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approved plan set TM-2017-02.pdfHSM MEE IDENCE Q�Oo � lQD ���C�� LQ�C�LQ�DC� G3Do C U [P EG��0�1�9 DRAWING INDEX A-1.0 SITE /LANDSCAPE PLAN A-1.1 DEMOLITION PLAN A-2.0 FLOOR PLANS A-3.0 ELEVATIONS A-4.0 SECTIONS & ROOF C-0.0 SURVEY MAP SCOPE OF WORKS: 1. DEMOLITION UNDER SEPARATE PERMIT. 2. PROPOSED A NEW TWO STORY SINGLE FAMILY DWELLING W/ ATTACHED GARAGE. 3. OBTAIN J NUMBER FROM THE BAAQMD FOR DEMOLITION OF EX. BLDG PROJECT DATA: 1. LOT SIZE: 8,892 S.F. APN 342-29-063 Y 2. ZONING: R1-7.5, (2ND FLOOR SET BACK: 15ft MIN.) 3. CONSTRUCTION TYPE. V—B(W/ FULL FIRE SPRINKLER) OCCUPANCY GROUP: R -3/U (2 STORY BLDG) 4. BLDG CODES: 2016 California Residential Codes 5. BLDG AREA: 90 AS NOTED 2ND FL. AREA: 1,227.0 SF A) CD n Lomita Ave 1 ST FL. AREA: 2,298.0 SF. B) Rancho t GARAGE AREA 472.5 SF (C) m TOTAL BLDG AREA: 3,997.5 SF o (FRONT PORCH)104+(REAR PORCH)375 SF+264(CARPORT)=743 SF(E) 1 ST FL. 24" EAVE AREA 535 S.F. (F) 6. 2ND FL. TO 1ST FL. AREA RATIO: A/(B+C)=44.29% 7 LOT COVERAGE : (B+C+E+F) 4048.5/ 8,892 = 45.53% 8. FAR: 3997.5 / 8,892 = 44.96% 9. FRONT YARD IMPERVIOUS AREA RATIO: 30.87% (SEE SHEET A1.1 FOR DETAILS) 10. EX. HOUSE(2520sf),BASEM'T(2520sf),GAR. (506sf),1962 BUILT 11. CITY CONTACT: ERICK SERRANO TEL:408-777-3250, E—MAIL: ericks@cupertino.org 12. THE DEADLINE FOR THE SUBMISSION OF PUBLIC COMMENTS SHALL BE TWO WEEKS AFTER THE DATE OF THE NOTICE IS POSTED�—UP77— __ 2017) AN ELEC. OF THE PLANS IS AVAILABLE BY REQUEST. VINICITY MAP 9-ARR11Tl1S MARIA as 1 5' O.C. SI 1'=10'-0" _CTR OF STREET _ NOTES: 1. Calgreen checklist shall be included as a part of construction documents. 2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist in Appendix A of Chapter 14.15 will need to be filled out. 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. REVISIONS BY 5/31 /'l 7 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT DRAWN Y MC .. HQos�— CFECIED MC DATE AS NOTED d b ALE 90 AS NOTED m U JOB NO. CD n Lomita Ave 1z OF o Rancho t A a m o Qatum St Medina Ln o Woodridge Ct d o a a Almaden Ave Monta C C ro Vista Park o m m San Fernando Ave CL n W Blackberry Farms Voss Ave Vass Ave = CO Retreat Ceni aP T o a m Alcazar n a Palm Ave pvenia,,L ?22561 Mores Ave Aleslde Road i N Alcalde Rd min drive - home y h Santa Paula Ave N McClellan Rd muu o Rd CP m 3 Monia Vista High School Q cedes ella� McClellan Our lady of danta clam n Rd Ranch A legionary retreat house c p Preserve ao R s sh c StAn Cre o- M cc Ws Ave def/an Rd srd t v o o�yz � o 9-ARR11Tl1S MARIA as 1 5' O.C. SI 1'=10'-0" _CTR OF STREET _ NOTES: 1. Calgreen checklist shall be included as a part of construction documents. 2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist in Appendix A of Chapter 14.15 will need to be filled out. 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. REVISIONS BY 5/31 /'l 7 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT DRAWN MC CFECIED MC DATE AS NOTED ALE AS NOTED JOB NO. /A\—,/ SFEET 11 0 OF SFEETS I FRONT YARD PAV'G CALS: Front Yard Area: S:1'=10' -O" O 88.92 X 20 = 1,778 sf N Paving Area: 574+62+48= 684 sf Paving ratio at Front Yard: 684/ 1778= 38.47% — — 88.92' 2ND FLOOR AREA CALS 1"=10'-0° FLOOR PLAN AREA CALCULATION: SECTION DIMENSIONS AREA A 31X19 588.1 B 28X11 308.8 C 5.5X13 71.5 D 12X5.5 66 E 7X1.5 10.5 F 13.5X13.5 182 2nd FLOOR AREA 1,227 S.F. G 16.3X23 375 H 17.83X33 589.4 J 41.5X20.5 850.7 K 43.5X21 913.3 L 21X2 42.1 1st FLOOR AREA 2,770.5 S.F. TOTAL FLOOR AREA 3'997.5 S.F. M 38.83X13.5 524.8 N 16.3X23 409.5 P 21X19.5 375 BASEMENT AREA 1,309 S.F. m ALCALDE ROAD DEMOLITION PLAN S:1^= 1. ALL EXIST. IMPROVEMENT SHALL BE REMOVED 2. DEMOLITION SHALL BE UNDER SEPARATED PERMIT, 3. ALL EX. UTILITIES SHALL BE RELOCATED. CONC C/G REVISIONS BY 5/31 /'l 7 PRELIM. DESIGN REVIEW MC 8/18/'17 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED SCALE 1 "=8'-0„ JOB NO. SHEET DRAWN MC CHECKED MC DATE AS NOTED SCALE 1 "=8'-0„ JOB NO. SHEET A-1.1 OF SHEETS I I A -A A-4 — — — — — — — — — — — — — 17_10„ I PORCH L-1 375 S.F. I 11'-6" 15' 15looe' FAMILY RM U U � I Q W GUEST RM NOOK < ' 6„ � BR#1 I N I o � BOXED BEAM CD 9 _ 6ol , 0 KITLHEN o � U 0° PANTRY I o 0 LAUN. 7111� 7,�2 L — -L- — - �1 10 9 6"HGT MA a REF. o�H P WR. '-6" 6 -21 c D L) B -B B -B I CARPORT GARAGE 264 S.F. 2 DINING FUR. BEAM RAISED N UP 24" I ENTRY N STUDY LIVING CONI