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NOTE:A R NS TO UN / � �7
ROOF DOWNSPOUTS TO DIRECT RUNOFF ONTO LANDSCAPE AREAS WITHIN THE �\ -/ �~/�'� �i
ONTO LANDSCAPE AREAS WITHIN THE PROPERTY. �+� �
PROPERTY. NOTE:ALL EXISTING I
NOTE:ALL EXISTING DRAINAGE SHALL NOT TRIGGER RUNOFF
DRAINAGE SHALL NOT TRIGGER RUNOFF ONTO ADJACENT NEIGHBORS SITES 6FT.TALL FENCE u
6FT.TALL FENCE � \' ` ��
ONTO ADJACENT NEIGHBORS SITES. TO REMAIN AT �
TO REMAIN AT � ��••�
� o SIDE&REAR PROPERTY LINES-TYP �OG.00� I��7O�O7��J�J��E SIDE&REAR PROPERTY LINES-TYP Q F-i r�
100.00 N20 07'55"E Q - ,- --. - � �T� � � �
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V NOTE:ALL EXISTING (E)FIG TRI?ES � Q � � M � � O
NOTE:ALL EXISTING � Q (E)FIG TREES � w� �� � � �
I w m 6FT.TALL FENCE , in �W
6FT.TALL FENCE � o� � TO REMAIN AT _ _ __ __ �� s�i,cr nnF rT ,
TO REMAIN AT ° SIDE&REAR PROPERTY L;NES-TYP � ^
SIDE&REAR PROPERTY LINES-TYP EXi:TING AWAY
EXISTING AWAY O � I O � Z ��
LAWN AREA � FROM N (E)AP LE TRI?I? � LAWN:'�Rnri FROM NEW �
� DRAINAGE � STRUCT. � rTl
� DRAINAGE � STRUCT. A 4
PATTERN TO REMAIN TYP. � � w �
A PATTERN TO REMAIN A I I o TYP� N A I I
UNCHANGED UNCHANGED �
EXISTING � v
LANDING Ex1 �eni�nce�orF a 27.5' LANDING GAS METER � O � H� �
DKAIVAGE NOTE A: 27.rJ� (},4S � A.LOTS SHALL BEGRAU�D�CO DRAIN SURFACE TO BE RELOCATED I� O
A.I.()TS SHALL BE(iRAfJED TO DRAIN SURFACE TO WATER AWAY FROM F()l1VIJATION WALLS.THE UPGRADE�E� � I u � �
WATER AWAY FROM FOUNDATI()N WALLS.THE UPGRADE�E� I I I GRADC SHALL FALL A MINMUM OF 6"WITHIN THE r1
GRADE SHALL F.4LL A MINIMUM OF 6"WITHIN THE FIRST 10 FT.WHF.RF.I.()T I.IVFS,WALLS,SLOPES OR r , �
ELECTRIC �� � l
FIRST 10 FT_WHERE LOT LINES,WALLS,SLOPES OR ELECTRIC ti � OTHISR PHYSICAL BARRIBRS PROHIBIT 6"OF FALL METER TO � ZO�-O� �n l ! � v
OTHER PHYSICAL BARRIERS PROHIB[T6"OF FALL METER TO WITHN 10 FT.DRAMS OR SWALES SHALL BE -
WITHN 10 FT.DRAINS OR SWALES SHALL BE 20-O CONSTRUCTED TO ENSI:RI:DRAINAGE AWAY FROM ZOO AMP
200 AMP EXISTING FRONT SETBACK v � `p �-+
CONSTRUCI'ED I'O ENStiRE DRAINAGE AWAY FROM EXISTING THE STRUCTURE. � �
THfSTRUCTURI�:. r/��
Z - GAS METER � I�1 M �
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5 FT. NEW LOCATION � � �
5 FT. N'CE i
X � PUE � � X X �� � H� � N F+1
- - - - � NEW PITTOSPORUM �� � � �{ �
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PATIO N �
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� EXISTING x M LA N AREA 5%MIN.SLOPE AWAY I �
LAWN AREA W
DRAINAGE DR INAGE FROM BLDG.TYP.TO(E) �
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co 10.0' A� AMBER Dswi � UNITS LANDING � �
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DS W/ � UNITS LANDING TPLP SH BLKS. HAS BEEN PROPOSED IN �
SPLASH BLKS. I � �
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AWAY AWAY I Q/,�
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STRUCT. I TYPUCT. I O
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DS W/ GARAGE FROM BLDG.TYP.TO(E)
SPLnsx BLxs. ns W SETBA K GARAGE O
EXISTING REAR SPLASH BLKS. EXISTI G REAR
SETBACK TYP. LAWN AREA �
TYP. �
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IiXTEND PP.NCIi UP TO �������������������������� ������ O � � � �������������������������� __ �� I� W \ O
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THE BUILDING LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLL Z �ywj \ LLLLLLLLLLLLLLLLI I I I I I I I I.L LLLLL J �Y CORNER �
LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL J N LLLLLLLLLLLLLLLLLLLLLLLLLL LLL _ F
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CREATE NEW i ���� ���������������� ���� Q N w o �� ��������������������� ���� ?i �
o �� ��������������������� ���� � � a � �N DRAINAGE a ������������������������� ���� WAY fn N
DRAINAGE a ������������������������ ���� � ����������������������� ���u = \ �/
����������������������� ���� 'P � SWALE ����������������������- u_�� N O'lal
SWALE ����������������������- ���� iV � O'w \ � ����������������������� ��� v W� (y,
� ���������������������� ���� I^ W� THiS SiDE 3 �(n 1�1 �
TH1S SIDE � ��������������������u�� ����
� ����������������������� ���� � c n � w
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�� ��������t�� �L����� ���� WALK z �� ����������������������� ���� \ W
�� ����������������������� ���� �� ����������������_������ ���� �55'�
�� ����������������������� ���� waY � �SS•6 NOTE:A �� ���������������_������� ���� 7
�� ����������������������� ���� �u��u��u��u���� � � VERIFY OR \ M�� S��OoO� 1`� �
�u��u��u��������� � ROOF DOWNSPOUTS TO DIRECT RUNOF ��� �������������.��������� ���� 7g
ROOF DOWNSPOUTS TO DIRECT RUNOF � ��� ���������������������� ���� \ Mu S��OoOZS � ��� ������������_�������� ��� 5, INSTALL � �
��� ��������������������� ��� ONTO LANDSCAPE AREAS WITHIN THE ��� ������������.��������� NEW SEWER
ONTO LANDSCAPE AREAS WITHIN THE ��� ��������������������� ��� �����������'_������ �� /
��� ������������������ �� PROPERTY. I ���� ������������� ����� I /
PROPERTY. I ���� ������������� ����� I ���� �������� ��� ������� / I O �
���� �������� ��� ������� DRAINAGE SHALL NOT TRIGGER RUNOF� ���� ��� ���������������� \
DRAINAGE SHALL NOT TRIGGER RUNOF ���� ���� ���������������� ���� ��������������������� /
���� ��������������������� \ ONTO ADJACENT NEIGHBORS SITF,S. I ������u_����������������� I X 0 2 4 6 10 FT.
ONTO ADJACENT NEIGHBORS SITES. I ������������������������� I ����������_����������������� r \ T \
LLLLLLLLLLLLLLLLLLLLLLLLLLL �/ / LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL NEW , / , /
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL /� LLLLLLLLLLLLL_LLLLLLLLLLLLL
NEW LLLLLLLLLLLLL_LLLLLLLL WATER V r
L��LLLLLLLLL�LLLLL����LLLLL wnrea I ����������������� I MEfER REMOVE EXISTING DRIVEWAY
LLLLLLLLLLLLLLLLLLLLLL I LLLL I
I ����������������� I METER / LLLLLLLLLLLLL AND INSTALL NEW CURB AND GUTTER
�������������
LLLLLLLL EXISTING /
I ���� I
/ � I CURB CUT TO BE REMOVED / HEDGE G EXISTING II
� p I LIQUID P,MBER PER CITY STANDARD DETAIL I-16
EXISTING SEE SHEET A1.2
/ LIQUID AMBER � I PER �IRYESTAND�ARD
I NEW I I - TREE Pf20TECTION
CURB CUT TREE PROTECTION DETAIL I-20 S J FENCE PER CITY � AM
_ _ _ _ _ _ _ J FENCE SH€£T�C�• STAfJDARD DETAIL6-4 (TYP.)
�a._o.
