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approved plans R-2016-55.pdf REVI51ON5 BY NOTES: I: TH� ARGHIT�GTURAL SIT� PLf4N IS PRO�/ID�D �OR BU I LD I NC� f4ND 51 T� WORK Lf4Y0UT ONLY. TH� GONTRAGTOR SHALL V�RI�Y ON SIT� ALL C�R?�D�S, �X I STI NC I MPRO�/�M�NTS, PROP�RTY L I N�S �f45�M�NTS, S�TBf4GK5 UTI L I T I�5 f4ND SUBSTRUGTUR�S. ?�LL D I SGR�PANG I�S SH?�LL B� IMMEDIAT�LY DISGUSS�D WITH f4RGH I T�GT/D�51 GN�R/�NG I N��R. 2: f4LL DOWNSPOUTS TO B� REL�f45�D TO TH� GROUND SUR�f4G�, D I R�GT�D f4Wf4Y �ROM BU I LD I NC� �OUND�tTIONS AND DIREGT�D TO LfkNDSGAP�D f4R�f45. 4: TH� C�ROUND I MM�D I ftT�LY ?�DJ?�G�NT TO TH� �OUND�tTION SHALL BE SLOP�D AW?�Y �ROM TH� BUILDINC�. A MINIMUM 5% GRf4D� SLOP� f4Wf4Y �ROM �OUND�tTION �OR ?� MINIMUM DISTANG� O� 10 ��T M�f45UR�D PERPENDIGULf4R TO TH� �f4GE O� THE Wf4LL. (R401.3) � � �XGEPT: s O J f4. I� BU I LD I NG 51 T� DO�S NOT ?�LLOW I O ��T O� � � SLOP�, I ND I GAT� TH� I NSTf4LLATI ON O� DRf41 N5 OR o � SW?�L�S TO �NSUR� DR?�IN?�C�� ?�W?�Y �ROM THE z F � STRUGTUR�. 0 W � � � � B. I MP�RV I OUS SUR�AG�S W I TH I N I O ��T O� TH� � � BU I LD I NC� �OUNDf4Tl ON SHALL B� SLOP�D ?� M I N I MUM "' "' O� 2% AWAY �ROM TH� BU I LD I NC�. �.n � p W V � — � � 5: ON� 51T� DRf41N?�G� NO GONG�NTRAT�D �LOW � Z Y n f4GR055 TH� RIC�HT-O� WAY. NO DRf41NAC�E ONTO W N�I C�HBOR I NC� PROP�RTY. Q � � 6 � � z 6: GONTRf4GTOR'S R�SPONS I B I L I TY TO ALL � � � � UND�RCROUND UTILITI�S. f4ND R�SPONSIBL� �OR W Q �, � DUST GONTROL ?�ND �NSURING TH� ?�R�?� ADJAG�NT � o � TO TH� WORK I S L��T I N A GL�f4N GOND I TI ON. cv � 7: S�� C�RAD� f4ND DRf41 Nf4C�� PLAN �OR S I T� IMPROVEM�NT AND TH� UTILITY GONN�GTIONS. (N) 24" BOX TR�E, 5E� L�4NDSGAP� PL�4N5 �OR (N) WOOD ��NGE 6' HICH (N) WOOD �ENG� 6' HICH DETAIL PROPERTY L I NE PROP�RTY L I NE Y � Y �( __ , m –�C�-�C �C-�X -�C-�C � �C� � � ( H� � � �X HHC � I F_ I w I + — w II /'� o o � � (n U) I� ,� � � � � � � J � – – – – – – – – – � � ,� � IS FL � ,� � � � N (N) PRI�/AGY TR��S z � � 43'- 2 S�� LANDSGAP� � � � / PLt�NS �OR D�T�iIL I � O rt� 20'- " - - - - - - - - - - - � ° -�1 � � '�y . 2ND FL� 76'-5Y2„ 0 � � � � � � � 68'-5" � � � z � � � � 6 0 � 20'-0" � � — � � I � Q � 21 ST� FL. REAR SETBA K r = � � � O m � 25'-0" o rn � � � p PR�POSE �-STOR 21 ST L. REAR SETBAC � d � F.F. = t 350a I I I � ❑ I I � � zo'-o" � � � � 1ST FL. FRONT SETBACK Y (N) PRI�/t\GY TR��S o - - - ' - - - - I 25'-0" �° PLf4N5 �OR D�f41L � 2ND FL. FRONT SETBACK - - - - - - � - - - - - - - - - ow � o PA�I�D. DRI V�WAY � , � � ' � � ow o 0 � � . � � � °° ! � � � � � � � � �- � � � �` �.�II � � � - - - - - - - - - � � �� (N) WOOD ��NG� 6' HICH � � � � } � � PROPERTY L I N� � � v � � � O � I-STORY HOUSE � O � � -� � � � � � v � � � � � � � � �or�5: � S�� L,4NDSG,�P� PLANS �OR PRIV,4GY PLANTING D�TAILS. � Date: p�/16/I�I � �� Ofi��T I 01�1 ��1�1T I 1�1� ��l�l 5cale: �,S-SHOWN s�a��: i/8 -i -o Drawn: L Job: � � � o � io �� 5heet: SGAL� �-�. � 3 Of �heets REV1510N5 BY NOT�S: I: THE ARGH I T�GTUR,4L 51 TE PL,4N I S PROV I DED �OR BU I LD I NC� �4ND 51 TE WORK L?�YOUT ONLY. TH� GONTRAGTOR SHf4LL V�RI�Y ON SIT� f4LL C�Rf4D�5, �XISTING IMPROV�M�NTS, PROP�RTY LIN�S �f45�M�NTS, S�TBf4GK5 UTILITI�S f4ND SUBSTRUGTUR�S. f4LL D I SGR�Pf4NG I�5 SHALL B� I MM�D I f4T�LY D I SGUSS�D WITH ARGHIT�GT/D�SIC�N�R/�NGIN�ER. 2: f4LL DOWNSPOUTS TO B� R�L�f45�D TO TH� GROUND SUR�f4G�, D I R�GT�D ?�W?�Y �ROM BUILDINC� �OUND?�TIONS ?�ND DIR�GT�D TO LANDSGAP�D ?�R�?�S. 4: TH� GROUND IMM�DIAT�LY ?�DJ?�G�NT TO TH� �OUNDf4TION SHALL B� SLOP�D ?�WfkY �ROM TH� BUILDING. ?� MINIMUM 5% C�RAD� SLOP� ?�W?�Y �ROM �OUNDATION �OR f4 MINIMUM DISTf4NG� O� 10 ��T M�f45UR�D P�RP�NDIGULf4R TO THE ��4G� O� THE WALL. (R401.3) EXGEPT: ,4. I� BUILDING SITE DO�S NOT �4LLOW 10 �EET O� SLOP�, INDIG,4TE THE INSTALLATION O� DR,41N5 OR SWAL�S TO �NSURE DR�4INAC�E �4WAY �ROM TH� STRUGTURE. B. IMPERVIOUS SUR��4G�5 WITHIN 10 �EET O� TH� BUILDINC� �OUND�4TION SH,4LL BE SLOPED A MINIMUM OF 2% AW,4Y �ROM THE BUILDINC�. �' � 00 6 J 5: ONE SIT� DR,41N�4C�� NO GONG�NTR,4TED �LOW ,4GR055 TH� RIC�HT-O� W�4Y. � � NO DRA I N,4C�E ONTO NE I C�HBORI NC� PROPERTY. o � z � 6: GONTRAGTOR'S R�SPONS I B I L I TY TO ,4LL UNDERGROUND UTI L I T I ES. AND 0 W � RESPONSIBLE �OR DUST GONTROL ,4ND ENSURING THE ,4R��4 ,4DJ,4GENT TO TH� � � z WORK IS L��T IN A GLE,4N GONDITION. � m � � � o 7: SE� GR,4D� ,4ND DRAIN,4GE PLAN �OR SIT� IMPROVEMENT ,4ND THE UTILITY �.n � � � GONN�GTIONS. V � � � z � � � 4 � � A � � � �- N r � � � � � � � W � O � Q O JW I N F � � � � � � � � (N) Z4" BOX TR��, S�� LANDSGAP� PLANS �OR � o (N) WOOD ��NG� 6' HICH ' D�Tf41L N WOOD ��NG� 6 HICH i = � PROPERTY L I NE PROP�RTY L I NE � Y N TH 9 4 ' , � � � � O � T � m 1 � � I _ w I � �� o �j o � � � o � � � � � � I � � � - - - - - - - � _ ; `L IS FL � I � \ �' ~ � � D � N (N) PRI�/AGY TR��S z � � 43'- 2 S�� Lf4NDSGf4P� � � � � PLf4N5 �OR D�T?�IL I O � � � m 20�_ �� - - - L - - - - - - - - - I o � O � CJ i � _ � � 2ND FL. 76'-5%2" 0 rn � c> � . ,�W rn z — io j �m � 6 � 68'-5" � � � z I � � � 0 � 20'-0" � 4� � < A- I � � 21 ST� FL. REAR SETBA K r � I � 25'-0" o rn � I m � I m i � � � __ __ _ PR�OPOSE 2-STOR 21 ST L. REAR SETBAC I I � I RE5IDENGE F.F. = t 350<4t r < I � � D ,. I I � m � � � � I �' � � � o I � � I - �0'-p„ I � 1ST FL. FRONT SETBACK � (N) PRI�/f4GY TR��S o — — — — — — — �EE L�NT�SG�PE � ° � 0 25'-0" 00 c� i PL?�NS �OR DET?�IL � � � 2ND FL. FRONT SETBACK — — — — — — � — — — — — — — — — — I � � - � � PAV�D. DRIV�WAY �'� ��/ � � o w o 0 0 i � . _� o � � � � � � � � � � � � � � � �LII i � I 9 � � i � � � � � � � � � (N) WOOD ��NG� 6' HIC�H rc� � � � � PROPERTY L I N� � v i i � � O � � I-STORY HOUS� O � � i � � � O � � � � � i � � � � � � � � � � � � �I �� s�,�L�: i�8��=i�_o�� Date: 02/16/17 5ca I e: A5�5HOWN Drawn: L Job: � � � o � io �� 5heet: SGAL� �-� 2 Of 5heets REV1510N5 BY � � 00 6 J V � - - - � � Z � 92'-4" � � a � 21'-4" 15'-4y2" 9'-6" 12'-11Yz" 5'-0" 28'-2" 11'-0" � � � � � m w v Q � J u � Q � � �, °y � — � m � z � � � � � � A °- � , � N z W � 000 � � � o � ° O L O O � p � � i � � r W I N F O I I � � I _ � � I I 20'-4" ° O � � � o � I � � I I C,4izC�4E � � K I TGHEN �S�Ri� . i . �. I � I STUDY — — � OOK � � o � � � - - - - - - - - - � N � � � I � � I � I � I � — — — — — — — — — — — � I � \ / J � _ � _ � � � � L?�UNDi�Y RM � � � � \ � `�' � � � i�ORGH � � / — 0 - - - - - ,� - - - - - � � � � � � �M I L ROOM � � POi�GH FOYER L I�I N RM D I N I NC RM � � B� � � O o I 0 � � . � 0 I N U-J--II � � � � � � � 21'-4" 8'-1 1Y2" 32'-2" 7'-9" 22'-1y2„ 1 1'-0" — � � � N 103'-4" � � � � � O � � O � � w O � � � � � N � � � � � � � �� I �fi �� SGAL�: I/4"=I'_O" � Date: 02/16/I� 5ca I e: AS-SHOWN O �' I Q' I�' Drawn: L � Job: SG�L� 5heet: �_� 4 Of � Sheets REVISIONS BY �, � 00 6 J V � � � Z � z � � O w � � � v � � m w � � a Q � � .n .y � J V 'v f,Q � z u � U� � � � Q � `' , �- r � � � `n � O — — — — — — — — — — — — — — — — — — � z � w � ,� I 65'-3" I � Ll O � � 11'-7yz» 2,-9„ 5,-0" 5'_9" 5'-4Y2,. 9._3" 8'-6yz° 16'-11Y2» 7'-9" � n � � � � � _ I Q 4 � � � I � ❑ ❑ � ❑ � � O ' � .� ' � � I M. GLOS� � B�DROOM #4 O L�UNDizY o � � � _ 0 � � � ;.�, LO�T � � � � � - I � I � � �— _- -� � � I — I � � I M. BEDROOM � B�LGONY � � � � _ I � � I i j 11-� I � �� I � — � I � I N � � � - - � � � � � � - I � � � �I - - - - - - - - - - - - - - - - - N I � � � � I � � � I � _ � � � °' I � � � � A-4 ^ I I�I. l'l I H I I � B-B � � - I �D�0 0 #� O B�D� O M #2 I _ I � � � I I � � I � � O � � i I � I I � � � I � I � �--� � I � I I � � � 7'-10" 10'-11Y2�� 2'-9" 5'-0" 13'-5y2�� 8'-1Y2�� 5'-0" 14'-8y2" � 67'-10" � � � � � � N � � � � O � — — — — — — — — — — — — — — — — — — — — — — — — — � � � -� � "--' o � � � � � � � � � � � � � ��O�O�� 1�� 00� ��1� SG?�LE: I/4"=I'_O" � DLlte: ��'� 5ca I e: AS-SHOWN O 5' I ' I ' Drawn: L Job: SG�LE 5heet: �_� . � s Of a Sheets REV1510N5 BY 1 4 p 12 � " � � � � � � TOP OF PLATE 8 � _ � � � 2 = o0 s J O O Q � � I I � rn o� O � o Z � � 0 w � � F j � v � ENTRY PORGH T.P. 5 � � # Q Z N D �L. �.�. i 2 N D �L. �.�. Z J J - . . . . . . . . . __ . . . . __ . _ . . � � � j � TOP O� PLATE � � N TOP OF PLATE — � m �(� z — . -- - -- - — - — . — . — . — . — U I Z W N � 4 W 6 s A J � 1 � N r z W � � ww � � � Q > � N _ - � O � 0 0 � w T � � (V F O O 4 �� IST �L. �.�. IST �L. �.� NATURAL GRADE — 4 �I ��#� ��l�filO1� � SGf4L�: I/4"=I'-O" (�AST) � � � � � � � � � � o I � � � _ s � - I � I� � � I � � � � � � � � � � �� a � � I � I i �L�Vf�TION NOT�S: � � — I - - � — — Z - - I � �--u O iZ00�. GON TILE ROO� — . — 1 . OSTUGGO WALL �INISH �XTERIOR: ST��L TROW�L SMOOTH � � PL. 1 4� PL. O3 GUSTOM WOOD SOLID GOR� DOORS. 12 OR PAINTED OR STAIN�DIN DARK I � W,4LNUT �INISH O4 DOUBL� GLAZED WINDOWS (TYP.) WITH �� TOP O� PL?�T� l _ _ _ _ _ _ _ _ _ _ TRU� OR SIMULAT�D DIYID�D LITE. WINDOWS SH�iLL t4L50 B� R�G�SS�D f4T L�f45T 2 INGH�S �ROM TH� �/�G� � O� TH� STUGGO � � _ w O5 STUGGO OR PREG,45T STONE SILL (TYP.) � _ � Q � O D,4YL I GHT PL,4NE l�p � � � � � 5 \ � O7 ,4DDRE55 PLAT� � � v � � �NTRY PORGH +� � . O8 �XPOS�D R?��T�R T?�IL � � � (V � � \ Z � 2ND �L. �.�. i / _ � _ _ �9 D�GOR?�TI�/� PL?�NT�R � � � TOP O� PL?�T� N _ T�_ _� _ _ _ _ � � � O I r � � � � �p v �--- � � � 8 N � � N J � W � � � o � I � 0 2 o O o I I 0 0 IST �L. �.�. NATURAL GRAD� Date: 02/16/17 5ca I e: A5-SHOWN Drawn: �. �� 3 Job: SGALE: I/4"=I'-O" (NORTH) 5heet: �_�. � � Of a 5heets REV1510N5 BY 1 TOP O� PLAT� � 8 _ � � � w = 2 s � Q o Q d � I v � � O � � ,q.� z � O 0 w � °c�° 12 � � � v � K � � �f m w ZND �L. F.�. � Z J " o — . — . C°. — — — — •1� „, � � TOP O� PLAT� N V � m � z Z W N � Q W 6 6 A � � � a- N r z w � � � > W w N �d � Q � O O O �j I � � 0 IST �L. �.�. Nf�TURAL GRf�DE 3 4 ��fi ��fi101� � SGAL�: I/4 =1 -O (W�ST) � � � � � � � � � � o I � O � _ s � - � � I� � � � � �i � � D � o o , � , a � � � � �L��/�tTION NOTES: � � i ❑ i I � �l - � - - � - - � - - � �u O ROO�. GON TILE ROO� — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — 1 . OSTUGGO W�iLL �INISH �XTERIOR: ST��L TROW�L SMOOTH � � ��. 4p p�. O3 GUSTOM WOOD SOLID GOR� DOORS. I 1 �2 OR P,4INTED OR ST,4IN�DIN DARK � WALNUT �INISH O4 DOUBL� GLAZED WINDOWS (TYP.) WITH �� _ _ . _ . � . _ TOP O� PLf4T� TRU� OR SIMUL�4T�D DIVID�D LITE. WINDOWS SH�iLL t4L50 B� R�G�55�D f4T L�f45T 2 INGH�S �ROM TH� �?�G� � g O� TH� STUGGO � � _ " O STUGGO OR PREGAST STONE SILL (TYP.) � w = II I II au--ii � � _ � O D,4YL I C�HT PLANE l�p ' � � a — � `0 0 / / � i O7 ,4DDR�55 PLAT� � � � � N � � _ _ 6 � _ ENTRY PORGH T.P. O �XPOS�D Rf4�T�R Tf41L � � � N� / � 2ND �L. �.�. � ~ -� / _ _ . _ . _ . _ . _ . _ O9 D�GOR?�TI�/� PLf4NT�R ,{1 0 W � / � _ TOP O� PLftT� �� _ yZ O � N � � V � � Z � � o N W � � � � 2 � - N � 0 � � 0 0 0 � � 0 0 — . — . — . � . — . — . — . — . — — . — . — . — — . — . � _ IST�L. �.