z 4 TREES SEE DETAIL. '0 3 O7 APPROVED BACKFILL,THOROUGHLY 5 5 o� MIXED PRIOR TO INSTALLATION �o I�I I I I 3 6 2'-0" � 2'-0" 1 �o __ � O8 EDGE OF SLOPE BEYOND J¢ Og NATIVE GRADE OR CERTIFIED o z �a I I I I I I I �� I I I I I o, Z o a o II I II I I-1 6 COMPACTED SUBGRADE ¢ 3 a? o� I-1 I I-1 > 0 0 =_ _ � 10 FOOT TAMP BASE w W � �'v�Uv�Uv� I II I= �o I I,,,,,�,,,�,,,�,�, I—I 1 Q= 1 I II-1 I I I I II I I I I II I I I I II I I I I I I I 1-I I-1 9 1 O 2X DIAMETER J� =0 4 10.07.16 PLANNING SUBMITTAL �� OF ROOTBALL =o TREE PLANTING ON SLOPE ROOT BARRIER u~i w SCALE:N.T.S. w= SCALE:N.T.S. wr �� ¢_ �� 00 U Q �tii NO OATE DESCRIPTION �K Z 7 O O PROJECT N0: 4888.D0 U= � a CAD DWG FILE: 4888DOPAG.DWG � M DESIGNED BY: JD r%i � DRAWN BY: KG 0 \ CHECKED BY: JD rn \ DATE: 09.01.2016 C� SCALE: AS SHOWN 3 � OC HMH V a a 0 0 w m � a 0 � PLANTING DETAILS � 0 0 � a / J � / a o ir, O m W c+i � � � a o � N � � U � o L4.04 � � � a � / o �j a ■ The Contract documents,as defined herein,are intended to be read together to describe a T. INDEMNIFICATION INSTRUCTIONS TO BIDDERS complete and finished piece of work,including all labor,materials and equipment necessary Comm�no�jm�7��l�p��t��'�l�'l��T'�I��:�r shall indemnify and hold harmless the A. SUBMITTALS for the proper execution of the project.Anything in the specifications and not on the Owner,Landscape Architect,Landsca�e ArchitecYs consultants,and agents and employees ■ Bids shall be submitted in sealed envelo es bearin on the outside the name of the bitlder, drawings,or on the drawings and not in the specifications,shall be as though shown or ��-' � p g LANDSCAPE ARCHITECTURE p g Pla n�ri<�i o ��,Irj$��i�e�i� IFi�;LC�ll�ages,losses and ex enses,includin but not mentioned in both. the bidder's address and the name of the project for which the bid is being submitted.Bids limited to reasonable attorneys'fees,and all legal expenses incurred on appeal and all 1570 Oakland Road.San Jose.CA.95131 shall be delivered to Owner: CUPERTINo interest�r�r�Qi��i�of or resulting from performance of the work,provided that such 4os.4a�z2oo H. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES c aim,damage,loss or expense is attributable to bodily injury,sickness,disease or death,or www.hmhlastudio.com SUNNY VIEW WEST,CARING HOUSE MINISTRIES C�Se# TR-20��;��or destruction of tangible property(other than work itself)induding loss of use 22449 CUPERTINO ROAD ■ Shop drawings,product data,samples,and similar submittals are not contract documents. re i � y o e ex en cause in whole or in part by negligent acts or CUPERTINO,CA 95014 The purpose of their submittals is to demonstrate for those portions of the work for which .�� i �f��i�r-(� 626.300.2440 submittals are required the way the Contractor proposes to conform to the information given omissions of the Contractor,a subcontractor,anyone directly or indirectly employed by them and the design concept expressed in the drawings. or anyone for whose acts they may be liable,regardless of whether or not such claim, A copy of the bid shall be sent to HMH at: Ap}�rOV�I B4 CI�/:[�i��s�r�{�e is caused in part by a party indemnified hereunder.Such obligation 1570 OAKLAND ROAD,SAN JOSE,CA 95131 ■ The Contractor shall review,approve,and submit such submittals required by the contract shall not be construed to negate,abridge,or reduce other rights or obligations of indemnity �pNDSCqpF B. EXAMINATION OF CONSTRUCTION DOCUMENTS AND SITE documents with reasonable promptness and in such sequence or to cause no delay in the Appro�a I Qate ��i��idu�d7otherwise exist as to a party or person described in this Section. ��.° � o�,q�'oy work. n inst any person or entity indemnified under this Section by an employee of the J`��'�NO.5953�'�� ■ Each biddershall inspect the construction documents(drawings and specifications)and site ■ Landscape Architect shall review and approve or take other appropriate action on the Signature Eri�4�,S��'��_..___,___,___.___�:___„.__,_.�;__�tly employed by them or anyone for of the proposed project.The submission of a bid shall constitute and acknowledge that the contractor submittals,such as shop drawings,product data,samples and other date,which ' ' $��`"° whose��6��liable,the indemnification obligation under this section shall not be , R';"�„ , bidder is familiar with all conditions which might affect the contemplated project. the contractor is required to submit,but only for the limitetl purpose of checking for limited by a limitation on amount or type of damages,compensation or benefits payable by or s �,. Q conformance with the design concept and the information shown in the construction r,y �� ■ Any discrepancies shall be brought to the immediate attention of the Owner.Contractor shall documents.This review shall not include review of the accuracy or completeness of details, for the Contractor or a subcontractor under worker's compensation acts,disability benefit acts lF OF�q�\F�� assume all necessary revisions due to failure to give such notification. or other employee benefit acts. such as quantities,dimensions,weights or gauges,fabrication processes,construction means or methods,coordination of the work with other trades or construction safety ■ The obligations of the Contractor under this section shall not extend to the liability of the � precautions,all of which are the sole responsibility of the contractor.review of a specific item Landscape Architect,the Landscape Architect's consultants,and agents and employees of Z shall not indicate that the landscape architect has reviewed the entire assemble of which the any of them arising out of(1)the preparation or approval of maps,tlrawings,opinions, � C. REJECTION OF ALL BIDS item is a com onent.Landsca e Architect shall not be res onsible for an deviations from re orts,surve s,chan e orders,desi ns or s ecifications,or 2 the ivin of or the failure to CARI NG H O US E �� P P P Y P Y 9 9 P �) 9 9 �_ ■ The Owner reserves the right to any time prior to the award,to reject all bids.The Owner the construction documents not brought to the attention of the Landscape Architect in writing give directions or instructions by the Landscape Architect,the Landscape ArchitecYs M I N ISTRI ES �o also reserves the right to accept other than the lowest bidder,to accept one(1)part of a by the contractor. consultants,and agents and employees of any of them provided such giving or failure to give o� proposal and to waive any technical informalities in any proposal. I. SUBSURFACE DATA is the primary cause of the injury or damage. �� ■ Where investigations of site conditions have been made including subsurface conditions in �LL areas where work is to be performed untler the Contract,such investigations are made only U. SAFETY OF PERSONS AND PROPERTY w o D. WITHDRAWAL OF BID for the ur ose of stud and tlesi n.All soil and eolo ical test hole data,water table ■ The Contractor shall be res onsible for initiatin maintainin and su ervisin all safet w P P Y 9 9 9 p g, 9 p 9 Y o w ■ A bidder may withdraw the bid without prejudice,provided a written request for such elevations and agricultural suitability soil analyses apply only at the locations of the test and precautions and programs in connection with the performance of the Contract. Z�' withdrawal is delivered to the Owner prior to the commencement of the opening of bids. to the depths indicated. Q Z ■ The Contractor shall take reasonable precautions for safety of,and shall provide reasonable �J GENERAL CONDITIONS J. CHANGE ORDERS protection to prevent damage,injury or loss to:employees on the work and other persons o° who may be affected thereby,the work and materials and equipment to be incorporated Z= A. DEFINITIONS ■ The Owner may at any time prior to acceptance of the work,by written order to Contractor o� ■ Words used herein in the masculine gender include the feminine and neuter,and vice versa, and without notice to sureties,increase or decrease the estimated quantity of work or therein,whether in storage on or off the site,under care,custody or control of the Contractor ;� material,make alterations,deviations,additions to or omissions from the drawin s and or the Contractor's subcontractors,and other property at the site or adjacent thereto,such as the singular number indudes the plural,and the plural the singular.The word"person" g trees,shrubs,lawns,walks,pavements,roadways,structures and utilities not designated for Q� includes a corporation,association or partnership. specifications,and make changes in the project as may be deemed necessary or advisable, removal,relocation or replacement in the course of construction. J� within the general scope thereof. aQ �� ■ Unless otherwise specifically defined herein,or unless the context requires a different ■ No claim for additional work or material will be allowed unless supported by a written Change ■ The Contractor shall give notices and comply with applicable laws,ordinances,rules, W a meaning,all wortls,abbreviations,symbols,terms and phrases having a well known or Order signed by the Owner and the Contractor stating their agreement upon all of the regulations and lawful orders of public authorities bearing on safety of persons or property or �o technical meaning shall be so construed. following: their protection from damage,injury or loss. �Z -Change in the work. �d ■ Whenever in these specifications,or in any documents or instruments where these -Amount of the adjustment in the Contract sum,and ■The Contractor shall so conduct operations as to offer the least possible obstruction and �X specifications govern,the following terms are used,the intent and meaning thereof shall be -Extent of the adjustment in the Contract time,if any. i n c o n v e n i e n c e t o t h e p u b l i c.T h e C o n t r a c t o r s h a l l h a v e u n d e r c o n s t r u c t i o n n o g r e a t e r a m o u n t Q _� as follows: of work than can be performed pro perl y with due re gard to the ri ghts of the public. U �� K. CONTROL OF MATERIALS � O a� CONTRACT-Represents the entire and integrated agreement between the Owner and the V. PROJECT SITE MAINTENANCE �= Contractor.The contract documents form the Contract for construction. ■ Materials,parts and equipment to be furnished by the Contractor shall be new,unless o Z otherwise specified in these specifications or noted on the drawings.The materials shall be ■ Throughout all phases of construction,and until acceptance of the work,the Contractor shall � � a° manufacturetl,handled,and used in a workmanlike manner. keep the project site clean and free from rubbish and debris. 0 o CONTRACT DOCUMENTS-These specifications,the drawings,addenda issued prior to � ao execution of the Contract,and the Contract between the Owner and the Contractor. ■ All materials shall be subject to rigid inspection and if,in the opinion of the Owner the same ■ Costs incurred due to cleanup operations shall be as included in the prices bid for the various O Q J U d o n o t c o m p l y w i t h t h e c o n t r a c t d o c u m e n t s,s a i d m a t e r i a l s s h a l l b e r e j e c t e d a n d i m m e d i a t e l y items of work antl no separate payment will be made therefor. LL Q removed from the premises at the expense of the Contractor. Z � o� CONTRACTOR-The person or entity whose bid is accepted and to whom the Contract is W� a w a r d e d. ■ Manu fac turers warran ties,guaran ties,ins truc tions s hee ts an d par ts lis ts,w hic h are furnis he d � �a with certain articles or materials incorporated in the work,shall be delivered to the Owner W. AIR POLLUTION � Q LANDSCAPE ARCHITECT-The professional services firm who prepared the project � o� drawin gs and s pecifications for the Owner, prior to acceptance of the work. ■ Contractor shall comply with all air pollution control rules,regulations,ordinances and � 3� statutes which apply to any work performed pursuant to the Contract and shall not discharge W J Z� L SAMPLES AND TESTS smoke,dust or any other air contaminants into the atmosphere in such quantity as will violate Q �o OWNER-Is the person or entity identified as such in the Contract. the regulations of any legally constituted authority. � � � w� ■ The Contractor shall furnish such samples of all materials as requested by the Owner without � a o WORK-The term"work"or"projecY'means the construction and services required by the charge.Labor and equipment necessary for the furnishing of such samples shall be the � � �" Contract Documents and includes providing all labor,materials,equipment,transportation, responsibility of the Contractor. X. NOISE CONTROL � � O "� tools,and incidentals necessary to complete the work in a satisfactory manner by licensed Z Z�, ■ Con trac tor s ha l l comp ly wi t h a l l loca l soun d con tro l an d noise leve l regu la tions an d � � o J contractor and experienced workers. M. SUBSTITUTION OR EQUIVALENTS ordinances which apply to any work performed pursuant to the Contract,and shall make w� �� ■ For convenience in designation on the drawings or in the specifications,certain articles or every effort to control an undue noise resulting from the construction operation. � 1„� Z Q materials to be incorporated in the work may be designated under a trade name or the name W °� of a manufacturer and catalo ue number.Sub ect to written a roval b the Owner or � � � B. CONSTRUCTION PROCEDURE g � pP y Y. PESTICIDES/HERBICIDES = o� Landsca pe Architect,an a lternative artic le or materia l ma y be uti lized. � W J ■ Contractor shall not be relieved of obligations to perform the work in accordance with the ■ C o n t r a c t o r s h a l l c o m p l y w i t h a l l r u l e s a n d r e g u l a t i o n s o f t h e D e p a r t m e n t o f F o o d a n d � � �¢ Contract Documents either by activities or duties of the Owner,Landscape Architect,or by �Q t e s t s,i n s p e c t i o n s o r a p p r o v a l s r e q u i r e d o r p e r f o r m e d b y p e r s o n s o t h e r t h a n t h e C o n t r a c t o r. Agriculture,the Department of Health,the Department of Industrial Relations and all other � =o agencies which govern the use of pestici des/her bici des require d in the performance of the � ;Q ■ The burden of proof as to the quality and suitability of alternatives shall be upon the work. � �¢ C. NON-ASSIGNABILITY Contractor. o� C� � o LL ■ Neither the Contract that may be awarded,nor any of the monies that may become due to N. CERTIFICATES OF COMPLIANCE Z. DUST CONTROL �� the Contractor under such Contract,may be assigned by said Contractor without the written ■ When requested,Contractor shall furnish the Owner with a Certificate of Compliance stating ■ The Contractor shall abate dust nuisance by cleaning,sweeping and sprinkling with water,or N o¢ consent of the Owner. that the material substantially meets the specifications other means as necessary,and shall save the Owner free and harmless from any claim for N m= D. SERVICE OF NOTICE loss or damage sustained by others and resulting from operations on the project site. � O. SUFFICIENCY OF TIME �Z ■ The delivery ar mailing of any notice,instruction,claim or protest,or other written °� communications,personally to the Contractor or to the Owner,shall constitute service thereof ■ Should the Contractor be obstructed or delayed in the prosecution or completion of the AA. UTILITIES �� upon the Contractor,or the Owner,respectively. project by the act,neglect,delay or default of the Owner,or as a result of strikes,fire,flood, °'o lighting,storms or earthquakes,or by unavoidable calamity,or other unforeseen causes that ■ When placing concrete around or contiguous to any utility,the Contractor shall assume Z= responsibility for costs to furnish and install a cushion of expansion joint material,clear o� in the opinion of the Owner,are beyond the control of the Contractor,then the Owner may �o E. SUBCONTRACTS consider an extension of time for the completion of the project. opening or sleeve,or by other suitable means shall prevent embedment in or bonding with the concrete. �Z ■ Contractor shall set forth in the bid the name and the location of each subcontractorwho will �LL perform work or labor or render service to the Contractor in or about the construction of the p. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT °� work. BB. PATENTS AND ROYALTIES Q o ■ If the construction of the project be abandonetl by the Contractor,or if at any time the Owner ■ The Contractor shall absorb in its bid,the patent fees or royalties on any patented artide or W shall be of the opinion that the performance of the Contract is unnecessarily or unreasonably process which may be furnished or used in the work.The Contractor shall indemnify and o� ■ Contractor must have the written consent of the Owner to substitute a subcontractor other dela ed,or that the Contractor is willfull violatin an of the conditions or covenants of the �'LL than that designated in the bid. y y g y hold the Owner harmless from any legal actions that may be brought from infringement of �o Contract,the Owner may notify the Contractor not to resume or to discontinue,as the case patents. Q= may be,all work or any part thereof contemplated under the Contract by a written notice J� F. BONDS AND INSURANCE served upon Contractor.The Owner shall charge the expense of such equipment,labor and �� materials,plus ten percent(10%)of the cost thereof,for administrative expense against any CC. PAYMENTS 10.o�.1s P�ANNiNG suBMirrA� _� ■ Before execution of the Contract with the Owner,the Contractor shall file with the Owner sums of money due or to become due the Contractor,or against the sureties to the extent of ■ The Contract sum is stated in the Contract and,including authorized adjustments,is the total surety bonds and applicable public liability and property damage insurance satisfactory to the their liability. ?° Owner in the amounts and for the purposes specified in the Contract.Bonds shall be duly amount payable by the Owner to the Contractor for performance of the work under the �W executed by a responsible corporate surety,authorized to issue such bonds in the applicable ■ In lieu of the foregoing provisions to suspend the Contract,the Owner may pay the contract documents. w� �� State of the project and secured through an authorized agent.Contractor shall pay all bond Contractor for the completed portions of the project according to the provisions of the 0 o premiums,costs and incidentals. Contract antl may treat the portions remaining uncompleted as if said portions hatl never ■ Before the first application for payment,the Contractor shall submit to the Owner a schedule �Z of values allocated to various portions of the Work,prepared in such form and supported by �Q been included or contemplated by the Contract. �� ■ Changes in the work,or extensions of time,made pursuant to the Contract,shall in no way such data to substantiate its accuracy as the Owner may require.This schedule,unless No DATE DESCRIPTION 0 o release the Contractor or surety from their obligations. objected to by the Owner shall be used as a basis for reviewing the Contractor's applications PROJECT NO: 4888.00 � Q. TEMPORARY SUSPENSION OF WORK for payment. cno owc F��e: aaaeooscc.ow� a M G. DRAWINGS AND SPECIFICATIONS ■ The Owner may order the Contractor to suspend the work on the project wholly or in part for DESIGNED BY: JD `4 ■ The contractor shall keep at the project site a copy of the drawings and specifications.In the such period of time as may be deemed necessary due to unsuitable weather or to such other DD. REPAIRS AND REPLACEMENT DRAWN BY: KC � event a discrepancy exists between figures and/or drawings,the discrepancy shall be conditions as may be considered unfavorable for the suitable prosecution af the work.Work ■ Costs incurred due to repair or replacement of defective or damaged work shall be the CHECKED BY: JD � immediately submitted to the Owner for clarification.Any adjustment made by the Contractor shall be resumed when conditions are favorable or when the methods have been corrected, responsibility of the contractor. onTe: os.o,.20,6 „ without obtaining such clarification from the Owner shall be at the Contractor's risk and as directed and approved in writing by the Owner. SCALE: AS SHOWN A expense and be subject to removal if said adjustment does not meet the approval of the 0 � Owner. EE. BACKFILLING C HMH � R. LAWS TO BE OBSERVED ■ Backfilling material,shall be free from large clods,stones,and other objectionable materials, � ■ The Contractor shall be fully informed of all State antl National laws and municipal exceeding three inches(3")in diameter. Z ordinances or regulations which in any manner affect those engaged or employed in the GEN ERAL � work,or the materials used in the work,or which in any way affect the conduct of the work, FF. PROJECT MAINTENANCE ; and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority SPECIFICATIONS a over the same. ■ Project maintenance is required after the project is complete.A lack of maintenance in area ¢ such as,but not limited to irrigation and planting operations may result in damage to property o S. LABOR CONDITIONS andlor persons.Contractar acknowledges and agrees that,as beiween parties to the � � ■ Contractor shall comply with applicable Federal and State provisions of the Labor Code and contract,the contractor is solely responsible for the results of any lack of or improper � � Fair Employment Practices. maintenance. N � � U � W � L5. � o W � � a o rn a CLEARING and GRUBBING G. UNSUITABLE MATERIALS ■ Paving asphalt shall be steam-refined,produced from crude asphaltic petroleum or a mixture D. REINFORCEMENT A. GENERAL ■ Unsuitable materials as determined by the Owner shall be removed from the project site. C��`�,�i�p,h��r,�{��I��t�.�P�ip,c�.�phalt shall be homogeneous and ■ Reinforcement shall conform to the dimensions and details shown on the drawings antl shall �te a d`r si u s b� i e tlfi�a d�s4i�l�tion of coal,coal tar or paraffin Arrangements for disposal of the material at off-site locations shall be made with the be cleaned thoroughly of all rust,mill scale,mortar,oil,dirt,or coating of any character which ■Contractor shall provide all labor,materials,and equipment for clearing and grubbing ,� P p g g p City'sl0wner's written consent of the property upon which such material will be tlisposed. � �la n n i n��IV I S i 0 n—�u�e rt i no would be likely to destroy or impair its proper bonding with the concrete. LANDSCAPE ARCHITECTURE o erations erformed in advance of radin o erations. ggregates s I e clean and free ron decomposed or organic materials,and other ■ Reinforcing steel,where indicated on the drawings,shall be Grade 40 or Grade 60 billet steel, 1570 Oakland Road.San Jose.CA.95131 ■C learing an d gru b bing s ha l l consis t o f removing a l l na tura l an d ar ti ficia l o bjec tiona b le �UP E R 7 I N� d e l e t e r i o u s s u b s�r�,R O V E D conforming to ASTM A-615. 4os.4s�z2oo materials within the limits of construction. DRAINAGE ■ Coarse a gregate shall be crushed mineral rock or crushed air-cooled blast furnace slag. WwW.�,mh�ascud�o.�om ■ Wire mesh reinforcement,where indicated on the drawings,shall conform to ASTM A-185. ■Except as indicated on the drawings,materials removed shall not be incorporated in the A. GENERAL C�Se# T�� II be sand,rock dust,mineral filler or a blend of these material.Sand shall project. ■ Contractor shall provide all labor,materials,and equipment to furnish and install drainage consist of,��g��l�.��a�j�f��s�pranular material.Mineral filler shall consist of portland s stems as indicated on the drawin s and as s ecified herein. cement or finely powdered material mechanically produced by the crushing of rock. E. TRANSIT MIXERS ■Depressions caused by the removal of objectionable materials shall be backfilled and y g p ■ Mixing shall be commenced as soon as possible after the cement is placed in contact with compacted with materials equal to the surrounding soil. ■ Contractor shall maintain the project site throughout the progress of the work in a reasonable, Approva I Bo dy:Di recto r/Staff aggregates but in no event shall the intervening time period exceed thirty(30)minutes. dry,workable contlition,free of surface water. PLAC /;� H TIC CONCRETE �pNDSCqpF Approva�Da�te �/V, ��, ,, a„ , . , ■ Mixing and delivery of ready-mixed concrete shall conform to ASTM C-94. ��,a � o�,q�'�ti B. PRESERVATION OF PROPERTY . . ■"Cont a��.,��a�� „��.,�a��,.��a��a,.��a,,,,.,�..a��„��h the details on the drawin s at � �' . ■ Contractor shall be responsible for all cutting and patching of new or existing walks,curbs � g J`" � N O.5 9 5 3� � ■Costs incurred due to re air of re lacement of existin im rovements which are not and avements re uired for ro er installation of draina e s stems. t h f o f a s p h a l ti c c o n c r e t e p av e m e n t.H e a d e r s s h a l l b e"f ou n d a ti o n g r a d e" ■ A dequa te con tro l o f rea dy-mixe d concre te s ha l l provi de for a d di tiona l wa ter to be a d de d an d � p p 9� p p q p p g y Signature �,�,��I��_,_,__r:_ ��__�___�_��___:_:_-�ce upon completion of mixed into the batch at the project site.Amount withheld shall not exceed two and one-half(2 designatetl for removal and which are damaged as a result of construction operations shall � $��w ■ Trench bottom shall be raded and re ared to rovide a firm and uniform bearin surface improvements.Case Mai�ager 1/2)gallons of water er cubic ard of mix. . �"�. , be the responsibility of the Contractor. 9 P P p 9 p Y throughout entire length of pipe. ■ At the time of deliver to the pro'ect site,the temperature of the mixture shall not be Iower sr °°" ��' ■Replacements shall be at least equal to the conditions when Contractor entered upon the ■ In order to make an necessar ad'ustments,connections that are to be made to an existin than 260°F or hi her than 320°F. ■ The total elapsed time between the addition of water at the batch plant and discharging at qlF OF�A��F�� work,and shall match them in finish and dimension.Plant material shall be re laced with the y y � g g project site shall not exceed ninety(90)minutes. p pipe,catch basin or other appurtenances shall be exposed and inspected before laying new ■ Asphaltic concrete shall not be placed when the atmospheric temperature is below 40°F or same species,size,and in the original location(unless otherwise designated), pipe, during unsuitable weather. F. PLACWG CONCRETE Z C. REMOVAL and DISPOSAL OF MATERIAL ■ Asphaltic concrete shall be evenly spread upon the subbase to such a depth that,after ■ Install embedded items accurately in their proper locations,secured against displacement, CARING HOUSE � ■All materials removed shall be disposed of off-site.Burning shall not be permitted.No B• HORIZONTAL SUBDRAINS rolling,it will be of the specified cross-section and grade of the course as shown on the prior to placing concrete. �= accumulation of flammable material shall remain on or adjacent to the project site. ■ Catch basins shall be as indicated and installed as detailed on the drawings, drawings and specified herein. ■ Concrete shall be placed on native grade,certified compacted subgrade,or subbase M I N ISTRI ES �� ■ Depositin distributin and spreadin shall be accomplished in a sin le,continuous material,free of all loose and extraneous material,sufficiently dampened to ensure that no Z W ■ Abandoned pipes shall be capped or plugged. ■ Pipe shall be as indicated on the drawings and laid and jointed in accordance with generally g' g g g moisture will be absorbed from the fresh concrete. o Z accepted practice and to line and grade as designated on the drawings,with ends of pipe operation by means of a self-propelled,mechanical spreading and finishing machine �o equipped with a screed or strike-off assembly capable of being accurately regulated and ■ Concrete shall be distributed uniformly and thoroughly vibrated in a manner that will encase o placed flush with the inside face of the catch basin. �� D. FUEL MODIFICATIONS ZONES adjusted to distribute a layer of asphaltic concrete to a definite pre-determined thickness, the reinforcement,fill the forms and bring the surface true to grade and cross-section. �o ■ Interior of pipe shall be thoroughly cleaned of all foreign matter prior to,during,and after w ■Fuel modification zones shall be as indicated on the drawings and as defined by the ■ Asphaltic concrete shall be thoroughly compacted by rolling. ■ Equipment used shall not have any aluminum components coming into direct contact with the m w installation in the trench. �Z a licable urisdictional Fire Marshall servin the ro�ect area,includin but not limited to, concrete. °� pp � g p � g ■ Invert of curb drains shall be located a minimum of one inch 1"above the utter flow line. ■ The completed surface shall be smooth,free from ruts,humps,depressions or irregularities. Z� removal of all natural and artificial objectionable materials to soil line within the designated � � g Any ridges,indentations or other objectionable marks shall be eliminated. Q Z distance from manufactured pads. Drain pipe shall have a minimum clearance of two inches(2")from top of curb and terminate G. FINISHING �w at least one inch(1")back of curb face. o° ■Contractor shall not commence work until a meeting,arranged forty-eight(48)hours prior to E. REPAIR AND REPLACEMENT ■ Concrete surfaces shall be floated prior to steel troweling.Formed edges shall be rounded to Z= the meeting date,has been held with the Owner,Landscape Architect,and applicable a radius of one-half inch(1/2").Edges at expansion joints shall be rounded to a radius of Z� C. BACKFILL ■ Costs incurred due to repair or replacement of defective or damaged work shall be the one-ei hth inch 118" o� jurisdictional Fire Marshall to review designated areas and define objectionable materials. responsibility of the Contractor. g � �� J LL ■ Backfill material shall be free from large clods,stones,and other objectionable materials, ■ Concrete finishes shall be as indicated on the drawings and specified herein. Q� ■On-site dumping and/or spreading of plant material shall not be permitted in"native"areas, exceeding three inches(3")in diameter. ■ No advertising impressions,stamp or mark of any description will be permitted on surface of Q Q CHAINLINK FENCING concrete. �'~ EARTHWORKIFINE GRADING NON-VEGETATIVE SITE MATERIALS A. GENERAL ■ Concrete shall not be covered with plastic sheeting. F J Z m W¢ ■ Contractor shall provide all labor,materials and equipment to furnish and assemble chainlink W� A. GENERAL A. GENERAL ■ Broom finish,where indicated on the drawings,shall be performed after finish troweling by �o fencing as indicated on the drawings and specified herein. drawing the following broom types across the narrowest width of the concrete or in the �; ■Contractor shall provide all labor,materials and equipment to perform all earthwork ■ Contractor shall provide all labor,materials and equipment for furnishing,spreading and �� operations as indicated on the drawings and specified herein. compacting subbase materials as indicated on the drawings and as specified herein. direction as indicated on the drawings. B. MATERIALS ■ F i n e B r o o m-P u s h w i t h f i n e o r s o f t t e x t u r e d b r i s t l e s. Q =W ■It is the intent of the drawings that the grading be a balanced cut and fill operation.If,during ■ Contractor shall be responsible for establishing subgrade,providing drainage,and performing ■ All materials and fittings shall be new,commercial quality steel and