�a,_a. SEt SHEET A1.2 C
W p,Y p
EN DATE
SEPARATE PERMIT IS REQUIRED ��'�D 5.99 SEPARATE PERMIT IS REQUIRED ` n ' � 55�99 U.16.�5
FROM P.W. DEPT. FOR WORK IN CITY'S FROM P.W. DEPT. FOR WORK IN CITY'S �t V\1 A 3��55�LOoOZN 3/32�� - ��-O��
R.o.w. �„5 ,LOoOZN R.o.w. '�D�,v V -
_ � CL - � .
' 9 ' 9 9 BROKDEN E�X STOINGRS DEWALK PAS�D OR � - '
/ 2 4 � 1 4 - 6 DIRECTED BY THE PUBLIC WORKS / 1 O O N O RTH H
INSPECTOR i
i /
/ i
i �•
■
CORNER TRIANGLE CALCULATION CONTROLLED INTERSECTION CORNER TRIANGLE CALCULATION UNCONTROLLED INTERSECTION 3/32�� _ ��-o��
❑F SHEETS
SITE DRAINAGE NOTE: ALL PROPERTY LINES SHALL BE STAKED AND A WRITTEN I � � BP REvI S I o N s BY
NOTES: LANDSCAPE IRRIGATION:
. HOUSE SHALL MEET ASHRAE 62.2 STD FOR CONTINUOUS BUILDING CONTA[NS RWL FOR ROOF DRAINAGE. RWL o 2 4 s �o FT. STATEMENT CONFIRMING THE SURVEY AUTOMATIC IRRIGATION SYSTEM CONTROLLE S FOR LANDSCAPING PROVIDED
DOWNSPOUTS ARE DIRECTED AWAY FROM BUILDING BY THE BUILDER AND iNSTALLED AT THE TIM�OF FINAL INSPECTION SHALL � 3.7.16
UPPLY, EXHAUST & BALANCED VENTILATION, WITH OR WITH APPR�VED SPLASH BLOCKS. RESULTAIVD STAKING METHOD SHALL BE SUBMITTED PRIOR COMPLY WITH THE FOLLOWING:
ITHOUT HEAT RECOVERY. THE SITE SHOULD BR FINE GRADED TD PR�VIDE MIN. A. CONTROLLERS SHALL BE WEATHER OR S i .E
5 %SLOPE AWAY FROM BUILDING PERIMETER AIVD TO FOUNDATION INSPECT[ON, CONTROLLERS THAT AUTOMATICALLY : �' AT '�� 1 �I�II.�I�� eV I � CT���❑ �a �n�
. REDUCE FORMALDEHYDE IN INTERIOR FINISH TO MEET To cxaNGEs iN PLaNTs�NEEDs as wEaT c ►oNs cxaNGE.
URRENT CARB AIRBORNE TOXIC CONTROL MEASURE ATCM FOR ADJACENT PROPERTY LINES. IN NO CASE SHALL
� � THE FINISH GRADING RESULT IN AN [NCREASE IN SHEET FLOW B. WEATHER BASED CONTROLLERS WITHO 1 RAiN SENSO��' �� �j�, �(�'1y ,.}
COMMUNICATION SYSTEMS THAT ACCOU`" AL RAINFALL�5��1#L�n�n ��� ��2� �r.u I l.�n
OMPOSITE WOOD. ONTO ADJACENT PROPERTIES. �4PPLI�ATI�I'� �iI1iI� II�PTE�P�ET�iTI[�I'� (]F �� �0��` , HAVE A SEPARaTED WIRED OR WIRELES 1 �R WHICH
�
. HERS INSPECTION REQUIRED. �I�IL �O�I)E SECTI[��'S 11[}1.� - ��c��.s FENCES SHALL NOT BE GREATER THAN 6 IN �oNNE�TSOR�oMM���ATESw�THT�u���T����.�GBs�4.3o4. AP R���ED
. sEE �REEN PoiNT cHECK �isT oN sHEET �8�. HEIGHT IN ALL SIDE AND REAR YARD AREAS,
ALL MANDATORY CALGREEN CODES APPLY AUTOMATIC FIRE SPRINKLER SYSTEM AS�FjAL�L1r�F2.�'1: ?Q14: SB4a7REQU[RESNON-COhiPL[nNTPLUMBI[�GFI�`TURESTQBE AND A MAXIMUM OF 3' IN HEIGHT IN THE FRONT YARD CaS� # R-2017-� �o AR�ti
TO BE UNDER SEPARATE PERMIT �eP�cEo���`[THZ�v�TEL�-CO[VSEL��ZIVG PLUMB[NGFI?�'TUL�ESi,��.�FiE[Vr�PROPEF�TY•�� AREA. WHERE 6' HIGH FENCES ARE ALLOWED, 8' MAY // � �'
�J[V[�ERGQINGAa�[T[Q[�i5:rS,LTERrtT[ID[VS QR[htPRQ��EMENTS.,r�PPL[CA[�]TS SEEK.[[V�',TC� A��� C�tl�l N��\ E�,�1��1��1UKHERJEE �
GRADING AND DRAINAGE NOTES i]BTr�[NPERl�i[T5 FQRA[W�' [7FTHE5E TY'PES QF'�����o���►��[LL BE E�EQU[F+'.EC1 TO E�EPCvCE BE PERMITTED WITH A BUILDING � ��c. c3,6�� �,
i.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING . . � REN: NOV. 2017 �
THEAREAADJACENTTOTHEWORKISLEFTINACLEANCONDITION. ��O�ECT DATA [�f]IV-COhiPLIANTF[k'TURESPR[C7RTOF[[�ALPEPI4t[TxPPF�(]��AL (]E�ISSUr�I�CEOFx PERMITAND NEIGHBORAPPROVAL.
2.THE CONTRACTOR SHALL PROVIDE TREE PROTECTION �CEE�.T[F[C�1TE OE OC�UP�NC�t'Bst'THE LQCx�L BL�[Ld[t�� DEPr�RT[�tENT.THIS[.�,.��ti,� Appro�a I Bo dy: Di re tor N�a�Glt\n \�
�����..
PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. PROJECT ADDRESS 20396 CLIFDEIV WAY xPPL[ES OIVLY T�PF�OPERT[ES B[][LT �I4 OR BEFaRE jr►tVUAF��t'1,194�. �yT� �
3. UTILIZE BEST MANAGEMENT PRACTICES ( SMP'S) ,AS REQUIRED BY APN 369 36 006 Ap pro�ra I Da te 06/1 �� F p O�'
THE STATE VVATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY, ZONING DISTRICT R1-7S l ��-�-�� J
WHICH DISTURBS SOIL. LAND USE RES LOW 1-5
4.ALL ROOF DRAINS AND/ OR DOWNSPOUTS SHALL BE DRAINED �gn u r� Eri ka Po eda
SHEET FLOW 5 %AWAY FROM THE BUILDING AND MAY BE COLLECTED AREA CALCULATION Cd 5� a E�ager
SY DRAINAGE INLET CONNECTED TO PUBLIC STORM DRAIN FACILITY. x
IF AND ONLY IF THE DRAINAGE IS IN THE HILLSIDE AREA CAN THE LOT AREA 8330 S.F. NOTE: A p RIVACY PROTECTION TxEEs ITALIAN CYPxESs p �
WATER BE DIRECTLY CONNECTED TO THE PUBLIC STORM DRAIN. ALLOWABLE FLOOR AREA 3748.5 S.F. (45 %) xooF DowlvsPouTs To DixECT xuNOFF CUP REEus sEMPExvixENs SrzE& w o �
ONTO LANDSCAPE AREAS WITHIN THE SPACING TO MATCH THE LANDSCAPE PLAN L1 �
5. SPLASH BLOCKS TO BE PLACED AT EACH DOWN SPOUT. ALLOWABLE LOT COVERAGE 3748.5 S.F. (45%) � `�" NOTE:ALL Ex1sT�1vG O
�� �, PROPERTY. cG H w �
SPLASH BLOCKS TO BE MiN. 24 DEEP X i8 WIDE. � � 6FT.TALL WooD FENCE AT EAST SIDE
DRAiNAGE SHALL NOT TRiGGER RUNOFF a
6. GRADING TO BE MIN. 5 %AWAY FROM HOUSE. a w PROPERTY LItvE w .� ,_, �)
ONTO ADJACENT NEIGHBORS SITES.