PORCH 104 S.F. A -A 2T— ' A--4 — 13 8 16 4 "— 1 ST FLOOR P S� 1/4'=l/ -O' FE\/ISIONS BY 5/31/'17 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT o Q� N Q U v>J�d'0 Z �Q�� S J J 0 W L7 M z o z � o V a � 0c o O A ct z (n d w an a ° U 00 x U N l O W � � W W Q Q u P—.I N DRAWN MC C4-ECIED DATE AS NOTED SCALE JOB NO. SHEET A 2�, 0 OF SHEETS CARPOR 5'— 6 " rl 2ND 13'-6" A -4 N\\ 5'-6" 12' M. BED RM - BA 4 BED RM 4 i KING SIZE BED W•1.C• i(7 I 1 —1 �-L - L 3'-6" 4 ooL 12' 3' W.I.C. �n x4n i � kBA 3 M. BATH 10'-6" oo Loll FLOOR CD I D D� 5' —6„ a cN 4/12 PORCH 0 Z W5'E 0 N D NT 3' -11 13 — 12 N N 9 $ z �/v N T -D LOFT e /4/12 4/12 /1 i O C 1/ A 12' Q0 2 • P LAN -AS: 1/4 1 , _ 0 1 N N 3.5/12 N <NN N> 4/12 17 3.5/12 0 ROOF PLAN—A POR H Fff-- ONS BY 5/31/'17 PRELIM. DESIGN REVIEW MC 8/18/'17 DESIGN REVIEW COMMENT C) W DATE AS NOTED SCALE U O QN � � O MC C) W DATE AS NOTED SCALE U O QN � � I U OF wQ� O n O 6 O W � S �+ J J WV M z o z o Q A � rC U z ct cf) a � C) U H 0 ■ a oc DRAWN MC CFECI<ED MC W DATE AS NOTED SCALE 1 "=8'-0" O nW � A 2.1 OF wQ� n O V1 �+ N DRAWN MC CFECI<ED MC DATE AS NOTED SCALE 1 "=8'-0" JOB NO. SFEET A 2.1 OF SFEETS PL 12 3.5 Ln 12 BERTH ELEVATI❑N S; 1/4"=1'-0" S: 1/4"=1'-0" Note: 1. The property owner shall record a covenant on the property for the new and existing privacy trees and the required front yard tree. 2. Following completion of construction, an affadavit from an ISA -certified arborist shall be provided confirming that the new trees have been planted properly and according to plan, and that the existing trees to remain are in good health. 3. A planning Division inspection is required to verify exterior material/ finishes, trees, landscaping and site work. ELEVATI❑N NOTES: < ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR APPRO. EQ.) ON 30 LB BLDG FELT OVER PLYWOOD SHEATING. O5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO STREET DIRECTLY) O DOUBLE GLAZED WINDOWS (TYP.) O CUSTOM SOLID CORE DOORS. O 3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP EDGE OF BLDG PAPER). O RECESSED WINDOW, OSCREEN VENT WITH 1/4" WIRED MESH (TYP.) O WEEP SCREED (TYP.) O ORNAMENTAL G.I. CHIMNEY CAP WITH APPROVED SPARK ARRESTOR. 10 CUSTOM WOOD SHUTTER Note: Any proposed changes to the approved colors and materials on this subject shall be reviewed by the City of Cupertino Planning Division prior to installation/ application. REVISIONS BY 5/31 /'l 7 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT CHECKED II III DATE AS NOTED d SCALE AS NOTED Ln 12 BERTH ELEVATI❑N S; 1/4"=1'-0" S: 1/4"=1'-0" Note: 1. The property owner shall record a covenant on the property for the new and existing privacy trees and the required front yard tree. 2. Following completion of construction, an affadavit from an ISA -certified arborist shall be provided confirming that the new trees have been planted properly and according to plan, and that the existing trees to remain are in good health. 3. A planning Division inspection is required to verify exterior material/ finishes, trees, landscaping and site work. ELEVATI❑N NOTES: < ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR APPRO. EQ.) ON 30 LB BLDG FELT OVER PLYWOOD SHEATING. O5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO STREET DIRECTLY) O DOUBLE GLAZED WINDOWS (TYP.) O CUSTOM SOLID CORE DOORS. O 3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP EDGE OF BLDG PAPER). O RECESSED WINDOW, OSCREEN VENT WITH 1/4" WIRED MESH (TYP.) O WEEP SCREED (TYP.) O ORNAMENTAL G.I. CHIMNEY CAP WITH APPROVED SPARK ARRESTOR. 10 CUSTOM WOOD SHUTTER Note: Any proposed changes to the approved colors and materials on this subject shall be reviewed by the City of Cupertino Planning Division prior to installation/ application. REVISIONS BY 5/31 /'l 7 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED DRAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A 3. 