galvanized.Minimum ■ Medium Broom-Push with medium or medium stiff bristles. ~" grading operations an excess or deficiency of earth becomes apparent,Contractor shall weed abatement operations prior to placement of subbase materials. weight of coatings shall conform to ASTM A-120 for standard pipe,ASTM A-392 for chainlink ■ Heavy Broom-Push with coarse or stiff bristles. Q �o fabric and ASTM A-153 for fittings and hardware. � w� immediately notify the Owner or Landscape Architect. ■ Subbase materials shall be spread with a sufficient moisture content to obtain a relative ■ Rock salt finish,where indicated on the drawings,shall be performed by applying rock salt O o� ■ Posts and rails shall be Schedule 40,sized as noted in the details on the drawings.Posts a� c o m p a c t i o n o f n o t l e s s t h a n n i n e t y p e r c e n t(9 0%).M o i s t u r e c o n t e n t s h a l l b e u n i f o r m l y e v e n l y o v e r e n t i r e s u rf a c e j u s t p r i o r t o t h e f i n i s h t r o w e l i n g.P r e s s s a l t c r y s t a l s i n t o t h e s u r f a c e Z ■The Contractor shall provide all lines and grades necessary to properly carry on the work. shall be fitted with rainproof tops. � � a° Any work which is not found to comply with the lines and grades shown on the drawings shall distributed throughout the material. with sufficient trowel pressure so that salt is embedded just barely below surface leaving the Z� ■ Chainlink fabric shall be zinc-coated,9-gauge,woven into two inch(2")mesh with knuckled tops of the crystals exposed.Cure finished surface in accordance with generally accepted � �� be altered or removed and replaced by,and at the expense of,the Contractor. ■ Material shall be of such nature that it can be compacted readily under watering and rolling to finish top and bottom edges. practice. O � form a firm,stable base that is spread in one(1)operation,free from pockets of large or fine ■ Horizontal tension wires shall be 7-gauge coil spring steel of good commercial quality and a� ■All bench marks,monuments and other reference points shall remain undisturbed. material. galvanized in accordance with ■ Colored concrete,where indicated on the drawings,shall be colored with the proper o� ASTM A-116,Coating Class 3. proportion of Chromix Admixture,as manufactured by L.M.Scofield Company,Los Angeles, � � W� B. PROTECTION OF PROPERTY B. WEED ABATEMENT AND SOIL TREATMENT . Truss rods shall be three-eighths inch(3/8")diameter steel California.Surfaces shall be finished uniformly with the specified finish or texture and cured a w rod with turnbuckle or truss ti htener fabricated of commercial ualit steel or malleable iron. with Lithochrome Colorwax(or Colorcure Concrete Sealer)in the matching color.All � Q �W ■Costs incurred due to re air or re lacement of existin im rovements which are not ■ Contractor shall apply,in areas to be installed with subbase materials,a selective g Q y batchin Z� p p g p pre-emergent,surface-applied herbicide.Rates and application method shall be as g,placing finishing and curing shall be in accordance with Scofield's Technical Data � �,L � designated for removal and which are damaged as a result of construction operations shall Bulletins. 3� recommended by manufacturer. C. INSTALLATION W J Z� be the responsibility of the Contractor. ■ Retardant finish,where intlicated on the drawings,shall be"exposed"using Lithochrome � Z ■ Visible weeds shall be sprayed with a non-selective,post-emergent herbicide.Application ■ Posts shall be set in concrete footings conforming to the details shown on the drawings and Concrete Surface Retarder by L.M.Scofield Company and applied in accordance with � a � w� method shall be as recommended b manufacturer. in accordance with the requirements as specified in the Concrete Paving and Walls Section. Scofield's Application Instructions D-203. C. GRADING OPERATIONS y &Z Posts shall be spaced at a maximum of ten foot(10')intervals,measured from center to � � ^ �° ■Finished surfaces in all cases shall conform to the lines,grades,cross sections and ■ Contractor shall apply spray chemicals when air currents are still,preventing drifting onto center of posts. ■ Stamped concrete,where indicated on the drawings,shall be performed by applying special � Q LL o dimensions indicated on the drawings. adjoining property and preventing any toxic exposure to persons whether or not they are in, forming tools while concrete is still in the plastic stage of set.Desired pattern shall be as > Z Z� ■F i n i s h g r a d e s s h a l l b e w e l l c o m p a c t e d,r e a s o n a b l y s m o o t h,i n s u r i n g p o s i t i v e d r a i n a g e,f r e e o f or near,the pro ject. ■ Steel truss rod and suitable tightening device shall extend from the nearest line post to the i n d i c a t e d o n t h e d r a w i n g s.C o n t r a c t o r s h a l l b e l i c e n s e d,t o o l e d,a n d t r a i n e d b y B o m a n i t e � °J abrupt grade changes,irregularities,water pockets or discontinuities in surface level.Grades bottom of the end or corner post. Corporation,or approved equal. � � Fo shall flow away from structures and in accortlance with local jurisdictional requirements. ■ Fabric shall be stretched taut and securely fastened on the outward facing side of the posts, � � � �J C. A G G R E G A T E S U B B A S E M A T E R I A L installed so that the to ed e ro ects over the rail and extends to within two inches 2"of ■ Ex osetl a re ate,where indicated on the drawin s,shall be'ex osed'usin lithochrome Z Q p 9 p J � ) P 99 9 9 P 9 � W o� ■Finish grade adjacent to paved areas,curbs,valve boxes and similar features shall be one ■ Aggregate subbase material shall be as specifietl in the project geotechnical report OR finish grade or finished surface. concrete surface retarder by L.M.Scofieltl company and applied in accordance with � � a o� inch(1")below the finished surface for turf areas,and two inches(2")below the finished c on si st of cr u sh e d r o ck an d ro ck d u st,unif orml y gr a d e d with nin et y p er c ent(9 0%)p a s sin g S c o f i e l d's a p p l i c a t i o n i n s t r u c t i o n s D-2 0 3. �m surface for round cover areas. ■ Fabric shall be fastened to end and corner posts with a high carbon steel tension bar,and = �Q 9 three-quarter inch(3/4")sieve size and fifty percent(50%)to eighty percent(80%)passing N �J three-eighths inch(3/8")sieve size,free from vegetable matter and other deleterious material. 12-gauge bands at intervals of sixteen inches(16"),and to line posts,top rail and bottom ■ Sandblasted Finish,where indicated on the drawings,shall be performed after finish Z V °Q ■No gra ding s ha l l be done w hen t he mois ture con ten t o f t he soi l is so grea t t ha t excessive tension wire with 9-gauge tie wires at intervals o f twenty-four inches(24"). troweling by lightly blowing the surface granules with an air-pressure hose and fine grain � �Z compaction will occur,nor when it is so dry that dust will form in the air or that clods will not ■ Material shall be of such nature that it can be compacted readily under watering and rolling to silicon sand.Contractor shall do a test sample for approval prior to completing entire area to � � Z Z break readily. form a firm,stable base that is spread in one(1)operation,free from pockets of large fine be sandblasted. � Z� ■Gradin g shall be com pleted prior to weed abatement o perations and soil pre paration. material. CONCRETE H. J O I N T S o� A. GENERAL � � �� D. S A N D S U B B A S E M A T E R I A L ■ Expansion join ts s ha l l be as in dica te d on t he drawings an d a t corners,ra dius poin ts an d a t N o� D. EXCAVATION ■ Contractor shall provide all labor,materials and equipment to construct concrete items as regular intervals not to exceed ten feet(10')on center.Set premolded expansion joint strip A� F= . ■ Sand utilized for subbase material shall be as specified in the project geotechnical report OR indicated on the drawings and specified herein. below finishetl surface,temporarily securetl to top of expansion strip or use a removable �� Excavations shall be to the dimensions and elevations indicated on the drawings,of sufficient consist of natural or manufactured granular material free of clay,deleterious amounts of o= width to provide clearances for setting of forms and inspection of the various classifications of organic material broken glass,cans or other substances not suitable for the purposes ■ Concrete shall consist of portland cement,fine aggregate(sand),coarse aggregate and plastic filler strip.Expansion joints shall be sealed with a polysulfide water-proof caulking. �Z work. intended. water,proportioned and mixed to attain a twenty-eight(28)day compressive strength of at °� least 2,500 pounds per square inch with a slump not to exceed three inches(3").Concrete ■ Scored control joints shall be tooled to a minimum depth of three-quarters inch(3/4")and a J� ■Concrete for footings shall be placed against native grade or certified compacted subgrade E. SAND FOR SURFACE AREAS shall not contain reactive a g gre gate or calcium chloride. radius of one-eighths inch(1/8")at five foot(5')intervals. m o which has been thoroughly wetted. ■ Sand for surface areas shall consist of natural or manufactured granular material free of clay, ■ Saw cut oints,where s ecified shall be as indicated on the drawin s or at intervals not to Z= deleterious amounts of or anic material,broken lass,cans or other substances not suitable ■ In addition to complying with all pertinent codes and regulations of local governing agencies, 1 P 9 °o ■Bottom of excavations shall be level,free from loose material,and free from standing water. g g Contractor shall comply with all pertinent recommendations contained in"Recommended exceed ten feet(10')on center,and shall be cut to a minimum depth of one inch(1")and a w o for the purposes intended.Washed concrete sand shall be thoroughly and uniformly washed, width not to exceed one-uarter inch 1/4". WZ Plaster sand is unacceptable for play areas. Practice for Concrete Formwork",publication#347-78 of the American Concrete Institute. Q � � a; E. COMPACTED FILL I. CURING �LL F. DECOMPOSED GRANITE o z B. MATERIALS o� ■Fill material shall be composed of satisfactory excavated material or approved imported soil ■ Curing compound shall form an impervious membrane and shall be a blend of pure waxes Z o ■ Decomposed granite shall be the product of crushing rock or gravel,clean,hard,sound, � Q Z and shall be evenly spread in uniform continuous horizontal layers not more than six inches Cement shall be Type II low alkali portland cement conforming to ASTM C-150.Cement shall and alkali-resistant pigments in a solvent emulsion,manufactured by L.M.Scofield,or �o (6")deep of uncompacted thickness. durable,uniform in quality,and free of any detrimental quantity of soft,friable,thin,elongated be of the same brand and type used throughout the project. a roved e ual. °W or laminated pieces,disintegrated material,organic matter,oil,or other deleterious Sp a in of�curin com ound shall commence as soon as free water leaves the surface but w W substances.Color shall be as indicated on the drawin s or selected b Landsca e Architect. ■ Sand shall consist of natural or manufactured granular material,free of deleterious amounts ' P Y 9 9 p �� ■Each uncom acted la er shall be moistened or aerated as necessar to obtain an even 9 Y P �� p y o y of organic material,mica,loam,clay,and other substances not suitable for portland cement no later than three(3)hours following placement of concrete. Q= moisture distribution within three percent(3/o}of optimum moisture content. ■ Geotextile fabric,if applicable,shall be TenCrate Mirifi Type N-Series,nonwoven concrete.Sand shall be thorou hl and uniforml washed. �� polypropylene geotextile fabric or equal. g y y ELECTRICAL a 10.07.16 PLANNING SUBMITTAL �° ■Each lift and the upper six inches(6")of native soil shall be compacted to at least eighty five ■ Coarse aggregate shall be composed of gravel or a blended mixture of crushed rock and A. ELECTRICAL _� percent(85%)of maximum density obtainable in areas designated for planting and at least TEMPORARY ASPHALTIC CONCRETE PAVING gravel containing no more than fifty(50)percent of crushed rock particles having all faces =o ninety percent(90%)maximum density obtainable in areas designated to receive pavement, A. GENERAL fractured and not less than twenty-five percent(25%)of gravel.Aggregates shall not exceed ■ Contractor shall provide all labor,materials,and equipment to furnish and install all electrical �W structures and site amenities in accordance with ASTM D-1557. hookups and fixtures for an operable electrical system as indicated on the drawings and W= ■ Contractor shall provide all labor,materials and equipment for furnishing,spreading, a diameter of one and one-half inches(1 1/2").Blending shall produce a uniform,consistent specified herein. �¢ compacting and finishing asphaltic concrete paving as indicated on the drawings and percentage of each.Rock products shall be clean,hard,sound,durable,uniform in quality �� and free of an detrimental uantit of soft,friable,thin,elon ated or laminated ieces, ■ Contractor shall apply and pay for all permits,inspections and examinations,antl shall F. BACKFILL specified herein. y p y g p °Q ■ Prior to placement of asphaltic concrete,Contractor shall be responsible for establishing tlisintegrated material,organic matter,oil,alkali,or other deleterious substances. include same in bid. ■Excavated material,approved for backfilling,shall be free from large clods,stones and other No DATE DESCRIPTION �� subgrade and providing drainage in accordance with the Earthwork Section,and performing ■ Equipment and materials shall be new,complying with the requirements of the governing Z� objectionable materials,exceeding three inches(3")in diameter,and deposited in ■ Water shall not contain deleterious substances or any amount of impurities that will cause a 0 o weed abatement operations as specified herein. code,serving utility,Institute of Electrical and Electronics Engineer,Natianal Electrical PROJECT NO: 4888.00 �_ � accordance with the requirements for compacted fill as specified herein. change in the time of setting.The amount of water used in the mixture shall not exceed the amount necessa to ermit material lacement and consolidation. Manufacturers Association,and be approved and identified by the Underwriter's Laboratory� CA��WG FILE: 4888DOSCC.DWG M ■Trenches that settle below grade shall be reopened to a depth required for proper ■ Surface of finished asphaltic concrete at any point shall not vary more than two �' p p Inc.