�. 5 NATURAL GRADE NATURAL GRAD� Date: 02/16/I� 5ca I e: A5-SHOWN Drawn: � �� 3 Job: SG,4L�: I/4"=I'-O" (SOLUTH) 5heet: �_� 6 Of a 5heets REVISIONS BY — — — — — — — — — — — — — TOP O� PLAT� ~ � � � � o w S J _ V � M. BATHROOM B�DROOM #2 BEDROOM #3 � � o � �I o Z W � I � H d � � ao � � z H � ENTRY PORGI-I T.P. � m w � � # �n � — . — . — . — . — . — . — . — — . — — — — — — — 2ND �L. �.F. .n .� j � tJ � m TOP OP PLATE _ _ — — — — _ _ _ _ _ TOP O� PLAT� (� z Y n — . — - - - - �J � � � - - - - Q °�- � � N �j - - - - z � � - - - - –1 ��-, � � - - - - w W � � a PORGH DINING ROOM DINING ROOM LI�/ING ROOM FOY�R PORGH i� –� o � N N � O I 0 P.P. 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AND IST FL. ROOF � SLOPE: 4: 12 Date: 02/16/17 1 �� `� Scale: ,45-SHOWN SG?�L�: I/4"=I'_O" O 5I� �� Drawn: L Job: SG�LE 5heet: �_� Q Of 5heets 345.96 346.28 . 346.03 346.29 EAST 50 . 00 ' ,SET MONUMENT ON A 1 'x 1 ' OFFSET INSIDE PROPERTY CORNER BASIS OF BEARINGS 346. 400 TECHNICAL INFORMATION THE BEARING OF TYHE CENTER LINE OF BYRNE AVENUE x346.44 AS SHOWN ON THE " MAP OF SUBDIVISION " A " MONTA VISTA, ASSESSOR ' S PARCEL NUMBER: �75- 16-066 RECORDED IN BOOK " P " OF MAPS, PAGE 20, SANTA CLARA ADDRESS OF PROJECT: 21871 LOMITA AVENUE COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS CUPERTINO, CA AS SHOWN ON THIS MAP . = NORTH 346.27 346.50 �-x x-�46.60 CLIENT ' S NAME: C�T CAPITAL INVESTMENT GROUP � DEED DOCUMENT # 227800J6 ' 346.90 12.3' 346.84 S I Z E 0 F L 0 T: J, J 2 1 S Q F T +/- � He�'1 �, I F ELEV TI N " �� BAS S 0 A 0 S 347. 16 346.52 HBL7 ------------ 346.48 - ' 8•6' GARAGE ELEVATIONS SHOWN ON THIS MAP ARE BASED ON THE NAVD 88 DATUM . � , LEGEND INDICATES RECORD BOUNDARY LINE SHED GARAGE INDICATES BUILDING LINE 11.8' 347. 16 --�--------------- 347. 16 347.34 INDICATES EXISTING FENCE LINE �� I ND I CATES T I E BETWEEN RECORD BOUNDARY 347.03 3 ' HB FF=347.36 g_g� AND BULD I NG L I NE OF RES I DENCE 347.31 ��ou�� T �R INDICATES CONTOUR LINE 3a�.3ao - - - - - - - INDICATES CENTER LINE OF RIGHT OF WAY NOTE APN �57- 16-075 347. 18 APN 357- 16-066 APN 357- 16-065 KUILA � MONDAL WGI INVESTMENTS, LLC ZHANG THIS TOPOGRAPHIC MAP REPRESENTS THE CONDITIONS DOC . #22962616 , 347.22 DOC . #22780096 _ DOC . #2�2�� 1J5 OF THE SITE AT THE TIME THE SURVEY WORK WAS cv � � • INDICATES FOUND 3/4 " IRON PIPE PER J4-M-47 COMPLETED AND SHOWS SURFACE OBJECTS ONLY . � N � o INDICATES SET 1 /2 " x 36 " REBAR, CAPPED " LS 5418 " SUBSURFACE STRUCTURES, IF ANY, INCLUDING BUT NOT � o INDICATES RANDOM SURVEY CONTROL POINT LIMITED TO FOUNDATIONS, PILINGS, UNDERGROUND °� � TANKS AND UNDERGROUND UTILITY LINES MAY NOT `� I 347:68 347.75 ��' ssco INDICATES SANITARY SEWER CLEANOUT BE SHOWN . � � HB INDICATES HOSE BIB � o �z oH INDICATES OVER HEAD z � 348.00 wM INDICATES WATER METER L NDING a HB � qq� W EM INDICATES ELECTRIC METER N 0 T E 347.79 L7 347.83 � 347.96 ------------------- ------------------------ RESIDENCE 12.9 348. 13 12.5 348.02 GM I N D I C A T E S G A S M E T E R THE DRIVEWAY ALONG THE EASTERN BOUNDARY OF THE PARCEL 347.73 X�4.74 IS SHARED WITH THE NEIGHBOR TO THE EAST . THERE IS NO 374.76 Ic� INDICATES IRRIGATION CONTROL VALVE MENTION OF INGRESS, EGRESS EASEMENTS ON THE TITLE REPORT . FF INDICATES FINISH FLOOR ELEVATION FH INDICATES FINISH FIRE HYDRANT 7. 1 ' 348.32 x 348. 19 348.27 ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF . 347.89 RESIDENCE BOUNDARY LINES DELINEATED ON THIS MAP ARE IN RED AND ASPHALT ARE BASED ON THE SURVEYOR ' S OPINION UTILIZING FOUND PHYSICAL EVIDENCE AND RECORD DATA . � 348.33 x x 348.73 SHARED DRIVEWAY EM �SEE NOTE) 12.9' 348. 18 FF=350.24 M . �� LANp S�j9 REFERENCE MAPS ...... ....�........... .. . :6�....?z:5'... 348. 17 348;.33 x� LANDIN 348.7' ❑� 8�B ��P� � �,�9 G�Q (A) SUBDIVISION MAP, " P " -M-20 x 348.23 348:.30 X�' 350.0' 348 82 � e � s, 34:8.75 348.26 O 348.70 STEP CV � 5418 � SSCO 348. 348.85 (B) RECORD OF SURVEY, J4-M-47 s tiQ � � 9�. �Q. x 348.25 348.58 x F�F C A�-Z� 348.57 348.58 - � �: �N = �: GRAPHIC SCALE ;� � �. :�, a a �y so o s so 2o ao Z <��'F � ( IN FEET ) ATTENT I ON � Ba oy 1 inch = 10 ft. OL AND 9S � THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE . 34�e 34�4?� 348:.74 `�rhHLl 348.88 <j.��s � 348.50 OO SSCO '-' DOES NOT CONSTITUTE THE DELIVERY OF MY PROFESSIONAL EDGE ;RIGHT OF WAY PER ASSESSOR MAP � � WORK PRODUCT . THE SIGNED PAPER PRINT IS PROVIDED �� 348.42 ❑W WM. � - � - - - - - 349.01 TO THE CLIENT AS AN INSTRUMENT OF SERVICE . IN EVENT EAST � 50 . 00 � ROBERT J . CRAIG TOPOGRAPHIC SURVEY MAP LANDS OF WGI PROPERTIES, LLC T H E E L E C T R 0 N I C F I L E I S A L T E R E D, T H E S A I D P A P E R P R I N T 348. 13 34e.5� � LICENSED LAND SURVEYOR OFFICIAL RECORDS oF SANTA780 ARA COUNTY MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT 348.42 348.48 348.49 � 348.75 349.57 966 ELSIE MAE DRIVE Situate in SURVEY INFORMATION . I SHALL NOT BE RESPONSIBLE FOR ANY 348.35 - GL JF , x x X - 349.07 BOULDER CREEK, ca 95006 CITY oF CUPERTINO MODIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE, (831) 359-1750 oR (408) 884-3791 County of Santa Clara, OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE . L O M � TA A V E . o; RobertJamesCraig@aol . com State of California SHEET � SCALE : 1 " = 10 ' DRAWN: RJC �oB No. C-16064 (WIDTH VARIES) N; DATE: JULY 2, 2016 APN 375-16-066 INDEX: SANTA CLARA co. ONE WV x 348.80 17'TO FH O 348.81 :. 349.00 , x FIELDWORK. NIB OF ONE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - -- - - - - - - - - - - - - - - - - - - - x 349 46 0 14 � 0 REED ASSOCIATES LANDSCAPE ARCHITECTURE T2 S3 S7 S4 477 SOUTH TAAFFE STREET 1 4 3 fl (N) WOOD �ENG� 6' HIGH (N) WOOD �ENG� 6' HIGH UNNYVALE, ALIF RNIA 94086 408.481-9020 / 408.481-9022 FAX P� �I Iv� � R �� web: www.rala.net / email: paul@rala.net / s . �_� 31 5 � , � � 00 �� o � ° a � g � I � 0 0 0 0 °°O� �° o0 0 0 0 0 ° Oo o � O � / �o° / O o / �o� � � / C.J2 ° o 0 8 0 0 0 0 ° o 0 0 0 � O O �� ° � �°O 0 �O O ° � °� oo ° � �O O o o� � NEW RESIDENCE / / IS FL / � I --� o . .� -- 3 . � �• / 3�� 3 3 � / View Angles from 2nd Story Windows Z 30• / � — G3 0 / / � �► d 21871 LOMITA AVE. �� / � � z CUPERTINO, CA � �� s G A z � rivacy Screening � � / � . T � � pacing 10' O.C. � , z � � m � � o � � ) 0� AN � / � � ISSUE DATE � � � � CITY COMMENTS 12.08.16 � : B S E I � \ SECOND FLOOR WINDOWS CHANGE 12.14.16 ICITY COMMENTS 02.01.17 • I CITY COMMENTS O4.21.17 � C=i �'�� I o � � � - � � I . � . � T V � / . � �. �. �. �. � � � . -�-�� ---- �� . � —�� —�� \ � � o � � �.� . � � � � ---------- � � � � � � � � � � � � � � AU L AY REED� � � No. 2002 � � � EXP. 9/30/17 � 57 ��_� �T �'� � 13 ss Privacy creening �� cP.�� APPLICANT WILL GET A LETTER STATING THAT �5 (N) WOOD �ENG� 6' ��G� � � SCREEN PLANTING IS NOT REQUIRED ON THIS SIDE Spacing 5' O.C. OF THE PROPERTY. PROP�RTr �i�� I-STORY HOUSE OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by � ' Reed Associates Landscape Architecture are and shall remain its property. They are to be used only with respect to this . Project and are not to be used on any other project. • Submission or distribution to meet official regulatory re- ' quirements or for purposes in connection with the Project is not to be construed as publication in derogation of Reed Associates Landscape Architecture, common law copyright or other reserved rights. Approved PJR • Drawn �H Reviewed PJR Project No. 16.65 Scale 1�8"=1'-0" Issue Date 04.21.17 PLANT NOTES� PLANT LIST� PLANT SYMBOLS 1. TNE CONTRACTOR SNALL VERIFY PLANT QUANTITIES FROM TNE PLANTING PLAN. QUANTITIES SNOWN IN TNE LEGEND ARE FOR CONVENIENCE ONLY. �Y BOtANICAL NAME GOMMON NAME aTY. size �Mar�cs wuco�s HEICxHT TREES Tl LAGERSTROEMIA I. 'MUSKOCsEE' MUSKOCxEE GRAPE MYRTLE 1 24" BOX ULTI-TRUNK LOIU 2. NOTIFY TNE LANDSCAPE ARCNITECT IMMEDIATELY IN TNE EVENT OF ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND TNE PLANTING PLAN. t2 PisTacia c+�in��sis CHINESE PIStACHE � 2a�� BOX STANDARD �ow SX INDICATES PLANT KEY 3. PLANT GROUNDCOVER IN SNRUB AREAS AS NOTED, USE TRIANGULAR SPACING. X INDICATES PLANT QUANTITY 4. SEE DETAIL AND SPECIFICATION SNEETS FOR ADDITIONAL INFORMATION. s�RUBs SI RI-IAPI-IIOL�PIS U. 'MINOR' 1'EDDO I-IAUITI-IORN -- 5 GAL LOUJ /� �� 82 DIETES Cs 'YARIECsATA' STRIPED FORTNIC�I-IT LILY 12 5 CxAL LOUJ 5. TNERE WILL BE NO MATERIALS OR PLANT MATERIALS SUBSTITUTIONS WITNOUT APPROVAL OF TNE OWNER OR TNE LANDSCAPE ARCNITECT. s3 CALLISt�MON V.��itt�� o+�r�' DIUA� IUE�PING BOttL�BRUSN � s �a� Low � • � EXISTING TREE TO REMAIN 6. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS (2� MIN.) sa� LIMONIUM PEREZII SEA LAvEND�R n 5 �a� Low � / SS PHORI'11UM H. 'JESTER' I�l'BRID FLAX -- 5 GAL LOUJ �� / 7. IN TNE EVENT OF ANY DISCREPANCIES BETWEEN TNIS PLAN AND ACTUAL SITE CONDITIONS, TNE LANDSCAPE ARCNITECT 15 TO BE NOTIFIED IMMEDIATELY. s� PENStEMON 'DARK tOIUERS' DARK TOIUERS PENSTEMON �m 5 �a� �ow � IN . 'C AC ' lIE 1' A O 19 G O 8. ENTIRE SITE IS TO BE ROUGN GRADED BY TNE GRADING CONTRACTOR TO WITNIN FOOT OF FINISN GRADE. LANDSCAPE CONTRACTOR IS TO FINE GRADE ALL LANDSCAPE AREAS. s8 PITTOSPORUM TEh1UIFOLIUM Ko�u+�u 46 15 CsAL 5� o.c. �ow MINIMUM 6� �r1 �E��T � 89 PODOGARPUS CxRAGILIOR �ERN P01�OGARPUS 5 2�" BOX 10' O.C. MEDIUM MINIMUM 8' IN I-IEICaI-4T 9. ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION. IN TNE EVENT OF CONFLICT BETWEEN TNE PLANS AND UTILITIES TNE CONTRACTOR SNALL NOTIFY TNE LANDSCAPE �- �R � c v��s ARCNITECT. ANY DAMAGE TO UTILITIES, STRUCTURES, OR OTNER FEATURES TO REMAIN, AND CAUSED BY TNE LANDSCAPE CONTRACTOR SNALL BE REPLACED OR REPAIRED BY TNE �� R,a,yEL �� p�A s�� D��P - CONTRACTOR AT NO EXPENSE TO TNE OWNER. �2 BULBINE FRUTESCENS 'YELLOW' STALKED BULBINE --- 1 G,4L ��.�� o.c. �ow 10. TNE WORK IN TNESE DRAWINGS AND SPECIFICATIONS MY RUN CONCURRENTLY WITN WORK BY OTNERS. TNE LANDSCAPE CONTRACTOR SNALL COORDINATE TNE WORK WITN OTNER cz3 SATUREJA DOUGLASII Y�RBA Bu�r�,a --- �L,4ts 1a" o.c. �ow CONTRACTORS. La n d s c a p e P I a n t i n g l. PRIOR TO ANY DIGGING OR TRENCNING, CALL UNDERGROUND SERVICE ALERT -1.800.227.2600 P I a n �� a��, FRONT YARD IMPERVIOUS AREA LIMITATION BEFORE EXCAVATING CALL: 81 1 48-HOURS BEFORE ALL PLANNED WORK OPERATIONS IMPERVIOUS AREA� 847 SQFT PERVIOUS AREA� 994 SQFT � IMPERVIOUS PERCENTAGE � 46� , a a � o 04 8 16 e . Know what's below. � Scale 1�� - stt Cdll before you dig. sheet size =36"x24" Sheet Of (N) WOOD ��NG� 6' HIGH (N) WOOD �ENG� 6' HIGH � ��, — PROP�R-n- Liu� PROP�RTY LIN� REED ASSOCIATES . �� LANDSCAPE ARCHITECTURE i 477 SOUTH TAAFFE STREET � . . . . . . . . . . . . . r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �y . . . . . . . . . . . . . . . . . � . . R . . . ., . . . . . . . . . � .... ... ......, SUNNYVALE, CALIFORNIA 94086 0 0 ■ ' 408.481-9020 / 408.481-9022 FAX . ■ o 0 0 �+ + + + + � web: www.rala.net / email: paul@rala.net � 2 •■ + + + + ■ �• � ■ ■ � G � � ■ �� ■ � � ■ � � � � ■ � i ■ ■ ■ � ■ � ■ ■ ■ � ■ � � � ■ � ■ � � ■ � ■ ■ � ■ � � ■ � ■ ■ � ■ � ■ � ■ ■ � ■ � � ■ � ■ ■ � ■ � � ■ � ■ ■ � ■ ■ � ■ ■ �iri��+ + + + + + + + + � . � O� �Oo 0 ODoo 8 OO �o� O o 00 0 0� o O oO � o0 oO O O o 0 0 0o O� O / :+ + + + + + + + + ■ ■ ■ / ;+ + + + + � � IS FL � I �+ + + + + + + + + : � � . � . + + + + ; .