0 OF BHEETS 10 � I I I in ifi ifi in EAST ELEVATI❑N 12 3.51 TYP,-- S: 1/4"=1'-0" 0 I O I in I 12 3.51 TY - — — — — — — — — — — — — — — — GUEST RM 0 1 00 No -no F-1 LF 12 4 TYP. 12 TYP. 4 LOFT 0 M. BATH W.I.C. 12 TYP, 13 PWR `o � DINING CARPORT GARAGE I SECTION B B S1 1/4"=1'-0" 0 HILLWAY m SECTI❑N B -B M. BATH GARAGE S: 1/4"=1'-0" REVMONB BY 5/31 /'l 7 PRELIM. DESIGN REVIEW MC 8/18/'17 DESIGN REVIEW COMMENT Q N I� Q AS NOTED SCALE 1 J Q O Q � � � a. DRAWN MC Q N I� Q AS NOTED SCALE 1 J Q O Q � � � c0 OF O W 0 a. DRAWN MC C -ECKEO MC J DATE AS NOTED SCALE 1 J Q O Q � � � c0 OF SI -EFTS V W O M O Z O 4 a a N o V � U Q A z z U �D a o Q o�OC) x oc . � o oc d cn H W DRAWN MC C -ECKEO MC W DATE AS NOTED SCALE 1 W Q O Q � � � OF SI -EFTS V O O N a N U DRAWN MC C -ECKEO MC DATE AS NOTED SCALE 1 "=8'—p" JOB NO. SHEET A-4 OF SI -EFTS HSM RES IDENCIF= L07 9� 225"��00l ALCALIDE G�3Do C MpC�Qi�0�1�9 CAO DRAWING INDEX A-1.0 SITE PLAN A-2.0 FLOOR PLANS A-2.1 2ND FLOOR &ROOF A-3.0 ELEVATIONS A-4.0 SECTI SCOPE OF WORKS: 1. DEMOLITION UNDER SEPARATE PERMIT. 2. PROPOSED A NEW TWO STORY SINGLE FAMILY DWELLING W/ ATTACHED GARAGE. 3. OBTAIN J NUMBER FROM THE BAAQMD FOR DEMOLITION OF EX. BLDG PROJECT DATA: 1. LOT SIZE: 8,892 S.F. APN 342-29-063 2. ZONING: R1-7.5, (2ND FLOOR SET BACK: 15ft MIN.) 3. CONSTRUCTION TYPE: V—B(W/ FULL FIRE SPRINKLER) OCCUPANCY GROUP: R -3/U (2 STORY BLDG) 4. BLDG CODES: 2016 California Residential Codes 5. BLDG AREA: 2ND FL. AREA: 1,227.0 SF �A) 1 ST FL. AREA: 2,298.0 SF. B) GARAGE AREA 472.5 SF (C) TOTAL BLDG AREA: 3,997.5 SF (FRONT PORCH)104+(REAR PORCH)375 SF+264(CARPORT)=743 SF( 1 ST FL. 24" EAVE AREA 535 S.F. (F) 6. 2ND FL. TO 1ST FL. AREA RATIO: A/(B+C)=44.29% 7 LOT COVERAGE : (B+C+E+F) 4048.5/ 8,892 = 45.53% 8. FAR: 3997.5 / 8,892 = 44.96% 9. FRONT YARD IMPERVIOUS AREA RATIO: 30.87% (SEE SHEET A1.1 FOR DETAILS) 10. EX. HOUSE(2520sf),BASEM'T(2520sf),GAR.(506sf),1962 BUILT 11. CITY CONTACT: ERICK SERRANO TEL:408-777-3250, E—MAIL: ericks@cupertino.org 12. THE DEADLINE FOR THE SUBMISSION OF PUBLIC COMMENTS SHALL BE TWO WEEKS AFTER THE DATE OF THE NOTICE AN PEOLEC D(COPY OF THE PLANS S 1AVPILABLE BY REQUEST. VINICITY MAP 05/10/'17 PRELIM. DESIGN REVIEW Q a D� MC Alcaza DATE E Palm Ave U AS NOTED Oco!.■ 3 l A-1.0 SFEET iii H OS OF BFEETB Vo m 22551 Alcalde Road �, � 'p,o m CD U p, I m /,I m Lomita Ave N b McClellan Rd Mc( Ranch 0 D a m 0 a Monta Vista entu(la St ro m � Medina Ln 3 Woodridge Ct a aMcCtu'NO Almaden Ave MRaneh n Monta y o m m 0 o �� Vista Park °om w m h St Andrews San Fernando Ave M��1e¢ • J Ave y c a rn Blackberry Farms Voss Ave l 1141 Vass Ave = Retreat Center d¢ Avenidd� Our lady of Banta clara legionary retreat house W 0 r� x 0 0 P CLo Alcalde Rd Q.d S� ,,cede$Rd G4 r 01 /0 30"TREE 1 0" J 2—ARBUTUS MARIA @15' O.C. (OR APPROVED EQ.—SEE NOTES 1/A-1) 88.92' PORCH N N BLDGA 2nd FLOOR LI PORCH 0 N 10ft Street Dedication Driveway A I 22'-1" m 05/10/'17 PRELIM. DESIGN REVIEW Q a D� MC Alcaza DATE E Palm Ave U AS NOTED • A-1.0 SFEET m Dolores Ave OF BFEETB Vo m 22551 Alcalde Road �, � l0 min drive - hame p, I w Santa Paula Ave N McClellan Rd Mc( o A D Monta Vista High School 0 ro m � 3 0 aMcCtu'NO MRaneh n Rd d o �� Preserve pan'�L(sl h St Andrews hjeeit�r�art M��1e¢ • J Ave y Ra s + y�S l 1141 /0 30"TREE 1 0" J 2—ARBUTUS MARIA @15' O.C. (OR APPROVED EQ.—SEE NOTES 1/A-1) 88.92' PORCH N N BLDGA 2nd FLOOR LI PORCH 0 N 10ft Street Dedication Driveway A I 22'-1" S TE PLAN S: 1'=10'-0" 10 0 10 20 30 own _CTR OF STREET NOTES: 1. Calgreen checklist shall be included as a part of construction documents. 2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist in Appendix A of Chapter 14.15 will need to be filled out. 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. 0 0 0 REVIENONB BY 05/10/'17 PRELIM. DESIGN REVIEW .o CFECI�D D� MC 19'-11" S TE PLAN S: 1'=10'-0" 10 0 10 20 30 own _CTR OF STREET NOTES: 1. Calgreen checklist shall be included as a part of construction documents. 2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist in Appendix A of Chapter 14.15 will need to be filled out. 3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE. 0 0 0 REVIENONB BY 05/10/'17 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT CFECI�D MC DATE AS NOTED O c) i Q�N � U U O O W � J J C 0 LV z M 0 V a o �o A z z � w Cl)a o Q p�0C V 7 � 00 rW V W � 0 � W � W Q � n O N DRAWN CFECI�D MC DATE AS NOTED SCALE AS NOTED JOB NO. A-1.0 SFEET OF BFEETB Driveway O N FRONT YARD PAV'G CALS Front Yard Area: S:1'=10'-0" 88.92 X 20 = 1,778 sf Paving Area: 574+62+48= 684 sf i Paving ratio at Front Yard: 684/ 1778= 38.47% — — 1 ST FLOOR AREA CALS 1'=10"-0" 2ND FLOOR AREA CALS 1"=10'-0" FLOOR PLAN AREA CALCULATION: SECTION DIMENSIONS AREA A 31X19 588.1 B 28X11 308.8 C 5.5X13 71.5 D 12X5.5 66 E 7X1.5 10.5 F 13.5X13.5 182 2nd FLOOR AREA 1,227 S.F. G 16.3X23 375 H 17.83X33 589.4 J 41.5X20.5 850.7 K 43.5X21 913.3 L 21 X2 42.1 1st FLOOR AREA 2,770.5 S.F. TOTAL FLOOR AREA 3'997.5 S.F. M 38.83X13.5 524.8 N 16.3X23 409.5 P 21X19.5 375 BASEMENT AREA 1,309 S.F. 9 ALCALDE ROAD DEMOLITION PLAN S:1^= 1. ALL EXIST. IMPROVEMENT SHALL BE REMOVED 2. DEMOLITION SHALL BE UNDER SEPARATED PERMIT, 3. ALL EX. UTILITIES SHALL BE RELOCATED. CONC C/G REVISIONS BY 05/1 0/'17 PRELIM. DESIGN REVIEW MC 8/18/'17 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED SCALE 1 "=8'-O„ JOB NO. SHEET � b� N Q rQ }. 