(U.L.). one-hundredths foot(.02')from grade specified on drawings, oEs�cNeo Bv: �o � compaction,refilled and compacted to indicated surface elevation. C. FORMS ■ Materials and workmanship shall conform to the requirements of the latest edition of the DRAWN BY: KC � ■Compaction of backfill by ponding and jetting will not be permitted. B• WEED ABATEMENT AND SOIL TREATMENT ■ Forms shall be free of warp,set plumb and true to line and grade with upper edges flush with National Electrical Code,National Life Safety Code,California Administrative Code,Title 8, CHECKED BY: JD � ■ Contractor shall a I an a roved selective re-emer ent,surface-a lied herbicide.Rates specified rade or finished surface of the constructed im rovement,and not more than Subchapter 5,Electrical Safety Orders,Rules for Overhead Electrical Line Construction, pp y pp p g pp g p General Order No.95 of the Public Utilities Commission,Standards of the American Societ DATE: 09.01.2016 „ and application method shall be as recommended by the manufacturer. one-half inch(1/2")less in depth than the specified thickness of the edge of the concrete to y SCALE: AS SHOWN 3 G. UNSUITABLE MATERIALS be placed. for Testing and Materials,American National Standards Institute,and applicable local � ■ Visible weeds shall be sprayed with an approved non-selective,post-emergent herbicide. ordinances. p""'" �, ■Unsuitable materials as determined by the Owner shall be removed from the project site. Rates and application method shall be as recommended by the manufacturer. ■ Wooden forms shall have a net thickness of at least one and one-half inches(1 1/2")and � Arrangements for disposal of the material at off-site locations shall be made with the shall be free of imperfections which would impair the strength for the use intended.Forms B. INTENT OF DRAWINGS AND SPECIFICATIONS � Cit s/Owner's written consent of the ro ert u on which such material will be dis osed. ■ Contractor shall apply spray chemicals when air currents are still,preventing drifting onto shall be secured b nailin to side stakes of sufficient len th and cross-sectional area to The drawin s and s ecifications are dia rammatic onl and are intended to cover a com lete � Y' p P Y p P Y g g ■ 9 P 9 Y P o adjoining property and preventing any toxic exposure to persons whether or not they are in, adequately resist lateral displacement during placement of concrete.Forms shall be clean installation.The omission of expressed reference to any item of labor or material for the CONSTRU CTION � or near,the praject. and shall receive a coat of light oil immediately prior to placing concrete.Benders or thin proper execution of the work in accordance with present practice of the trade shall not relieve � DRAINAGE plank forms may be used on curves. the Contractor from providing such labor and materials. SPECIFICATIONS a A. GENERAL C. MATERIALS Q ■ Metal forms shall have sufficient rigidity to resist springing during placement of concrete. % ■Contractor shall provide all labor,materials,and equipment to furnish and install drainage ■ Asphaltic concrete shall be the product of mixing coarse and fine aggregate with paving Forms shall be secured by means of inetal stakes designed so as to be driven below the top ■ If there are omissions or conflicts between the drawings and specifications or applicable � � systems as indicated on the drawings and as specified herein. asphalt at a central mixing plant until all aggregate particles are uniformly coated. of the forms through openings,locking them into position. codes,Contractor shall notify the Owner in writing prior to submitting bid. � � � � ■ Asphaltic concrete shall by Type 1,Class B,viscosity grade AR-4000. � � � U � W � L5. � o W � � a p rn a ■ Brick shall be whole,sound,hard burnetl,give a clear ringing sountl when struck together,antl be uniform in quality.Brick shall be ■ Where ractical,treated wood shall be cut to final size and trimmed rior to treatment.If site sawin or drillin is necessar,cut C. SHOP DRAWINGS AND MATERIAL LIST clean and free of dust or other forei n materials.Net size,color and texture of units shall be as shown on the drawin p p g g y ■ Anchor bolts,where applicable,shall be carefully installed to permit true positioning of the bearing assemblies. g g' CO Cl'1�ta� �F"�C�t°�@I�k-,�I��r�c�th t[��(��s�qf�'��s�me kind of preseroative in conformance with AWPA Specificafion ■ Contracfor shall submit,within fifteen(15�calendar days after award of contracf and prior to installation,the shop drawings M-4. and material list to the City,Catalog cuts and full descriptive literature must be submitted whenever the use of items differ ■ Stone shall be uniform in quality,clean and free of tlusf or other foreign maferials. �PI n� r �� ■ Framing anchors,where applicable,shall be sixteen(16)gauge,zino-coated,corrosion resistant sheet steel. LANDSCAPE ARCHITECTURE from those specified. Pb�i�ii�l��ts`�I��I�a�r��ke em�ec��n��I� oncrete shall be brushed before installation with two(2)coats of coal far y ��p p � �p bitumen,or apprc�e��I��a�ipns shall extend a minimum of one inch(1")above finish grade or surface.Spraying will not be 1570 Oakland Road.San Jose.CA.95131 ■ Mortar used in masonr construction shall be one 1 art orfland cement to two and one-half 2112 arts of sand,°,�IWfR�7R71 N O �� L U 4os.4s�z2oo D. RIGID CONDUIT one-quarter(1/4)to one-half(112)part hydratetl lime or lime putfy has been atlded.Color shall be as indicafed on the tlrawings or permifted. F. GALVANIZING www.hmhlastudio.com ■ Conduit and contluit fittin s shall be alvanizetl,conformin to standards of ri id steel conduit as s ecifietl b Underwriter's as selected by Landscape Architect. C�Se# TR-2016-45 9 9 9 9 P Y ■ Galvanizing shall be performed after fabrication and prior to assembling component parts. Laboratory Inc.,and shall bear the U.L.label on each length.Interior of conduit shall be zinc or enamel.Rigid conduit shall p W��,��i�q�Number(s) be of fhe size as indicated on khe drawings and used when installed in or under wncrete or roadways,in masonry walls,or ■ Grout for use in spaces less than two inches(2")clear in dimension shall be one(1)part portland cement and two antl ■ Zinc usetl for galvanizing shall be gratle Prime Western conforming to ASTM B-6.Materials shall be galvanizetl by the exposed on buildings.No reducing fittings will be permitted. one-quarter(2114)to three(3)parts sand.For spaces four inches(4")or larger add one antl one-quarter(1 114)to two 2)parts ■ Framin shall be true antl exact.All lumber shall be cut antl frametl to a close fit and shall have even bearing over the entire hot-dip method or electrodepositing process. ofagqregate. �ppl"OV�I BOG��ia��f��fi�irp�n�ii�r{c{tbepermitted. ■ Galvanized surfaces that are abraded or damaged after zinc coating application shall be thoroughly strippetl and cleaned NDSCqp ■ The ends of the conduits shall be free of burrs and rough edges. a�,P F q ■ Water shall be free of any amount of impurities that will cause change in the time of setting of portland cement.QuantirA�,p+�ova I D�tembe��v��ll7iailed or bolted together as intlicated on the drawings.Nails shall not be driven closer together than one-half and repaired by a coating of"galvalloy",or approved equal.Finish coat to match existing finish. ��, �N o�,�'�ti/ ■ Maximum bend of any conduit shall be 90o and the minimum radius of a factory bend shall be twelve inches(12"). shall be the minimum requiretl to protluce a mixture sufficiently workable for the purpose intentletl. (1/2)their length.Care shall be taken to avoid hammer marks,moons,or saw cuts. J`� '�NO.5953� � Signature Erick Serrano -� Sb��. G. WROUGHT IRON OR TUBULAR STEEL FENCING 3n,ne ■ All threads shall be treated with a roved'oint com ound before fittin s are laced thereon. ■ Cement shall be Type II low alkali portland cement conforming to ASTM C-150.Cemenf shall be of the same brand antl type used C s e Ma i a er. � ��, � pp � p g p ■ Lumber shall be s�ored neat�y�piles on skids in such manner that they may be readily inspected,and shall be throughout the project. handled in a manner that will avoitl injury or breakage. ■ Material shall be manufactured from coil steel having a minimum yield strength of 50,000 psi.Steel shall be galvanized to ,rr °°'• ��' ■ Ends of rigid steel conduif shall be properly coupled.Running fhreads,threadless connectors or fhreadless couplings will not ■ Sand shall consist of natural or manufactured granular material,free of deleterious amounts of organic material,mica,loam or clay, meet the requirements of ASTM A-526 with a minimum zinc coating weight of nine-tenths(.90)ounces per square foot qlF OF CA`�FO�� be permittetl. conforming to ASTM G-404 for grout and ASTM C-144 for mortar.Sand shall be thoroughly and uniformly washed. hot�lip process. ■ Ri itl conduit in contacf wifh earth shall be wra etl with Hunts Wra Process#3,or a roved e ual. E. ABOVE GRADE WATERPROOFING FOR PLYWOOD DECKS ■ Contractor shall submit detail sho drawin s intlicatin makerial thickness,t e rade,and class,dimension,construction 9 pP p pP q P 9 9 Yp 9 �, ■ Plywood deck surfaces shall be protected with a cementitious coating,Multicoat KRETE KOTE,as manufacturetl by Multicoat tletails,and other pertinent tlata for review and approval by engineer prior to fabrication.drawings shall inclutle catalog cuts, Y ■ Coarse aggregate shall be composed of gravel or a blended mixture of crushed rock and gravel.Rock products shall be clean,hartl, Corporation or an approved equal. erection details,manufacturer's descriptive tlata and installation instructions and templates. (�,ARI NG H O US E �� E. FLEXIBLE METAL CONDUIT sound,durable,uniform in quality and free of any detrimental quantity of soft,friable,thin,elongated or laminated pieces, ■ Deliver materials in manufacturer's original unopened containers. Q= disintegrated material,organic matter,oil,alkali or other deleterious substance. M I N I ST RI ES �� ■ Flexible metal conduit,where indicated on the drawings,shall be liquid-tight with U,L,label and may be usetl where permitted ■ Contractor shall verify al measurements and shall take all field measurements necessary before fabrication.Exposed �� ■ Rates and application methotl shall be as recommended by the manufacturer. o W by code.Fittings shall be"jake"and"squeeze"type.Seal-tight flexible conduit shall be used for all final connections. fastenings shall be compatible materials,shall generally batch in color and finish,and shall harmonize with the material to °o ■ Reinforcing steel shall be Grade 40 or Grade 60 billet steel conforming to ASTM A-615,Varying grades shall not be used which fastenings are applied.Materials and parts necessary to complete each item,even though such work is not definitely �� interchangeably in any one wall. shown or specified,shall be included.Poor matching of holes for fasteners shall be cause for rejection.Fastenings shall be �LL F. PVC CONDUIT PAINTING and STAINING concealed where practical.Thickness of inetal antl details of assembley and supports shall provitle strength antl stiffness. m� C. INSTALLATION A. GENERAL Joints exposed to weather shall be formed to exclude water. o W ■ PVC Schedule 40 conduit,where indicated on the drawings or permitted by code,may be used in lieu of rigid steel conduit Z�' for conduits below grade.Install a code sized insulated(green)copper conductor ground wire in conduit for continuify of ■ Contractor shall provide all labor,material,tools,equipment antl incidentals for sanding,priming,painting and staining of Z� ■ All work shall be performed in compliance with applicable local building ordinances and Uniform Builtling Code and Masonry Design }Z equipment ground.Conduits shall be separated by a minimum of three inches(3")between identical systems and twelve improvements as indicated on fhe drawings and specified herein. 0 o inches(12")between power or telephone systems.All elbows antl risers shall be rigitl galvanizetl steel,wrapped with Hunts Manual. ■ Anchorage shall be provided where necessary for fastening miscellaneous metal items securely in place.Anchorage not Wrap Process#3,or approved equal. ■ Contractor shall be responsible for the location,alignment,layout,dimensions and application of paint and stains. otherwise specified or indicated shall include slotted inserts made to engage with the anchor,expansion shields,and Z= ■ All walls shall be laid true,level,and plumb,and unless otherwise indicated on the drawings.Brick and concrete block shall be laid power-driven fasteners when approved for concrete,toggle bolts and through bolts for masonry,machine and carriage bolts o� in a running bond pattern. ■ Costs incurred for repair or replacement of defective or damaged work,rejected materials or workmanship shall be the responsibility for steel,and lag bolts and screws for wood. aZ ■ Brick and stone shall be clean,wetted immediately before laying and shall be laid on a full mortar bed with"push joints". of the Contractor. a� G. CONDUCTORS �� ■ Copper wire shall conform to the applicable portions of ASTM B-3 and B-8.Wire sizes shall be based on American ■ Concrete block which becomes wef shall be permitted to dry before commencing work. B. MATERIALS W Q Wire Gauge(AWG). ■ Paints and sfains shall be of colors and fints as indicatetl on the drawings,antl shall be applietl in accordance with the �� ■ Mortar joints for brick and concrete block shall be straight,clean,uniform in thickness of not less than three-eighths of an inch(3/8"), manufacturer's recommendations and these specifications.Contractor shall submit color samples to the City for approval before �° ■ Conducfor shall be solid copper,minimum#12 AWG,unless specifically noked otherwise on drawings.Conductors tooled to produce a slightly concave surface,and well bonded at edges. a I in an aint materials. �a #8 AWG and larger shall be stranded copper wire.Type of wire shall be as follows: ■Pap t s all bep omogeneous,free of contaminants and of a consistency suitable for use in fhe capacity for which if is specified. �X ■ Mortar joints for stone shall be toaled to produce a slightly concave surface,and well-bonded to stone at edges. Finished paint shall be well ground and the pigment shall be properly dispersed in the vehicle according to the requirements of the Q $W paint.The dispersion shall be of such nature that the pigmenf does not settle appreciably,tloes nat cake or thicken in the container � �� Type THWN,600 volt insulation shall be usetl for wet or damp locafions. >' or become granular or curdled.Paints shall possess properties which in all respects effect satisfactory application,adhesion and � a& T y p e T H H N,6 0 0 v o l t i n s u l a t i o n s h a l l b e u s e d f o r d r y l o c a t i o n s. ■ Contractor shall provitle expansion joints at corners and at thirty feet(30')on center or as required by local code. curin g.Thinnin g will not be permitted. O o Z ■ All bolts and anchors to be inserted in the wall shall be solidly grouted in place, ■ Paint shall be delivered to the project site in new,unopened,round,airtight containers,appropriately identifietl with the � � Q o ■ Low voltage controller conductors for the irrigation system shall be Type UF,sized in accordance wifh the confroller Z� equipment manufacturer's recommentlation and shall be U,L.approved for direct burial installation as specified in the m a n u f a c t u r e r's n a m e,d a t e o f m a n u f a c t u r e,t y p e o f m a t e r i a l a n d l o t o r b a t c h n u m b e r. � 0 ■ Contractor shall provide weep holes in first or secontl layer of brick as indicated in details on tlrawings or as requiretl. O � �� Irrigation System Section herein. a° C. WORKMANSHIP AND PROTECTION ¢Z ■ Connecfor aid,Burndy Pentrox A.,NO-OX-ID,Gratle"A",or approved equal,shall be used for all terminations and °� connections. D. REINFORCEMENT ■ Paint shall be applietl on thoroughly dry surfaces antl during periotls of favorable weather. � ? Q> � I�L w ■ Reinforcement shall be placetl as indicated on the drawings and as required by building codes. ■ Surfaces being covered shall be free from moisture,dust,grease or other deleterious substance which would prevent bonding. O �,W H. PULL BOXES ■ Horizontal steel for concrete block walls shall be laid in a course of bond beam block filled with grout. � �L �F ■ Pull boxes,covers and extensions shall be precast reinforcetl concrete or of a fire-resistant plastic material.Materials shall ■ Painting shall be done in a neat and workmanlike manner,applietl by brush,roller or spray methods.Finished surfaces shall be � J Z� be dense and free of voids or porosity.Extensions shall be of the same material as the pull box,Covers shall be bolt-on, , uniform,free of brush marks,roller stipple texture,runs or skips.Each application of painf shall be thoroughly cured and any