-, � ' � � � �• .� � .� � 3�� 3 � � � �+ + + + + + + + + � Z ' � NEW RESIDENCE . 1 30� / ;+ + + + + . 0 � . + + + + ' 0 . ■ ■ I ;+ + + + + ■ �ci C7 � / � � + + + + � � � � ' ■ , / / �+ + + + + : -� rn � ■ + + + + ' � z � � �� G A z � ;+ + + + + � XI rn ■ O / � + + + + � � � ' ' � � :+ + + + + + + + + ' � � 21871 LOMITAAVE. � . � � � � � m � � � ;+ + + + + + + + + C " � CUPERTINO, CA C . � � , . � � � � .+ + + + + , 1 � 1 . � � / :+ + + �+ + + : . � � � ■ + + + . � \ �+ + + + + . . � e I �+ + + + + + + + + : • I ■ + + + + ' ISSUE DATE , � I (�� + + + + + + + + + ; CITY COMMENTS 12.08.16 �+ + + + + SECOND FLOOR WINDOWS CHANGE 12.14.16 . � � I ■ . � �+ + + + + + + + + : CITY COMMENTS 02.01.17 T , V � � ; + + + + CITY COMMENTS O4.21.17 � � CITY COMMENTS 05.04.17 � � � � � — � �+ + + + + + + + + : �• _--_ '�� ' '�� 30' �� ■+ + + + +' \/ � ■ x ��■�■ ■�■ ■�`�� ■■■�■■■� ��■�■■■�■ ■� ��a ■��■��■■■��■�■`■�■■■■■�� ■■■■�■■■■ ■��■�■ ■�■ ■� ■��■ ■■ ■ , . . � i /\ /\ ' ` / \ \ + T � � T �T T � T T � � T�� + T + T + T T T T � T T � T � � � + � •+ + + + + + + + + ■ �� ■ � ■ � � ■ � ■ ■ ■ � ■ ■ � � � ■ � � � ■ ■ ■ � ■ ■ � ■ � + t t + + + + + + t t + + + �+ + t t + + + + + t t + + + + + + t t + + + + � . r�r� � � + + t t t t + �# + + t t t + + + + t t t t + + + + t t t t + + + + t t t + + + � ------ � 4 + t t t t + + +\ + t t t t + + +� t t t t + + + t t t t + + + + t t t t + + ■ ■ ■ ■ri, � ■ + + + + + + + + + + + + + + + + + �-F + + + + + + + + + + + + + + + + + + + + i � � � y�� ■ �� ■ ■� �■ ��■ �� ■�� ■�■ ■��■ ��■ �� ■��■ �� ■�� ■�■ ��■ ■��■ ■�� ■�� ' "y� � �� Vl � (N) WOOD �ENG� 6' HIGH P L JAY REED � ' • � No. 2002 y PROPERTY L I N� * EXP. 9/30/17 * . ��T _,�Q.�\� F� ��F�. � I-STORY HOUSE OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by Reed Associates Landscape Architecture are and shall remain its property. They are to be used only with respect to this Project and are not to be used on any other project. Submission or distribution to meet official regulatory re— quirements or for purposes in connection with the Project is not to be construed as publication in derogation of Reed Associates Landscape Architecture, common law copyright or other reserved rights. Approved PJR Appendix 6 - Water Efficient Landscape Worksheet IRRIGATION HYDRO-ZONE LEGEND Drawn JH Reviewed PJR Project No. 16.65 PLANTS ARE GROUP TO HAVE MATCHING WATER REQUIREMENTS AND sca�e 1/8"=1'-0" �ssue �ate 05.04.17 Reference Evapotranspiration(ETo) 45.1 MICRO—CLIMATE CHARACTERISTICS. MAWA-Regular Landscape Areas HIGH WATER REQUIREMENT MAWA= (ETo)x(0.62)x((0.55 x LA) + (0.3 x SLA)) + �andscapearea 2,ois s.f. + + MEDIUM WATER REQUIREMENT ETAF .55 average ETAF for regular landscape areas must be 0.55 residential areas,and 0.45 for non-residential areas. + mawa total 31,035 gallons per year ETWU-Regular Landscape Areas LOW WATER REQUIREMENT (DROUGHT TOLERANT PLAMING) ETWU = (ETo)x(0.62)x(ETAF x LA) hydro-zone plant water use plant factor(PF) irrigation method irrigation efficiency ETAF(PF/IE) hydro-zone area ETAF x Area ETWU number 1 low 0.2 drip 0.81 0.247 532 131.4 3,673 2 low 0.2 bubbler 0.90 0.222 591 131.3 3,672 3 medium 0.5 drip 0.81 0.617 688 425 11,875 4 low 0.2 drip 0.81 0.247 207 51 1,429 totals 2,018 738.49 20,650 La n d s c a p e Hydrozone Plan ETAF ciculations total ETAF x area 738.49 total area 2,018 s.f. Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas,and BEFORE EXCAVATING CALL: 81 1 average ETAF 0.366 48-HOURS BEFORE ALL 0.45 or below for non-residential areas. PLANNED WORK OPERATIONS TOTALS � MAWA total 31,035 gallons per year , ETWU total 20,650 gallons per year 0 a � o 04 8 16 e . 33.5 Percentage reduction of Potabel Irrigation Water Know what�s below. � Scale 1�� - stt Cdll before you dig. sheet size = 36"x24" Sheet Of -- -_,\ . 0 (N) WOOD ��NG� 6' HIGH (N) WOOD �ENG� 6' HIGH PROP�RTY LIN� PROP�RTY LIN� REED ASSOCIATES . LANDSCAPE ARCHITECTURE 477 SOUTH TAAFFE STREET � � SUNNYVALE, CALIFORNIA 94086 o • • o • • • • • • • • • • • • • • • • • • • 408.481-9020 / 408.481-9022 FAX ' —'—'—'—'—'—'—'—'—'• g o I I � j I I I I .�� \ / / web: www.rala.net / email: paul@rala.net � I I � j I I I � � / i i i i i i i i ��a� �� j�� I I � I I li � o ° o � o �° � O � ° � o� / o � � � � � � i i � i i i ii o o� o °� 0 ° o 0 0 � o 0 0 o O O � � I I � j I I Y O O ° 0 °°0 8 Oo �o O o 00 0 0 o Oo O o 00 \ O o o � , • I I I I o Do Oo � o o� oo ° °� � o ° o� 0 j I � . � ; , , � , � ,.--r , .P.M. �� , , , � , � r � , , , � , � �I ; � � � 15 � 11.� 3 i i i , i i i �i i , i i i i i i i i i i u --� O � � , � , � � � .� 3 � � C�.P.M. 1 � I I � j I I I ;i �. J � � 3� / � � � ; ; � � � � � 30�/ � o NEW RESIDENCE � � � ; ; � � � �� i � � ; , � � � �� i � • 0 _ � i ; �� i / � / � d � � ; ; � � � � i � / � rn � ' -�' � ' � � �� i � � z � � � � � � �� i �� rn � � � '� � � ' �� i � � � �G''�� ! � I G A � z / � � � � ��`, • I� � I '; i � ' � � � 21871 LOMITA AVE. , � . % ' z � � \`�,_^� � � �� m � � "' � CUPERTINO, CA C � � � � � I ' I„I„I � � c�E; � q��A� � ; i � � � � I � ; � � � ; � ; � � � ,�-'-��, � � � � r � � i � . � � � , , � �; ; � �� 15 " B�S�` � �� V � i ij � n i , � � I � �� i� � ;i�' % 6 L. .L\-.-._._._._/J._.J � ISSUE DATE � � �� • CITY COMMENTS 12.08.16 , \ I 1.5 4 li� \ I SECOND FLOOR WINDOWS CHANGE 12.14.16 � � �. .� CITY COMMENTS 02.01.17 � , � � CITY COMMENTS O4.21.17 . , ' v - � - � �' �� ' �� CITY COMMENTS 05.04.17 � . -�-�� --- �� X�� ;-�. , - . - � • � � � � i - i � � � � . y , _____________ _ __ � __________ . . . . . . . . . . . . . . L._._._._._._._._. _._ ._J - - - �i �i �i -� �i �i ��i �i ---\----\---��-�----- - � \ , �.P�`�"aa� laws and ordinances prior to installation. 0 . '� �� /�-��\�\ �� 9P u� . �—��'�—�\ ��—��-- (N) WOOD �ENG� 6' HIGH � 0 04 8 16 � PA oJ2002EED � PROPERTY L I N� � * EXP. 9/30/17 * Scale 1" = 8 ft syT �� • sheet size = 36"x24" �G� �,L\ � I-STORY HOUSE OWNERSHIP AND USE OF DOCUMENTS All Drawings, Specifications and copies thereof furnished by Reed Associates Landscape Architecture are and shall remain its property. They are to be used only with respect to this Project and are not to be used on any other project. Submission or distribution to meet official regulatory re- quirements or for purposes in connection with the Project is not to be construed as publication in derogation of Reed Associates Landscape Architecture, common law copyright or other reserved rights. Approved PJR Drawn �H Reviewed PJR Project No. 16.65 Scale 1�8"=1'-0" Issue Date 05.04.17 IRRIGATION NOTES DRIP IRRIGATION NOTES IRRIGATION NOTES LEGEND IRRIGATION LEGEND � - � 1. SEE SPECIFICATION AND DETAIL SNEETS FOR ADDITIONAL INFORMATION. 1. REFER TO DRIP IRRIGATION DETAILS FOR TNE LAYOUT AND EXACT DIMENSIONS � � � EXISTING TREE TO REMAIN SNALL BE AI MAX MUM OF 4'IPFROM A LLWA KS, CURBS A DF�A ASAR�E ND `\ � IG�1' DEr-JCRIPTION 2. NOTIFY TNE LANDSCAPE ARCNITECT IMMEDIATELY IN TNE EVENT OF ANY DISCREPANCIES NUMBER OF DRIP LINES SNOWN ON PLANS MAY NOT REFLECT TNE ACTUAL — � BETWEEN TNE ACTUAL SITE CONDITIONS AND TNIS PLAN. NUMBER REQUIRED, TNE SPACING GUIDE SNALL TAKE PRECEDENCE. DRIP LOCATE IRRIGATION MANJ�ArD RRIGATION VALVES IN LArD�vCAPE AREAS. ALL IRRIGATION P.O.C. POINt OF GONNEGtION CGONN�Gt t0 WAtER SERVIG� LIN�) EMITTER LINES SNALL BE ALIGNED TO NAVE A STAGGERED TRIANGULAR 0 va,�s ro ��oca�iN s�cA� v,a�vE aox N ��a,nirn�a�as onLY. �NSURE CONNEGtION GOMPLIES IUItN ALL LOG,4L L,4UJS AND ORDINANCES PRIOR t0 3. TNIS SYSTEM IS DESIGNED TO OPERATE WITN A STATIC WATER PRESSURE OF 70 PSI. EMITTER �AYOUT PATTERN. INStALLAtION. VERIFY WATER PRESSURE PRIOR TO TNE START OF CONSTRUCTION. 2. TNE SUPPLY NEADER AND EXNAUST NEADER, WNEN PVC, SNALL BE BURIED AT � N�TRBJC'N RRIGATION 11�5 WIT�IN D4STING Tf�ROOT ZOrE 4. TNIS PLAN IS DIAGRAMMATIC AND DOES NOT NECESSARILY INDICATE ALL OFFSETS AND A MINIMUM OF 12" BELOW GRADE. FITTINGS REQUIRED FOR A COMPLETE IRRIGATION SYSTEM. 3. INSTALL TNE AUTOMATIC AIR RELIEF VALVE AT TNE NIGNEST POINT ON EACN ----- SGN�DULE 40 - or- GLASS 315 PYG PRESSURE MAINLIN� CSIZE AS NOTED) CIRCUIT OR AS DIRECTED BY TNE PROJECT LANDSCAPE ARCNITECT. - _ _ - SGN�DULE 40 PVG NON-PRESSURE SLEEI(� UND�R PAVEMENT C2X SIZEINSIDE PIPE) 5. LOCATE ALL PIPING IN PLANTING AREAS WNERE EVER POSSIBLE. 4. OPERATING PRESSURE FOR DRIP EMITTER LINE - 20 PSI (MIN.) TO 60 PSI (MAX). CL 200 PvC NON-PRE URE L TE L LINE ( E NOTED) 20 P51 TO BE PROVIDED AT TNE FARTNEST EMITTER FROM TNE P.O.C. VERIFY 1 INDIG,4t�S CONTROLLER StATION NO. 6. ADJUST ALL IRRIGATION NEADS TO INSURE PROPER COVERAGE AND AVOID EXCESSIVE PRIOR TO CONSTRUCTION. OVERSPRAY. 1" INDICAt�S V,4LVE SIZE 5. ON SLOPES GREATER TNAN 8'-O" ELEVATION CNANGE, IT MAY BE NECESSARY 7. COORDINATE AUTOMATIC CONTROLLER ELECTRICAL NOOK-UP WITN PORJECT ELECTRICIAN. TO ADJUST TNE SPACING BETWEEN TNE DRIPLINES. TNE DISTANCE BETWEEN O RAINBIRD IRRIC�AtION GONTROLLER - IESP-SMTE SMART GONtROL Sl'STEM SERIES) TNE DRILINES SNALL BE INCREASED TOWARDS TNE BOTTOM OF TNE SLOPE (ESP-4- MTEI INDOOR WALL MOUNT) WIT�I (�SPSM3/ESPSM6 - STA710N EXPANSION MODULE-AS NEEDED) 8. VERIFY TYPE AND LOCATION OF BACKFLOW PREVENTION ASSEMBLY WITN ALL LOCAL AND DECREASED TOWARDS TNE TOP OF TNE SLOPE. ADJUST IN FIELD TO JURISDICTIONS, PRIOR TO INSTALLATION. PROVIDE PROPER COVERAGE WITNOUT WATER RUNOFF OR DRY SPOTS. IRRIGATION EMITTER LINE TO RUN NORIZONTAL TO SLOPE DIRECTION. IF 8'-O" OF ELEVATION CNANGE OCCUR IN DRIP LINE CIRCUIT, TNEN INSTALL CNECK 9. INSTALL CNECK VALVES AS REQUIRED TO PREVENT LOW-NEAD DRAINAGE. VALVE IN LATERAL LINE TO PREVENT LOW NEAD DRAINAGE. � 'R,4INBIRD' - DRIP EMItt�R LINE GONtROL VALVE (AVB) 10. DETECTOR TAPE SNOULD BE INSTALLED WITN ANY PRESSURE LINES NOT BURIED IN TNE xACZ-ImO-PRF CON?ROL XONE/�ILt�R Klt - I" IMAX.FLOW OF 15 CsPM) SAME TRENCN WITN CONTROL WIRES AND WITN ANY LINES OF ANY KIND UNDER PAVING La n d s ca p e I r r i g at i o n NOT IN A TRENCN WITN CONTROL WIRES. IRRIGATION PIPE SIZING CHART +c�Y D�SCRIPTION 11. INSTALL TWO SPARE CONTROL WIRES ALONG TNE ENTIRE MAIN LINE. SPARE WIRES aI1 SNALL BE TNE SAME COLOR (ONE WITN A WNITE STRIPE> AND OF A DIFFERENT COLOR TNAN OTNER CONTROL WIRES. LOOP 36 INCN EXCESS WIRE INTO EACN SINGLE VALVE CLASS 200 SCNEDULE 40 CLASS 315 O RAINBIRD 1401 (0.25 m) FLOOD BUBBLER ON FLEX TUB� - 30PS1 BOX AND INTO ONE VALVE BOX IN EACN GROUP OF VALVES. •INTERMITTENT-PRESSURE • CONSTANT PRESSURE PIPING �. LATERAL PIPING • CONSTANT PRESSURE PIPING 12. NEW IRRIGATION SYSTEM NOT TO OPERATE WITN A WATER DEMAND OVER 60 G.P.M. 1-1/2 INCNES AND SMALLER. 