1U Q U O l� O W O S\ J J C 0 W z M 0 rc ct z (n w on Q U � oc Ix W W � O � W W Q � V W � N � DRAWN MC CHECKED MC DATE AS NOTED SCALE 1 "=8'-O„ JOB NO. SHEET A-1.1 OF SHEETS A -A A-4 00, 100 I PORCH 375 S.F. 15' 15' 11'-6" I FAMILY RM U � U Q w Q NOOK GUEST RMol 7'-6" B #1 I N 0 0 � o � I L — BOXED BEAM ^ ❑ 9'-6 6 LO EJ 10 ll�y KITCI+IEN rn I PANTRY m LD L LAII1 a. 73 14 lg lg -IF 7 » 12 � 1�10 L — JL —J c �0 9 0o REF. 8 'HGT MAX. -6" 6 y� coP WR. 10 B -B A-4 4 A-4 I I GARAGE DINING I 2 7 BEAM RAISED UP 24" N I ENTRY N I I STUDY 23' LIVING I 2 — — — ;� PORCH 104 S.F. A 16 4 8 134-221-61)- 12 1 RT FLOOR PLAN -B S: T/ 4 T 0 FEVEiIONS BY 05/1 0/'17 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED o Q� N � U Q C..) O o w 7ivJ�d,O z 0f a J J C W z M 0 HQ �o A �C ct co 00 u Q O U U 00 j T. � rW V W � � W W N DRAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET A 2. 0 OF SHEETS a014 04> c) cy) M 3/12 0 a04 2 z �/lv 4/12 0 1-1 aC\l PORCH 2 z[/5'E a� 2 z I/V aN 4/12 0 "D r 4/12 D 4v 3.5/12 PORCH 3.5/12 co M A-4 ROOF PLAN -B REVISIONS BY 05/1 0/'17 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT DRAWN MC CFIECIED MC DATE AS NOTED SCALE AS NOTED JOB NO. A-2.1 SFEET OF sFEETs L I Ln E I 12 12 TYP, 4 4 TYP. I 9 / 12 I / 3,5 FTYP, EJ1 10 / I I / 2ND Li co I LEI L:Hl o �I I co o� 1ST FL =42 .7 ��a 12 TYP, 3,5 I —1,_n„ LP 2ND FL \ \ \ I \ I 1ST FL Note: 1. The property owner shall record a covenant on the property for the new and existing privacy trees and the required front yard tree. 2. Following completion of construction, an affadavit from an ISA -certified arborist shall be provided confirming that the new trees have been planted properly and according to plan, and that the existing trees to remain are in good health. 3. A planning Division inspection is required to verify exterior material/ finishes, trees, landscaping and site work. ELEVATI❑N NOTES: < ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR APPRO. EQ.) ON 2-30 LB BLDG FELT OVER PLYWOOD SHEATING. O5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO LANDSCAPE AREA) ODOUBLE GLAZED WINDOWS (TYP.) O CUSTOM SOLID CORE DOORS. O3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP EDGE OF BLDG PAPER). O RECESSED WINDOW, O SCREEN VENT WITH 1/4" WIRED MESH (TYP.) OWEEP SCREED (TYP.) O ORNAMENTAL G.I. CHIMNEY CAP WITH APPROVED SPARK ARRESTOR. <@>CUSTOM WOOD SHUTTER Note: Anyproposed changes to the approved colors and materials nn t1 l I;C C77h1P!`t Chall P rP��; P�x�P� hX1 tYIP City of Cupertino application. I� REVIBIONB BY 05/1 0/'17 PRELIM. DESIGN REVIEW 8/18/'17 DESIGN REVIEW COMMENT CHECKED MC DATE AS NOTED � O a� Ni' _ U J , O W 0 A' J�� SSP J J 0 LV z M 0 V PLO o � o O A Z M z Cl)� w a o Q C U OC V 7 00 �W V W . rl W Q N � N � DRAWN MC CHECKED MC DATE AS NOTED SCALE AS NOTED JOB NO. SHEET 0 3. 0 OF BHEETS NORTH ELCVATI❑N-B S: 1/4"=1'-0" Alfty.kyr. GARAGE SECTI❑N BB S: 1/4"=1'-0" IN B -B a I:IIIRTI%\'1 m ilvi m Q : I C I V 01%1 GUEST RM HN.«milm 12 YP. 3.5 REVIBIONB BY 05/1 0/'17 PRELIM. DESIGN REVIEW MC 8/18/'17 DESIGN REVIEW COMMENT c*-IECKEO MC DATE AS NOTED SCALE 1 "=8'-p" JOB NO. SHEET A-4 DRAWN MC c*-IECKEO MC DATE AS NOTED SCALE 1 "=8'-p" JOB NO. SHEET A-4 OF SI -EFTS NOTES: 1. THIS ELECTRONIC FILE IS SOLELY FOR THE USE OF THE ARCHITECT FOR THE DEVELOPMENT OF HIS/HER ARCHITECTURAL DRAWINGS TO OBTAIN BUILDING PERMITS. 2. THIS MAP SHALL NOT BE USED TO STAKE OUT CONSTRUCTION IMPROVEMENTS IN THE FIELD. 3. THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF MY PROFESSIONAL WORK PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED TO THE CLIENT AS AN INSTRUMENT OF SERVICE. IN EVENT THE ELECTRONIC FILE IS ALTERED, THE SAID PAPER PRINT MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT SURVEY INFORMATION. RW ENGINEERING, INC. SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE, OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE. 4. THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY AT THE TIME THE SURVEY WORK WAS COMPLETED. 