FLOOR AREA SUMMARY � �j TO BE REPLACED BY THE PROPERTY I� � Q � �
EXISTING FIRST FLOOR 1548.16 S.F. , a , „ � � a owNER. � M O �
_-��� �or.00 n;�o ��5 E � � �, � � o
WATERPROOFING NOTE: aTTic asovE � FT. a.o s.F. -- � � -- ��� -� � ,� � - �� W � � w � M
WATERPROOFING MEASURES DELINEATED IN THE PLAN SET � �E�APPLE � � � 1� , � _ " �i � '� ��
E X I S T I N G 2 C A R G A R A G E 4 8 1.5 9 S.F. NOTE:aLL ExisTiNG (E)FiG TxEEs � � �j �
, (E)APPLE - w � - w � �--�,- ,_, Z � � �''�
ARE SUGGESTIONS ONLY. OWNER AND CONTRACTOR SHALL 6FT.TaLL wooD FENCE � _ Q W �� Q w o '� ,� � U � �,�,
p � � � �, �, 5/o SLOPE F-+
EXISTING TOTAL FLOOR AREA 2029.75 S.F. (24.3/o) To xEMA�Iv AT - � - �- - - �� Aw�s,- H a �, �
C O N S U L T W I T H A W A T E R P R O O F I N G E X P E R T F O R P R O P E R xEAxPxoPExTVLiNEs-T��P Ex�sriN�: ;� o
INSTALLATION METHODS FOR ALL AREAS REQUIRING �EW FIRST FLOORADDIT[ON 1105.6 S.F. H Z
� L.°.WiVAREA a rx w � FROMNEW W W O � �
E)CIT US TREE � �- DRAIT��AGE � O q � STRUCT. �j H �!1 � � �
WATERPROOFING NEW SECOND FLOOR ADDITION 661 S.F. � PATT�,uN To REMA;N �' ° z � o Typ. � � � � U
�'� ' � UtJ�'HA�TGED � w q � NEW ADDITI � U � � �
SECOND FLOOR TO FIRST FLOOR RATIO (21.41 %) � v, Q z � � � � ,�
NOTE: � q ° � Q � � � �
TOTAL NEW ADDITION 1767.53 S.F. '� �o'-o" a W � U
ALL WORK ON THIS PROJECT IS TO SUPERVISED BY A n��NA�ENOTEA: R�:c�� �axsETsacK LANDING w� � � LANDING �' ri!
LICENCED GENERAL CONTRACTOR. THE GENERAL TOTALPROPOSEDLIVINGAREA 3315.69S.F. A.LOTSSHALLBE�RADEDTODRAINSURFA�E �Flxs ox> W d
WATER AWAY FROM FOUNDATION WALLS.THE
CONTRACTOR AND HIS SUBCONTRACTORS ARE TO BE GARAGE AREA REDUCTION 49.39 S.F. IRSD,oFT wH RE T I Es w°LLS sLaPEsoR N Q
LICENSED BY THE STATE OF CALIFORNIA. ALL CONTRACTORS TOTAL PROPOSED FLOORAREA 3747.91 S.F. ( 45%) W�THNPOFTI�BSOR WAR°SSBAi,.BEFALL 27.5� � a � Zo�-o° L
ARE REQUIRED TO HAVE WORKMAN'S COMPENSATION AND �°"STRU�TEDT°ENSUREDRA'NA�EAWAYFR°M N � ExIST11vGxESIDEr10E ExISTiNG �xisTiNGFxoNTSETSAcx �
THESTRUCTURE.
GENERAL LIABILITY INSURANCE COMMENSURATE WITH THE LOT COVERAGE SUMMARY � TOBEETER O
SCOPE OF THE PROJECT. Ex�ST[tvG F�RS`r FLOOR 1S4H.1C S.F. 5 FT. - - - - - - - - - - - - �- NEW LOCATiON x
- - - - - - - RELOCATED GAS METER
W
PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR AND NEW FIRST FLOOR ADDIT[ON 1105.6 S.F. s FT. W�E 1 � I ' � �
OWNER SHALL MEET WITH THE ARCHITECT TO REVIEW ANY NEW EIVTRY PORCH 44.1 S.F. PUE ExisTING LAwN w Z
NEW REAR PORCH 236.2 S.F. axEaD�,iNaGE I � Cr�
QUESTIONS OR CLARIFICATIONS OF THE WORK DESCRIBED IN - - - - - - ---" PATTERNTOREMA COVERED EDGE OF � PITTosroxuM o x w �
THESE DOCUMENTS. THE CONTRACTOR'S COMMENCEMENT TOTAL PORCH AREA 280.4 S.F. � ulvcxaNGED PORCH BusxEs � Q Z
SECOND FLOOR �
OF WORK CONSTITUTES ACCEPTANCE THAT THE PROJECT, AS EXISTING 2 CAR GARAGE 432.2 S.F. � - ✓ -- i °�rn� �' �
DRAWN, IS BUILDABLE. SEE A1.1 FOR ADDITIONAL GENERAL REMAINING
TOTAL LOT COVERAGE 3366.42 S.F. (40.4%) INS ALL � s%Ivt�lv. SLOPE AwAv � w �
COMMENTS. o / Q NE c�EAN �P`' � � � � Fxolvr BL�G.TVP.To�E� x �-+ �j
TOTAL EAVE 375 S.F. (4.50 /o� � W � OU P��' � LAWlv AxEASEE 1vOTE:A � � �`'
i� � ��, � � w � � �j
VENTILATION NOTES: 2 � � �,��' I � I I �-�-�+ �' ',� O
PRIVACY PROTECTION NOTES: � � � I , rx�sT�N �-+
1. VENTILATION KITCHEN MUST INCLUDE AN EXHAUST FAN DUCTED TO THE OUTSIDE 1. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW � ac � NEW SECOND FLOOR I I � ' ' ��� ~�j' Z �
WITH A MINIMUM VENTILATION RATE OF 100 CFM. CA ENERGY CODE 150(0)AND TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT TREES, PRIVACY DS W/ � 10.0' LANDING I I � AM ER O f� rT1 �
� ) !�-�
�52 A . PROTECTION,AND RE UIRED FRONT YARD TREE. sPLAsx sLKs. I � I � No rMPExvious suxFACE N � Q �
2. UNDER THE ASHRAE 62.2 REQUIREMENT, PROVIDE A NOTE THAT A LABEL MUST BE Q TYp UPGRADE O � � l
HAS BEEN PROPOSED IN �p `�
PROVIDED NEXT TO THE SYSTEM SWITCH THAT STATES TO MAINTAIN MINIMUM 2. FOLLOWING COMPLET[ON OF CONSTRUCTION,AN AFFIDAVIT FROM AN ISA-CERTIFIED ELECTRIC �-I
LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH,THE FAN METER TO THE FRONT YARD O � �{ �
ARBORIST SHALL BE PROV[DED CONF[RMING THAT THE NEW TREES HAVE BEEN PLANTED w 2s�-o° T E � � O
CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS PROPERLY AND ACCORDING TO PLAN. 20o A1v1P J REQD REAR SETBA K 25'-0" , I�I
THERE IS SEVERE OUTDOOR AIR CONTAMINATION. - P OTECTION � � �
3. A PLANNING DIVISION WSPECTION IS REQUIRED TO VERIFY EXTERIOR s°io sLOPE � (sEcoNfl FLoox) xEQ�FxorrT sETBacK F CE
AWAY � (SECOND FLOOR) � � � I--I
MATERIALS/FINISHES,TREES, LANDSCAPING,AND SITE WORK. FROM NEw N 2��-i i° �-s ii2� � Q � �
STRUCT. ACTUAL REAR SETB CK I ACTUAL FRONT S ACK L ~ M �
SCOPE OF WORK TYP� � �sEcoN�FLoox> � � N W
�[.JI LI�I�1� ���UP'1�IV�Y �l�.�UP 1�3 �. L]� �o� 2�� E x I S T I N G T w o c a R �SE�oND FLooR> Q �
P�
�F 9 8 2 S.F. E X P A N S I O N T O C R E A T E E N T R Y, S T A I R C A S E, F O R M A L L I V I N G R O O M, D I N I N G DS�'�'� ExisTi G EAx GARAGE M �
TYFE �F ��N�T1���TI�N V -� S P L A S H B L K S. SETBA K N E W A D D I T I O N NEW FROONT YARD O I-�-I �
RO 0 M, TYP� �
3�l�hI�.7 1 �,�C� BA�E�'I��T BEDROOM 2 Sz 3. LANDSCAPETREE � �
CATV/ � �
123 S.F. OF MASTER BATHROOM ADDITION TELEPxoNEi �� s�io MrN. s awaY
�i�TC�1��ATI+C �FRII"�KLE1�� ��� 1200 S.F. OF RE WORK TO CREATE KITCHEN, FAMILY, STUDY, 1/z BATH, BEDROOM 1, r�vTERNET � FxoM sLDG.T . � �
BATH 2 AND LAUNDRY. \ � o o \\ LAwrr AREA
661 S.F. OF SECOND FLOOR ADDITION TO CREATE REC. ROOM BEDROOM 4 AND BATH 3 NEW PORCH � o ,� � O
�������������������������� ������
' �������������������������� ������ \ �' h-I
REMOVE EXISTING 1/z BATH FROM THE GARAGE ExTE1vD FEIVCE UP TO - � 2 LLLLLLL�L�L�L�L�LLLLLLLLLL LLLLLL Q -� w F" � � v o \ [�
, �������������������������� ������ �
�������������������������� ������ Q C4 v� F- d � M--I
280 S.F. OF COVERED PORCHES ON THE FIRST FLOOR TxE Bu�LD11vG �������������������������� ������ w � \
�������������������������� ����� z z � �' � � a' � w � 1--1
644 S.F. OF COVERED BALCONY ON THE SECOND FLOOR cMU FENCE w�Tx �������������������������� �� o W ,� W w _ a �- q CORNER
GATE � ������������������������ ��� '� I _ r�� � U�= R: o � cWi� Z TRIANGL
� ������������������ ���� ����� u: U F� o x' �
�������������������� ����� NEW W o @ r� p�c� v� U °° F- W O Q
i M ��������� �������������� ����� � F- �„ f� W\ � � '-' U Q U � �
CREATE NEW I ��������������������� ���� I ^ ,� F-''" Q Cq W
PANEL UPGRADE 200 AMP. DxairrAGE N �L�L�L����������L�L�L�L������ n waY � I � � � \ � � � w ¢ � � �
�L�L������������������� �����
SWALE ����������������������- u_��� N p�W U Q � v'
THIS SIDE � ���������������������� ��� � I W q �� p��w �
� ����������������������_� ���� cG �n
/ � c�������������������u_�� ���� w � v�
�• -' �J- ,��:• � _ . L LLLLLLLL LL LLLL z
� '1irl,lv� �J= � �� ��������t�� ������ ���� I � n n �7� - -
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y � LL LLLLLLLLLLLLLLLU_LLLLLL LLLL I * 6' 0"
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I I N �
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2�8�� � � � - ❑ - -
� � R&S � R&S �
� - - - - - - - - - - - �{
L _ STUDY J � N _ M �
3'-3 1/2, 4'-g" `j I�--�I
, 7'-4» 3, 8„ 4'-5 1 2" 7'-1 1/2" ^
N
2'$' �
� �; T R G N N � '- /2' �
_ _ =
- �
�-- - �� �� � - -\ � 4 FIRE BLK CONCEALED N 6� 4�� � �
\� \� ✓ �/ � J � SPACES BETWEEN , op I � I � p p �/'�
VJ
STAIR STRINGES AT I AC ES �
�✓� � THE TOP & BOTTOM %� N I _ I
CLIFDEN AREA SUMMARY - , � OF THE RIM � _ �
A 51.83 29.87 1548.16 � � I �� x� C Q/� S ' � "' O
� � � BED RM. 2 �
EXISTING L1VING AREA 1548.16 ;� � m � �8» � M. 3 � � Q
B 13.75 9.41 129.39 N _ �/ J
B.1 1.62 -3.66 -5.93 p'-p" EN TR Y CIRCULAR Q �
C 48.66 17.83 867.61 ,
D 26.08 3.58 93.37 J STAIRCASE I U
F 11.58 1.83 21.19 \ I EXI STI N G � �I TONE/ TILE DETAIL `� O J
N �
\� GARAGE 6" I I ' � LIVING � � Q
FIRS T FLOOR AREA ADDITION 1105.62 �, I 20' x 20' CLEAR DOWN � �I H.W. v
1 I � � � Q
M 23.41 21.83 511.04 � -
N 6.00 6.37 38.22 i I �o' 3� �, � o � F � w
i
P 11.58 6.41 74.23 �, I i � - � �
Q 8.29 5.16 42.78 � - - - - - - - - - � � � � o, o, � Q
R 2.87 1.08 3.10 ( � � �
S 8.20 0.91 -7.46 � - - - -
NEW SECOND FLOOR Rq110 21.41°O � oow � � '
�o �
PROPOSED LIVING AREA 3315.69 � P 0 R C H � <��FT MI I• I - � �-
I STONE TILE � I � R
/ � �
EXISTING GARAGE TO REMAIN � AM
I I � I
G 20.83 20.75 432.22 E
i 26'-1 1/2"
TOTAL PROPOSED FLOORAREA 3747.91 �°-2°� - STEP C B I TE
ALLOWABLE FLOORAREA 3748.50 � I 2� 5�� D�� _8�� A8 2�- °° Q
� . . 5
45.0% \ 1'-9 1/2" _ AU n _ �. n
FRONT 12.33 3.58 44.14 � / 10'-6" 15'-7" 11'-0" 11'-7" 1/4 - 1 -0
SIDE 7.91 29.87 236.27 � / Q 2 4 6 8 12
TOTAL PORCH AREA 280.41 / 20'-�o" 48'-8" •
�2•-4•� 5 EET
TOTAL PROPOSED LOT COVERAGE 3366.42 � 69'-6"
40.41%
TOTAL ALLOWABLE LOT COVERAGE 3748.50 /
45.0% � NEW WALL
EAVE 375.00 ,
4.50% FIRST FLOOR PLAN / AREA CALCULATION
OF SHEETS
- \ ,. . /� __ -
FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE REVISIONS BY
INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING. FACTORY- � 3. 7 .16
BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. R1004.1 51°-,0°°
, [ ] Gommunit D �el ��n� � a ent
WINDOWS & SKYLIGHTS SHALL CONFORM TO THE U-FACTOR AND SHGC'S 29'-0 1/2°°°° g'-1°° 13�-9°° __ �
PROVIDED ON SHEET T24. 1
�2°-� �i2°° - Planni g ivis an - Cupe in�
-
'-- I � �u� Q
� , PP �VED
6'-6 1/2" 5'-0" N OTE:
FOUNDATION VENTILATION CALCULATION _ B - °e �� B� PROVIDE SAFETY Case � R-2017- 0 ��
NEW CRAWL SPACE AREA AT REAR ADDITION...........2662.2 S.F. � A8 TEMPERE� ��AziN� iN A p�ic tio�� u ��`�5s} ',,
_��� ���_ �, �a WR � WALLS, ENCLOSURE OR � �
� � � o � � � FaucE � FENCES CONTAINING OF �
REQUIRED VENTILATI�N......2662.2 / 150 x 144 = 2555.7 S. L � PLUMBING FIXTURE NOTEI �� � � � � N" �' FACING HOT TUBS,� °'T' MUK"ER�EE �
A. WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GP ( C(�BC 4.303.3.1) WHIRLPOOLS, SAUN-H`J�; � CQV ! Body: Dir c or 1 � LIC. C31611
THAN 2.0 GPM AT 80 PSI ( GBC4�.303.1.3.1) REN: NOV. 2017
�, 2 „ STEAM ROOMS, BAThi;,���� N� ��-
PROVIDE (42) 6 x 14 FOUNDATION VENTS 64.9 S.I. FREEFLOW C. THE MAXIMUM FLOW RA E OF RESIDENTIAL LAVATORY FAUCETS SH LL NOT EXCEED 1.5 GPM A 60 SI ( CGBC 4.303.1.4.1) � 2�4�� SHOWERS AND IND�( F�' �� � ��te 06 13 17 -� �
_ D THE MAXIMUM FLOW RAT OF RESIDENTIAL KITCHEN FAIC TS SHALL NOT EXCEED 1.8 GPM AT 6 PSI �( CGBC 4.303.1.4.4) � • BA• � � _ OUTDOOR SWIMMINC POOLS �� ���F��
AREA - 2725.H S. I. 0 STONE TILE SKYLIGHT - , _____-/
'-8" � � �. � LANDINGXISTING I I � °' WHERE THE EXPOS� -�C�tu� Erika P V2�a
Q C i Ya/FT MIN\ HER �
PROVIDE CORROSIVE RESISTANT VENTS � � � � oF THE GLAZING is LESS �� � E�
SEE DETAIL C� A1O � ��� 8 � s�p N�, 8 �� THAN 60 INCHES MEASURED
6 i i O7 po,M,� �5 �� OHIS � VERTICALLY ABOVE ANY
- STANDING OR WALKING
1 i Tv suoER 2�6�� - - - SURFACE ( R308.4.5 ) �
i
8'-�" w � v
� �LK I�I1 N � � � � Qz �
I � � ,,/ � � d
I I � wow I � �� � w r' Op �
� U �,
(N) COV. PATIO I � ���Q � � � SH OWER �AU CET: � � ��
STONE/TILE i N I SKYLIGHT I CONTROL VALVES AND � Z � � M
FAMILY RM SHOWERHEADS SHALL BE � `� '� U �' v`r'-�
N O S T A N D P I P E R E C E P T O R F O R A N Y C L O T H E S W A S H E R S H A L L E X T E N D M O R E I � �
THANTHIRTY (30) INCHES, ORNOTLESSTHANEIGHTEEN (18) INCHESABOVE - - - - - - - - - - - - - -o - - - - - - HW- - - - - - - - - - �i - - - - - - - I - - - - - LOCATED ON THE SIDEWALL � U W � Q �
ITS TRAP. NO TRAP FOR ANY CLOTHES WASHER STANDPIPE RECEPTOR SHALL BE 10 FT. i i � � I R&s I OF THE SHOWER �, H � � H �
NANA � 8 0 C O M P A R T M E N T S O R B E F--� ~ v i � U