2 INCNES AND LARGER. Z � � RAINBIRD kFD-09-IS-500(SU�ACE DRIPJ 0.9 CsPH DRIPLINE AT IS" SPACINCx BEFORE EXCAVATING CALL: 81 1 SCNEDULE VALVE OPERATION BELOW LIMIT. 1/2" _= O-4 GPM �� x GZ-mm-P� CONTRo ZONE/FILTER KIT - I" IMAX.FLOIU OF 15 CsPM) 48-HOURS BEFORE ALL • INTERMITTENT-PRESSURE XG�-IO-IS-100 GiF DRIPLINE H�ADER I" DIA AT IS" SPACING PLANNED WORK OPERATIONS 13. SUPPLEMENTAL 'NAND' WATERING OF SWALE AREAS PLANTED WITN SOD MAY BE 3/4' _= 5-9 GPM LATERAL PIPING IS�E IRRICsATION DET,41�S FOR ADDITIONAL II�IFORM,4TION NECESSARY IN WARM WEATNER TO ESTABLISN BIO-SWALE SOD. TNE LANDSCAPE INSTALL PER MANl1FAC7lJI�ER'S SI�CIFICATIONS) CONTRACTOR MUST INCLUDE TNIS IN TNEIR BID AND IN TNE SCOPE OF WORK. DRY SOD �" _= 10-16 GPM �.. _= 9-16 GPM 2" _= 31-48 GPM � WILL BE TNE RESPONSIBILITY OF TNE LANDSCAPE CONTRACTOR. �_�/4„ _= 17-26 GPM 2-1/2" _= 49-65 GPM � a a 1-1/4" _= 16-22 GPM 1-1/2" _= 27-35 GPM 1-1/2" _= 23-30 GPM 3,. _= 66-100 GPM 2„ _= 36-55 GPM e � Know what's below. Cdll before you dig. Sheet Of 30-INCH LINEAR LENGTH OF WIRE,COILED ID TAG:RAIN BIRD VID SERIES WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) CONTROL ZONE KIT: RAIN BIRD XACZ-100-PRF a (INCLUDES: 100-ASVF ANTI-SIPHON VALVE, IN-LINE PRESSURE REGULATING FILTER) REED ASSOCIATES LANDSCAPE ARCHITECTURE PVC SCH 80 UNION 477 SOUTH TAAFFE STREET s SUNNYVALE, CALIFORNIA 94086 INSTALL6-INCHMIN.ABOVE 408.481-9020 / 408.481-9022 FAX HIGHEST POINT OF DISCHARGE web: www.rala.net / email: paul@rala.net 0 PVC SCH 40 MALE ADAPTER UV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) , FINISH GRADE/TOP OF MULCH i� � � � � � ��%� 6-IN MIN. %i�� PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE (1 OF 2) N E W 1 I E S I D E N C E 1 " ANTI—SIPHON CONTROL ZONE KIT WITH PRESSURE REGULATING FILTER 21871 LOMITA AVE. CUPERTINO, CA XACZ-100-PRF 1 2 3 4 AVB IRRIGATION CONTROL VALVE DETAIL ISSUE DATE CITY COMMENTS 12.08.16 SECOND FLOOR WINDOWS CHANGE 12.14.16 'DEEPROOT' BARRIER CITY COMMENTS o2.0,.,� lo^ ru.s. CITY COMMENTS O4.21.17 F"°T°R'' � CITY COMMENTS 05.04.17 CUTTHERMAL Ex`ANS�oN SIDEWALK I SLIP JOINT ]GA.GALVANIZED STEELHAIRPIN. D "DEEPROOT" BARRIER • SEE CHART FOR WIDTH O �� UB-Z4-Z� BENDABOARD PLASTICHEADER NEW TREE BOARD,SEECHART FOR SIZES SEE CHART PLASTIC STAKE FOR THERMAL � � @ 3'O.C.MAX.USE Z� EXPANSION GAP ' PLATED DECKSCREWS FORATTACHMENT U LA �� FINISHED FIINISH GRADE � GRADE GROUNDCOVER � TURF 111=111=111 -111=111=111=111= P�NTINGAREAS �0��0� � AREA 111=111=1 111=111=111=111=11I � N SEE CHART FOR i=m=m= m-iii=m=iii= W TIE � 111-111-111 111=111= MINIMUM I11-111=111= -111- anDluS III�III IIIIII � � � � I�I�III 111= �� =�i� � L�D�E POLE SIDEWALK PA JAY REED -ii ig= iiii�iiiiu � T E STAKE � d, 0. 2002 y secTioN -'�u= P�nN viEw BARK MULCI-I (3") MIN. �n * EXP. 9/30/17 * SET ROOT CROWN AT TOP OF 'DEEPROOT' BARRIER � 1-1/2" ABOVE FINISH TIE MUST BE AT LEAST I/2" = Cl2EATE SAUCER WITN TOPSOIL (6") MIN. ��' �� MINIMUM MAXIMUM THERMAL SLIPJOINT GRADE / / / � �� <�� HDR. AGTUAL RADIUS GROWN EXPANSION HAIRPIN � ABOVE GRADE ��\��\ \��\ �T � SIZE DIME NSIONS POSSIBLE POSSIBLE GAPATSLIPJOINT DIMENSIONS e e a a � a I��-III \III�/I/I\ ///////// ///// /// III III\ IIIIII-II I � EARTN BERM a �� ; ; ;� : ; �� =1 I I-�� o AROUND ROOTBALL MULCN, 1-1/2" DEEP a �i III-II1=1I 1=1I I- �� \ 2X4 33/8".13/8"x20' 36" 16"/?D' 12"-3/4" 11/2"IDx13" � 2' 3 NIGN MIN. GROUND LOCKS I_III_III III- SEEGHART �� (n PVC CAP � . � ��- � . . FORTHERMA� � W/ GRATE " � -IIIIIIII I-11 GENTLY COMPACTED TOPSOIL MIXTURE 1.DO NOT SCREW THROUGH SLIPJOINT EXPANSION GAP FINISN G2ADE � � � / i I I I I I -I I - 2 USECOARSEWOODWORKINGTOOLS � � � i=111 III III 111=111 II = — = TAMPED ADMIXTURE BACKFILL FOR CUTTING 8 DRILLING � -I I I I I I I I I-I I I I I I-I I I I I I 3.I1SE PLATED SCREWS OR RING SHANK / NOTES� �'�-I I I I I I-I I I I I I I I I I-I I I � _I I I-I I I I I I-I I I �I�- NAILSTOJOINBOARDTOSTAKE J I I I I I I ' I I I I I I I I I- 4.ALLOW FOR THERMAL EXPANSION 8 GONTRAGTION III III III III-III IL �� I I I I I I-I I I I I -�� I I I I I I-� BVLEAVINGGAPSINTHESLIPJOINTSORATTHEEND ui=ui ui u=ui = oQ �i I i 1. INSTALL 'ROOT BARRIER' WNERE EDGE OF TREE IS - '=111_-' OFTHERUN(SEECHART) =III III III-III= m III—I ,III III—III WARMWEAT�ER�NSTA«M�N�,P -u=ui �� I LOCATED WIT�IW 5'-O" OF WALK OR CURB. GOLDWEATHERINSTALLMAXGAP �GA. -III III= a� I III'.• �� ROOTBALL � 5 STAKEAPPRox3�o�ooiMOREFORSTRA��HTR�Ns GALVANIZED ��III��III�� 000°� 'i . �� " 2. LWEAR BARRIER SI-IALL BE 'DEEPROOT BARRIER' LESSFORGURVES) STEE�HA�RP�N, = 2X BALL DIA. MIN. SEECHART Li=u=iii - BACKFILL (S EE (UB-24-2) BENDABOARD F°R"'�°T" -iiiiiiui= SPECIFICATION) OWNERSHIP AND USE OF DOCUMENTS COLOR MENDOCINOREDWOOD �i2 � • 3. DEEP ROOT PARNERS, L.P. SLIP JOINT DETAIL . I I I�� 530 WASNINGTON ST. All Drawings, Specifications and copies thereof furnished by MANUFACTIIREDBV:EPICPLASTIC5,104EASTTURNERRD.,LODICA95240 PVC PIPE, PEf2FORATED �a`"°°RESS: `""^".eP"P'as"�.`°"' � -�I , �I� 4" DIA. X 36" LONG SAN FRANCISCO, CA 94111 Reed Associates Landscape Architecture are and shall remain - (415) 781-9700 its property. They are to be used only with respect to this � Project and are not to be used on any other project. -EXISTING SUBGRADE 4. CENTER f200T BAf2RIEf2 ON TREE AND PROVIDE Submission or distribution to meet official regulatory re- PROTECTION FOR A MINIMUM OF 10'-O" LINEAR FEET. quirements or for purposes in connection with the BENDA BOARD PLASTIC HEADER BOARD DETAIL #110 2X DIA. ROOTBALL Project is �ot to be construed as publication in derogation of SCALE:NTS BENDABOARDISINTENDEDFORNON-STRUCTURALUSEONLY Reed Associates Landscape Architecture, common �QW copyright or other reserved rights. Approved PJR Drawn �H Reviewed PJR Project No. 16.65 5 'BENDABOARD' LAWN HEADER (OR EQUAL) DETAIL � 6 TREE PLANTING DETAIL 7 TREE ROOT BARRIER DETAIL 8 SHRUB PLANTING DETAIL S�a�e NTS �Ss�e Date 05.04.17 FINSH GRADE FMSH C�RADE CAMPACT� TOPSOL °� COMPACT� TOPSOL � 3 , 2 RRICaATION � � LOCATOR .. . .. . O OTABLE LPES '' SAPD � 4 W� SAPD N 6 I I I I I �:�0��:��::O:�:� M,o,N w I I � — — —►{I2" f�-MIN. CONTROL AS WIRES � � � � NECESSAR ,'O� '` E . QI I I I I I I I �ECTION I I � I I I I �� — — � � \ � _� � I— — — IRRIGATION LATERAL LINE SEGTION AND POTABLE LINE MAIN E CONDUCTORS I I I I I I ��S„�W,�T� �.��.�� — � I , I , I , I , I — , — eJrr��na oF 1r�cu \�/ \�/ \�/ \�/ \� 'ae°vE eFc"ac`,�c°w`ar � � � � � FNSH GRADE FNSH CRADE TRENCH I I I I I I I I I I I � \ COIvPAC COMPACT� ��AC � � �� TOPSOL °D TO 95S TOPsa- Ru a�� Q fW� � ... � ' � �z0 GENERAL NOTES rzm�an :��•;'saw . " ��anor� :.'sarD ' � LLao N CONTROL :. � � c�.i WRES OBUILDING, PAVEMENT EDGE OR LAWN NEADER ��.� qLL p�p,5� La n d s ca p e �C�� PPNG TO BE 4" MIN. 6" CONDUT $NAKED N O GROUND COVER OR SNRUB PLANTING � n�N. ��s CLEAR Construction Details O3 E.Q. - EQUAL DISTANCE. SEE PLANT LIST FOR DIMENSION SECTION SECTION PLAN VIEW IRRIGATION CONTROL IRRIGATION IJNE AND �ECTRICAL ALL LINES WIRES ONLY CONDUIT JOINT TRB�ICN NOTES� L TAPE MD Bl1�DLE WRNG AT TB�I FOOT MHLVALS. 2 COA�PACT TOPSOL TO 85i N PLAMN('AREAS. 3.SMD BF�DPIG REi]UR�N TRBJCFES WfTH ROCKY TH2RML RYPIGAL ALL SfTUAiION�')LAY PPE ON 2'SFND B�. 4,UPDH2 PAV�AREAS NSTALL ALL RRIGATION LFE$MD CONTROL WRE$N$L�VNG FOR$PECRCATIONS. 5.S�DETAL B�OW FOR TRRJCN RESTORATION DETAL UrDHt A.C.SiR�T PAVNG. 9 GROUND COVER SPACING 10 IRRIGATION TRENCH DETAIL 11 12 . Sheet Of I 2 3 - 9 8 2 4 9 8 2 � OI pFfLU9H FFApg2 _ _ p OI �(1F-Fld18114EADH2 p_3. O2 PREiJSTALL�BARB FRTNO 6 � / O2 PRE-NSTILLL�BAfffi FR'fTX3 - =1 I 1=1 I 1=1 I 1=1 I 1=1 I I 1=I I-i-�i 1=1 I 1=1 I 1= � b � a Q Rus�Por�r wrtu av�cna ort oaT�a�n� O3 RU6H VONf 1MTF1 PVC CAP OR OV710NAL PVC � � PVC BALL VALVE �-!�I I-��I I�T -� 4 �7H�- a i z (� � �,f , �,f eal va,we rJBELA Qa aea�ez oF a�a. _ -1!I-III-III-III-I -111�' � ��^�^ � I I � ��-�-�-� �� i i_i i i-i i i-i i i i_ 5 Z � � e ,�,,�. e _ 'I I I1=1I I-I I � �s � p Y 4� \ O��T� ,TO BE NSTALL� 'I � 9 h �5 PHZWE7Hi DRPLPE PPE TO DE NSTALL� � � RAN BRD XFF4� fTYPK'AU _ Y-4'FROM PHl�ETH2 OF AREA Y'4'RtOM PH2FEfH2 OF AREA _ -1 I I-1 6 7 8 9 �� Q ` '��`'�� ww ar�n w�se�s or�.rE m�cnu � � � Qi w�erto�o set�s or�rF mvicnu '=��_�� 5 � , �,�,.Y�� REED ASSOCIATES =I II �I O I Q c�-suaa�Y�noez � - Y"''- � p Z��,��o�T�„�� ' \ b I 9 PVC SUPPI.Y PVE FROM RAN BRD CONfRq. LANDSCAPE ARCHITECTURE ZOPE IQT<5�TO I+�f LATB2AL ROW I p ��'�'� I \ I Q roT'4L�TM°F�'�°�'��D SUNNYVALEH CAL FORNIA 94086 � 6 � �PVC SC41 40 RI'3H2 PVE � � � � � 1 PVNO�IXC�I.B��5410NRJ N TABLE � � 408.481-9020 / 408.481-9022 FAX � � n p �"�°D`��T I \ QQ avc scN ao rasez a� web: www.rala.net / email: paul@rala.net �� y� I � I � I aQ Mau.e,u�.ePTez rrsetr � /� 0 12 STMLESS ST�..OET1�2 OR MURRAY CLAMP C� lJ�lo o � 6 O PVC 5G1 40 C.4P � -2•-4' O STMLE55 5T�1.OEf1�2 OR MURRAY CLM.P �0 I I 6 I � �C � O I � �� µO PVC 5CH 40 6All VALVE O OPH2AlION PDICATOR j 0 � I � �oa�a,n«a wica,roa � -I � �� avc°Nsc�ao cn°D�a '°� ruw eRn�nooaa ovezrD � � �Q�sa�s�-0owrr sra�s avs-o5o> � � �n avc scx+ao enu.va.ve o� �O D FOR PROPH2 ACNfi �&�«� 3 �Q � p 9 ��' 9 I 3 �� O 7fF SL�Eli TEDOWN STAI�S fTDS-O50> I � R�TO RAN BRD DRPLPE DESY3N IX1DE ,O ,I � 2-3' 2 7 n FOR PROPH2$PACNO � �� y � I I p � � � p � � � � � NEW RESIDENCE 2 7 8 (q� g.My 9 13 14 8 O7 X�BLANK DRIPLINE TUBING� 6 �� a lO BARK MULCH �� $��{ZF�EQN EM�TT�B�X� �� XFD Dripline Maximum Lateral Lengths(Feet) � � �� Q �� XFD Dripline Maximum La[eral Lengths(Feet) O8 BARB X MALE T�READ CO�CTOR= R��R�V�'�QN� 12"Spacing 16"Spacing 24"Spacing �2"Spadng 18"Spacing 24"Spacing RAN BRD XFF-MA FITTING �� Inlet Pressure psi Nominal Flow(gph) Nominal Flow(gph) Nominal Flow(gph) ��& Inle[Pressure psi Nominal Flow(gph) Nominal Flow(gph) Nominal Flow(gph) O3 FNSH GRADE �oisrr�aerw�+u�eu aows aro amei svaa�o ro ee aas�a+ea. L DISTMlCE BETW�J LAT92AL ROWS MD B�RiHt$PACNO TO EE 9O PVC T� CONNECTED TO PVC HEADER T1PE.PI11N�M4197vIL6 Ml�Q�/IN(IEB N 9.EVAlI�N. $EE INSTMlA710N 0.6 0.9 0.6 0.9 0.6 0.9 BAU�QN(SQL T'DE,PUWf MA7�71AL$Ab L'NON(�$N 0.6 0.9 0.6 0.9 D.6 0.9 �GF1G710NS ON RN)�D WEB$IIE�WWW RN6IRD.COM�FOR AI�SIm$PA�N('* 15 273 155 314 250 424 322 BEYA7IQL SEE INSTAl1A110N SPEn'F1G�IONS ON RN)BFD WEB 15 273 �55 314 250 424 322 O4 V AR RBJ� VALVE+ P� 2 LBJ(17H OF LQlOE(iT DRPIlE LA792AL$HOl1D NOT E7(C�'�7FE AN7OA1d 20 318 169 353 294 508 368 ��•��•��' 20 318 169 353 294 508 368 �2 BPACNB BFpWN N TE ACCOhPANYNCI TA&E 2 18rO7H OF LONOE6T DRRI�E LA7H2PL SHOUD NOT IXC� R,4N BIRD ARV050 �Q 3� MIN�v41M DEPTH OF 30 360 230 413 350 586 414 �{��$P/�Q�N 71E ACCOAP/WYNO T/IEIE. 30 360 230 413 350 586 414 TO BE INSTALL�AT HGH PONTS IN ao ass zss aes aoz s�,z a�a ao ses zss ass aoz sez a�a �p Z�� 4" WASI-ED CRAV0. so an zas sza azo �zo asa eo an zas szs azo �zo 488 �� X �.