5. BOUNDARY LINES DELINEATED ON THIS MAP ARE ESTABLISHED BASED ON A FIELD SURVEY FROM FOUND MONUMENTS AS SHOWN ON TRACT MAP NO. 1757, FILED FOR RECORD IN BOOK 71 OF MAPS AT PAGE 46, SANTA CLARA COUNTY RECORDS. 6. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 7. ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. 8. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 9. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 10. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY RW ENGINEERING, INC.. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. LEGEND — — PROPERTY LINE CENTERLINE SS UTILITY LINE—TYPE AS NOTED O STREET LIGHT ❑ PG&E UTILITY BOX—TYPE AS NOTED ❑ WM/GM WATER/GAS METER D4 WV WATER VALVE TRACT 1757 ® CURB CATCH BASIN (71 M 46) FIRE HYDRANT QMH MANHOLE—TYPE AS NOTED O CO SANITARY SEWER CLEANOUT PP 0-- OH POWER POLE W/ OVERHEAD WIRE 10- BENCHMARK 200 CONTOUR LINE Oo M 0 N MONUMENT 12" TREE—TRUNK DIAMETER IN INCHES SPECIES NOTED WHEN KNOWN GUY WIRE ABBREVIATION AD AREA DRAIN A.E. ANCHOR EASEMENT AC ASPHALT CONCRETE BRI BRICK C/G CURB & GUTTER C CONCRETE DI DRAIN INLET FF FINISH FLOOR GRADE FL FLOWLINE GM GAS METER LG LIP OF GUTTER MB MAIL BOX P.U.E. PUBLIC UTILITY EASEMENT P.S.E. PUBLIC SERVICE EASEMENT SDMH STORM DRAIN MANHOLE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE S/W SIDEWALK TC TOP OF CURB TRC TOP OF ROLLED CURB W.C.E. WIRE CLEARANCE EASEMENT WM WATER METER �— OH SD °�c X, SS BENCHMARK: SCVWD BENCHMARK BM#401 ELEV: 391.64 (NAVD 88 DATUM) BASIS OF BEARINGS: THE BEARING N89'37'00"W OF THE CENTERLINE OF ALCALDE ROAD AS SHOWN ON TRACT MAP NO. 1757 FILED IN BOOK 71 OF MAPS AT PAGE 46, SANTA CLARA COUNTY RECORDS. 26" o —0 30 O b , �4�v -N- 0 5 10 20 SCALE: 1 " = 10' '177.84x k SHEDI ���x°�\ o�° '° �°ox��� ����� / x�� ���� x��o �� ��� x�ti CONC PATIOx x�x ooxx x\ti x4CONC D/W�,b xXa) GARAGE FF=429.25 x- 0' 'b RW x�o x xp' 1 O �� X" x�o �1� ° I MILPITAS, CA 95035 (P) (408) 262-1899 (FAX) (408) 824-5556 X, BOUNDARY & TOPOGRAPHIC MAP CONC �,° o° mooo x ao CONC PATIO ° x��° Ch 0 x° x �1 x x x 'c� x���. o. �o� �ti x,ti x o � I 4„ 4y n x � 4 �� 1 ° wv BBQ x x ° ° o / POND �. x °�° o�� x X1o1 x CONC PATIO �. ti o X, X, x 'S X�. �h x 41. Q o� X, o opo. 0 � 1111 �9� Dem x� ��b L x CHIMNEY �ti� x xD/X CONC PATIO o k ° x11 x� o CO x HOUSE FF=430.7 0 �°0 36,E x ��� 11�o x �. x x X, I \ G tio��o 0o x��oo 0�° CO � g Ed 1�1 x x 16 PORCH / °. x t j1- 430.0 �� x `� x ox ° � oX, x 0IRR x��°� o°x4 � CONC tio° x �° x A� A� ,moo. , o Xxo 0) x�o o)'' ° AC D/W �10 ti o X, xl°�, I� 1�o. ° o o h e 00 ��� AC D/W 03- � 14 2� SS SS SS SS vn vn k SS — RW ENGINEERING, INC. 'b RW x�o x dY �� X" x�o �1� 505 ALTAMONT DRIVE I MILPITAS, CA 95035 (P) (408) 262-1899 Ch 0 x° x �1 x x x 'c� x���. o. �o� �ti x,ti x o � I 4„ 4y n x � 4 �� 1 ° wv BBQ x x ° ° o / POND �. x °�° o�� x X1o1 x CONC PATIO �. ti o X, X, x 'S X�. �h x 41. Q o� X, o opo. 0 � 1111 �9� Dem x� ��b L x CHIMNEY �ti� x xD/X CONC PATIO o k ° x11 x� o CO x HOUSE FF=430.7 0 �°0 36,E x ��� 11�o x �. x x X, I \ G tio��o 0o x��oo 0�° CO � g Ed 1�1 x x 16 PORCH / °. x t j1- 430.0 �� x `� x ox ° � oX, x 0IRR x��°� o°x4 � CONC tio° x �° x A� A� ,moo. , o Xxo 0) x�o o)'' ° AC D/W �10 ti o X, xl°�, I� 1�o. ° o o h e 00 ��� AC D/W 03- � 14 2� SS SS SS SS vn vn k SS — �o1 xl SS SS SS SS SS SS SS ALCALDE ROAD 0 �1< x x �ti ,� �Q oe N89.37'00"W 374.45' �p LAND S .pA NO. IB931 RENEWAL DATE: J, 09-30-18 OF CALt��4D 0 o° D SD CONC C/G RW ENGINEERING, INC. 'b RW CIVIL ENGINEERS • LAND SURVEYORS �� X" x�o �1� 505 ALTAMONT DRIVE I MILPITAS, CA 95035 (P) (408) 262-1899 (FAX) (408) 824-5556 rwengineering®gmail.com BOUNDARY & TOPOGRAPHIC MAP JUNE 27, 2017 CONSISTING OF ONE SHEET SITE: 22561 ALCALDE X�ti �� �0 10" o, 2 o CUPERTINO, CA APN: 342-29-063 AREA: 19,562 S.F.f �o1 xl SS SS SS SS SS SS SS ALCALDE ROAD 0 �1< x x �ti ,� �Q oe N89.37'00"W 374.45' �p LAND S .pA NO. IB931 RENEWAL DATE: J, 09-30-18 OF CALt��4D 0 o° D SD CONC C/G o o � 'b x� / x �� � �� X" x�o �1� x��� x��� x CO �� I 16 kti O x� �� �ti SIDEWALK X�ti �� �0 10" o, 2 o x�o �ti� AC D/W x � � ��� x ti��o \ x� / ELE o MB o �° x��o o ° N89'37'00"w WM°'� �� ° �1� �o �� � � �' x _ H x H O H 177 84' o x a� �� o o x TEL CONC