skips, For concrete block walls,a vertical dowel shall be provided in the foundation for each vertical bar.Vertical cores containing steel holida s g pp � a Q w o tamper-proof type, shall be filled solid with grout. y,fhin areas or other deficiencies corrected before the succeedin a licafion. � °Z I. JUNCTION BOXES AND OUTLETS � � O =Z ■ Junction boxes and outlets shall be cast aluminum as manufactured b Course-Hinds,T e"FS",or a roved e ual,with E. LAYING PAVERS ■ Contractor shall rotect all ad'acenf im rovements a ainst tlisfi urement as a resulf of aintin o erations. � � Y YP AP q p 1 p 9 9 p 9 p 0 o conduit hubs as required. ■ Spread and screed setting bed to a uniform thickness,except for minor variations required to produce a true surface,level in plane Z o W or uniformly spread for drainage as shown on drawings. � � �� J. PANEL/METER � �� ■ Setfing bed shall be three-quarter inch(3/4")minimum and one and one-quarter inch{1 1/4")maximum. D. PAINTING GALVANIZED SURFACES � � �o ■ P a n e l/m e f e r s h a l l b e p r o v i d e d b y o t h e r s,u n l e s s o t h e r w i s e n o t e d o n f h e d r a w i n g s. Galvanizetl surfaces which are to be ainted shall be re ared b hand-scra in brushin with stiff fiber or wire brushes or cleanin Z Q ■ P p P Y P 9, 9 9 � � o� ■ Apply a thin layer of cement paste�1132"to 1116")by brushing or troweling over setting bed or to bottom of brick.Set and level each with alkaline solution followed by a fresh water rinse.After washing,surfaces shall be roughened by abrasive blasting.Galvanizing a o� K. FIXTURES AND LAMPS brick, s h a l l n o t b e r e m o v e d d u r i n g p r e p a r a t i o n o p e r a t i o n s. _ �¢ ■ Lighting fixtures and lamps shall be as indicated on the drawings,or approved equal. N (� °Q ■ Affer pre paration,a p pl y one(1)coat of zinc tlusf-zinc oxide primer followed b y a vin yl wash pre-freatment � � F. B E L O W G R A D E W A T E R P R O O F I N G and iwo(2)finish enamel paint coats. � � Z} L. INSTALLATION ■ Elastomeric waterproofing membrane shall be Multicoat MULASTICOAT as manufactured by Multicoat Corporation or an approved o� ■ Provide junction or pull boxes for pulling contluctors,where required due to excessive number of bends or on long runs,at equal. � � Z LL intervals not to exceed one-hundred feet(100'), E. PAINTING CONCRETE � ■ Deliver materials in manufacturer's original unopenetl cantainers. o W ■ Bury underground contluit to a tlepth of not less than twenty-four inches(24")below finish grade.Irrigation control wiring ■Prior to painting concrete surfaces,a brush coat or surface film of thin cement mortar shall be applied.When the film has set N °� shall be installed as specified in the Irrigafion System Secfion. ■ R a t e s a n d a p p l i c a t i o n m e t h o d s h a l l b e a s r e c o m m e n d e d b y t h e m a n u f a c t u r e r. su f ficien t ly t he su rface s ha l l be ru b be d by han d or mec hanica l means necessary to remove excess mor tar an tl pro duce a smoo t h � �$ surface of even texture.Finished surfaces shall be washed with water and then with a ten percent(10%)to fifteen percent(15%) m= ■ Provide expansion couplings where conduits cross expansion joints or for continuous runs in excess of one-hundretl feet muriatic acid wash.Concrete surfaces shall be thoroughly dry and free of dust at time of painting. °� (100')except when embetlded in concrete. G. GRAFFITI CONTROL �Q °� ■ Product shall be Graffiti Control as manufactured by Sure Klean or an approved equal. ■Paint for concrete surfaces shall be of either epoxy enamel type or acrylic emulsion type applied in not less than fwo(2)applicafions �Z ■ For runs in excess on one-hundred feet(100')in underground service conduits,install long radius bends(nine(9)times the ;o diameter of conduit). ■ Deliver materials in manufacturer's original unopened containers. producing a uniform appearance, o� ■ Rates and application methotl shall be as recommended by the manufacturer. w o ■ Cut and patch concrete as required for proper installation of electrical work.All patching shall mafch the surrounding work. F. PAINTING WOOD SURFACES WZ ROUGH CARPENTRY ■ Wood surfaces shall be prepared for painting by removing any foreign matter by wire brushing,scraping or sanding.All surfaces �LL ■ Ground all equipment and services in accordance with applicable codes and as indicated on the drawings. A. GENERAL shall be wiped or tlry brushetl fo remove any dust or chalky residue resulting from preparation operafions. Q� ■ Conductors shall be continuous befween outlets orjunction boxes and no splices shall be made except in outlet boxes,pull ■ Contractor shall provide all labor,materials and equipment to construct wooden structures conforming to the ■ Paints,stains,or sealers shall be applied prior to assembling. �o boxes ar handholes. dimensions and details indicated on the drawings and as specified herein. °LL MISCELLANEOUS METAL ?o ■ All joints,splices and taps#10 antl smaller(including fixture pigtails)shall be connected with"Ideal"wing nuts or B. MATERIALS Scotch-Lok Connector Sealin Packs#8,or a roved e ual.No.8 antl lar er shall be connected with solderless connector ■ A. GENERAL �Q 9 pp q 9 Lumber shall be straight,free from large,loose or unsound knots or knot clusters,scars,decay,holes,insect damage,and other a� or 100%electrolytic copper. defects or imperfections that would materially impair the strength or durability.Splits shall be no longer than the butt dimension.No ■ Contractor shall provide all labor,materials,and equipment to furnish antl install miscellaneous metal items as indicated on the _° cracks will be ermittetl.No nails,s ikes,or other metal shall be resent, drawings and as specified herein. 1o.o�.is P�ANNiNG suBMirrA� �� ■ Use only approved cable lubricants when pulling conductors, p P p QZ ■ Install a polyvinyl rope pull wire in all empty conduits, ■ This section does not indude reinforcing steel for concrete and masonry or items required in connection with irrigation or electrical �° ■ Douglas fir,where indicated on the drawings,shall conform in all particulars to the Standartl Gratling Rules for Western Lumber work. M. GUARANTEE published by the Western Wood Protlucts Association. Q= ■ Contractor shall guarantee all materials and equipment for one(1)year from the date of acceptance of the work.Should ■ Cedar,where indicatetl on the drawings,shall conform in all particulars to the Standard Grading Rules for West Coast Lumber. B� WORKMANSHIP o Z any trouble develop wifhin the time specified due to inferior or faulty materials or workmanship,the Contractor shall be ■ Workmanship and finish shall be equal ta the best general practice in steel fabricating shops. �� responsible for costs incurred tlue to repair antl replacement. ■ Retlwood,where indicated on the drawin s,shall conform in all articulars to the Standard S ecifications for Grades of California ■ Portions of work exposed to view shall be finished neatly.All sharp corners and edges that are marred,cut or roughened tluring No DATE DESCRIPTION 0 o Redwood of the Redwood Inspection Service. p p erection shall be slightly rounded. PRo�ecT No: aeea.00 a N. INSPECTION AND TESTS ■ Plywood,where indicatetl on the drawings,shall be manufacturetl and graded in accordance with the rules of the American Plywood C. WELDING CA��WG FILE: 4888DOSCC.DWG M ■ Perform all tests as requested by the Owner. Association and the latest Product Standard for Softwood Plywood,Construction and Industrial,of the National Bureau of Standards. , Welding,weltler qualifications and inspection of welding operations shall conform to the requirements of the American DESIGNED BY: JD `° O. BACKFILLING Each sheet of plywood shall bear the official stamp of a quality control agency stating the grade of the sheet. Welding Society and these specifications. oRnwN sv: Kc 0 � CHECKED BY: JD � ■ Backfill material shall be deposited in accordance with the requirements as specified in the Earthwork Section. ■ Poles,where indicated on the drawings,shall be cut from sound,live,close-grained trees,machine peeled with all branch stubs and ' Field welds shall be cleaned and treated with cold-galvanized compound. onTe: os.o,.20,6 3 overgrown knots trimmed flush with the surface, scn�e: ns sHowN Q MASONRY D. MATERIALS Q HMH � ■ Hardware shall conform to Miscellaneous Metals Section. ■ All materials,prior to fabrications,shall be thoroughly wire brushed and deanetl of all scale and rust.Finished members � A. GENERAL � shall be free from twists,bends or open joints. � ■ Contractor shall provide all labor,materials and equipment to construct masonry structures conforming to the C. TREATMENTS AND PRESERVATIVES ■ Miscellaneous metal items shall conform to the dimensions antl details as intlicated on the drawings.Steel bars,plates and o dimensions and details indicated on the drawings and specified herein. sha es shall conform to ASTM A-36. C�NSTRUCT��N � ■ Type of pressure treatment or preservative shall be as indicated on the drawings and shall conform with the applicable standards p ; contained in the Manual of Recommended Practice of the American Wood Preservers Association.Contractor shall furnish a SPECIFICATIONS a B. MATERIALS Certificafe of Compliance for each load of pressure treafed lumber fo Owner. E. BOLTS,NUTS AND FASTENERS � ■ Hollow load bearing(CMU)masonry units shall be made with sand-gravel aggregate and shall conform to ■ Unless specified otherwise in the details on the drawings,nails and spikes shall be galvanized flat common. � 'g ASTM C-90 for Grade N-1 units,free of cracks or defects.Net size of units shall be shown on the drawings. ■ Where a particular method of pressure treatment is not intlicated on the drawings,the lumber shall be conditioned,seasoned, � � prepared and freated by the empty cell pressure process with pentachlorophenol with six-tenths(0.60)pounds per cubic foot ■ Bolts shall be long enough to extend entirely through fhe nut but nof more than one-quarter inch(1/4")beyond.Unless � � retention.Penetration shall be determined by the pentor check method. otherwise specified on the drawings,bolts,nuts and lag screws shall be galvanized square head.Carriage bolts shall have � � truss heads with square shoulder.Washers shall be over-sized of"cuY'type.Holes shall be either punched full size,drilletl L5.�3 � � full size,or sub-punchetl and reamed. � a o rn a IRRIGATION SYSTEM U. AS-BUILT AND RECORD DRAWINGS A. GENERAL K. ISOLATION VALVES ■ PVC s I �*-� jo�t�l.�CIG�ErkCal��'b�i�r1��,�h�Ci7E1,�11�14tDQ` !�?�'I��'Fl�r��f be ■ Contractor shall maintain and keep up to date one(1)set of bluelines showing the"as-built" � Isolation valves ball shall be as indicated in the Irri ation Le end on the drawin s,or a roved expose: �. -for twenty-fo r(24)hours after solvent-weld joints are completed. Contractor shall provide all labor,materials,and equipment necessary to furnish and install the � � g g g pp p n _ ,-}� location of major features of the project and indicating changes that may occur during installation. q 9 p c�� r s r i �� r a ��s'�rtrlic�� LANDSCAPE ARCHITECTURE e ual.Contractor shall install isolation valves as indicated in the details on the drawin s and in ■ Trench� of o en v rti I�Cc��5�'f�c�� r� te i a d on the ■ Prior to acce irrigation system as indicated on the drawings and as specified herein. • ptance of the work,Contractor shall furnish the Owner with one(1)set of accordance with manufacturer's recommendation, drawi ti•�r ied herein.PVC i e sh I r�`i� rade or certified com acted 1570 Oakland Road.San Jose.CA.95131 � �-��f�'j�� P�P �� (�� p�9 P reproducible transparencies as the Record Set showing the as-built data,of a quality satisfactory 4os.4s�z2oo Coordinate the installation of all irrigation materials u�ith the construction of site amenities and ■ The operating unit shall be line-sized and have any arrow cast in the metal indicating the subgrade,free of rocks or sharp-edged objec,sts'arld��icEd�ufh side to side in the trench to to the Owner.Transfer as-built data in ink(no ball point pen)and eradicate outdated items. allow fo pa SI�and www.hmhlastudio.com planting. direction of opening.Valve shall conform to American Water Works Standards. ��$�� p16-45 ■ Dimension from two(2)permanent points of reference(buildings,monuments,sidewalks,curbs, All work on the irrigation system,including hydrostalic,coverage,and operational tests and the ■ Teflon tape shall be use on a rea o a on rea e o me a joints. pavement)the location of the following items: ■ Isolation valves shall be designed to permit dismantling to replace sealing components without .4pplicaUan um�er(s� backfilling and compaction of trenches shall be performed before planting operations. removal of the valve body from the pipeline. ■ Brass pipe and fittings shall be assembled using Teflon dope,applied to the male threads only. Point of connection to existing water lines. Point of connection to existing electrical power. Drawings are diagrammatic and shall be adjusted a�necessary to conform to actual field ■ Isolation valves shall be installed with operating nuts. A prova I Bo I.r2 Ctor/S�aff Irrigation valves. conditions.Costs incurred due ta any adjustment for coverage,including those requested by the ■ Galvaniz�pipe threads shal cu�with cfean,sharp dies,conforming to American Standards Owner relative to the location of irrigation heads as shown on the drawings shall be the L. QUICK COUPLING VALVES Associ� ��i�;�t�o��pi p�r�c��sfi�l be coated with a non-toxic,non-hardenin g, Routing of irrigation pressure lines(dimensions,maximum 100'along route). ��a�-P�°o�q,pcy responsibility of the Contractor. � non-corro�Je joint compound. �,�,e� ��„ Quick coupling valves shall be as indicated in the Irrigation Legend on the drawings,or approved C } Remote control valves. J NO.5953 � equaL Contractor shall install quick coupler valves as indicated in the details on the drawings ■ Galvan�l��i�lt�a-��.:.