•PVC REDUC62 BUSI-NG ,� ��K n °F ti ba 460 2� 596 455 'aa 5,4 so Qso Z90 596 455 'Bo 5,4 21871 LO M I TA AV E. Ob BARB X FEMALE TH2EAD COMFCTOR= XFD ON-SURFACE DRIPLINE XFD ON-SURFACE DRIPLINE CUPERTINO, CA RAN BIRD XFD-TFA FITTNG 1 DRIP LINE AIR RELIEF VALVE 2 3 DRIP EMITTER LINE DETAIL 4 DRIP EMITTER LINE DETAIL ISSUE DATE CITY COMMENTS 12.08.16 'RAIN BIRD' XF INSERT RTTING SECOND FLOOR WINDOWS CHANGE 12.14.16 TEE MALE ADAPTER TO V2" PVC RISER TOP OF MULCN (XFF-TMA-050) CITY COMMENTS 02.01.17 ALT� BARB TEE FEMAL ADAPTER (XFD-TFA-075) 3/4" RISER CITY COMMENTS O4.21.17 �A µ � �,��Y��.,��a 2 �' °�'-"�"'�'1D� CITY COMMENTS 05.04.17 � �- r9' zorE ar�s�ro i,�r wlezn�ra.ow r�' �2 ��rrsTAu�ea,�e Frrrrro � - - - - �� 3 MJ.W , ,�,� � Q2 PHitiE782 OF AREA 3 . �3 RUSH PONf WRH PVC CAP OR OPTIONAL 1 4 5 8 � !?RL I�p 4 5 �3 P92�Ef82 DRPLPE PPE TO 8E N6TALLID � � � � !'AN � 6 �9 10 7 �PH3rEfHL OF AREA \ 7 Y-4'FROM V92�EfB2 OF AREA EIiW.DB71� 1 O4 dF-SUPPLY FE/1DH2 r/ O PH�l.EfH2 DRVLPE GPE TO BE N6TALL� 2''4'FROM PH�EfH2 OF AREA ..�.... ��%��,��%��, tt Os vr��srn��enRe Frrrrro � >,��,��, �s 6 avC t�ivwx vvE�ruw er�o cormta. =111=111=111 111=111 I =1- 111=111=111=111=111=111=111=111=111 ii111=111=1T1- 1=111- I-11'= � ' ^^^'' � zorF ar<s¢�ro n�r u.�u Row '-I I I-1I1=1 1-1 I 1-1 1-1I I I1=1I1=1I1-1 I 1-1 I 1-1I 1=1I1=1I1=1I I��I ��I I1-1 I I= I I 1=1I I "' 2 HBGLs � ��R�,� � � �„� '-i�I� I I 1=1 I I I I 1=1 I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=' 1=1 I 1=�� 3 0.I I�ELA Q oF-S��Y�noez I I I I I I I I I I1-1I1-1I I I I I I I I I I 1=1I1= I I I I i' LA�DSCAPE � enRe x eam Nserr�• a I I 1=1 =1 I 1=1 I I1=1"=1 I I=1 I 1=1 I 1=��'TIE DOWN STAKE RqN pRp�F_7�Ryp�,y,� 2"-4'�I . O��R�� 'i i.J I 1-1 I I. I 1-1 I I-I I 1-1 i i= TUBING r-a•- - - - - DRPLINE 1 � Qs ToriTOT oc��na� N�r,oei.e�D I i es u� 2 e Ma.e noa,alez risezr 'RAIN BIRD' (LDI6STK) �� O �� O 18" ON CENT� SPACING 6 I �p sra,rLess s�..oenc�«z�anr c�oa.v FINSH GRADE- !� 1D 9 � R�aBorrr��wc caa az oa�aNn� 6 2 a O pp@tA710N MK'ATOR PVC SCH 40 - V2" RISER � � I 1� PVC RIGH2 PPE � � I O RAN 9RD MODB�OPH2M � �1 � PVC 5CN 40 91 RYWCAU 12 PVC 5CH 40 CAP m PAU JAY REED �� A � aQ avc scF+ao ea.i.va.ve � O. 2002 y �nonc�r�r / � �Q �a.�w°R°�se�$°�'u'K Tuer�° O * EXP. 9/30/17 * w w �Q � sTari.e�s sT�.oen�z oa�.aaar ca.ativ a � I BAR6 X 6A�ffi N;�H2T Tff+ Q / � R°�'4o,r��.a�oaT�oaea�o I e �avc�sa+�ao a�i c�rnicn�u nu �T ��\ � � avc scN ao cnv � �n wc scN ao a�v� �U� 1, 9 \ � � ��8��' ��I I�Q p q b � ��se�s�-oowN srn�s cros-oso> PVC SCN 40 T� OR ELL U � � 9 �dBELS'e Rff92 TO RAN 8RD DRPLI�E DESKIN OUDE � � FOR PROPHt U7ACN6 DE6KiN IX1DE ��^� 'RAIN BIRD' XF INSERT FITTING � � � � TOP OF MULCN BARB MALE ADAPT� TO I/2" PVC (XFF-MA-050) a n a i s a �1BEL4 lREL4 r�es e L pBTONCE BE7W�1 LA79tAL ROWS MD B�If792 SPACNf3 TO EE 6A8�ON Sp. XFD Dripline Maximum Laterel Lengths(Feet) � XFD Dripline Maximum Laterel Lengths(Feet) 7YPE,PLMlf MA797NL6 AID CFWJOES N HEVA710PL SEE INSfiWAION 1 9 i2�s - ia••s za••s SPEqF1G710N$ON RNN Blfm WEH 571E(WWW.RM�Ifm.COY)F�R$U,M,ESIm$P/CNf' 12"SPacin9 18"SPacn9 24'SPacin9 Pacng pacinq pacinq 2 18dd7H�F L�T DRPIl�E LA79�AL$FIDILD N�T IXC�7FE IM7�A1A Inle�Pressure ps Nom'nal Flow(gphJ Nom nal Flow(gph) Nom nal Flow(gph) �DI$TMl(�'E BE�1Y��LA79�(1L Q�flb 8�192$P 'A(.N(3 T�9E Inle�Pressure psi Nom'nal Flow(gph) Nom nal Flow(gph) Nominal Flow(gph) BPAG7�BFpNR1 N hE ACCOAPANYN6 TPBLE � 3.PIACE lE DOWH SfAI�S E�ERY 7HREE FFET IN SAND.FOUIt FFET IN LWY,AND FNE FEET IN Q.6 0.9 0.6 0.9 0.6 0.9 ��sa T��11�K5 MD�s N 0.6 0.9 0.6 0.9 0.6 0.9 _' �� . .. . , . cur. ,5 z�3 ,55 3,4 zsa 424 3zz �A70"� �"�"1A70�+��"701�01"""�D"'� �5 z�3 �55 3�4 z5o 424 3zz iiii C OWNERSHIP AND USE OF DOCUMENTS 4.AT Fl11HG5 WXFAE 7NFAE I$A CFUNGE OF dRECIION$UCN AS 7EE5 OR f1B01Y5,USE ��.��.��'�'��'' 20 316 169 353 294 506 366 " .:.; , ,.". .:�. lE-DOWI�STN�S ON E1pi lEG OF 71E CFVNGE OF qRECfKK7. 2o a,e ,69 a5a 2� �08 368 Z�e�oTM a��o�o�r a�r�u�eu s�uD r�or IXc� - - ' _I � _- � �� =�- - All Drawings, Specifications and copies thereof furnished by N�5 I I=1 I I I I I-I I 1=1 I I I I I I I I=I I I I I I I I I=1 I I- ao aeo zao a,a aso see a,a n��scna+o si+own N ne ncca.pnHrHc3 raa�F. 11BEL¢p ao aso zso 4,a aso sas a,a ;I I i I II I II I II I I I I I -_I= I I III II III I II I I I I I I I I I-I I I I I I I I I-I I I I I I I I I-1I i= �I I II I II I I �I I�I I 1= Reed Associates Landscape Architecture are and shall remain 0o ag5 z55 465 4oZ 65Z 4�4 °° 395 z55 ^65 ^°z 65z °�^ i i I I_ �I = =1 I 1=I I 1=I I I=I I I=I I I=1 I I="' "' '- IJ I I=1 I its property. They are to be used only with respect to this so ai� zas szs azo no aee so an zas sza azo �zo asa I_��I ��i=1I I i I 1=1 I 1=1 I 1=1I1=1I1=1I I-1I I- "=1" LANDSCAPE � - --_ _II 111=III-III=III- TIE DOWN STAKE� Pro ect and are not to be used on an other ro ect. III-I -III=1 III- TUBING � Y P � so aeo zeo ssa aas �so aia eo aeo zso ees aee �ao eia = '�I I I1-1I I, I I 1- Iml I I�I�i- 'RAIN BIRD' �DI6STK) DRPLIf� Submission or distribution to meet official regulatory re- 18" ON CBJTER SPACING quirements or for purposes in connection with the XFD ON-SURFACE DRIPLINE FINISH GRADE- Project is not to be construed as publication in derogation of XFD ON-SURFACE DRIPLINE Reed Associates Landscape Architecture, common law copyright PVC SCH 40 - 1/2" OR 3/4" RIS� or other reserved rights. Approved PJR ODrawn �H Reviewed PJR Project No. 16.65 5 DRIP EMITTER LINE DETAIL � 6 DRIP EMITTER LINE DETAIL � DRIP EMITTER LINE DETAIL 8 S�a�e NTS �Ss�e Date 05.04.17 TOP OF MULCN 6-INCN ROUND VALVE BOX= RAIN BIRD VB-6RND NOTES� �•INSTALL BUBBLER ABOVE ROOT BALL AND AT F-IIGN POINT OF ROOT BALL FOR TREES LOCATED ON SLOPES. 1/2„ MARLEX FINISN GRADE BUBBLER STREET ELL 1/2"M NPT X I/2" BARB ADAPTER �� WATERING BERM STEM (SBA-050) BY 'RAINBIRD' �/i�%��%�%� �V��V��V��V�' � SPX-FLE XOO)�BY 'RAINBIRD' ��:�� ;�j��j��i�� FINISN GRADE NOSE (LENGNT AS REQUIRED) FLUSN CAP i I I I.-I I I �� :�. :. I-� � I-� � �.� � . 'RAINBIRD' (MDCFCAP) � I I � � i � : LANDSCAPE DRIPLINE TUBING ROOT BALL I I I � I/2" TNREADED SIDE OUTLET OR 'i�.� PVC SCNEDULE 40 TEE (SXSXT) - MATERIAL BACKFILL - - - OR ELL (SXT) CONNECTED TO 1/2 INCN POLYETNYLENE PIPE II i � I I I I I I , I I IRRIGATION LATERAL LINE I/2"M I NPT X I/2" BARB ADAPTER 'I-IUNTER' I-ICV CNECK VALVE (SBA-050) BY 'RAINBIRD' (NG50M-50-F) La n d s ca p e o O Q�`��V� �� onstruction Details 3-INCN MINIMUM DEPTN OF 3/4-INCN WASNED GRAVEL 9 FLUSH POINT DETAIL 10 11 12 TREE BUBBLER DETAIL . Sheet Of C. CONTROL WIRE LANDSCAPE SPECIFICATIONS 1.4 WARRANTY 1. DIRECT BURIAL REMOTE CONTROL WIRES, U.L. APPROVED TYPE U.F. MINIMUM OF 4 64 INCH VINYL INSULATION. CONSULT VALVE MANUFACTURER'S CURRENT WIRE SIZING F. IRON SULFATE: STANDARD COMMERCIAL BRAND. IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING A. FURNISH OWNER WITH GUARANTEE THAT IRRIGATION SPRINKLER SYSTEM IS FREE FROM C ART FOR REQUIRED WIRE SIZES. C. WOOD CHIP MULCH DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN 1.0 GENERAL ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR, UNUSUAL 2. COMMON RETURN WIRE = WHITE, PILOT WIRE = RED, ORANGE, OR BLACK. ABUSE, OR NEGLECT ACCEPTED. 1. ALL PLANTED AREAS, EXCEPT TURF, SHALL RECEIVE A TOP DRESSING OF MULCH A. THE WORK INCLUDES LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE WORK 3. MAKE SPLICES WITH "SCOTCH LOK" N0. 3577 CONNECTOR SEALING PACKS, OR CONSISTING OF RECYCLED, NON-DYED WOOD CHIPS OR FIR CHIPS, MEDIAN GRIND 3/8 TO INDICATED IN DRAWINGS AND DESCRIBED IN SPECIFICATIONS. B• PROVIDE GUARANTEE FOR REPAIR OR REPLACEMENT OF DEFECTS IN MATERIAL OR APPROVED EQUAL. TO 3/4" DIAMETER. SHREDDED BARK IS UNACCEPTABLE. WORKMANSHIP, SETTLING OF BACKFILLED TRENCHES, AND TO REPAIR OR REPLACE DAMAGE 1. PERFORM WORK IN ACCORDANCE WITH BEST STANDARDS OF PRACTICE RELATING TO RESULTING FROM THE REPAIRS OR REPLACEMENTS OF DEFECTS WITHOUT ADDITIONAL COST TO D. SPRINKLER HEADS, REMOTE CONTROL VALVES, AUTOMATIC CONTROLLER, QUICK COUPLER D. PLANT MATERIAL VARIOUS TRADES, AND UNDER CONTINUOUS SUPERVISION OF A COMPONENT FOREMAN OWNER. CAPABLE OF INTERPRETING DRAWINGS AND SPECIFICATIONS. C. MAKE REPAIRS OR REPLACEMENTS, INCLUDING COMPLETE RESTORATION OF DAMAGED 1. TYPE, SIZE, AND LOCATION INDICATED IN DRAWINGS. 1. COA DARDPPLAN MNAM SL, S COND EDTIONAWIEX EPT OR NAMES NOMENCL DED, REED ASSOCIATES B. PRIOR TO CONSTRUCTION, VERIFY THAT CONTRACT DOCUMENTS REFLECT LATEST REVISIONS, PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, WITHIN A REASONABLE TIME 2. LOCATE REMOTE CONTROL VALVES AND QUICK COUPLERS A MAXIMUM OF 12 FOLLOW THE ESTABLISHED CUSTOMS OF THE NURSERY TRADE. LANDSCAPE ARCHITECTURE INCLUDING PLAN CHECK REQUIREMENTS. AS DETERMINED BY OWNER, AFTER RECEIPT OF WRITTEN NOTICE. INCHES FROM CURB, WALK, OR HEADERBOARD. 2. ALL PLANTS SHALL BE TRUE TO NAME. TAG ONE OF EACH BUNDLE OR LOT WITH THE 477 SOUTH TAAFFE STREET C. CONSTRUCT IRRIGATION SYSTEM USING MATERIAL AND MEfHODS CONFORMING TO D. IN THE EVENT OF FAILURE BY CONTRACTOR TO MAKE REPAIRS OR REPLACEMENTS WITHIN A E. BACKFLOW PREVENTION NAME AND SIZE OF THE PLANT, IN ACCORDANCE WITH STANDARDS OF PRACTICE SUNNYVALE, CALIFORNIA 94086 APPLICABLE PROVISIONS OF UNIFORM PLUMBING CODE, PUBLISHED BY WESTERN TEN DAYS AFTER RECEIPT OF WRITTEN NOTICE, REPAIRS OR REPLACEMENTS WILL BE RECOMMENDED BY AMERICAN ASSOCIATION OF NURSERYMEN. a o s.a s i-s o z o / a o s.a s i-s o z z Fnx PLUMBING OFFICIALS ASSOCIATION, NATIONAL ELECTRICAL CODE, AND OTHER CODES MADE BY OTHERS AT THE EXPENSE OF SUB-CONTRACTOR. 1. BACKFLOW PREVENTERS AS INDICATED IN DRAWINGS OR AS APPROVED BY LOCAL web: www.rala.net / email: paul@rala.net PROPERLY GOVERNING THESE ACTIVITIES AT THE LOCATION OF THE WORK. GOVERNING BODY. 3. ALL PLANT MATERIALS SHALL MEEf THE SPECIFICATIONS OF FEDERAL, STATE, AND E. WARRANN PERIOD FOR IRRIGATION SPRINKLER SYSTEM, 1 YEAR FROM DATE OF ACCEPTANCE COUNTY LAWS, REQUIRING INSPECTION FOR PLANT DISEASES AND INSECT INFESTATIONS. BY OWNER. 2. DO NOT LOCATE IN LAWN AREAS. 1. VERIFY LOCATIONS OF EXISTING UTILITIES WHETHER OR NOT SHOWN IN DRAWINGS. 4. PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, ASSUME RESPONSIBILIN FOR THEIR PROTECTION. 