I N S T A L L E D B E L O W T H E F L O O R, B U T S H A L L B E R O U G H E D I N N O T L E S S T H A N S I X D O O R M• B • x W
(6) INCHES AND NOT MORE THAN EIGHTEEN (18) INCHES (457 MM) ABOVE THE I CARP T � OTHERWISE ARRANGEDD SO \ � � � aW., �
F L O O R. [C P C 8 0 4.1] i I T H A T T H E S H O W E R H E A D J Q � � U U
COMBUSTION AIR OPENINGS AND COMBUSTION AIR DUCTS SHALL BE � B A T H 1 12 � � DOES NOT DISCHARGE �
PROVIDED WITHAGALVANIZED SLEEVE (N0. 26 GATE) STEEL EXTENDING �, i I 14'-2 �/2" I STONE/ TILE8,_�„ O i � DIRECTLY AT THE ENTRANCE � d
6" (153 MM) ABOVE THE TOP OF THE CEILWG JOISTS AND INSULATIOIV. �, i I i� TO THE COMPARTMENT AND
[CMC 701.10] � N j 3'-7 1/2" 7'-2 1/2" 2 -5 �� 6'- 1/2" _ 3� p�� - HTE BATHER CAN ADJUST
� i Ma 9�FAUC THE VALVES PRIOR TO
DUCTS TERMINATING IN ATTICS SHALL NOT BE SCREENED. [CMC � � � STEPPING INTO THE SHOWER �
i 0
701.10(5)][NFPA 54:9.3.8.5] i _ . � )
o, L--- CO o, SPRAY CPC 411.10
� � N 2�6�� � � N
�iNIS � o P AN T 1 CLOSET N o CAB CLOSET W
INSULATION NOTE: „o� � CRAFT AREA � �
INSULATION SHALL CONFORM TO FLAME SPREAD RATING AND SMOKE �� �i �
DENSITY REQUIREMENT OF CRC 302.10 _� � IN W� �r�,
w
� KITCHE I 3� �o�� � HALL 11 �ti ic
AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST AN INSULATION � 34"ARCHED � H.W. I � v
CERTIFICATE, SIGNED BYTHE INSTALLERAND THE BUILDER, IN A ���_8» I STONE/ TILE 17'-1 1/2" I GLASS N" OPEN'G �7'-7 1/2 3' 8" 11'-7" SEE OWNER � �
CONSPICUOUS LOCATION IN THE BUILDING, STATING THAT THE INSTALLATION ABOUT REPLACING W,�/ � �
CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 -53 OF A _ _ _ _ _ _ _ I _ I DOORS _ _ _ _ � _ A
THE CALIFORNIAADMINISTRATIVE CODE. A8 I RA GE _ B D RM.1 13 � AH TOILET I�-� � � �
PLAN NOTES / BUILDING CODE NOTES ARE REFERENCED IN HE PLA AS i 11' �o" �o VERED EN' o E � VAN I TY,F�OOR I N G w �"'{ � �
� � __ � CARPET � �
L �asr,� � -Mv� 42" REF. - - I TI�E S, P�U M B I M G ,� �
#C I _ _ FAUCE�f� O ' DINING L NDR o FIXTURE,�IGHTING �-+ � �
„
STEP '- " - BUILT IN HWR. "
� N DOWN 6, � - - - - - H•W FA T 1 , N� FIXTURE ~
� SWITCH PLATES � � w �
WATER HEATER NOTE : �' � STEP ��� J� N � � 28" 9� B � BASEBD �N BATH �' � Q �
,�� 7 r�
�I DOWN D2 STEP I � � I 4�-0 1/4�� I I 2.8.. l�-� � � .�
PROVIDE SEISMIC STRAPPING I'OR THE WATER HEATER. �owN I I I I PAIR OF 32" ' O h �
N
STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 - - - - - - - - - - � � I I I I B ATH FURNACE � �"{ � � Z
0 _ _ _ _ _ � r� �
OF ITS VERTICAL DIMENSIONS.AT THE LOWER POINT,A MINIMUM I I I I ISKYLIqHT STONE 2 2's� R&S N � r � �
I . N = � �
DISTANCE OF 4"SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE 2$ � � � � � � � R&S � I _ _ R&S _ _ � �"'v"{ � � w
�� I I � - - - - - I - - � � c� W
STRAPPING PER CPC 510.5. � P W . N �
� _ _ STUDY J I - - _ � REVIEW WITH OWNER THE Q � a
�i PAIR OF 32" PAIR OF 32�� BASEBD. INTERIOR �
FLOORING,
N ��_4�� 3° g�� 4'-5 �/2" �'-� �/2" DOORS AND FINISHES � � �
GREEN BUILDING NOTE : 3'-3 1/2" , �,_g„ I "' �
1. ALL DUCT OPENINGS AND RELATED AIR DISTRIBUTION COMP NENTS - - 2�8� N W FOR EACH ROOM AN D EACH �
SHALL BE COVERED AND PROTECTED DURING CONSTRUCTIO . T R G 13'-3 1/4" BATH ROOM � �
2 (GPL W A L L A N D C E I L I N G P A 1 N T S H A L L B E L O W-V O C (<S O G R A M S P E R L I T E R 14 C O N T R A C T O R T O C O M P L Y � �
3. WINDOWS& SKYLIGHTS SHALL CONFORM TO THE U-FACTOR ND SHGC'S I �� I W I T H T H E F L O W R A T E
PRovIDED oN sxEET T24.1 : i � � - - - - - - - - REQUIREMENT OF ALL NEW O
4. ALL ROOFDETAILS SHALLINCLUDER-38INSULATIONANDR IANT � o I - - - � � ;.� B A T H R O O M F I X T U R E S [�
c� MIN. 20 MIN. �
sa1z1z1ER.. � � � BED RM. 2 PER CALGREEN CODE ~
SOLID CORE HEATILATOR DIRECT VENT � i„� '
j - - - - - - rv GAS FIREPLACE MODEL ADVT3428 CARPET I
� 3 SELF CLOSING � u�: Mc-ANs� 22,.50. � B ED R M. 3 15 ;r, n
N O SELF LATCHING VERIFY FIREPLACE MODEL ^
vOTE: DOOR PROVIDE WITH OWNER BEFORE FRAMING CARPET �
PLUMBING AND GAS FIREPLACE VENTS TO BE l�fININ1tiM 10 FEET AWAY FRO , WEATHER E N TR Y AND ORDERING FIREPLACE TYP.
ORAT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS.CPC 906.2 � -� STRIPPING -
STO E/ TILE �
NOTE: I EXISTING � SKYLIGHT � � � I
GARAGE
,
� � LIVING
AT BATHS,CONTROL VALVES AND SHOWER HEADS SHALL BE LOCATED ON HE I STEP
20' x 20' CLEAR DOWN � �E�QR V� � O I H.W.
SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO �� H _ � - - - - - - - - - 16 z
THAT SHOWER HEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE O I ��� GLASS � I � _ Q
I o
THE COMPARTMENT AND THE BATHER CAN r1DJtiST THE V.4LVES PRIOR TO I is FT. WID 3 sECTioN PLANK STYLE a'o" 3'0� � �g �W � _I
STEPPING INTO THE SHOVr'ER SPRAY. I DOOR PAINTED TO MaTCH WINDOW �W I J �W I " _ �
- - - - FRAME �� � i 1� 1 9 j �
- - - - - - - - - - - � � - � � �
I �
N °' 17 J� °'
Pr��du�,t Dnrienzi��ns � ARCHED SOFFIT � - - - - O
� 6�� = O
_� D 1 STEP � � � O
�. r' \ �'�-r, - - - - - - - - - - - - - - - - - _ D 0 W ' F T M I . � O - � � �
,-.�.`,,a a ;� �:,�:.;._:� °' P 0 R C H I <i
,
.,,,,.: .� -� � �.��.:.f:_ �
�i STONE/ TILE � I � � � �
� � �
I I ' I �
� 26'-1 1/2"
' s �
� 7'-2" - STEP C � I
i m
y�� , �-:.z..-, �T. 11,- - � ,.�,,���� 1'-9 ,/2° � 2� 5„ A8 2'-�" A8
�°-8„
Prc�cluct Frarniny Dfinensions Appliance Location ' 10�-6" 15�-7" 11'-0" 11'-7"
� AM
�_ -�-�_ _ �_� GARAGE NOTE: / 20'-10" 48'-8"
"=� �z� -�---
-.,�]� _--� - T __� A. 0 DUCTS PEN�A THE GARAGE 69'-6"
�,Jll� -_ _ -I I - WAL S. �
� DATE
-=--�_�_ DU PENETRATING THE WAL S OR CEILING 8. 16 .15
- - __--� ,.-',V 6. "�` l,r,�. � SEP RATING THE DWELLING F OM THE a�
- ----- "' ' - GAR GE SHALL BE CONSTRUC ED OF A � NEW WALL 1/4�� _ � �-O��
� - MINI UM 26 GAUGE SHEET ST EL OR OTHER
_ _ g I � �,=��- Y , _ APP OVED MATERIAL AND SH LL HAVE NO EXISTING WALL '
-___ _� - --- - � � ~ w �I OPE ING INTO THE GARAGE.