C/G EDGE OF PAVEMENT D SD SD SD SD SD SD SD SD D SD �o1 xl SS SS SS SS SS SS SS ALCALDE ROAD 0 �1< x x �ti ,� �Q oe N89.37'00"W 374.45' �p LAND S .pA NO. IB931 RENEWAL DATE: J, 09-30-18 OF CALt��4D 0 o° D SD CONC C/G �'b SS WATER USAGE LEGEND ZONE DESCRIPTION IRRIGATION AREA ZONE A: GRASS AREA HIGH TBD ZONE B: N/A N/A TBD ZONE C. PLANTING AREA LOW TBD TOTAL LANDSCAPE AREA TBD STEP NUI T.B.D. GRAVEL GRASS AREA: TBD SYMBOL HARDSCAPE LEGEND DESCRIPTION CONCRETE PATH WAY WITH BROOM FINISH TILE OVERLAY OVER CONCRETE COLORED STAMPED CONCRETE (INDICATED IN THE PLAN) INTER LOCKING PAVER BLDG AREA NOTES: a. The property owner shall record a covenant on the property for the new trees/shrubs planted for purpose of required replacement trees, privacy protection, and required front yard tree. b.Following completion of construction, and affidavit from an affidavit from an ISA—certified arborist shall be provided confirming that the new trees have been planted properly and according to plan. c. A planning department inspection is required to verify exterior materials/finishes, trees, landscaping, site work. ,0I A certified landscaping professional shall conduct a landscaping installation audit after the landscaping and irrigation systems have been installed per Chapter 14.15 (Landscape Ordinance). The findings of the assessment into a landscape installation report provided Sion. NOTES: 1. Calareen checklist shall be included as 0 part of construction documents. E OVERLAY e. The property owner hall sign a landscape maintenance agreement per Chapter 14.15 (Lan capeNIN�)ce), prepared by the City, and record it with the Santa Clara Co. ecorderA�Ma *lce. D The property owner &hall cont@�$E the Planning Division in advance of the fi al to prepare the agre ent. f. A certified lands(.a e,/professional shall provide a landscape and irrigation maintenance schedule per Chapter 14.1 (Landscape Ordin pce) to the Planning Division. GENERAL NOTES: E C 1. ALL HARDSCAPE AND LANDSCAPE AREAS SHALL NTING AREA HAVE PROPER SLOPE AND DRAINAGE AWAY FROM THE HOUSE OR TOWARD APPROPRIATE DRAINAGE STRUCTURE TO CARRY WATER TO AN APPROVED DRAINAGE OUTLET 2.CONTRACTOR IS RESPONSIBLE FOR PROPER DRAINAGE OF ALL AREAS AND SHALL ADHERE CD TO ALL APPLICABLE LOCAL BUILDING CODES Sk AND INDUSTRY STANDARD FOR ALL WORK CONTAINED IN THESE PLANS. S 3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING APPROVED, BEST INDUSTRY ACCEPTED PRACTICES, SPECIFICATIONS AND METHOLDS FOR INSTALLATION OF ALL ITEMS CONTAINED IN THESE PLANS. 4. CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY FOR ALL WORK CONTAINED IN THESE PLANS. EnV2, Inc. Enivision of Nature CA LIC.: A, B, C27 910951 1937 CONCOURSE DR. SAN JOSE, CA 95131 TEL: (408) 890-6289 FAX: (408) 886-7229 i N�' a O Q W U P4 U F-+ w U N � � W W U z z Q W LL LLI O � Q z w Q z 0 �aaaaa SCALE: 1 /8))-V-0)) -0" DWG BY: HYP DWG DATE: 11/30/17 CHECK BY: HYP CHECK DATE: PJT NO: FILE NO: Sheet:Ll .0 1 of 1 Sheets. LEGEND --- PROPERTY LINE CENTERLINE Ss UTILITY LINE -TYPE AS NOTED o STREET LIGHT ❑ ELEC UTILITY BOX -TYPE AS NOTED ❑ WM WATER METER m wV WATER VALVE ® CURB CATCH BASIN FIRE HYDRANT Q MH MANHOLE -TYPE AS NOTED O CO SANITARY SEWER CLEANOUT PP '�,- OH — POWER POLE W/ OVERHEAD WIRE � BENCHMARK 200 CONTOUR LINE Q• MON MONUMENT 0 12" TREE -TRUNK DIAMETER IN INCHES SPECIES NOTED WHEN KNOWN OVERLAND RELEASE ABBREVIATION P.S.E. PUBLIC SERVICE EASEMENT BENCHMARK: ELEV: 391.64 (NAVD 88 DATUM) BASIS OF BEARINGS: THE BEARING N89°37'00'W OF THE CENTERLINE OF ALCALDE ROAD AS SHOWN ON TRACT MAP NO. 1757 FILED IN BOOK 71 OF MAPS AT PAGE 46, SANTA CLARA COUNTY RECORDS. OH 0 5 10 20 SCALE: 1'$ = 10' TRACT 1757 (71 M 46) OF 10' GAS LINE EASEMENT 1750 O.R. 213 20' EX. FUTURE R/W R/W 10' R/W DEDICATION 4' 5.5' I AC CONFORM TO CENTERLINE EX. EDGE OF OF STREET PAVEMENT 2% MIN. 4% MAX. NEW C/G 1 /4" PER FT. a a a NEW S/W EX. ROADWAY WIDENING TYPICAL HALF ALCALDE ROAD STREET SECTION NOT TO SCALE 88.92' SHEDI v \ I \ N EX. SHED TO N BE REMOVED BUILDING SETBACK LINE Po ch I CONIC D T� arport DRAINAGE EASEMENT FOR LEACHFIELD 3597 O.R. 63 ,I CONIC 30" 4:3� EX. HARDSCAPE & RETAINING WALLS TO BE - = REMOVED CONIC PATIO EX. HOUSE & GARAGE TO BE REMOVED PARCEL A 8,892 S.F. HOUSE FF=430.7 GENERAL NOTES: OWNER & SUBDIVIDER: ALLEN & CINDY HSU �2 10229 SCENIC BOULEVARD 8,892 ww APN: 324-29-063 00 SINGLE FAMILY RESIDENTIAL (R1-7.5) PROPOSED USE: SINGLE FAMILY RESIDENTIAL 0 SAN JOSE WATER COMPANY STORM (ON-SITE): 0 STORM (OFF SITE): NN p CUPERTINO SANITARY DISTRICT 0 0 CD TELEPHONE: ZZ CABLE TV: COMCAST SOLID WASTE & RECYCLING WEST VALLEY COLLECTION & RECYCLING TOTAL ACREAGE OF 0.45 AC (19,562 SQ. FT.) PROPOSED SUBDIVISION: OWA I I T� arport DRAINAGE EASEMENT FOR LEACHFIELD 3597 O.R. 63 ,I CONIC 30" 4:3� EX. HARDSCAPE & RETAINING WALLS TO BE - = REMOVED CONIC PATIO EX. HOUSE & GARAGE TO BE REMOVED PARCEL A 8,892 S.F. HOUSE FF=430.7 GENERAL NOTES: OWNER & SUBDIVIDER: ALLEN & CINDY HSU COVER SHEET 10229 SCENIC BOULEVARD 8,892 CUPERTINO, CA 95014 APN: 324-29-063 EXISTING ZONING: SINGLE FAMILY RESIDENTIAL (R1-7.5) PROPOSED USE: SINGLE FAMILY RESIDENTIAL WATER: SAN JOSE WATER COMPANY STORM (ON-SITE): N/A STORM (OFF SITE): CITY OF CUPERTINO SANITARY: CUPERTINO SANITARY DISTRICT GAS & ELECTRIC: PG&E TELEPHONE: AT&T CABLE TV: COMCAST SOLID WASTE & RECYCLING WEST VALLEY COLLECTION & RECYCLING TOTAL ACREAGE OF 0.45 AC (19,562 SQ. FT.) PROPOSED SUBDIVISION: OWA N89°37'00'W 177.84' 88.92' ' (426 NEW RETAINING WALL p4" BBQ CONIC PATIO I 7'-6" I 7'-6" ONC PATir N BUILDING SETBACK LINE 4 4„ ` Porch l � �(orwr CONIC PATIO (428) - PARCEL B 8,8 9 2 S. F. \\ • 0 0 VOSS AV W -N - 0 n PALM AV 0 o =PROJECTALCALDE RD � SANTA PAULA AV D � C Z C7 D Z7 0 o McCLELLAN RD 0 z VICINITY MAP Z NOT TO SCALE 22'-1" N CA 0 C m 0 0 CD PARCEL A PARCEL B TOTAL NET AREA COVER SHEET 8,892 S.F. 8,892 S.F. IMPERVIOUS SURFACE 4,480 S.F. 3,910 S.F. PERVIOUS PAVING 421 S.F. 421 S. F. PERVIOUS SURFACE RELOCATE TELEPHONE VOULT TO NEW SIDEWALK. 3,991 S.F. 4,561 S.F. COORDINATE WITH AT&T DEDICATION N CENTERLINE OF ♦ STREET RELOCATE POWER OWA 177.84' POLE. COORDINATE WITH PG&E - - _ _ N89°37'00"W (BASIS OF BEARINGS) _ - 436.45' MON-MON - - - SS - - SS - - SS • 0 0 VOSS AV W -N - 0 n PALM AV 0 o =PROJECTALCALDE RD � SANTA PAULA AV D � C Z C7 D Z7 0 o McCLELLAN RD 0 z VICINITY MAP Z NOT TO SCALE 22'-1" N CA 0 C m 0 0 CD PARCEL A PARCEL B TOTAL NET AREA COVER SHEET 8,892 S.F. 8,892 S.F. IMPERVIOUS SURFACE 4,480 S.F. 3,910 S.F. PERVIOUS PAVING 421 S.F. 421 S. F. PERVIOUS SURFACE RELOCATE TELEPHONE VOULT TO NEW SIDEWALK. 3,991 S.F. 4,561 S.F. SHEET INDEX DESCRIPTION SHEET NO. COVER SHEET TM -1 PRELIMINARY GRADING PLAN TM -2 20' GAS LINE EASEMENT SD SD SD SD S - 1792 &R. 249 SD - 1430) I 20' ROADWAY DEDICATION (431 \ 2057 O.R. 244 X429 62.00' MON-TIE LINE SS Ss SS SS - SS D4 EB WIN' WINAM1=1 ALCALDE ROAD SS CONIC C/G SD 196.61' MON-TIE LINE SS - SS m Lu Q 0 z O > U' z Uo Z �j C� N z_o z CD r1/ :Lu L.L1 U LLLL � J W Z_ ' cta W ~ C) N 00 Z W Z U U Z CZE U Q z v z Lu V w Q � CD _J Lo� _ >< XQ W CC � ES Sl ui 50541 RENEWAL DATE: 06-30-19 s�q p I V\, -- OF \ , - TF OF CAQ DATE: 11/20/17 Z CQ p G f^ Q J _ O Q w > U U 0 w [)�mp0 nQ D J Z I..L U! Q > O J w J Q a - Q cy c U L0 ZO N W N DATE: 11/20/17 SCALE: AS NOTED DESIGNED BY: RW DRAWN BY: RW SHEET NO. TM -1 1 OF 2 SHEETS J SC SD N NEW CURB & GUTTER ROADWAY WIDENING. RELOCATE TELEPHONE VOULT TO NEW SIDEWALK. 10' STREET AND SIDEWALK AC CONFORM TO COORDINATE WITH AT&T DEDICATION N CENTERLINE OF STREET RELOCATE POWER � 177.84' POLE. COORDINATE WITH PG&E - - _ _ N89°37'00"W (BASIS OF BEARINGS) _ - 436.45' MON-MON - - - SS - - SS - - SS ALCALDE ROAD SS CONIC C/G SD 196.61' MON-TIE LINE SS - SS m Lu Q 0 z O > U' z Uo Z �j C� N z_o z CD r1/ :Lu L.L1 U LLLL � J W Z_ ' cta W ~ C) N 00 Z W Z U U Z CZE U Q z v z Lu V w Q � CD _J Lo� _ >< XQ W CC � ES Sl ui 50541 RENEWAL DATE: 06-30-19 s�q p I V\, -- OF \ , - TF OF CAQ DATE: 11/20/17 Z CQ p G f^ Q J _ O Q w > U U 0 w [)�mp0 nQ D J Z I..L U! Q > O J w J Q a - Q cy c U L0 ZO N W N DATE: 11/20/17 SCALE: AS NOTED DESIGNED BY: RW DRAWN BY: RW SHEET NO. TM -1 1 OF 2 SHEETS R DOWNSPOUT NOTE: D=10' MIN.** CONTRACTOR SHALL REFER TO STRUCTURAL * S=2% MIN. FOR IMPERVIOUS PLAN FOR CONSISTENCY SURFACE. PRIOR TO CONSTRUCTION. ** D<10' WHEN OBSTACLE OCCURS. FINISH FLOOR SPLASH FLOOR JOISTS BLOCK _ MAX S=5% MIN.* M81' MIN. 20" MIN. (VERIFY) -I i l-iil EARTH SWALE 1% MIN.F-1T=1T: 18" COBBLES GROUND 2„ MIN. - N - 24" SANDY LOAM W/ MINIMUM INFILTRATION RAE OF 5"/HR. G2 ROCKED SWALE TM2 NOT TO SCALE Uri EARTHWORK TABLE LOCATION CUT (CY) FILL (CY) IMPORT (CY) PARCEL A 50 30 PARCEL B 250 50 BASEMENT 0 350 TOTAL 300 430 130 NOTE: EARTHWORK QUANTITIES ON THIS TABLE ARE FOR INFORMATION ONLY. CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITIES TAKE -OFF. L-� TW 428.0 TW 428.0 TW 427.9 BW 426.8 BW 426.5 DAYLIGHT TYPICAL GRADING AROUND FOUNDATION 0.