1.5 LANDSCAPE MAINTENANCE AND GUARANTEE 3. SCREEN UNIT WITH PLANT MATERIAL SHOWN ON PLANTING PLAN IN LOCATION OF VIGOROUS, FREE FROM PLANT DISEASES, INSECT PESTS, OR OTHER EGGS, WITH D. THE CONTRACT DOCUMENTS ARE NOT INTENDED TO CONFLICT WITH REQUIREMENTS OF BACKFLOW PREVENTER OR ELSEWHERE ON SITE WHEN DIRECTED BY LANDSCAPE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE GOVERNING ORDINANCES. WHEN DRAWINGS AND SPECIFICATIONS DESCRIBE MATERIALS, A. PROVIDE MAINTENANCE FOR PLANTING AND IRRIGATION FOR 60 CALENDAR DAYS AFTER STAGE ARCHITECT. POINT OF BEING ROOT BOUND. WORKMANSHIP, OR CONSTRUCTION OF BETTER QUALITY, HIGHER STANDARD, PROVISIONS OF ACCEPTANCE. DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE. 4. AVOID USING PVC PIPING IN BACKFLOW PREVENTER ASSEMBLIES. 5. USE ONLY PLANT MATERIALS THAT ARE FIRST CLASS REPRESENTATIVE OF THE SPECIES 1. WORK INCLUDES, BUT IS NOT LIMITED T0, WATERING, WEEDING, MOWING, FERTILIZING, AND CULTIVARS SPECIFIED AND THAT CONFORM TO ALL STATE AND LOCAL LAWS E. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR THE WORK. CULTIVATING, SPRAYING, CUTTING, AND PRUNING NECESSARY TO KEEP PLANTS IN A F. VALVE BOXES GOVERNING THE SALE, TRANSPORTATION, AND INSPECTION OF PLANT MATERIALS. HEALTHY GROWING CONDITION, AND TO KEEP PLANTED AREAS NEAT AND ATTRACTIVE F. BEFORE PROCEEDING WITH THE WORK, VERIFY DIMENSIONS AND QUANTITIES. IN APPEARANCE THROUGHOUT MAINTENANCE PERIOD. 1. CONTROL VALVE BOXES, AMETEK N0. 10-70-00 WITH GREEN COVER LID N0. 10- 6. PROVIDE ONLY PLANTS WITH STRAIGHT, SINGLE TRUNKS, UNLESS OTHERWISE INDICATED N EW R ES I D E N C E IMMEDIATELY INFORM LANDSCAPE ARCHITECT OF DISCREPANCY BETWEEN DRAWINGS, 173-004, OR EQUAL. PROVIDE EXTENSIONS IF REQUIRED. IN DRAWINGS. 2. IMMEDIATELY REPLACE DAMAGED, UNHEALTHY, OR DEAD TREES, SHRUBS, AND SPECIFICATIONS, AND ACTUAL CONDITIONS. COMMENCE WORK IN AREAS OF DISCREPANCY GROUND COVERS WITH SIZE AND KIND INDICATED IN DRAWINGS. 2.2 LANDSCAPE PLANTING MATERIALS 7. THOSE SPECIFIED TO BE MULTI-TRUNK SHALL HAVE AT LEAST THREE MAIN LEADERS ONLY AFTER RECEIVING INSTRUCTIONS FROM LANDSCAPE ARCHITECT. FROM THE BASE. 3. PRIOR TO END OF MAINTENANCE PERIOD, APPLY FERTILIZED 'D' (15-2-6) AT THE RATE A. SOIL G. DIMENSIONS INDICATED IN DRAWINGS ARE APPROXIMATE. PROVIDE OFFSETS, FITTINGS, OF 4 POUNDS PER 1,000 SQUARE FEET UNIFORMLY OVER ALL PLANTING AREAS. 8. PLANTS THAT HAVE ENCIRCLING ROOTS, NOT ROOT BOUND, SHALL HAVE ROOTBALLS LIGHTLY SLEEVES, ETC., REQUIRED TO COMPLETE THE PROJECT. PERFORM SIMILAR OPERATIONS FOR 1. EXISTING SURFACE SOIL, UNLESS OTHERWISE INDICATED IN DRAWINGS, FREE FROM SLASHED ON A MINIMUM OF 3 SIDES TO STOP ENCIRCLING ROOT GROWTH. LIKE CONDITIONS WITHOUT ADDITIONAL COST TO OWNER. 4. UPON COMPLETION OF INITIAL 60 DAY MAINTENANCE PERIOD, NOTIFY LANDSCAPE SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, ROCKS, STICKS, BRUSH OR OTHER 1.1 SUBSTITUTIONS ARCHITECT 48 HOURS PRIOR TO DATE OF INITIAL INSPECTION. DELETERIOUS MATERIALS. 9. THE HEIGHT AND SPREAD OF PLANT MATERIALS SHALL BE MEASURED WITH BRANCHES 2. NATIVE SOIL, MATERIAL EXCAVATED FROM PLANTING HOLES, FREE FROM ROCK OVER 1/2 IN THEIR NORMAL POSITION. MEASURE SIZES OF PLANTS ON THE PLANT LIST. B. GUARANTEE THAT PLANTS AND PLANTING AREAS ARE IN HEALTHY, THRIVING CONDITION FOR INCH IN DIAMETER. A. FURNISH MATERIALS IN QUANTITIES, SIZE, AND MANUFACTURE INDICATED IN DRAWINGS AND AN ADDITIONAL 60 DAYS AFTER INITIAL ACCEPTANCE OF PROJECT BY LANDSCAPE ARCHITECT. A. 5 AND 15 GALLON CAN CONTAINER STOCK SHALL HAVE BEEN GROWN IN THAT 21871 LOMITA AVE. SPECIFICATIONS. 3. IMPORTED SOIL, IF REQUIRED, SANDY LOAM TEXTURE. CONTAINER NOT LESS THAN SIX (6) MONTHS, BUT SHALL NOT HAVE BEEN CUPERTINO, CA B. FOR A PERIOD OF 30 DAYS AFTER EXECUTION OF CONTRACT, LANDSCAPE ARCHITECT WILL 1• FINAL ACCEPTANCE MAY BE GRANTED AT THIS TIME AS DETERMINED BY LANDSCAPE OVERGROWN IN THE CONTAINERS SO AS TO HAVE BECOME ROOT BOUND. CONSIDER FORMAL REQUESTS FROM CONTRACTOR FOR SUBSTITUTION OF PRODUCTS IN PLACE ARCHITECT. A. SUBMIT SOIL SAMPLES AND ANALYSIS OF IMPORTED SOIL TO LANDSCAPE OF THOSE SPECIFIED ONLY UNDER THESE CONDITIONS. 2.0 PRODUCTS ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO PROJECT SITE. B. 15 GALLON CAN CONTAINER STOCK SHALL HAVE A PLANTED HEIGHT OF 6 FEET WITH 1 INCH CALIPER TRUNK. 1. WHEN SPECIFIED PRODUCTS ARE NOT AVAILABLE THROUGH NO FAULT OF SUB-CONTRACTOR. 2.1 IRRIGATION SPRINKLER MATERIALS B. SHOULD LANDSCAPE ARCHITECT REJECT ANY PORTION OF DELIVERED SOIL, FOR ANY 2,3 SOURCE QUALITY CONTROL REASON, SELECT SOIL MATERIAL FROM A DIFFERENT SOURCE AND RESUBMIT TO 2. WHEN IT IS CLEARLY SEEN, IN THE JUDGMENT OF OWNER, THAT A SUBSTITUTION WILL A. PVC PLASTIC PIPE AND FITTINGS LANDSCAPE ARCHITECT FOR APPROVAL WITHOUT ADDITIONAL COST TO OWNER. A. PERFORM INSPECTIONS OF CONSTRUCTION FOR THE FOLLOWING PARTS OF THE WORK: BE TO OWNER'S BEST INTERESTS IN TERMS OF TIME, COST, oR oTHER coNsi�ERaTiorvs. B. ORGANIC FERTILIZERS AND SOIL AMENDMENTS C. SUBMIT A SEPARATE REQUEST FOR EACH SUBSTITUTION. PROVIDE COMPLETE DATA 1• MAIN LINE (PRESSURE) PIPING, TYPE 1 120-1220 SCHEDULE 40, NSF APPROVED, 1. INSPECTION UPON COMPLETION OF PRELIMINARY FINISH GRADING AND IRRIGATION LASCO, JOHNS MANVILLE, OR APPROVED EQUAL. SPRINKLER SYSTEM. ISSUE DATE SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION, INCLUDING PRODUCT 1. COMMERCIAL GRADE ORGANIC FERTILIZERS AND SOIL AMENDMENTS, UNIFORM IN COMPOSITION, IDENTIFICATION, MANUFACTURER'S NAME AND ADDRESS, MANUFACTURER'S LITERATURE, AND A. MAIN LINE PVC PIPE FITTINGS, NPE 1-11 SCHEDULE 40, NSF APPROVED. DRY AND FREE-FLOWING, DELIVERED TO SITE IN ORIGINAL, UNOPENED CONTAINERS, 2. INSPECTION OF PLANTS PRIOR TO LAYOUT. CITY COMMENTS 12.08.16 SAMPLES AS APPLICABLE. EACH BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2. LATERAL (NON-PRESSURE) LINE PIPING, TYPE 1120-1220 SCHEDULE 40, CLASS 3. LAYOUT INSPECTION OF SPOTTED PLANTS. SECOND FLOOR WINDOWS CHANGE 12.14.16 D. MANUFACTURER'S WARRANTIES WILL NOT RELIEVE SUB-CONTRACTOR OF HIS LIABILIN UNDER THE 200, NSF APPROVED, LASCO, JOHNS MANVILLE, OR APPROVED EQUAL. 2. MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED, MAKING IT UNSUITABLE GUARANTEE, ONLY SUPPLEMENT THE GUARANTEE. FOR USE, WILL BE REJECTED. CITY COMMENTS 02.01.17 A. LATERAL PVC PIPE FITTINGS, TYPE 1-11 SCHEDULE 40, NSF APPROVED, 4. INITIAL INSPECTION UPON COMPLETION OF PLANTING AND TREE STAKING, PRIOR TO 1.2 RECORD DRAWINGS LASCO, SLOANS, OR APPROVED EQUAL. A. FERTILIZER 'A': ORGANIC FERTILIZER FOR GENERAL SOIL FERTILITY IMPROVEMENT IN ALL COMMENCEMENT OF MAINTENANCE PERIOD. CITY COMMENTS O4.21.17 TURF AND PLANTING AREAS SHALL BE GRANULATED/PELLETIZED NPE A. FURNISH OWNER WITH A SET OF RECORD DRAWINGS (REPRODUCIBLE VELLUMS) OF IRRIGATION 3. SOLVENT, TYPE APPROVED BY MANUFACTURER OF PIPE AND FITTINGS. USE SCHEDULE HAVING A N6-P20-K20 FORMULA. 5. FINAL INSPECTION AT CONCLUSION OF ADDITIONAL 60 DAY LANDSCAPE MAINTENANCE CITY COMMENTS 05.04.17 SPRINKLER SYSTEM AT CONCLUSION OF THE INSTALLATION. 80 PVC THREADED NIPPLES IN RISER ASSEMBLIES. B. FERTILIZER 'B': ORGANIC FERTILIZER TO BE APPLIED TO LAWN AREAS PRIOR TO PERIOD. SEEDING OR SODDING SHALL BE GRANULATED/PELLEfIZED TYPE HAVING g, LISTED INSPECTIONS WILL BE MADE BY LANDSCAPE ARCHITECT OR AN AUTHORIZED 1. OBTAIN VELLUMS FROM LANDSCAPE ARCHITECT AT COST OF REPRODUCTION PLUS 25 4. USE ONLY PVC PLASTIC PIPE FREE FROM BLISTERS, INTERNAL STRIATIONS, DENTS, N6-P2-KO (WITH 1% IRON). REPRESENTATIVE. PERCENT. WRINKLES, CRACKS, HOLES, FOREIGN MATERIALS, SMOOTH INTERIOR WALL WITH A GLASS- C. FERTILIZER 'C': ORGANIC FERTILIZER TO BE INCORPORATED IN EACH PLANT PIT SHALL B. INDICATE IN RECORD DRAWINGS ALL CHANGES MADE TO IRRIGATION SYSTEM DESIGN. LIKE APPEARANCE. BE A PLANT TAB WITH FORMULA N20-P10-K5, SUCH AS 1. REQUEST INSPECTION BY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF GRO-POWER. TIME INSPECTION IS REQUIRED. A. CONTINUOUSLY AND PERMANENTLY MARK EACH PIPE WITH MANUFACTURER'S 1.3 EXTRA MATERIALS D. FERTILIZER 'D': ORGANIC FERTILIZER TO BE APPLIED TO LAWN AREAS AFTER TURF IS NAME, KIND OF PIPE, MATERIAL, SIZE SCHEDULE OR TYPE, AND MANUFACTURER'S 3.0 EXECUTION QUALIN CONTROL IDENTIFICATION. ESTABLISHED AND AROUND INSTALLED CONTAINER PLANTS A. FURNISH OWNER WITH 2 EACH OF THE FOLLOWING MATERIALS FOR EACH NPE OF VALVE DURING THE MAINTENANCE PERIOD SHALL BE PELLEfED TYPE 3.1 IRRIGATION SPRINKLER SYSTEM ��'�°� AND SPRINKLER HEAD INSTALLED �N THE sYSTEM: B. GALVANIZED PIPE AND FITTINGS COMBINATION CHEMICAL ORGANIC FORMULA N15-P2-K6. � '4p 1. VALVE KEYS. E. SOIL AMENDMENT: IMPORT TOPSOIL TO MEET ORGANIC MATTER CONTENT OF A MIN. OF 3.5% BY A. PREPARATION � 2. SERVICE WRENCHES. 1. WHERE INDICATED IN DRAWINGS, USE ASA SCHEDULE 40 MILD STEEL SCREWED DRY WEIGHT OR 1 INCH OF COMPOST. � -� PIPE, GALVANIZED, WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON 1. COORDINATE INSTALLATION OF SPRINKLER MATERIALS, INCLUDING PIPE, TO ELIMINATE PAU JAY REED rn 3. QUICK COUPLER VALVE KEYS. FITTINGS. "OPTION 1" -REQUIRE IMPORT TOPSOIL TO MEET ORGANIC MATTER CONTENT INTERFERENCE WITH, OR DIFFICULN IN PLANTING SHRUBS, TREES, GROUND COVER, �, 0. 2002 y 4. HOSE SWIVELS COMPATIBLE WITH QUICK COUPLER VALVES. OF A MIN. OF 3.5% BY DRY WEIGHT. EXISTING OR PROPOSED UTILITIES, AND OTHER CONSTRUCTION. RESTORE TO ORIGINAL 5. KEYS TO OPEN AUTOMATIC CONTROL CABINEf. A. GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING. "OPTION 2" -SUBMIT SOILS REPORT THAT IDENTIFIES EXISTING TOPSOIL MEETS CONTOURS AND ESTABLISHED GRADES CHANGED DURING COURSE OF THE WORK. * EXP. 9/30/17 * ORGANIC MATTER OF CONTENT OF 3.5% BY DRY WEIGHT OR GREATER. ��T �� 1 2 RECYCLED COMPOST MATERIAL FROM A PROCESSOR THAT PARTICIPATES � 4, F� �� IN THE U.S. COMPOSTING COUNCIL S STANDARD TESTING ASSURANCE PROGRAM B. INSTALLATION � C. CUT PIPE CUT STRAIGHT AND TRUE. � • � A. IN THE EVENT OF SUCH COMPACTION, CONTRACTOR WILL BE REQUIRED TO 1. PRIOR TO INSTALLATION, LAYOUT AND STAKE PRESSURE SUPPLY LINES, LATERAL LINES, AND D. AFTER CUTTING, REAM OUT ENDS TO THE FULL INSIDE DIAMETER OF THE PIPE. FOLLOWING MATERIAL, PER 1,000 SQUARE FEET, INTO THE TOP 6 INCHES OF SOIL, USING RECULTIVATE COMPACTED AREAS. LOCATION OF SPRINKLER HEADS. OBTAIN APPROVAL LAYOUT FROM LANDSCAPE E. IN CHANGING PIPE DEPTHS, USE 450 ELBOWS. A ROTOTILLER OR SIMILAR MACHINE, THEN THOROUGHLY WATER. 5. SODDING: RAKE AREAS TO FINISH GRADE ELEVATION TO 1 INCH LOWER THAN ARCHITECT. ADJACENT PAVING TO ACCOMMODATE SOD THICKNESS. F. SPRINKLER HEADS 6 CU. YDS. - RECYCLED COMPOST MATERIAL (SOIL AMENDMENT) A. IF EQUIPMENT IS INCORRECTLY LOCATED WITHOUT APPROVAL, RELOCATE PER 25 LBS. - ORGANIC FERTILIZER 'A' A. SPREAD 20 POUNDS PER 1,000 SQUARE FEET OF FERTILIZER 'B' ON SOIL DIRECTIONS OF LANDSCAPE ARCHITECT WITHOUT ADDITIONAL COST TO OWNER. 