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.�G:�3128 n. 3n 3i-t;i �2 �0
2 4 6 8 12 FT.
AC+.�FiG�5 mm �'r37 F� _'iti :a-a
F I RST F LOO R P LAN �i4�� _ ��-o��
OF SHEET5
REVISIONS BY
2. 21 .17
Gommuni y e� I�p�n��t D pa m�nt
� Plan in Di s4a���Cu rtin
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�LJ�ERTlN4 AP R�VED
69'-6"
Case # R-201 -1 �� ���
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� _ J ADITI MUKHERJEE �
- - zQ - - - - - - - - - ���� V��1 . �r� tor � a1N`�NOV.32017
� m � - - - - - - - - - - - � A ro�ral Date 06/13/1 N� ��
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0 20' 6 1/2" 8'-3 1/2" 23'-5" 5'-11 1�/2"
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� CABINET 2'4" R & s �
- - - CAB - - - I I--I
°' _� � BAiL � PA �� - - - N �
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� � QU�
�', � �' LAND'G °' � N mN \ �
� � �
CLIFDEN AREA SUMMARY N �
- -7 1�2�� 1'-11" 5-11 1/2" � 7
A 51.83 29.87 1548.16 � � � �
� � N
� � X � ^� 30' 3' 3" 30" N
EXISTING LIVING AREA 1548.16 � / X �� R � _ o �
B 13.75 9.41 129.39 - - �/ � � �- --� i' B �M 4
� �
B.1 1.62 -3.66 -5.93 i i \/ � � � CARPE �
C 48.66 17.83 867.61 "' "' � � � `� � i I BELOW 15'-10" O
D 26.08 3.58 93.37 � A R E A � O
F 11.58 1.83 21.19 11'-1" 6'-9" 8'-3"
- - - J
FIRST FLOOR AREA ADDITION 1105.62 BAREA 15-�o°° , -� I , � LL
s-2 �/2 � - - - - - - - - - - - �
M 23.41 21.83 511.04 I I I �
N 6.00 6.37 38.22 -
P 11.58 6.41 74.23 �i i I � I � �i z
Q 8.29 5.16 42.78 CO � � �� � `� O
R 2.87 1.08 3.10 - - - - - - - - � - - - - - - - - - - - SETBACKSTORY U
� � - - -
S 8.20 0.91 -7.46 r i� � w
NEW SECOND FLOOR 661.90 - , - � � �
RATI O 21.41% I � �
�
PROPOSED LNING AREA 3315.69 � � � - � � �
� �EXISTING GARAGE TO REMAIN I _ � - � I I AM
G 20.83 20.75 432.22 / � i
TOTAL PROPOSED FLOORAREA 3747.91 / � I A8 I B DATE
ALLOWABLE FLOORAREA 3748.50 / � A8 � 1 . 18 .17
45.0% / � A�
FRONT 12.33 3.58 44.14 � / 20' 6 1/2" 11'-1" 15'-0" 11'-7" 11'-3 1/2" 1/4�� - ��-���
S IDE 7.91 29.87 236.27 /
TOTAL PORCH AREA 280.41 '
/ 69'-6"
TOTAL PROPOSED LOT COVERAGE 3366.42 T
40.41% /
TOTAL ALLOWABLE LOT COVERAGE 3748.50 0 2 4 6 8 12 �T.
45.0%
EAVE 375.00
4.50% , " - ' "
- - ■
�
�
❑F SHEET5
REVISIONS BY
3 2.21 .17
Gommuni y e� I���e��t D pa m�nt
� Plan in Di isian — Cu rtin
p
�UPERTlN4 AP R�VED
69'-6"
Case # R-201 -1 �o �R��
�p Catio N �-r�i�r�s} T
�
� — — — — — — I J ADITI MUKHERJEE '�
— — � Y —������ . �r� to r � a�IC. C3161 1 �
z Q — B REN: NOV. 2017
� m Ag � - - - - - - - - - - - - � Appro�ral Date 6/13/1 N�T ���
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I � � � ����� �
9'-8 1/2" g'_3" 40'-I " 11'-3 1 2" Signature rika Po eda
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Gommunity e�e � � ent
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�Gommunity e� I���nt epa m�nt
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�CLJ�ERTINQI A f�� V E�
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A. PLASTER SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED ~ ^
OVER METAL LATH OR WIRE LATH AND SHALL NOT BE LESS O � �"� O
THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, BUILDING HT. 27'-11" � � � �
PRESS PRESERVATIVE TREATED WOOD OR DECAY RESISTANT - - - - - - - - � � �
WOOD OR GYPSUM BACKING. ^
B. WATER RESISTIVE BARRIERS SHALL BE INSTALLED AS � I--I � �
REQUIRED IN SECTION R703.3 AND WHERE APPLIED OVER WOOD � � 0 �
BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR
PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST ^ � N �
EQUIVQLENT TO TWO LAYERS OF GRADE D PAPER. E---� �
C. A MINIMUM 0.019 INCH ( # 26 GALVANIZED SHEET GAGE), O � �
CORROSION RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, � �
- — �TI-��MFP�Fk�iJ�ER�AL�TA£�MEPd-�FL�E�3�2'= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE � ~
LINE ON EXTERIOR STUD WALL. THE WEEP SCREED SHALL BE �
— — — �LA-CED�IUIf�TI0fC1M�7F 4"�BW� TI�EAT�TR 0}�2"�BOdE-' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �j �
PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW DAY LIGHT O
TRAPPED WATER TO DRAIN TO THE EXTERIR OF THE BUILDING. PLANE
tHE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT �
FLANGE. tHE EXTERIOR LATH SHALL COVER AND TERMINATE ON DAY LIGHT
THE ATTACHMENT FLANGE OF THE WEEP SCREED. PLANE � 1--I
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PAINTED DECORATIVE 00 � Q
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FINISH GRADE PLANK STYLE WROUGHT IRON OPTIONAL STONE CLADDING NATURAL GRADE
DECORATIVE GARAGE DOOR & GLASS ENTRY DOO ON WAINSCOT
LIGHTING
FIXTURE I I I � NUMBERS AM
CONTINUE STUCCO OVER DARK SKY COMPLIANT
CMU WALL FOR THE FENCE EXISTING BLDG. EW ADDITION AN APPROVED ADDRESS NUMBER ON BUILDING
TYP. ELEVATIONS, WHICH IS PLAINLY LEGIBLEAND VISIBLE
FROM THE ADJACENT ACCESS STREET OR ROAD. THE
2'-5" 7'-8" 2'_5" NUMBERS NEED TO CONTRAST WITH THEIR 8. 16 .15
BACKGROUND AND BE A MINIMUM OF 4" HIGH, WITH 5CALE
MINIMUM STROKE OF Y2" ( CRC 319.1) 1/4�� _ � �-���
LEFT SIDE ELEVATION (WEST)
OF 5HEETS
EXTERIOR MATERIAL SCHEDULE REvi s i o N s e�r
WALLS: PAINTED SMOOTH STUCCO WITH
COLUMN STONE SILL ACCENT PER ELEVATION � 2, 2� .�7
MOULDING UNDER SOFFITED EAV�
WROiJ('rHT IRON RAI, � C'r
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EX'1'EIt10R LI(iH'fS: SYANISH S'1'YLE SHE1LllEll r'1X'1 UItES
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OF SHEETS
REVISIONS BY
Gommunity e� I�pment D pa m�nt
� Plannin Di isian — Cu rtin
AP R�VED
Case # R-2017-1 � �� ���
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2x STUD WALL 3� 2. 21 .17
SEE PLAN
RADIANT HEAT SLAB Gommunity e�/ �����t ��a m�nt
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SIMP. WSNTL WOOD SCREWS P I��n I n D� I�I d � — �u � �I n
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SEE PLAN „ MIN. � ? OCCURS l.as� � R-2017-�
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FLOOR SHEATHING � � �� �
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TRUSSES AT 24° CAST STONE ACCENT PER ELEVATION `��� �
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O/ 18"MIN. CRAWL SPACE �
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` TYPICAL ROOF AT FLAT CEILINGS �
= CLAY TILE ROOFING (CLASS 'A'FIRE RATING}
— — O/2 LAYERS OF CLASS A MINERAL CAP SHEET
ROOFING O/2 LAYERS OF BITUTHANE (f)
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WATER PROOFING MEMBRANE O/ ll2" CDX. z
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II NOTES ol � // /
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iNFOR�ATION REFER TO A q1RRENT 717LE REPOR7HIS MAP.FOR fULL EASEMENT � i / /
I 2.THIS MAP IS BASED UPON A Fl0.D SURVEY PERFORMm BY MPINE UND I I LOT 33 � � �o m m u n Ety D e�re I v�m e nt D e � 1 1
suRveraes w ocroe�zo�a.