^��rr�'I�ir�n�+�uo,�nn nr�rlc ch�ll hc�nrhnrcrl�} Routin of control valves. Sb,��. Point of connection(P.O.C.)and operating pressure�P.S.I.)shall be as indicated on the and in accordance with manufacturer's recommendations,with a molded vinyl or thermoplastic intervals not to exceed ten feet(10'),with#4Cr��r�,+h�itn��e�'hooked radius. g j�� drawings.Contractor shall verify the location and size of water source,PSI,antl electrical supply Quick coupling valves. • ��• . rubber locking yellow cover.Coupler keys and hose ells shall be of the same manufacturer as prior to commencing installation.In case of discrepancy,Contractar shall immediately notify the the valve. ■ Rubber Ring Seal Joint: Other related equipment as requested by the Owner. s'�ql °°" ��•P Owner. F oF�A��F° M. ANTI-DRAIN VALVES 'Use factory-made male end or prepare field-cut male end to exact specifications of factory-made ■ Contractor shall submit As-built/Record Drawings to Owner for review prior to completing ■ Where indicated on the drawings,and as needed for fieltl conditions,anti-drain valves shall be end. Controller Charts. B. QUALITY ASSURANCE ■Carefully clean bell or coupling and insert rubber ring without lubricant.Position ring carefully �' All local and state laws,rules and re ulations over�in or relatin to an ortion of the irri ation as intlicated in the Irrigation Legend on the drawings,or approved equal.Anti-drain valves shall V. CONTROLLER CHARTS Z g g g g y p g be line-sized and installed on the riser directly under the irrigation heads in accordance with according to manufacturers recommendations. (�,ARING HOUSE � system are hereby incorporated into and made a part of these specifications.Hawever,if these o= manufacturer's recommendations. ■Lubricate male end according to manufacturers recommendations and insert male end to ■ Contractor shall provitle iwo(2)controller charts for each controller supplied.The controller �� specifications call for or describe materials,workmanship or construction of a better quality, Q= specified depth.Use hands only when inserting PVC pipe. charts shall show the area controlled and shall M I N ISTRI ES �� higher standard or larger size than is required by the above rules,regulations or requirements, �o N. REMOTE CONTROL VALVES be the maximum size which the controller door will allow.The controller charts shall be a o� these specifications and the drawings shall take precedence. ■ Remote control valves shall be solenoid activated,of the t e manufacturer and size as ■Thrust blocks shall be rovided where necessar to resist s stem ressure on rin tite i e and Z Z YP� p Y y p 9-� p�p photographic print with a different color indicating the area of coverage for each station.When o w In the event any equipment or methods indicated or�the drawings or specified herein conflict with intlicatetl in the Irrigation Legend on the drawings,or approved equal.Contractor shall install fittings.Blocks shall be concrete and the size shall be based on an average soil safe bearing completed and approved,the controller charts shall be hermetically sealed between two(2) �� applicable regulations,Contractor shall immediately notiiy the Owner or Landscape Architect in remote control valves as indicated in the details on the drawings and in accordance with load of 1000 pounds per square foot. pieces of transparent plastic,each being a minimum of twenty(20)mils thick. J o writing prior to installation.In case of discrepancy,Cantractor shall immediately notiiy the manufacturer's recommendations. o W Owner. ■Form thrust blocks in such a manner that concrete comes in contact only with the fittings.Thrust 0. CONTROLLERS AND WIRING blocks shall be between solid soil and the fitting. W. OPERATION AND MAINTENANCE MANUALS o� ■ Controller shall be of the type and manufacturer as indicated in the Irrigation Legend on the ■ Pre are and deliver four 4 individuall bound co ies of the O eration and Maintenance Manual Q W Due to the scale of the drawings,it is not possible taindicate all offsets,fittings,sleeves,and ■ Irrigation lines and control wiring shall be installed under paving in separate PVC Schedule 40 p �) Y P� P , drawings,or approved equal.Contractor shall install controller as indicated in the details on the to the Owner at least ten 10 calendar da s nor to acce tance of the work.The Manual shall �w related other equipment,which may be required.Contractor shall carefully investigate the drawin s and in accordance with manufacturer's recommendations. sleeves.Sleeves shall be installed with the coverage depths as specified herein. { ) Y P� p 0 o structural and finished conditions affecting the work and install a complete irrigation system g include descriptive material of equipment installed and shall be in sufficient detail for Z= within the intent of the drawings and specifications. ■ For traditional wire systems connections between the controller and the remote control valves maintenance personnel to understand,operate and maintain all equipment.Each complete, o� shall be made with direct burial solid copper wire.Control wire shall be#14 AWG,Type U.F., ■ Piping under existing pavement may be installed by jacking,boring or hydraulic driving,except bound manual shall include the following: }� that no hydraulic driving will be permitted under asphaltic concrete pavement.Where cutting or Manufacturer's warranties shall not relieve the Cont�ctor of liability under the provisions for 600 volt.Common wire shall be#12 AWG.Wire shall be PVC insulated of single conductor Q� guarantees. type,underground feeder cable,U.L.approved, breaking of existing pavement is necessary,obtain permission from the Owner before cutting or Index sheets stating Contractor's address and telephone number,list breaking pavement and then make all necessary repairs and replacements to the satisfaction of of equipment with names and addresses of local manufacturers representatives. a¢ ■ For traditional wire systems,as practical,pilot wires shall be a different color for each valve, the Owner,and at no additional cost to the Owner. �� C. MATERIALS LIST Common wires shall be white with a different color stripe for each automatic controller.For 2wire Catalog and parts sheets on all material and equipment installed. F J W a systems,each controller shall have a different wire color. Guarantee statement. W J Within fifteen(15)calendar days after award of Coniract and prior to installation,the Contractor ■ All lines shall have a minimum horizontal dearance of six inches(6")from each other and from �o ■ Wire shall be buried a minimum of eighteen inches{18")in depth and whenever possible shall Complete operating and maintenance instructions. �� shall submit to the Owner a list of materials including the manufacturer,description,model occupy the same trench as the mainline,bundled and secured to irrigation pipelines at ten foot lines of other trades.Parallel lines shall not be installed directly over one another. �Z number and installation data. (10')intervals with plastic electrical tape,providing sufficient slack for expansion and contraction. X. GUARANTEE �� E ui ment or materials installed or furnished withoui rior written acce tance ma be re ected ■ Provide the following minimum coverage{where lines occur under paved areas,these coverage , Contractor shall uarantee all materials and e ui ment for one 1 ear from the date of Q �x Q P p P Y 1 ■ Wire for slope systems shall be installed in a UVR PVC sleeve laid adjacent to the on-grade depths shall be considered below subgrade): g q p ��y _� and such materials removed from the site at the Contractor's expense. pipes. acceptance of the work.Should any trouble develop within the time specified due to inferior or � r w Pressure mainline 18" faulty materials or workmanship,the Contractor shall be responsible for costs incurred due to a� PRODUCT DELIVERY,STORAGE AND HANDLINC�. ■ Provide a separate ground wire for each controller. Non-pressure lateral lines 12" repair and replacement. � a= Control wiring 18" O � Contractor shall exercise care in handling,loading,�nloading and storing of irrigation materials ■ An expansion curl shall be provided within three feet(3')of each wire connection and change of IRRIGATION SUPPLEMENT-RECLAIMED WATER SYSTEMS � Qo and equipment. direction,and at least every 100 feet of wire length on longer runs. � Z� ■ For traditional wire systems,all splices shall be made with Scotch-Lok#3576 Connector Sealing R. ADJUSTING AND TESTING THE SYSTEM A. GENERAL � �� Packs,Rain Bird Pen-Tite,Sears DS-400 wire connectors,3M DBY wire sealing packs,or ■ Contractor shall furnish all equipment,materials and labor to conduct pipeline pressure tests, ■ This section is supplemental to the Irrigation Section for use when installing reclaimed wat O Q a o E. PLASTIC PIPE approved equal.Use one(1)splice per connector sealing pack.Wire splices shall be located in � �W coverage tests and operational tests.All tests shall be made in the presence of the Owner prior s tems.Where applicable,installation shall be in accordance with conditions therein. � Z ¢Z Plastic i e,where indicated on the drawin s shall ne in ection molded,ri id,un lasticized pull boxes set one inch(1")above finish grade. ,�Q P�P 9� 1 9 P to planting operations.Trenches shall not be backfilled until the pipeline pressure tests have °� polyvin I chloride PVC NSF a roved,of hi h tensile stren th,chemical resistant and im act ■ For 2wire systems,all splices shall be made with 3M DBY-6 direct bury splice kits or approved � } Y � )� PP 9 9 P been performetl to the satisfaction of the Owner. ■ Curre t Water District,County and/or State Health Department regulations for redai d water � � Qw strength,and depending on class and grade,conform to ASTM 2241 or ASTM D-1785. equal.Use one(1)splice per connector sealing pack.Wire splices shall be located in pull boxes system shall take precedent over these specifications. O �,a set one inch(1")above finish grade. o= Fittings and couplings shall be threaded PVC Scheck�le 80 conforming to ASTM D-2464,or ■ Field splices between the controller and remote control valves will not be permitted. ■ After completion of pipeline assembly,prior to installation of terminal fittings,including but not B PLASTIC PE � � 3� sli-fittin ta ered socket,solvent-weld t e,PVC Schedule 40 conformin to ASTM D-2466 or limited to remote control valves and quick coupler valves,entire system shall be thoroughly � J Z� p g' p yp g ■ flushed to remove dirt,scale or other deleterious material. ■ Plastic pipe fo reclaimed water systems shall be purple-colored PVC confor ing with ASTM PVC Schedule 80 conforming to ASTM D-2467. For traditional wire systems,install a spare control wire of a different color along entire mainline. 2241 or ASTM 1784. a Q �o Loop thirty-six inches(36")excess wire into each single box and into one valve box in each w� Solvent cement and primer for rigid PVC solvent-weid pipe and fittings shall be of commercial group of valves. ■ With open ends capped,prior to installing valves,test pressure supply lines for six(6)hours at ■ Fittings and coupli s for redaimed water systems shall be purple-color PVC. � V a o quality,IAPMO approved,conforming to ASTM D-2564. 125 PSI.Center load PVC pipe with a small amount of backfill to prevent arching and whipping � " �,� ■ All controller wires installed within the garage shall be run in corrosion resistant thin metal wall untler pressure. � � � �Z electrical conduit and labeled as"Irrigation Control Wires." C. CONSTANT PRESSU RECLAIMED WATER PIPE �� ■ For 2wire systems,surge protection against surge damage due to lightening or other electrical ■ Contractor shall be responsible for correcting any portions of the work twenty(24)hours in ■ Pipe shall be purple-color PVC as manufactured by Alertline,o Z Z c� F. BRASS PIPE 0 W -J sur e events is re uired.All installations shall conform to manufacturer's instructions and must a roved e ual marked co inuousl on two 2 sides of the i e with � �Q Brass pipe,where indicated on the drawings,shall fae 86%red brass,American National g q � advance for the following inspections, PP q � Y �) p � �� meet or exceed the American Society of Irrigation Consultants(ASIC)Earth Grounding Guideline - s stem la out the following:"CAUTION RE AIMED WATER". � � �o Standards Institute,Schedule 40 screwed pipe,conforming to Federal Specifications WW-P-351. Y Y � 1 0 0-2 0 0 2.I n a l l c a s e s w h e r e i t d o e s n o t c o n f l i c t w i t h a p p r o p r i a t e g r o u n d i n g g r i d d e s i g n f o r t h e ressure i e line tes ts ■ W here rec laime d an d o ta b le w er ressure main line i cross,t he rec laime d wa ter i in Z Q - p P P p P P�P�9 P�p 9 °� Fittings shall be medium brass,screwed 125 pound slass,conforming to Federal Specifications project,Ground Rods or Plates as referred to in this specification shall conform to the following - coverage tests shall be installed below the potabl water piping in a Cla 200 purple-colored PVC sleeve which � � a o� WW-P-460, standards: - o p e r a t i o n a l t e s t s(p r i o r t o c o m m e n c i n g p l a n t i n g o p e r a t i o n s) e x t e n d s a m i n i m u m o f f i v e f e e t(5')o e i t h e r s i d e o f t h e o t a b l e w a t e r p i p i n g.C o n t r a c t o r s h a l l = �Q 1.All grounding rods shall be bare copper of 5/8"diameter or greater,and 8'length or ■ Coverage test shall demonstrate that each station area is balanced to provide uniform and provide a minimum vertical clearance six inches(6'.Conventional(white)PVC pipe may be N � �J G. GALVANIZED PIPE greater. used for sleeving material if it is tapetl w a three'ch(3")side red warning tape which reads: °� adequate coverage. 1 W¢ 2.All grounding plates shall be 5 square feet,typically 4"by 96°,as outlined in ASIC Earth "CAUTION-RECLAIMED WATER". �Q Galvanized steel pipe,where indicated on the drawi�gs,shall be ASA Schedule 40 mild steel Grounding Guideline 100-2002. Z} screwed pipe.Fittings shall be medium galvanized screwed beaded malleable iron. ■ Operational test shall demonstrate the performance and operation of all components of the � �Q 3.A measured resistance reading of no more than 25 ohms is necessary at each TW-LA-1 controller system.Remote control valves shall be properly balanced,heads adjusted for �o All galvanized pipe and fittings installed below grad�shall be painted with two(2)coats of (Lightning Arrestor).ASIC Spec Section 7.0—Measuring resistance,item A. coverage and system shall be workable,clean and efficient. D. VALVES � � o� Ko ers#50 Bitumastic,or a roved e ual.Pi es ma be wra ed with an a roved as haltic ■ Remote control valves for reclaimed wate shall b marked with three inch(3")by four inch(4") pp pp a p y pp pp p Ground rods and lates shall be located at a minimum distance to assure that the two-wire ath ~�' tape. p p ■ Contractor shall be responsible for correcting any portions of the work that are not properly purple colored waterproof tags marked' black on o e side with the words: N o� is outside of the electrode sphere of influence for the grounding rod.For an 8'grounding rod,this "WARNING-RECLAIMED WATER-D NOT DRWK" d on the reverse side with the words: w Q H. UVR-PVC PIPE means that the grounding rod must be connected at least 8'away from the two-wire path,at a installed and retesting until installation has been accepted by the Owner. "AVISA-AQUA IMPURA-TO TOMA .Tags shall be as anufactured by T.Christy Enterprises � �_ �� UVR-PVC pipe,where indicated on the drawings,shall be ultra-violet resistant,Schedule 40 PVC right angle to the iwo-wire path.See the section below for details on connecting the grounding or approved equal.Tags shall be ttached to the valve st or solenoid wire directly or with a °o rod or plate to the device or lightning arrestor.