1. INSTALL TURF HEADS, WHERE ADJACENT TO FIXED OBJECTS SUCH AS HEADERBOARDS, 15 LBS. - SOIL SULPHER SURFACES PRIOR TO SODDING. THEN NEATLY INSTALL SOD SLABS. OWNERSHIP AND USE OF DOCUMENTS 2. CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTION P.O.C. INDICATED CURBS, OR MOWING STRIPS, SO POWERED EDGING TOOLS CAN PASS BETWEEN TURF Z. CULTIVATE EXISTING PLANTING AREAS WITH HAND TOOLS. All Drawings, Specifications and copies thereof furnished by IN DRAWINGS. � � HEAD AND FIXED OBJECT WITHOUT DIFFICULTY. B. STAGGER END JOINTS, TIGHTLY JOINTED WITH NO VISIBLE SPACES. Reed Associates Landscape Architecture are and shall remain 3. PREPARED SOIL MIX FOR BACKFILL IN PITS FOR TREES, VINES, AND SHRUBS, CONSISTING its property. They are to be used only with respect to this A. MAKE CONNECTIONS AT APPROXIMATE LOCATIONS SHOWN IN DRAWINGS. 2• LOCATE SHRUB HEADS MINIMUM 12 INCHES FROM BACK OF CURBS AND EDGE OF OF THE FOLLOWING: C. LIGHTLY WATER AND ROLL ENTIRE AREAS. THEN HEAVILY WATER TO ASSURE WATER Project and are not to be used on any other project. WALKWAYS WHEN SHRUB HEAD IS MOUNTED ABOVE GRADE ON A RISER. PENETRATION OF AT LEAST A DEPTH OF 8 INCHES. Submission or distribution to meet official regulatory re- B. ASSUME RESPONSIBILITY FOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. G. CONTROL VALVES 1�3 YD. - RECYCLED COMPOST MATERIAL (SOIL AMENDMENT) quirements or for purposes in connection with the 6. SEEDING: APPLY FERTILIZER 'B' TO FINISH GRADED SURFACES AT THE RATE OF 4 2�3 YD. - NATIVE SOIL Project is not to be construed as publication in derogation of C. TRENCHING & BACKFILLING 1 LB. - IRON SULPHATE POUNDS PER 1,000 SQUARE FEET. Reed Associates Landsca e Architecture, common law co ri ht 1. INSTALL ELECTRIC, NORMALLY CLOSED ANGLE CONTROL VALVES AS INDICATED IN P PY 9 DRAWINGS AND AS SPECIFIED BY MANUFACTURER. A. USE ONLY SEED THAT IS WEED FREE, FRESH, RECLEANED, GRADE A, NEW CROP or other reserved rights. 1. EXCAVATION INCLUDES REMOVAL OF WATER AND MATERIALS, OR OBSTRUCTIONS OF ANY AND ORGANIC FERTILIZER 'C' AS FOLLOWS (GRO-POWER TABS OR EQUAL) CONSISTING OF THE PERCENTAGE OF MIX AS DESCRIBED IN DRAWINGS. NATURE THAT WOULD INTERFERE WITH THE WORK. 2. SET VALVES IN VERTICAL POSITION, HOUSED IN AMETEK OR EQUAL VALVE BOX WITH Approved PJR 1 GAL: 1-TAB 2. REMOVE FROM THE SITE EXCESS AND WASTE MATERIAL RESULTING FROM TRENCHING REMOVABLE COVER, FLUSH WITH FINISHED GRADE. WHEREVER POSSIBLE, INSTALL IN A 5 GAL: 2-TABS B. LABEL SEED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF AGRICULTURE OPERATIONS. SHRUB AREA. 15 GAL: 4-TABS RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT Drawn �H Reviewed PJR 6-8 TABS FOR BOXED MATERIAL AND SHALL BE DELIVERED TO PROJECT SITE IN BAGS BEARING DEALER'S LABEL AND H. ELECTRICAL WORK GUARANTEED ANALYSIS. Project No. 16.65 3. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH. 4. CONDUCT SOIL PREPARATION AND PLANTING OPERATIONS ONLY UNDER FAVORABLE Scale Issue Date 1. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, THE C. SOW SEED IN 2 DIRECTIONS AT A TOTAL COMBINED RATE OF 10 POUNDS PER 05.04.17 A. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT FOR TRENCHING EXCAVATION STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, OTHER APPLICABLE STATE AND LOCAL WEATHER CONDITIONS. SOIL SHALL NOT BE WORKED WHEN EXCESSIVELY DRY OR WET. 1,000 SQUARE FEEf. INDICATED IN DRAWINGS AND AS NOTED. CODES AND REGULATIONS. A. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO STOP WORK TAKING PLACE DURING D. SOW SEED BY EXPERIENCED PERSONNEL AT A TIME WHEN LITTLE OR NO WIND IS 4. COVERAGES 2. ASSUME RESPONSIBILITY FOR THE COORDINATION OF ALL ELECTRICAL SERVICE A PERIOD WHEN CONDITIONS ARE CONSIDERED DETRIMENTAL TO SOIL STRUCTURE BLOWING. CONNECTIONS TO THE CONTROLLER. OR PLANT GROWTH. A. PROVIDE MINIMUM COVER OF 18 INCHES FOR PRESSURE SUPPLY LINES. C. PLANTING TREES, SHRUBS, 8c VINES E. LIGHTLY RAKE INTO TOP 1/8 INCH OF SOIL. I. FIELD QUALITY CONTROL B. PROVIDE MINIMUM COVER OF 18 INCHES FOR ALL NON-PRESSURE LINES INDICATED F. DO NOT MOW UNTIL TURF IS 2-1/2 INCHES HIGH, AND FOR INITIAL MOWING DO IN DRAWINGS. 1. FLUSH PIPES BY REMOVING HEADS AND OPERATING THE SYSTEM AT FULL PRESSURE 1. DIG PITS FOR PLANTS SQUARE PER DETAIL IN DRAWINGS. NOT MOW LOWER THAN 1-1/2 INCHES. REMOVE ALL CLIPPINGS. C. PROVIDE MINIMUM COVER OF 24 INCHES OVER PIPE UNDER VEHICULAR WAYS. UNTIL ALL RUST, SCALE, SAND, ETC., IS REMOVED. A. LEVEL SIZE OF PITS SHALL BE 2 TIMES DIAMETER OF ROOT BALL, AND ONE-HALF AGAIN AS DEEP AS THE DEPTH OF ROOT BALL. 7. FERTILIZING DURING MAINTENANCE: APPLY FERTILIZER 'D', 30 CALENDAR DAYS AFTER D. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRING. A. DIVERT FLUSHING WATER TO PREVENT PONDING OR SOIL EROSION. PLANTING, AT THE RATE OF 5 POUNDS PER 1,000 SQUARE FEET. 2. TEST PIPING UNDER FULL PRESSURE, WITH RISERS CAPPED FOR A PERIOD OF TWO B. SOIL AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING TO ENSURE ROOT A. REPEAT EVERY 30 DAYS THROUGH MAINTENANCE. E. PROVIDE 3 INCH SAND BACKFILL, ALL SIDES OF PVC PIPE, WHERE SOILS CONTAIN HOURS. PENEfRATION. AVOID SMOOTH CIRCULAR SIDES. GREATER THAN 50% ROCKS OR OTHER MATERIAL 1/2 INCH OR LARGER IN DIAMETER F. WEED CONTROL, PEST CONTROL, & MULCHING WITHIN NATIVE BACKFILL MATERIAL. 3. INSPECT PIPE FOR LEAKS. 2. BACKFILL PITS WITH "PREPARED SOIL" TO THE BOTTOM OF THE ROOT BALL. THEN SET THE PLANT IN AN UPRIGHT POSITION IN CENTER OF HOLE. BACKFILL SPACE AROUND IT 1. WEED CONTROL MATERIAL SHALL BE A PRE-EMERGENT HERBICIDE, TRIFLUROLIN (TREFLAN) D. COMPACTION WITH PLANTING MIX. A. CORRECT ANY LEAKAGE DISCOVERED DURING TESTS. OR DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL, APPLIED ON PLANTED 1. COMPACT BACKFILL FOR TRENCHING TO A DRY DENSITY EQUAL TO ADJACENT A. WHEN THE BACKFILL AROUND THE PLANT IS APPROXIMATELY TWO-THIRDS AREAS. DON'T APPLY TO TURF DEVELOPED AREAS. UNDISTURBED SOIL IN PLANTING AREAS AND TO 90% IN PAVED AREAS. 4. REPEAT TESTS UNTIL SATISFACTORY. COMPLETED, THOROUGHLY WATER. BACKFILL COMPLEfE TO THE GRADE OF THE NOTE: IN CITIES AND FOR PROJECTS THAT DO NOT ALLOW FOR SYNTHETIC PRE-EMERGENTS 5. TEST SPRINKLER HEADS: SURROUNDING AREA. USE A CORN GLUTEN MEAL PRODUCT. 2. CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER 2. CONSIDER IT PART OF CONTRACTOR'S WORK TO CONTROL ON-SITE OR NEARBY PESTS THAT IRREGULARITIES. A. TO DETERMINE THAT THEY FUNCTION ACCORDING TO MANUFACTURER'S DATA, AND B• THE CROWN OF THE PLANT SHALL BE 1-1/2 INCHES ABOVE (MINIMUM) FINISHED ARE DISTURBING THE CONDITION OF LANDSCAPE IMPROVEMENTS. GRADE. 3. PLACE INITIAL BACKFILL ON ALL LINES OF A FINE GRANULAR MATERIAL. B. TO DETERMINE THAT THE INSTALLATION WILL PROVIDE DESIGN COVERAGE. 3. CONTROL OF PESTS INCLUDES, BUT IS NOT LIMITED TO RODENTS, RABBITS, INSECTS, 3. PREPARE A SOIL RING AT LEAST 3 INCHES HIGH AND AS WIDE AS ROOT BALL AROUND DEER, ETC. 4. FOREIGN MATTER LARGER THAN 1/2 INCH IN SIZE WILL NOT BE PERMITTED. 6. ALLOW OR CAUSE WORK TO BE COVERED UP OR ENCLOSED ONLY AFTER IT HAS BEEN EACH PLANT (NOT IN A TURF AREA) TO RETAIN WATER. 5. IF SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN INSPECTED, TESTED, AND APPROVED BY LANDSCAPE ARCHITECT. A. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. 4. REPAIR DAMAGE THAT OCCURS TO THE ORIGINAL CONDITION OF IMPROVEMENTS, OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, MAKE REQUIRED ADJUSTMENTS INCLUDING REPLACEMENT OF PLANT MATERIAL WHEN REQUIRED, WITHOUT ADDITIONAL WITHOUT ADDITIONAL COST TO OWNER. A. SHOULD ANY WORK BE CLOSED OR COVERED UP BEFORE INSPECTION AND TESTS B. REMOVE TURF IN A 24 INCH DIAMETER RING AROUND EACH TREE BASE IN TURF COST TO OWNER. ARE SATISFACTORILY COMPLETED, UNCOVER THE WORK, AND AFTER IT HAS BEEN AREAS. E. HANDLING OF PIPE INSPECTED, TESTED, AND APPROVED, MAKE ALL REPAIRS WITH MATERIALS AS MAY 5. SPREAD BARK CHIP MULCH EVENLY OVER ENTIRE PLANTED AREA, EXCEPT TURF BE NECESSARY TO RESTORE DISTURBED WORK TO ITS ORIGINAL AND PROPER D. PLANTING GROUND COVERS DEVELOPED AREAS, TO A MINIMUM DEPTH OF 3". 1. INSTALL PVC PIPE ALLOWING A SMALL AMOUNT OF EXCESS LENGTH IN THE LINE TO coN�iTiorv wiTHour A��iriorva,� cosr ro owNER. G. PRELIMINARY INSPECTION AND STAGE ACCEPTANCE COMPENSATE FOR CONTRACTION OR EXPANSION OF THE PIPE. 3.2 LANDSCAPE PLANTING PROCEDURES 1. PLANTING SHALL TAKE PLACE IN THE EXISTING PREPARED MOIST AND FRIABLE SOIL, NEVER DRY OR WET AND SOGGY. 1. UPON COMPLETION OF PLANTING WORK, NOTIFY LANDSCAPE ARCHITECT THAT PROJECT A. ACCOMPLISH EXCESS LENGTH BY "SNAKING" THE LINE IN THE TRENCH DURING A. CLEARING & GRUBBING IS READY FOR INSPECTION. TIME OF INSTALLATION. A. THE MOIST CONDITION SHALL EXTEND TO THE FULL DEPTH OF CULTIVATION. 1. PRESERVE EXISTING TREES IN AN UNDISTURBED CONDITION. 2. UPON INSPECTION, IF LANDSCAPE ARCHITECT FINDS ENTIRE PROJECT COMPLETE AND Landsca G 2. HANDLE AND ASSEMBLE PIPE, FITTINGS, AND ACCESSORIES BY SKILLED TRADESMEN 2. SPACE GROUND COVER PLANTS AS INDICATED IN DRAWINGS AND IN THE PLANT LIST. IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, STAGE ACCEPTANCE WILL BE � USING APPROVED METHODS AND TOOLS. EXERCISE CARE TO PREVENT DAMAGE TO 2. ROUGH GRADE EARTHEN MOUNDS TO CONTOURS INDICATED IN DRAWINGS. GRANTED. MATERIALS OR EQUIPMENT. 3. PLANT IN EVENLY SPACED ROWS WITH STAGGERED TRIANGULAR SPACING AND AROUND SHRUBS AND TREES TO WITHIN ONE FOOT. A. KEEP INTERIOR OF PIPES, FITTINGS, AND ACCESSORIES CLEAN AT ALL TIMES. 3. CONSTRUCT MOUNDS WITH ENOUGH EXCESS MATERIAL TO ALLOW FOR FUTURE 3. IF ASPECTS OF PROJECT ARE INCOMPLETE OR IMPROPERLY INSTALLED, CONTRACTOR WILL Specifications SETTLEMENT. BE NOTIFIED AND HAVE 5 WORKING DAYS IN WHICH TO CORRECT OR COMPLETE THE CLOSE OPENINGS IN PIPING RUNS AT THE END OF WORK EACH DAY TO PREVENT 4. NO GROUND COVER SHALL BE PLANTED LESS THAN ONE-HALF OF THE SPECIFIED SPACING WORK. ENTRY OF FOREIGN MATERIALS. A. FINAL LOCATION OF MOUNDS SHALL NOT CONFLICT WITH EXISTING UTILITIES, UTILIN FROM ANY CURB OR WALKWAY. B. BENDING OF GALVANIZED STEEL PIPE WILL NOT BE PERMITTED. BOXES, VALVE BOXES, Erc. E. PLANTING TURF GRASS 4. STAGE ACCEPTANCE WILL BE GIVEN ONLY WHEN ALL WORK IS CORRECT AND COMPLEfE. 3. PERFORM JOINTING BY COMPETENT TRADESMEN SPECIALLY TRAINED IN THE TYPE OF 4. NO COMPACTION WILL BE ALLOWED, EXCEPT FOR NORMAL GRADING AND SHAPING �. AFTER ALL SOIL AMENDMENT AND ORGANIC FERTILIZERS HAVE BEEN APPLIED AND CULTIVATED 5. THE STAGE ACCEPTANCE BY LANDSCAPE ARCHITECT OF LANDSCAPE PROJECT WILL WORK REQUIRED, USING TOOLS AND EQUIPMENT RECOMMENDED BY THE OPERATIONS. INTO SOIL, FINE GRADE ALL AREAS. ESTABLISH THE BEGINNING OF PLANT MAINTENANCE PERIOD. MANUFACTURERS OF THE PIPE, FITTINGS, OR EQUIPMENT. 