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� ' �� Plar�ning Di�is'on — �upe i
I BASIS OF BEARINGS �1 � �
n�e�ss oF e�iNcs FaR n�is suRver is ioerrncn�ro rnosE e�wiNcs sHowrr ara I � ^ ^
I OFFlqAL RECORDS.SAN A dARA�CWNC�FORWIAARY 6.1080.FlLE N0.1748�08. ��P�E L V�E LJ'
� I �� �u��RTi�v� LOT 32
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� ' �� Case # R-2017-10 !
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I ' / Applica�ro�� Numher�s} a
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� I �� � LOT 31
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� .n � � 194.�, Ss9�s?�SF 92 �� Apprv�al Bvdy: Direc,�or 1 Staff
I�ohry � 10.0' J I
GRAPHIC SCALE `/ �-'I p p rQ Y� I I..J�t 4 0 6/ 3/17
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LEGEND � \T� � �
� FOUND SIREET CEMERLINE YYELL MONUMENf cP�oo / \� � �
Qf CALCUUiED POIN�NOTHING FOUND OR SET OF CURgAIL IN BACK / �� �
p SEf 3/4'REBAR W/CAP'PLS 5583' Q g
• FOUND 5/8'REBAR o / � ��
I� PROPERIY UNE l y 3� t" l g
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C� CENIERUNE OF RIGFR OF WAY / �,^ h , ��
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CP 100 Q SURVEY CONIROL POIM �� / � �
/ 34.9'
LOT 35 �
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THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE UNDER MY DIRECT
SUPERVISION AT 7HE INSTANCE Of AMIT BHARDWAJ.THE SURVEY WAS COMPI.EIED ON � \\ O \\ � �
OCTOBER 72,2013 hIE MONUMEN75 ARE OF hIE CHARAC7ER SHOWN AND ARE �\ �\ �� / g
SUFFldFNT TO FNA&E THIS SURVEY TO BE RE7RACED. � �
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EXTERIOR T��iA SAMPL
20396 CLIFDE � �L ����n�ty Development Department
WALLS: Sl`. TH PA1NT STUC�O
�annin Di�ision -- C�p�rtino
�cu��R1�� APPR�IIE D
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Cas� # R-�Q�7-10 ��
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Approva I Bt�d . r�ector 1 Sta�f
RooF: ������a�G�acte�� ��13/17
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Slgn� tur k Poveda
� Case Manager
WINDOW: DOUBLE PANE WITH CLEAR
1NSULATING GLASS
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�omrr�unity Development Department
EXTERIOR STEP > 1
PORCH sLaB: Pla nning Dir�isi�on — Cup�rtina
�cu��R��H� APPR�VED
Case # R=2�017-10
- . �.Ap�Iicatia�� Num�er�s�
Appr�va I Bvdy: Director 1 �taff
Apprar�a I Da�� 06/13/17
GARAGE DOOR:
Si ture F a F `
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DRIVEWAY PAVERS:
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HARDSCAPE LEGEND GENERAL NOTES:
WATER USAGE LEGEND NOTES: EnV2, Inc.
1 . ALL HARDSCAPE AND LANDSCAPE AREAS SHALL Enivisionof ature
SYMBOL DESCRIPTION a . The property owner shall record a covenant on the property Gommu ❑�AVL�I.[��,ml�,t 1 epa m�nt
HAVE PROPER SLOPE AND DRAINAGE AWAY FROM
ZONE DESCRIPTION IRRIGATION AREA a THE HOUSE OR TOWARD APPROPRIATE DRAINAGE for the new trees�shrubs planted for purpose of required replacem . � � P��� I [������RSE�up�f"�I p
C, 9513
�::�a � ; °; ; CONCRETE PATH WAY WITH BROOM FINISH STRUCTURE TO CARRY WATER TO AN APPROVED trees, privacy protection , and required front yard tree. TEL: �4os� g9o-62s9
ZONE A: GRASS AREA NONE N/A D RAI NAG E 0 UTLET 'C U PE RT l NO ��t������[�
� TILE OVER�AY OVER CONCRETE b. Following completion of construction , and affidavit from �a5� # R-2�� -
ZONEB: N/A N/A N/A 2.CONTRACTOR IS RESPONSIBLE FOR PROPER an affidavit from an ISA—certified arborist shall be provided
� COLORED STAMPED CONCRETE DRAINAGE OF ALL AREAS AND SHALL ADHERE confirming that the new trees have been planted properly �E��t�o�� N�mhe �s}
ZONE C. PLANTING AREA LOW 1218 SQ.FT. (INDICATED IN THE PLAN) TO ALL APPLICABLE LOCAL BUILDING CODES
and according to plan. A ro�al Bod . i ctor 1 S
' � INTER LOCKING PAVER AND INDUSTRY STANDARD FOR ALL WORK p� Y�
GRAVELAREA NOIRRIGATION 1759 SQ.FT. CONTAINED IN THESE PLANS. c. A planning department inspection is required to verify q ro�ral Date 6 3/17
pp
BLDG AREA 3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING exterior materials�finishes, trees, landscaping , site work.
� Si�rlature Erik P veda
. . . . I ���� I
TOTAL LANDSCAPE AREA 1367 SQ.FT. APPROVED, BEST INDUSTRY ACCEPTED d. A certified landscap�ng profess�onal shall conduct a landscap� ng �nstalfi'ation
tas� Manager
PRACTICES, SPECIFICATIONS AND METHOLDS audit after the landscaping and irrigation systems have been installed
FOR INSTALLATION OF ALL ITEMS CONTAINED IN per Chapter 14. 15 (Landscape Ordinance� . The findings of the assessment O '�
THESE PL�ANS. • [� �
shall be consolidated into a landscape installation report provided Z Z
4. CONT�ACTOR SHALL PROVIDE A to the Planning Division . � �
WRITT N WA RANT FOR ALL WORK CONTAINED �
IN TH�SE P ANS. e. The property owner shall sign a landscape maintenance agreement per �' '--' �
PRIVACY PROTECTION TREES 1TALIAN CYPRESS � � �
�UPREEUSSEMPER�IRENSSIZE& Chapter 14. 15 (Landscape Ordinance) , prepared by the City, and record it with � Z � �
ROOF DOWNSPOUTS TO DIRECT RUNOFF COUNT TO MATCH THE FUTURE LANDSCAPE � �T � )
TR EX ONTO LANDSCAPE AREAS WITHIN THE PLAN t h e S a n t a C I a ra C 0. R e c o rd e r s 0 f f i c e. � h+�l � v
PROPERTY. 15" GAL @5'O.C.W/MIN.6'HIGH PLANTED NOTE:ALL EXISTING � � � �
B E N D E RA B L E B OA E D DRAINAGE SHALL NOT TRIGGER RUNOFF HEI GHT 6FT.TALL WOOD FENCE AT EAST SIDE T h e r� e rt o w n e r s h a I I c o n t a c t t h e P I a n n i n D i v i s i o n I n a d v a n c e �f t h e f i n a I O �T� "C� � O
ONTO ADJACENT NEIGHBORS SITES. PROPERTY LINE p p y g �
T.Y.P. l� TO BE REPLACED BY THE PROPERTY �,"� ti
o�ER to prepare the agreement. � U � �,, �
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r — -- — — —_- — — —— — — — — — — — — — — — — —— — — — — � l
— -- - — J I�1 �
Z 0 N E C (E>FiG TxEEs `^'�I . °� W
NOTE:ALLEXISTING � 'F�FIGTn�L� 7 f. A certified landscape professional shall provide � Q � U a
6FT.TALL WOOD FENCE � � � (�)r-G TREES � � � � ` � � � � � � � � / \ /I V C
TOREMAINAT �L A N T I N G R E a � _ _ � _ n a landscape and irrigation maintenance schedule per Chapter 14. 15 p ri � � �
REAR PROPERTY LINES-T'(P 387 SQ.FT. / —� +� EXISTITIG , a a + + + . . M..� W � M
II.�.wN,aR�;r. J 40 SQ.FT. � � � + + I (Landscape Ordinance) to the Plann � ng Divis�on. � � pq o �
(E,APPLE Tk..E � + � ��� �� �
1 F� PATTERN C�RF� I�v + + IPLq TING A EA 3' HGH FENCE �, �1
�L� / + \ ° U1vCxAtvG � I I I ❑ NEW ADDITI N � + 19 SQ.FT. T.Y.P. I Q w ~
I I I I I _ I � x �
n '
a � � � �
DRAINAGE NOTE A: I \ LANDING ��� a� + �
A.LOTS SHALL BE GRADED TO DRAIN SURFACE / I PRNA CY PROTECTION TREES ITALIAN CYPRESS
WATER AWAY FROM FOUNDATION WALLS.THE �
GRADE SHALL FALL A MINIMUM OF 6"WITHIN THE I I \ I
I CUPR EEUS SEMPERVIRENS SIZE&
T R E X CO UNT TO MATCH THE FUTURE LANDSCAPE
FIRST 10 FT.WHERE LOT LiNES,WALLS,SLOPES OR B E N D E RAB LE B OAE D PLAN
OTHER PHYSICAL BARRIERS PROHIBIT 6"OF FALL � TE:ALL EXISTING
15"GAL @5'O.C.W/MIN.6'HIGH PLANTED
WITHN 10 FT.DRAINS OR SWALES SHALL BE 668 S�.FT. � � I I HEiGHT 6 T.TALL WOOD FENCE AT EAST SIDE jjj���...
CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM EXISTING RESIDENCE P� T.Y.P. P OPERTY LINE �I� �
THE STRUCTURE. �� � � T BE REPLACED BY THE PROPERTY (�/�
� � + � „ SQ.F � + n _ _�R ��
� �
PLA TINg AREA � � _ + x ,� ROCK AREA Es ;F�FrGTn�L� , �
2� s .�T. ZONE �C � + � T.Y.P. ��,r'�TRF�, , �
y
Q I
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EnISTR�fv �AWN � EXIs�c]T!c �
AREADRAiNAGE i I I L.^�wivax��, 40 SQ.FT. + +
- - - - - - – I PATTERN T REMA?N r� � � PI�I'TOSPORUM I � + + + PLA TING A EA �
UNcxa�vG n ��0✓ER�D, � EDGE OF I x na + + �� �
� P�iRCH I I BWSHLS Nr1 ANG RFN I Qo Q ❑ NEW ADDITI N � 193 SQ.FT.
I � SECOND FLOOR I �
I a . �
ROCK AREA ,- + �
T.Y.P. I I � + ' I I I I I W
i I I I LANDING r i �
+ � � I I X x u �
I I �. I I � � �
I I I EXISTING RESIDENCE PL
I I 11 SQ.FT. O
I I � I , rXISTIN � �
Ac NEW SECOND FLOOR � I I � " uQUI
i I L J AM R , ' i � �
I I �'\��� L_i�NDIN� I 469 SQ.F I I x x �T�
I� V� � '"r"1
— � PI TOSPORUM �
I I � I I EDGE OF M s sxLs
� ad + I SECOND FLOOR � �
w � T EE �
I I Z � � � ( P OTECTION
� � �� a + I F CE
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cn � � � �
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� � � NEW SECOND FLOOR
1 w 20' � �� ��Q��
I I I / AM R
EXISTING TWO CAR � �� r NEW F ONT YAR 469 SQ.F
Ds w/ GARAGE �
sPLAsxsLxs. r�P"v��P_i�J`_1':���� � �� 24" BOX S RAPT E � '� %%i� r
I I -------- � n
TYP. E
� � � �i u P OTECTION
I ////������ / i I � F CE W
�j/ a �i H
Uo � , Q; d na _ PLANTI G AREA i��'��/ �, I �' Q
NEW POi�CH ' 274 S .FT. � "V ',
/ J��/�� I I NEW F ONT YAR
EXTEND FENCE UP TO � -- -. �
THE BUILDING a Q - � �LLLLLLLLLLLLLLLLLLLLLLLL� T+Y v��F_1�.��1����.J 7/, � O LANDS APE T
' I I
/ ————————-
LLLLLLLLLLLLLLLLLLLLLLLLLLL /
CMU FENCE WITH . LLLLLLLLLLLLLLLLLLLLLLLLLLLL � , � � � CVRNE � -
LLLLLLLLLLLLLLLLLLLLLLLLLLLL `
GATE �_LLLLLLLLLLLLLLLLLLLLLLLLLLL I + + + + + �TRIA1 L �i��///,� �
.� - .LLLLLLLLLLLLLLLLLLLLLLLLLLLI —� I EW 389 SQ.FT. �
/ LLLLLLLLLLLLLLLLLLLLLLLLLLLL + + + + + , I PLANTI G AREA
CREATE NE�W '_LLLLLLLLLLLLLLLLLLLLLLLLLLI ' �
�_LLLLLLLLLLLLLLLLLLLLLLLL �� I ALK � / / a a
DRAINAGE LLLLLLLLLLLLLLLLLLLLLLLL I � � / I�'EW i 02CH � 274 S .FT.
SWALE � � -- -- ° ° �
THIS SIDE � �� - � � � � � � � � � ° � ° ° a �
` �-.
�?tiE;��:'I!�?lVE�xI^�" �� � � � � � � . � + + + + + + + �
� � � PLANTING REA ,LT � � R AREA I I I C"RNE Z
LLLL � / + + + + '� TRlfii L
LLLL 44 SQ.F� ,Y,p, � Ew + + + + 389 SQ.FT. �
_LLLL������������
ROOF DOWNSPOUTS TO DIRECT RLINGF ' .LLLLLLLLLLLLLLL LLLLLLLLLL L � �j � ALK � � // / O
� -LLLLLLLLLLLLLLL LLLLLLLLLLL �
ONTO LANDSCAPE AREAS WITHIN THFS .LLLLLLLLLLLLLL LLLLLLLLLLL
_LLLLLLLLLLI • ' . ' • ' LLLLL I � —�� � .. .. .. .. ..
PROPERTY. .LLLLLLLLLLI LLLL I � TR EX � � � � �
�93 SQ.F . -LLLLLLLLLLI LLLLLLLL I / W
DRAINAGE SHALL NOT TRIGGER RUN�� .LLLLLLLL LLLLLLLLLLi I � � � N M � �
`-LL ' ' LLLLLLL' ' BENDERABLEBOAED TING REA �
ONTO ADJACENT NEIGHBORS SITES. + ����u i
_LLLLLLLLLLI I — X .FT.
� i i_LLLLLLLi I X NEW T.Y.P. �
—_� �� WATER
� —___—� METER
' I REMOVE EXISTING DRIVEWAY ' I SCALE:
1 /8"- 1 —0"
SEE DRAINAGE Ex�sr�NG ���� � I ' ' � AND INSTALL NEW CURB AND GUTTER v � X
PLAN� HEDGE � EXISTING PER CITY STANDARD DETAIL I-16 ^ METER
DWG BY: HYP
LIQUID P,MBER SEE SHEET A1.2 REMOVE EXISTING DRIVEW
NEW DRIVEW,4Y � AND INSTALL NEW CURB A D GUTTER
PER CITY STANDARD TREE P��OTECTION EXISTING PER CITY STANDARD DETA�L I-16 DWG DATE: 6/12/17
SEE SHEET A1.2 I
� DETAIL I-20 SEE LIQUID AMBER CHECK BY: HYP
SHEET A1.2 FENCE PER CITY
STANDARD DETAIL6-4 (TYP.) DESIRED Z I
SEt SHEET A1.2 LOCATION SCALE: 1 /10 — 1 —0 CHECK DATE: � /
\ Fox TxE I �� �� 6 1 2 1 7
NEW
STREET
TREE FRONT YARD PAVING CALS PJT NO:
FILE NO:
TOTAL FRONT YARD WITHIN 20': 1532 SQ. FT.
� OO TOTAL PERVIOUS INTER LOCKING PAVER AREA WITHIN 20' : 0 SQ. FT. Sheet:
� L1 . 0
TOTA� HARDSCAPE AREA WITHIN 20 : 303 SQ. FT.( 19�)
1 of Sheets.