(Under no circumstance should a ground rod or S. BACKFILLING plastic tie wrap or attached to th valve with existing valve c ver bolt. o� pipe.Fittings shall be UVR-PVC fittings. ground plate be installed in or under a valve box,meter box or electrical box.) ■ Trenches located under areas where paving or concrete will be installed shall be backfilled with a J� I. BACKFLOW PREVENTION UNIT P. IRRIGATION HEADS six inch(6")layer of sand below the pipe and three inches(3")above the pipe,and compacted in ■ Quick coupling valves for r aimed water systems shall be cons ucted of brass with a purple m o gackflow prevention unit shall be factory assembled�nd shall be as indicated in the Irrigation ■ Irrigation heads shall be of the manufacturer,size,type,and rate of precipitation with the accordance with the requirements of the Earthwork Section. rubber or vinyl cover with permanently stamped or molded warni into the cover reading: °o Legend on the drawings,or approved equal.Contractor shall install backflow prevention unit as diameter(or ratlius)of throw,pressure,and discharge as specified in the Irrigation Legend on "RECLAIMED WATER-0 NOT DRINK"in English and Spanish an the international"do not �° indicated in the details on the drawings and in accordance with manufacturer's recommendation. the drawings,or approved equal,and installed as indicated in the details on the drawings and in T, MATERIALS TO BE FURNISHED drink"symbol.Tags all be as manufactured by T.Christy Enterpris or approved equal. W Q accordance with manufacturer's recommendations. ■ Contractor shall furnish the Owner the following materials at the end of construction,prior to the o Z J. VALVE BOXES ■ Riser units shall be oriented perpendicular to the finish grade with nipples of the same size as Post-Installation Maintenance Period: E. VALVE BOXES o W Gate valves and remote control valves,exce t for a�ti-si hon valves,shall be installed below the riser opening in the irrigation head. ■ Warning label or lockable valve boxes for reclaimed water systems shall be nstructed of a Q Z P P Two(2)sets of special tools required for removing,disassembling and adjusting each type of ur le water roof material with the warnin ermanentl stam ed or molded in e cover grade as indicated in the details on the drawings,in lockable valve boxes manufactured by ■ Spacing of heads shall not exceed the maximum shown on the drawings and in no case exceed sprinkler and valve supplied on the project. p p g p y p o? Carson,Brooks,Fraser,Ametek,or approved equal. the maximum spacing recommended by the manufacturer.Contractor responsible to insure reading:" CLAIMED WATER-DO NOT DRINK"in English and Spanish with th 'nternational �o complete coverage. Two(2)five foot(5')valve keys for operating isolation valves. "do not nk"symbol. Q= Valve box lids shall be green in color.Gate valves�hall be identified by stamping"CV"on the Q INSTALLATION Two(2)keys for each controller. valve box cover.Remote control valves shall be identified by stamping"RCV"and station F. C TROLLERS =o number on the valve box cover. ■ Pipe shall be cut square and the ends reamed out to the full inside diameter of the pipe and One(1)quick coupler key and matching hose swivels for each quick coupler valve installed. ■ C tractor shall post the use of reclaimed water at each controller.At least one(1)purple ign 10.o�.1s P�ANNiNG suBMirrA� �,� thoroughly cleaned of dirt,tlust and moisture before installation. w Q One(1)set each approved as-built and record drawings. all be postetl on the insitle of the tloor,bearing the words"ATTENTION-CONTROLLER IT F� Valve boxes shall be set one inch(1")above finish grade,with valves set at sufficient depth to , PVC i e shall be rotected from tool dama e durin assembl.Plastic i e which has been OR RECLAIMED WATER"in En lish and S anish,as manufactured b T.Christ Enter rise =o provide appropriate clearance between the cover and valve. p p p g g y p p Two(2)sets each approved controller charts. g p y y p �� nicked,scarred or damaged shall be removed and replaced at the Contractor's expense. or approved equal. �W W= w� �� a= �� 00 rz U Q �vi NO DATE DESCRIPTION F� z� O O PROJECT NO: 4888.00 U= a CA��WG FILE: 4888DOSCC.DWG � M DESIGNED BY: JD M �p DRAWN BY: KC 0 � CHECKED BY: JD \ m � DATE: 09.01.2016 �7 SCALE: AS SHOWN 3 Q Q HMH U � 0 0 W W � � � IRRIGATION � A SPECIFICATIONS 0 � a i J � / d 0 O M W � W � � � o / N � � H � U � W � L5. � o W � � a p rn a GENERAL PLANTING A. GENERAL J. INSTALLATION-SHRUBS,VINES,AND TREES n I ■ Contractor shall provide all labor,materials and equipment for the insfallation of plant material as indicafed on the drawings ■ Stake planf locations and secure approval from the Owner before excavating pifs.Excavated pits shall be as intlicated in l C�l�v�-��.�1�e�dr��.V�V'�c�a��ns�h�l��el�i��nting pit to monitor drainage needs during H. FINAL OBSERVATION and as specified herein. details on the drawings.Dust sides of pits with gypsum before backfilling. est 'shment..UV re'stanf grates shall c er each of fhe four opening at grade.Contractor to monitor water level weekly ■ Contractor shall coordinate planting with other site improvements.Unless otherwise specified,structural improvements shall ■ Containers shall be opened and removed such that the rootball is not injured. dur�c��I'k�r�i�it��iyd��G�e roo��ing water. ■ Upon completion of the Post-Installation Maintenance Periotl,Contractor shall request a final observation and letter of LANDSCAPE ARCHITECTURE acceptance of the work performed in accordance with the Contract Documents.The request shall be made to the Owner,a 1570 Oakland Road.San Jose.CA.95131 be installed prior to planting operations. ■ Water all planting areas thoroughly after installation of plant materials.Additional backfill shall be added to fill voids cap,��-�N p ■ Establishment period��3�onths following installation. minimum of seven(7)calendar days prior to the date for inspection. 4os.4s�z2oo ■ Contractor shall be responsible for locating and staking existing sewer,water and utility lines above or below grade that might water settlement. ■ Palms shall be tleep watered immediately upon planting.Soil moisture levels and frequency of irrigation shall be determinetl www.hmhlastudio.com be tlamagetl as a result of planting operations.Contractor shall assume sole responsibility for any cost incurred due to ■ Trees shall be staked at time of planting as indicated in the defails on the tlrawings. C��e# ��{��use redaimed water during the establishmenf period. tlamage and for replacement of aforementioned utilities. ■ All nursery stakes shall be removed after tree has been planted and staked according to construction details. � � Wikhin 24 hou��l�I�1�ti��L'�41�n4��lplication of the following combination of fungicides(or approved equal}shall be ■ All work on the irrigation system,inclutling hytlrostatic,coverage,and operational tests,and the backfilling and compaction of a hed to the root ball of each alm.The a hcation shall be matle to the u er 6 inches of of the root ball b means of a soil trenches shall be performed prior to planting operations. K. GUARANTEE Pp� p pp� PP Y ■ Contractor shall uarantee lant material throu h one 1 full ear afler the date af acce tance of the work. r1� A 6ation t the re tler the root ball below 6 inches shall be made by soil injection. ■ Sam les of fertilizers,soil conditioners,seed,ar other materials shall be submitted fo Owner fort-ei ht 48 hours rior to g P 9 (� y p A rova I �U�' pp Su n e gallons pNDSCqpF P Y 9 � ) p ��x: �i � incorporation in the work. ■ Replacement plant material shall be of the same species,variety,&size as originally planted and shall be guaranteed for,p ne Cle ?� nces per 100 gallons OR Fungo Flo:20 ounces per 100 gallons �. (1)fullyearfromthetlateofre-planting. Hppr�Val D�� 7�� . . . ��.° � o�,q�'oy ■ An agricultural suitability and fertility analysis soils report shall take precedence over these specifications. •...,.,..,,...,..,.,,.,...,,..�,....,,.,,,...,...�.,..,,,.,..,,.r,.,,,,.,..,,..,.,,,,,.,,..,. e followed carefully.If the above materials and rates �� ,�� ■ Cost incurred due to replacement of dead or dying plant material shall be the responsibility of the Contractor. nfl t �abeI r commentlations,always follow the manufacturers recommentlations. � NO.5953 � B. PLANT MATERIAL QUALITY Signature „-_,E�1�CI��r1;�f1�5-,_--r-_„.,,,,,,,--,_,-_,----r,-_�_-,-��-ion. J $,,,�,� � Case Mai�a er j�^^ ■ Plant material shall be in accordance with the State Department of Agriculture's regulations for nursery inspections,rules antl I. INSTALLATION-HYDROSEEDING ■ Staking of palms is not necessary�der most circumstances.On very wintly sites or under unique conditions,palms may be ' "�°�'°'°�° ' grading.All plants shall be of No.1 Gratle antl have a normal habit of growth,and shall be sound,healthy,vigorous antl free temporarily staked for up to six(6)months using a palm bracing system such as ArborBrace,installed per manufacturer's sr °°'° ��' of insect infestations,plant diseases,sun scalds,fresh bark abrasions or other objectionable disfigurements.All plants shall ■ An ricultural suitability reporf that has been preparetl for the specific site shall take precetlent over the f wing materials.If specifications. �lF oF�A��F°� have a normal,well-developed branch system and vigorous and fibrous root system which is not root bound and is free of such ort is not available,the following materials shall be of such a character that when dispersed in uniform slurry shall kinked or girdling roots. form an a orbent porous mat: ■ Fertilization during the establishment period shall be at the rate of three(3)pounds per palm beginning three(3)months after 3000 g ns per acre Fresh water installation beginning in the nearest month of March,June or September with the following granular fertilizer(or equal): c� ■ Nursery growth stock shall be selected from high quality,well-shapetl stock,grown untler dimatic conditions similar to those in • Scott's Landscape Palm Fertilizer 14-5-14. Y the ro ect locale.Minimum acce table size of lants as indicated in the drawin s shall corres ond with that normall 1500 to 300 ounds per acre, Wood cellulose fiber,Conwed 2000 or ap ved equal � p 1 p p 9 P Y Continue fertilizafion every three(3)months thereafter during the establishment period.Do not apply fertilize direcfly against CARI N G H O U S E ex ected for the s ecies and variet of commerciall available nurser stock, depending on pe �� P P Y Y Y the trunks or root initiation zones. �o ■ Where applicable,caliper shall be the diameter of the trunk one foot(1')above the ground surface. 5 to 15 pounds per re, Organic stabilizer,ECO E-Tac or a roved equal M I N I S T R I E S Z W ■ Oversize plants may be used if not root bountl,but shall not increase the Contract price.Up to ten percent(10%)of tlepending an slope POST-INSTALLATION MAINTENANCE PERIOD °� undersized plants in any one(1)variety and grade may be used,provided they are larger than the average size of the next 1000 pounds per acre Grow-Power Plus,or appr tl equal �� smallest grade. A. GENERAL �o ■ Scientific and common names conform to customary nursery usage. ■ Contractor shall provide all labor,materials and equipment to perform work during the Post-Installation Maintenance Period,as w w specified herein,induding but not limited to,adequate watering of plant material,replacing unsuitable plant material and o W ■ Types and sizes of plant materials shall be as indicatetl on the drawings.Quantities shown are a guide only,Contractor shall ■ Seed mixture shall be as indicated on the legen controlling weeds,rotlents and other pests. Z�' verify quantities by plan check. ■ Contractor shall maintain the project on a continuous basis from the first day after planting is completed,until acceptance of Z c� ■ Water shall be fresh,free of impurities,excess chlor salts. ;Z ■ The Owner reserves the right to refuse or reject any unsuitable plant material.Unsuitable plants shall be removed from the the work. �o project site antl replaced at the Contractor's expense.Replacement plants shall be the same species,variety,size and ■ Fiber shall be clean,weed-free mulch of wood cellul e taining no germination or growth-inhibiting factors.Fiber shall ■ Costs incurred due to damage or replacement during Post-Installation Maintenance Period shall be the responsibility of the °W contlitions as specified. contain a harmless,temporary green tlye. Contractor. �� ■ Pruning of plant maferials shall not be done prior to delivery.After planting,pruning shall be limited to the minimum necessary ■ Mixing shall be performed in a tank,with a b'-in continuous agi ion and reticulation system,of sufficient operating capacity o� ■ Unless stipulated otherwise by the Owner,the Post-Installation Maintenance Period shall consisf of a minimum of ninety(90) �� to remove injured twigs and branches,deatl wood antl suckers. to protluce a homogeneous slurry and a 'charge system which wi ply the slurry to the tlesignated areas at a continuous >� consecutive calendar days. a Z ■ Plant material is subject to substitution based upon availability.Substituted material shall be approved in writing in advance by and uniform rate. a� ■ The slurr re aration shall take ce at the ro ect site and shall be in b ddin water to the tank when the en ine is at halt ■ Post-Installation Maintenance Period may be extended by the Owner if the project is improperly maintained,appreciable QQ the Owner. y P p p p� g y g g replacement is required,or other corrective work becomes necessary. _} throttle.When the water level s reachetl the height of the agitator shaft,goo recirculafion shall be established,and at this F J ■ Seed shall be fresh,clean,pure new crop seed.Seed shall be delivered to the site,unmixed,in separate sealed containers. time the seed shall be adde.Fertilization shall fhen be adtletl followed by the wo cellulose fiber,when the tank is at least g. EXECUTION W Q Each sealed container shall bear the seed suppliers tag indicating the container weight,seed type,seed purity and one-thirtl(113)filled with ater.Spraying shall commence immetliately when the tank�full. jo germinafion,and certificate of release by a County agriculfural commissioner. ■ Contractor shall spr designated areas with the slurry in a sweeping motion,in an arche tream,until a uniform coat is ■ All areas including,but not limited tq turf,ground cover,and concrete flatwork,shall be kept clean and free of weeds,litter and �Z ■ Stolons shall be fresh cut living sections of runners and stems beiween two inches(2")and four inches(4")in length,free achieved and the aterial is spread at the requiretl rate per acre. debris. �~ from weeds,diseases,and insects,grown from high quality true-to-type vegetative stock an meet or exceed the standards for ■ A slurry mixt which has not been applied wifhin four(4)hours after mixing shall be rejected a replaced at the Contractor's ■ Subsurface drains and catch basin grates shall be kept clear of leaves,litter and debris to ensure unimpeded passage of �X regulation for nursery inspection of the applicable State of the project, expense. water.Drainlines shall be periodically flushed with clear water to avoid build-up of silt and debris. Q =W ■ Slope hall be hydroseeded after weed abatement operations and planting of trees and shrubs. ■ Before weeds exceed two inches(2")in height,they shall be removed antl disposed of off-site.All weeds shall be spot �� ■ S o tl s h a l l b e g r o w n f r o m h i g h q u a l i t y p r o p a g a t i v e m a t e r i a l,f r e e f r o m w e e d s,d i s e a s e s,a n d i n s e c t s,a n d s h a l l b e i n a c c o r d a n c e , Co s incurred for re air or re lacement of bare,s arse or dama ed areas shall be the res onsibilit of the ontractor. Q �� with the standards for regulation for nursery inspection of the applicable State of the project.Sod shall be machine cut at a p p p g p y sprayed and left in place for seven(7)calendar days.Areas sprayetl shall remain unwatered for a minimum of forty-eight(48) � a� uniform thickness of 5-eighths of an inch(518")(excluuding top growth and thatch).Individual pieces shall be cut to the hours.Dead weeds shall be removed seven(7)calendar days after application and disposed of off-sife. O M. INSTALLATION-STOLONS o� supplier's stantlard width and length with an allowable deviation of two percent(2%).Broken rolls or uneven installed within a ■ If the Owner notifies the Contractor of failure to control weeds as specified herein,the Contractor shall kill all weeds within ten Q o iwenty-four(24)hour period. ■ Prepare soil and provide weed abatement operations in accordance with the General Planting Section.Rake, Itivate,float (10)calendar days of such notification.The Post-Installation Maintenance Period will be extentletl for every day after the ten � � Z� d roll unfil areas to receive turf are in a smoofh and uniform condition. (10)calendar days until such weeds have been killed. � �� C. FERTILIZERS ■ Fi ished gratle for turf areas shall be one inch(1")below the finish surface of walks,curbs,or relatetl hards pe. O � a o ■ ■ Prio to stolonizin, ■ Contractor shall take appropriate steps to eliminate rodents. Fertilizers shall comply with applicable requirements of the State Agricultural Code and shall be packaged,first grade, g soil shall be moist fo a minimum depth of one inch(1"). a Z commercial quality products identified as to source,type of material,weight and manufacturer's guaranteed analysis. ■ Stolo s shall