5. UPON COMPLETION OF GRADING OPERATIONS, SPREAD EXCESS MATERIAL IN AREAS 3.3 CLEANING DIRECTED BY LANDSCAPE ARCHITECT. 2. REMOVE RIDGES AND DEPRESSIONS. AREAS SHALL BE SMOOTH, CONTINUOUS, FIRM A. TAKE EVERY PRECAUTION TO SECURE A PERMANENT, WATER-TIGHT JOINT PLANES THAT ENSURE PROPER SURFACE DRAINAGE. A. UPON COMPLETION OF WORK, REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, AND BETWEEN EACH LENGTH OF PIPE. B. SOIL CONDITIONS SUB-CONTRACTOR'S CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. B. JOINTING PROCEDURES AND METHODS ADOPTED BY CONTRACTOR SHALL BE IN 3. REMOVE ROCKS, SOIL LUMPS, AND DELETERIOUS MATERIALS LARGER THAN 1 INCH, RAKE STRICT ACCORDANCE WITH RECOMMENDATIONS OF MANUFACTURER OF JOINTING 1. CULTIVATE PLANTED AREAS TO A LIGHT AND FRIABLE CONSISTENCY. UNIFORMLY TILL THE AND COMPACT AREAS WITH A 200 POUND ROLLER. B. FINAL INSPECTION OF THE WORK WILL BE MADE BY LANDSCAPE ARCHITECT IN THE MATERIAL USED. 4. AVOID ADDITIONAL COMPACTION OF THE SOILS AFTER TREATMENT. DO NOT PERMIT PRESENCE OF THE SUB-CONTRACTOR WHEN WORK IS COMPLETED. NOTIFICATION SHALL BE VEHICULAR OR EQUIPMENT TRAFFIC OVER AREAS. MADE BY THE CONTRACTOR 48 HOURS IN ADVANCE OF SUCH INSPECTION. ■ Sheet Of �� I ��X REY1510N5 BY I. ALL GONSTRUGTION SH,4LL �XG��D TH� LAT�ST EDITION O� GOD�S ADOPT�D BY LOG,4L BLDC� O��IGIAL. AND ALL OTHER H�ALTH ,4ND T-O GO�/�R SH��T 2 I �� I �O� I T� � X � . G U��T I 1�O G� 5�4��TY GOD�S, ORD I NANG�S �4ND R�QU I R�M�NTS ADOPT�D BY C�OV�RNING �4C�NG1�5. IN THE �V�NT O� �4 GON�LIGT WITH GOD� SUR�/�Y / R�QUIREM�NTS AND IT�MS GALL�D OUT ON THE DR?�WINGS. TH?�T GOD� I TOPOC�R,4PHIG SURV�Y OR GP�LL OUT WHIGH ESTP�BLISH�S TH� HIGH�R STftNDARD SHt�LL T?�K� PR�G�D�NG�. NOTI�Y TH� ARGHIT�GT/D�SIC�N�R/ �NC�IN��R ?�NY L,4NDSG�4PINC� � VIOLf4TION O� GOD� IMMEDIf4T�LY. L I.O Lt�NDSGt�P� PL?�NTI NG PLAN 2. GONTR,4GTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDINC� AND L2.0 Lt4ND5Gt4P� HYDROZON� PLf4N SH,4LL VERI�Y ,4LL EXISTING GONDITIONS PizIOR TO BECINNING O� L2.1 LANDSGAPE IRRIC�,4TION PL,4N WORK. � � L3.0 Lf4NDSGf4P� GONTRUGTION D�Tf41L 3, PAD C�RAD� UNDER BUILDINC� SHf4LL Hf4�/� POSITI�/� SLOP� TO A MINIMUM O� ON� AR�A DRAIN WHIGH SHf4LL B� PIP�D TO STR��T. ?�RGH I T�GTURf4L 4. �INISH C�R,4DE SHALL PROVIDE POSITI�/E DRAINAC�� AWAY �ROM BU I LD I NG ,4ND DR,41 N TO STR��T. A-O S I T� PLAN/L,4NDSG,4PE PL,4N , PROJ�GT DATA, V I G I N I TY MAP ?�-O.I PRIVAGY PROTEGTION PLANTINC� PL,4N � � � 5. IRRIG�4TION SYST�M SHALL BE D�SIGNED TO PRE�/ENT 5�4TURATION O� ,4-2 PROPOS�D IST �LOOR PLAN 50I L AD.IAG�NT TO BU I LD I NG. ?�-2.1 PROPOS�D 2ND �LOOR PLAN � 6. TH�S� PL?�NS ?�R� �OR C��N�R?�L GONSTRUGTION PURPOS�S ONLY. TH�Y ,4-3 PROPOS�D BUILDING EL��/�4TION5 ,n � AR� NOT �XHAUSTI V�LY D�Tf41 L�D NOR �ULLY SP�G I�I�D. I T I S TH� �,-3,� PROPOS�D BU I LD I NG EL��/ATI ONS � � R�SPONSIBILITY O� THE GONTRAGTOR TO S�LEGT, V�RI�Y, R�SOLV�, ,a,_4 BUILDING SEGTIONS Q Q ,4ND I NSTALL ,4LL MATERI ALS ,4ND �QU I PM�NTS. � � ,4-5 PROPOS�D ROO� PLAN o � 7. WH�R� GONSTRUGTION D�TAILS ,4R� NOT SHOW OR NOT�D �OR ANY z � o PART O� TH� WORK. TH� D�T?�ILS SHALL B� TH� S�tM� t45 �OR OTH�R � � � SIMILf4R WORK. � � � ~ N N N 8. WRITTEN DIM�NSIONS T,4KE PR�G�D�NGE OVER SGALED DIM�NSIONS. � � o � � p w �I ELD �/�RI�Y ALL GAB I NET SPAGE ,4ND �I X�D C�L�455 S I ZES, ■n � ,4PPL I ANG�, �I XTUR�S, �QU I PM�NT �TG. GLE,4R?�NG�S. V � � � THE GONTR�4GTOR IS SOL�LY R�SPONSIBL� �OR THE QUALITY GONTROL � z � n I I � I ?�ND GONSTRUGTION STANDARDS �OR THIS PROJ�GT. TH� z �' a �� 1��I �I V� : ARGHIT�GT/D�SIGNER WILL NOT B� OBSER�/ING TH� GONSTRUGTION O� W � � 6 THIS PROJ�GT. �-� � Z � q. DURINC� GONSTRUGTION ST�4C��, I� ,4NY ADDITIONAL EQUIPMENT TO BE � w � O OWN�R: Hf40 GH�N PHONE: (408) 8Z1- 2665 I N S T A L L E D O� G H A N C�� O R D E R S R�Q U E S T�D B Y O W N E R, T H E � Q GONTR�4GTOR SHALL NOTI�Y TH� ARGHIT�GT/D�SICNER/ENGIN��RS � � �4DDRE55: 21871 LOMIT�4 ,4VE . GUP�RTINO, G,4 � �' I MM�D 1,4TELY. APN #: 375-16-066 � � 10. SUBGONTR?�GTORS SH?�LL GOORDIN?�T� TH�IR WORKS WITH �AGH OTH�R OGGUPANGY: R-3N PRO��SSIONALLY. NOTI�Y C��NER?�L GONTR?�GTOR ANY DISGR�PANGY � � � DI��IGULTY. GONSTRUGTION TYP�:: VB ��. TR�4D� NAME �4ND MANU�AGTUR�RS RE��RR�D TO ,4RE �OR QU?�LITY ZONINC�: STAND,4RD5 ONLY. SUBSTITUTIONS WILL B� PERMITTED ,45 APPRO�/ED RI-�1.5 BY OWN�R. � 12. GONTRf4GTOR'S PROPOSf4L INGLUD�S ON TH� SIT� PROJ�GT N�T SIT� AR�f4: �i,�i21 ± SQ.�T. �i,671 ± (NET) SQ.�T. MANAC��M�NT f4ND �I�LD SUP�RVISION f45 R�QUIR�D TO Mf41NTAIN f4 SA�� ,4ND ��I G I ENT WORK PLAGE. � �,4R REGtUIRED: �i,6�1 x 0.45 (45%) = 4,351.�i5 SG2.�T. � M?�X LOT GOV�RAC�: �i,6�1 x 0.45 (45%) = 4,351.�i5 SQ.�T. I �� 13. THE BUILDING ,4ND TH� C,4R,4G� WILL BE REQUIR�D TO H,4V� N�PA 13D � W/ SAN JOS� ,4M�ND,4M�NT SPRINKL�R SYST�M. TH� SPRINKL�R � SYST�M PERMIT IS TR�f4T�D �i5 D��RR�D SUBMITT�tL �� S�TBAGK: � � � �RONT S I DE REAR � � REQUIRED PROVIDED R�QUIR�D PROVIDED REQUIRED PROVID�D � I �� T��; �� Y I ��I OI V� � L��T RIGHT L��T RIGHT � ,,,% � ,4ND G.I. C�f4L�/I N I Z�D I RON '�II� IST. �L. 20'-O" 20'-O" 5'-O" 5'-O" 5'-O" 5'-O" 20'-O" 30'-II" L ?�NCL� GYP.BD. GYPSUM BO�LRD 2ND. �L. 25'-O" 2g'_I" 10' MIN. GOMBINED 25'-0" 15'_O" 10'-O" 25'-O" 34'-8" � I `�� I. �IR� SPRINKLERS R�QUIR�D: TH� OWN�R(S), OGGUP,4NT(S) ,4ND ANY � �T H.B. HOS� BIBB � � GENTERLINE � GONTR?�GTOR(S) OR SUBGONTRAGTOR(S) AR� R�SPONSIBLE FOR INSUL INSULATION � D�TERMIN� I� I�4NY MOD� GA ON OR�PGR�4D� O RD � ORDT R�O � D AM��R OR ROUND INT INT�RIOR � �� I ST �LOOR 2ND �LOOR WAT�R S�R�/I GE I S R�QU I R�D. A ST,4T� O� G,�L I�ORN I A L I G�NS�D (G-16) I I P?�R,4LLEL I N�/ I NV�RT � � IST �LOOR LIVING �4R��4 2,350.4 SQ.�T. S�GTION DIMENSIONS ?�R�?� S�GTION DIM�NSIONS ?�R��4 �liz� PROT�GTION GONTRAGTOR SH?�LL SUBMIT PLANS, GALGUL�4TION5, L P�RP�NDIGULAR M.B. MAGHIN� BOLT � A GOMPL�T�D P�RMIT APPLIGATION AND ,4PPROPRIATE ��5 TO THIS (� PLAT� � � 2ND �LOOR LIVINC AR�A 1,53�1.6 SG2.�T. � �G?�RG�) 21'-3"X 21'-I U2"+10.6 460 C� 13'-3" X g'-p" 106 D�PARTM�NT �OR R�VIEW AND ,4PPROV,4L PRIOR TO B�GINNING # M.G. MEDIGINE GHEST � � TH�IR WORK. GRG S�G. 313.2 AS �4DOPT�D AND POUND OR NUMB�R - � B �RONT 2��_7 ��2�� X 20'-7 I/2 "+D.a 105.3 � �� A.B. ANGHOR BOLT MIN. MINIMUM �� IST �LOOR PORGH AR�A 4�i0.3 SQ.�T. PORGH) I� 57-3 X 25-0 - 12.q -7 -7 1,404.6 AM�ND�D BY GUPMG A/G ASPHALTIG GONGR�TE MTL. M�T�LL I� � G 21'_3" X q'_2" I�i4.4 J(BALGONY) Ib'-I I/2" X 7'-a" - 2.7 122.1 2. WATER SUPPLY R�QUIR�M�NTS: POT?�BL� WAT�R SUPPLI�S SHALL B� N.I.G. NOT IN GONTRAGT 2ND �LOOR B,4LGONY AR�A 122.1 SQ.�T. f4GG. AGGOUSTIG PROTEGT�D �ROM GONT?�MINATION GAUS�D BY FIR� PROT�GTION NTS NOT TO SG,4L� TOTAL L I�/I NG AR�A 3,888 SQ.�T. 17 62'- I/2" X 35'-0" - 15.5 2,156 K q'- 10 I/2" X 2'_q" 27 WAT�R SUPPL I�S. I TI S TH� R�SPONSI B I L I TY O� TH� APPL I GANT ?�ND ANY t�.�.� ?�BO�/� �I N I SH �LOOR E (BAGK GONTR?�GTORS ?�ND SUBGONTR?�GTORS TO GONTAGT TH� WAT�R ALUM ALUMINUM NOM NOMIN,4L GRAG� AREA (Z G,4R G,4R,4CE) 460 SG2.�T. PORGH) 35'_0" X II-0" 38� PURY�YOR SUPPLYING TH� SIT� O� SUGH PR0.1�GT, ?�ND TO GOMPLY W I TH TH� R�QU I R�M�NTS O� THAT PUR�/�YOR. SUGH R�QU I R�M�NTS BLK BLOGK O/G ON G�NT�R TOTAL C�ROSS FLOOR ,4R�,4 4,348 SQ.�T. SHALL B� INGORPORAT�D INTO TH� D�SICN O� ANY W?�T�R-BAS�D OPG. OP�NING G.J. GOLD JOI NT TOT,�L EAVE AREA 28q.4 SQ.�T. �IR� PROT�GTION SYST�MS, AND/ OR �IR� SUPPR�SSION WAT�R SUPPLY GONG GONGR�T� L,4M LAMIN,4TED PL,45TIG SYST�MS OR STORAC� GONTt41N�R5 THAT Mt4Y B� PHYSIG�tLLY PL. PLAT� IMP�RVIOUS AR�A IN �RONT YRAD: 455 SQ.�T. IST �LOOR LIVING AR�A Z,350.4 SQ.�T. GONNEGT�D IN ANY Mt4NN�R TO AN t4PPLIf4NG� G�tP�tBL� O� GONT GONTINUOUS � Gt4USING GONTt4MINATION O� TH� POTt4BL� WAT�R SUPPLY O� THE G.I. GAST IRON PL GL PLAT� C�L?�SS 2ND �LOOR LI�/ING �LR��i 1,537.6 SQ.�T. PUR�/�YOR O� R�GORD. �IN?�L APPRO�/?�L O� TH� SYST�M(S) UND�R PLY PLYWOOD � GONSID�Rf4TION WILL NOT B� C�Rf�NT�D BY THIS O��IG� UNTIL D� DOUC�L?�S �IR � TOT?�L LOT GOV�R?�G� 2,350.4 + 460 + 4�f0.3 + 28�f.4= 3,5�f0.1 SQ.�T. 3�1.1`3o IST �LOOR PORGH AR�A 4�10.3 SQ.�T. GOMPLIf4NG� WITH TH� R�QUIR�M�NTS O� TH� W?�T�R PUR�/EYOR RDWD R�DWOOD �L��/ �L��/f4TION Iu--II O� R�GORD AR� DOGUM�NT�D BY TH?�T PUR�/�YOR ?�S HA�/ING RM. ROOM ,{� � 2ND �LOOR BALGONY AR�A 122.1 SQ.�T. B��N M�T BY TH� ?�PPLIGANT(S), 2010 G�G S�G. �f03.3.5 ?�ND H�ALTH �� XISTING ll-�l � � o f4ND SA��TY GOD� 13114,7 EXIST �XISTING RWL R?�IN W?�T�R L�?�D�R � } .� N 2ND TO IST �LOOR RATIO (135�1.6+ 122.1) / (3,350.4 + 460 + 4�10.3) = 50.3/o TOTAL LIVING ,4RE,4 3,888 SQ.�T. � � SIM SIMIL�tR i 3. GONSTRUGTION SIT� �IR� SA��TY: ?�LL GONSTRUGTION SIT�S MUST �XT �XT�RIOR Iu-�I �t4R 4,348/ �i,671 = 44.q6% C�RAG� AR�A (2 GAR C�ARAGE) 460 SQ.�T. T�MP CL T�MP�R�D GLASS � � 0 GOMPLY W I TH f4PPL I GABL� PROV I S I ONS O� TH� G�G GHf4PT�R 33 f4ND �.E. �I R� �XTI NGU I SH�R � z � o OUR STf4NDf4RD D�T?�I L AND SP�G I�I G?�TI ON S I-7. PROV I D� T�G TONC�UE ,4ND C�ROOVE IMP�R�/IOUS AR�f4 Rf4Tl0: 458/ I,000 (�RONT YARD f4R�f4) = 4�✓.8/o TOT?�L GROSS �LOOR AREA 4,348 SQ.�T. �.�. �INISH �LOOR � � ?�PPROPRIf4T� NOT?�TIONS ON SUBS�QU�NT PL?�N SUBMITTALS, ?�5 � � jK � T.O.G. TOP O� GURB TOTAL �AV� AREA 28�i.4 SQ.�T. 0 f4PPROPRIf4T� TO TH� PROJ�GT. G�G GHP. 33 S J 1-L-I �L. �LOOR T.O.P. TOP O� PLAT� �LII � � .� Y I � I I � I �� 4, ?�DDR�SS I D�NT I�I G?�TI ON: BU I LD I NC�S SH?�LL H?�V� ?�PPRO�/�D TYP TYP I GAL � � v � f4DDR�55 NUMB�RS, BU I LD I NC� NUMB�RS OR APPROVED BU I LD I NC� �.O.G. �f4G� O� GONG � u UON UNL�SS OTH�RWISE NOTED I D�NTI�I GAT I ON PLf4G�D I N A POS I TI ON THf4T I S PLf41 NLY L�C�I BL� AND �.O.B. �AG� O� BLOGK � W VISIBL� �ROM TH� STR��T OR RO?�D �RONTINC� TH� PROP�RTY. TH�S� �.O.S. �AG� O� STUD �G�� /�RTIGAL GR?�IN DOUGL?�S �IR � �d l E�a�� ' � ; TOTAL LOT GO�/�RAGE 2,350.4 + 460 + 4�{0.3 + 28�{.4= 3,�✓�f0.1 SQ.�T. 3�1.1� NUMB�RS SI-I?�LL GONTR?�ST WITH TI-IEIR B?�GKC�ROUND. WH�R� R�QUIR�D �sL., �ioR Art as Ttae�alles Ave = � r�"�n-m-�.:- � � � ` K ' BY TH� �I RE GOD� O��I G I f4L, ?�DDR�SS NUMB�RS SHf4LL B� PROV I D�D �DN �UNDATI ON w� W I TH �" �,;,,c�' na 1vE " WG W,4T�R GLOS�T �� - �' ��"'��, �,�, f w p+��P�,+� I N ?�DD I TI ONAL ?�PPRO�/�D LOG?�TI ONS TO �?�G I L I TAT� �M�RC��NGY �U R �U R N,4 G E � `�hy " � � I lelena br n g � � - � � v �; , R�SPONS�. f4DDR�55 NUMB�RS SH?�LL B� AR?�BIG NUMB�RS OR WH W,4T�R HEAT�R �� ; � f4LPH?�BETIGf4L L�TT�RS. NUMB�RS SHf4LL B� f4 MINIMUM O� 4 INGH�S �TG �OOTING r+,�ror�mata� � �o�,est��tlRd� �EH�,�n��,e��a �+,o�,�ps�e�.,,: � WW� W�LD�D WIR� �ABRIG R�nct�osanantonio (101.6 MM) I-IIC�I-I WITI-I �4 MINIMUM STROKE WIDTI-I O� 0.5 INGI-I (12.�1 MM). 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