be as indicated on the drawings. C. IRRIGATION SYSTEM Z Z �� Fertilizers shall not contain toxic ingredients in quantities harmful to human,animal,or plant life.When requested,Contractor ■ Stolon shall be hydroseeded in accordance with fhe Hydroseeding Section. ■ Contractor shall o erate the irri ation s stem automaticall and shall ro erl and com letel maintain all arts of the irri ation � � LL� shall furnish the Owner with Certificate of Compliance stating that the material substantially meets the specifications. s stem. p g Y y p p y p Y p g � O �d y ■ Commercial fertilizer shall be a pelleted,beatletl,or granular product having fhe chemical analysis specifietl herein antl shall N. INSTA LATION-SOD ■ Contracfor shall provide for delivery of water in sufficient quantities and adjust wafer application to compensate for seasonal � �,L o� be free-flowing material tlelivered in original unopened containers.Use of material which becomes caked or otherwise ■ Prepare soil nd provitle weed abatement operations in accordance with the General Planting Se ion.Rake,cultivate,float conditions and shall ensure full and complete coverage. J �� damaged shall not be permitted. and roll until a eas to receive turf are in a smooth antl uniform condition, � Z� ■ Costs incurretl tlue to repair or replacement of equipment shall be the responsibility of the Contractor.Replacement parts U o ■ Organic base fertilizer shall be comprised of decomposed animal,fish and vegetable matter with humic acids and a bacterial ■ Finished gratle r turf areas shall be one inch(1")below the finish surface of walks,curbs,or r lated hardscape, shall be identical to the material and as indicated on the drawings and specified herein. a Q w� stimulant,manufactured as Gro Power by Southem California Organic Fertilizer Co.,Glendale,California,or approved equal. ■ Prior to sodding, il shall be moist to a minimum depth of one inch(1"). � � a o ■ Prior to installafion, rea to be sodded shall receive sulphake of ammonia at the rate of one 1)pound per 200 square feet. D. TURF � � ^ �� D. AMENDMENTS ■ P r i t o a c c e t a n c e o f t h e r o e c t a n d m a i n t e n a n c e e r i o d,t u rf a r e a s s h a l l b e e s t a b l i s h e d w i t h a u n i f o r m /o c o v e r a e � � O �Z ■ Sod shall be laid antl ampetl with butt joint in a staggered"running bond"pattern. P P 1 P 9� Z LL o ■ Nitrogen stabilizetl organic amendment shall be a ground or processed wood product tlerived from wood of redwood,fir or health �orous growth and to a minimum of two inches(2")in height.Costs incurred for repair or re cement of bare, � ��' cedar,treated with a non-toxic agent to absorb water quickly.Nifrogen content,based on tlry weight,shall be 0.5%for ■ After installation,sod s all be rolled with a 200-pound water-filled lawn roller, sparse or aged areas shall be the responsibility of the Contracfor. � � �Q retlwood and 0.7%for fir and cedar.Iron content,based on dry weight,shall be 0.1%.Pine sawtlust is not acceptable. ■ Sod shall be as indicate on the tlrawings. �� ■ If an agricultural itability soils report is not available,turf areas shall be fertilizetl with Gro P er Plus or approved equal � � � Z Q ■ When requestetl,Contractor shall furnish the Owner with a delivery receipt and Certificate of Compliance stating that the every seventy(70)c ndar days,at a rate recommended by t he manu facturer. � W o� material substantially meets the specifications. 0. INSTALLATION-P MS � � a °~ ■ Palm trunk condition shall be fr e of any scarring or blemishes.Trunks shall be ingle antl straight with a uniform diameter First mowing of turf shall b rformed when the grass is two and one-half inches -1/2")in height.After initial mowing,turf = �m E. TOPSOI L shall be cut as often as necess to maintain the turf at a heighf of two inche ")for bluegrass and fescues antl one inch � N � �Q unless otherwise specified.Siz shall be as specified with an allowable variati n of plus or minus one foot OR ten percent �1")for bermuda. � o J ■ Topsoil shall consist of fertile,friable soil of loamy character,and shall contain an amount of organic matter normal to the area. (10%}above or below the averag height of the entire palm planting,as mea ured from the bottom of the crown bud to ¢ It shall be reasonably free from weeds,refuse,roots,heavy or stiff day,stones larger than one inch(1")in diameter,sticks, finished grade after installation,whi hever is greater. ■ Contractor shall trim around irrigation h s to allow for unimpeded s ay,at the base of trees,and at borders along walks, ;Q brush,litter and other deleterious substances.Topsoil may be obtainetl from the site if approved by the Owner. mowstrips and curbs. � � Z Z ■ Pruning shall be done with sterilized ciprocal saws.Chain saws will no e allowetl.Saw blades shall be sterilized before o� ■ When required,imported topsoil shall be subject to inspection and testing at the source of supply prior to delivery to the and between pruning each frond by im ersing the blade in a solution of rfty percent(50%)household bleach and fifty percent ■ Contractor shall remove all grass dippings from p ect site � � o LL project. (50%)domestic water for five(5)minute.Solution shall be kept up to trength by the regular addition of more bleach. o W ■ Contractor shall remove dead fronds and in the entire trunk clean the height of the green fronds.The minimum number E. SPECIALTY SODS INCLUDING NATIVE,MOW F AND BIOFILTRATION SOD F. MATERIAL DELIVERY AND INSPECTION ■ Prior to acce tance o f t he ro ec t an d main tena erio d,tu reas s ha l l be es ta b lis he tl wi t h a uni form 8 0%covera e � o� o f fron ds s ha l l be remove d.Do no t cu t or t o ff any green hea l t hy ron ds. p p j p g, � w= ■ Plant material shall be deliveretl with legible itlentification labels,hantlled and stored atlequately to maintain a healthy ■ All folia e antl head area shall be s ra ed fol win runin and rior to shi in with a reventative fun icide,Clea s 3336 healthy vigorous growth and to a minimum o o inches(4")in h'ht.Costs incurred for repair or replacement of bare, �= condition, rotectin them from dr in out,windburn or an other in�ur. g p y g p 9 pp g p g ry s arse or dama ed areas shall be the re onsibilit of the Contracto. m= p 9 Y g Y 1 Y or equal to inhibit the establishment of Gliocla m blight diseas. P 9 Y oQ ■ Inspection of plant materials required by Owner,County,State or Federal authorities shall be the responsibility of the ■ Remaining fronds and shall be liftetl up and tietl t ether in (2)locations in an upright posifion with a natural hemp cord or ■ If an agricultural suitability soils re is not available,specialty sod areas all be fertilized with Gro Power Plus or approved F Z Confractor.When requestetl,Contractor shall furnish copies of such permits or certificates to Owner. untreated 2 ply iwine of not less than one-quarter i h(114")Wire will not be permitted.Frontls shall remain tietl until equal two or three times per ye in early spring,late spring,or fall depending grower reccomendations and sod type and m o G. SOIL PREPARATION installation is complete.Wrap fronds in burlap antl ep m ist. sod health.Specialty sods not require as much fertilization as tradional fescue d. o� ■ "Pineapple"shall be formed for Pheonix species only e satisfaction of the Owner. ■ Mow free and special sods shall be allowed to grow wifhout regular mowing or line tri ing.No more than 1/3 of the leaf w o ■ Areas to receive"soil preparation"indutle turf,grounticover from rootetl cuttings and non-slope hydroseetled areas. blade shall be re ed,mowed or trimmed in any trim or mow cycle.Specialty sod shall ne r be mowed or trimmed to a ■ For field grown palms,pruning and tying work shall be pleted prior to digging the root ball, hei ht less th 4". Mowin or trimmin shall be done once a ear in the late s rin to remove rets or seetl heatls. W o ■ Fertilizing antl conditioning materials shall be as specified in the project agricultural suitability report.Wash off fertilizer from 9 9 9 Y P 9 �Q lant. ■ Excavation shall extend below the major roof syste o mi'mum depth of four feet(4').The bottom of the rootball shall be cut �LL p off square and perpendicular to the trunk below the ajor ro t system. ■ Contrac shall trim around irrigation heads to allow for unimpeded spray,at the base of trees,and a rders along walks, o� ■ If an agricultural suitability report is not available,the following amendments,or approved equal,shall be mechanically spread mo rips and curbs. o W and uniforml cultivated into the u er six inches 6" er 1,000 s uare feet of soil b suitable e ui ment o erated at ■ No excavation shall be done doser than fi,venty-f r inches(2")to the trunk at ground level. a� Y pp � �p q y p p p ■ ontractor shall remove all grass clippings from project site. J o approximately right angles in af least iwo(2)directions: ■ Rootball shall be wrapped in burlap and kept m ist.Rootball sh II not be left exposed to direct sunlight or air. �W 3 CY Nitrogen stabilized organic amendment ■ Contractor shall not free-fall,drag,roll,or ab e the palm or put a train on the crown at any time.A protective device shall be F. GROUND COVER AREAS 125 LBS Gro-Power Plus soil conditionerlfertilizer used around the trunk of the palm while liffi . �Q ■ If an agricultural suitability soils report is not available,ground cover areas shall be fertilized with Gro Power Plus or approved Q� 30 LBS Agricultural gypsum ■ Palms shall be laid in a single layer on a f t surface.Avoid storing o a concrete or asphaltic concrete surface. equal every seventy(70)calendar days,at a rate recommended by the manufacturer. �o ■ Resulting soil shall be clean,in a friable contlition and suitable for planting. ■ Palms shall be installed in preparetl pla pits upon delivery to the site. ontractor shall protect the crowns antl rootballs from 10.o�.1s P�ANNiNG suBMirrA� w Q khe sun and reflected heat from the r nd durin trans ort and stora e.f dela s be ond twent-four 24 hours are G. TREES _� 9 9 p 9 Y Y Y ( ) =o H. WEED ABATEMENT OPERATIONS necessary,palms shall be'healetl in't an approved storage facility in a p pendicular position.Backfill,as specified below, ■ If required,or at the direction of the Owner,trees planted as part of the Contract shall be pruned or headed back,to eliminate �W ■ The irrigation system and finish grade shall be completed prior to weetl abatement operations. shall be provided to completey cov root balls.Root balls shall be thoroug watered and maintained in a moist condition at diseased or damaged growth,reduce toppling or wind damage,maintain growth wifhin space limitations,maintain natural w� all times.'Healing In'period shall ot exceed four(4)weeks. appearance,tlue to vandalism,and to balance the crown with the root structure. �Q ■ Contractor shall operate the irrigation system to keep planting areas uniformly moist for a period of three(3)weeks(21 �� consecutive calendar days).At the end of the fhree(3)week period,Contractor shall spray all visible weeds wifh a contact ■ Backfill for palms shall be 100%iver sand as follows: ■ Staking of trees shall be checked frequently for tlamage,antl to prevent chaffing or girdling.Costs incurred due to tlamage or o Z replacemenf due to improper staking maferials shall be the responsibility of the Confractor. Q Q herbicide.Application method shall be as recommended by manufacturer.After spraying,planting areas shall remain %Passin Class Sieve Descri tion %Retained �� unwatered for a minimum of forty-eight(48)hours.Remove weeds from site. � p ■ At the request of the Owner,wountls over one and one-half inch(1-112")in diameter may be sealed with an approved tree No DATE DESCRIPTION 0 0 100 gravel 4.76mm No.4 O Seal. PROJECTNO: 4888.00 �_ ■ Wafer seven(7)atlditional consecutive calentlar days from the first application,and apply a contact herbicide as may be 95-100 fine gravel 2.Omm No.10 0-10 a necessary.After second spraying,water shall not be applied for an additional forty-eight(48)hour period.Applications shall ■ Dead or dying trees shall be immediately replaced at the Contractor's expense with material of the same species and size and CA��WG FILE: 4888DOSCC.DWG 90-100 v.coarse sand 1.Omm No.18 10-30 uaranteed as described in these s ecifications. oes�cn,eo ev: �o M continue at seven(7)day intervals as determinetl by the Owner. 65-100 coarse sand 500micron No.35 15-40 g p � ■ Contractor shall apply spray chemicals when air currents are still,preventing drifting onto adjoining property and preventing 0-50 medium sand 250micron No.60 0-55 ■ Contractor shall exercise preventive measures when using stringline trimmers near tree trunks.Costs incurred due to damage DRAWN BY: KC � any toxic exposure to persons whether or not they are in or near the project. 0-20 fine sand 105micron No.140 5 0 or replacement of trees due to improper measures shall be the responsibility of the Contractor. cHecKeo ev: �o � ■ Weeds antl debris shall be tlisposed of off-site. 0-5 v.fine sand 53micron No.270 0- H. SLOPES DATE: 09.01.2016 � I. BACKFILL silt and clay pan 0-5 0 SCALE: AS SHOWN A P of saturated sand shall be between 6.0-8.0,Salinity:0-3.0 dSlm, ■ Prior to acceptance of the project and maintenance period,slopes shall be established with a uniform 80%coverage,healthy � ■ Backfill shall be as specified in the project agricultural suitability report,machine-mixed and approved by the Owner prior to oron:0-1.0 ppm,Sodium:0-20 meqll vigorous growth.Costs incurred for repair or replacement of bare,sparse or damaged areas shall be the responsibility of the QC HMH � incorporation in planting pits. Contractor. � ■ If a a riculfural suitabilit re ort is not available,the followin amendments or a roved e ual,shall be inwr orated: ' Covering m erial shall be equivalent to a 70°/o shade cloth or burlap.Plastic or rubberized tarpauli s shall not be permitted. ■ Seed for re lacement shall be of the same t e and uantit ratio as s ecified in the Plant List on the drawin s. 9 Y p 9 Pp q p p Yp q Y p 9 Z 7 parts by volume On-site soil ■ Store pal s with protection from weather or other condifions which would damage or impair their vigo ■ If a soils report is not available,slopes shall be fertilized with Tri-C 6-2-4 or approved equal every seventy(70)calendar days, PLANTI N G � 3 parts by volume Nitrogen stabilized organic amendment ■ Palms s all be installed when weafher and soil conditions are suitable in accordance with accepted arb practice and during at a rate recommentled by the manufacturer, ; 16 LBS per CY of mix Gro-Power Plus soil conditioner/fertilizer the se son of acfive root growth,preferably between mid April and mid August. SPEC I FICATIONS 0 a 1 LB per CY of mix Iron sulfate ■ Bac dl shall be applied in 12"liffs and thoroughly settled with water jetting to eliminate air pockets. I. TREES � 2 LBS per CY of mix Agricultural gypsum ■ To of the rootball shall have the same elevation to adjacent grades that it had in the original growing field, ees shall be ■ Maintenance shall inc , ot limited to,spraying to control or prevent dis weekly water management including a � i talled plumb.Any adjustment necessary to straighten palms due to settling or shifting shall be matle by the ontractor at no soil probing,observation of soil mois u � devices(wher e),and palm tree pruning, � � harge within 12 months after final acceptance of the project. ■ Pruning shall be done with sterilized reci r s not c to prevent transmission of disease causing agents from N � tree to tree,Saw blades sh ri ized before and between pruning of ea b immersing the blade in a solution of � o fifly percent ° ousehold bleach and fifty percent(50%)water for five(5)minutes.The should be kept up to L5.��J W a by the regular addition of more bleach. o rn a