� NOT TO SCALE ����x - -10 ► ► ► ►, 10 14_P6) '' DI O 26" 12" DI FL o �6, FL RIM 427.5 ��° FG RIM 427.5 F� 426.4 ���o�� ROCKED SWALE PER�o�° �� 424.6 IW X426.0 427.7 BW 425.9 F2 x�ti DETAIL 2/TM 1 © 1 % ll`l x FL ��� oOx � SD SD SD D �` SD A MIN. (TYP.) do°� 424.5 o� DI TM2 �1o. x` 33 LF -6 PVC 33 LF -6 PVC RIM 427.5 FL °� o�o�o� o� o�� o X, x�o SD S=0.005 SD S=0.005 BVyo 425.8 427.0 ��° �ti �° goo o� �o� �� x�o FG FG ��o� ���o �° �o 427.2 V, x x 428.0 ADJACENT (428)1 -DS DS o DS `� �� ��w. X��o. o ��° X) GARAGE ut4x ° ��� �tiA�� ��° x° ��� FL x ` ��. �x 1 x ll �l P(WH 427.7 1 POOCH x� o �� TW 428.0 �o ����° �ti�� o -f42 ��� ��0 0.�' BW 428.0 x °�x - x ��� ��o�`D � �� DS �o TRACT 1757 x �� (71 M 46) ��° FS ��� a�° x, FS 429.0 x�� 39 LF -6" PVC�� x�ti 2% , ��o�� x��o x°�o SD © S=0.005 I w �° o�. N(ALE PER DETAIL , l`��� �� o SWALE PER DETIL x X01<°, M1 @ 1% MIN. ° �o� � Alob o g �� ��o. tio�� 1/TM1 @ 1% MIN. x� 1 (TYP.) �. x o�tio N � MAINTAIN EXISTING �� ��� (NP') 2% �� � x� �o�. I GRADES ALONG x�� 2% �o� PROPERTY LINE o �o ti� A 077N 6" AD 6" AD ���� FS 1� JFLPARCEL A RIM 427.4 RIM 426.7 427 0 xDS DSFF-430.7 INV 425.4 INV 425.2 �� �i`�FS FS GFF=429.7' PAD=428.7DS PARCEL B GFF=427.0��� ��)x xv�� 429.0 429.3 FF=428.7 ��° 2% xo �o�CARPORT x��° o TM2 PAD=426.7 x e SECTION C -C NOT TO SCALE SD SS ROCKED SWALE PER DETAIL 2/TM 1 @ 1 % MIN. (TYP.) 0 BSW ��o ° 429.50 BSW BSW 428.81 428.25 PROVIDE AC CONFORM @ NEW SIDEWALK X � TC oo 'd 429.31 r A.99 WMum CH ` a AC D/W SD SD 1430) x W o �42a�» OVERLAND ��x61 ��4° 6 BUBBLER RELEASE RIM 427.2 / BSW p�25i BSW r INV 425.0 �g21i '� �� x`, / 425.19 424.63 o o a a ^ . L� °� d o� 4 Q d °�� °a47\ --4T2 , 1°1 0 X ° NIL � o o d �� °`�� ���� oo AIM - - - - - - - OVERLAND RELEASE + BSW 423.94 DEWALK �I E rn W U z W W z 46 POSTS © o 4' 0. C. > I Lu FINISH GRADE SLOPED PER PLAN f III�!I Q O d U cV z M a 4 0 U oe %4" DRAIN ROCK SECTION A -A NOT TO SCALE KEYSTONE WALL OR - SIMILAR. 18" MAX. HIGH FINISH GRADE SLOPED PER PLAN OH OH a- f� _ 4 S=0.031 EDGE Or rrwuwuv i NEW CURB GUTTER SD SD SD AND SIDEWALK SD SD SID D - - NEW POWER POLE LOCATION. ROADWAY WIDENING. COORDINATE WITH PG&E AC CONFORM TO CENTERLINE OF X42 i FOR JOINT TRENCH TO STREET �� 9J S=0 0332 uni ICC - SS SS NEW WATER SERVICE & METER TO HOUSE ----------- = W W W SS - NEW SEWER LATERAL AND CLEANOUT TO HOUSE 0 - 2X REDWOOD PLANK. 18" MAX. HIGH FINISH GRADE b cn SLOPED PzER PLAN o -� Z �j rrT -11111 11ll N z_o z 0 r1/ � JU LLLL � � Lu > °O L`nr, : LU r7 I I c.) Z 00 Lo w ~a' N Z Z -0,Z 0 U W W C o o W iz JQvz Q ~CD > C5 W L.L QFtOFESS/p� SRT Yrn , �l ui 50541 RENEWAL DATE: 06-30-19 s�q Cl TF OF CAL�F� EX. FENCE DATE: 11/20/17 NEIGHBORING LOT SECTION B -B NOT TO SCALE �o TC ^ONC C/G S=0.031 423.75 SID SD RELOCATE TELEPHONE ,OCATE POWER �°�e� VOULT TO NEW SIDEWALK. PONE. COORDINATE � COORDINATE WITH AT&T WITH PG&E s�' w�.S=0.0324 - SS - 3S SS EX. SEWER LATERAL AND CLEANOUT TO NEW WATER SERVICE REMAIN & METER TO HOUSE W- _ W W CIC C G W W W ALCALDE ROAD SD 0 SS x4'(PAVERS) X GARAGEN 6" PVC @ 0.5% I I 1 4 � x`GARAGE ��� 1 2% � � MIN. (�_° TYP. ) � � 38 LF -6„ PVC x o �� , x�c� SD ® S=0.005 x� l i , ����0 FS 429.0 D GFF=429.5 38 LF -6" PVC SD ®S=0.005 GM GM ��o°�� x o� , � GFF=426.8 FL 1 I 1x. I EM FS 423.8 FL FS EM o ' 428.0 P o% 427.2 x� x Porch �o d 428.9 °� o x� x� �h DS DSV DS o1 DG WALK 04 DG WALK x�� ��o� x NEW D/W (PAVERS) FL a °� ��b �° o 427.0 NEW D/W ����°o FL F� 6" BUBBLER (PAVERS) 0 o x����w� U x�� ;-� 42 .7 428 0 RIM INV 426.7 425.0 C' 91 0 BSW ��o ° 429.50 BSW BSW 428.81 428.25 PROVIDE AC CONFORM @ NEW SIDEWALK X � TC oo 'd 429.31 r A.99 WMum CH ` a AC D/W SD SD 1430) x W o �42a�» OVERLAND ��x61 ��4° 6 BUBBLER RELEASE RIM 427.2 / BSW p�25i BSW r INV 425.0 �g21i '� �� x`, / 425.19 424.63 o o a a ^ . L� °� d o� 4 Q d °�� °a47\ --4T2 , 1°1 0 X ° NIL � o o d �� °`�� ���� oo AIM - - - - - - - OVERLAND RELEASE + BSW 423.94 DEWALK �I E rn W U z W W z 46 POSTS © o 4' 0. C. > I Lu FINISH GRADE SLOPED PER PLAN f III�!I Q O d U cV z M a 4 0 U oe %4" DRAIN ROCK SECTION A -A NOT TO SCALE KEYSTONE WALL OR - SIMILAR. 18" MAX. HIGH FINISH GRADE SLOPED PER PLAN OH OH a- f� _ 4 S=0.031 EDGE Or rrwuwuv i NEW CURB GUTTER SD SD SD AND SIDEWALK SD SD SID D - - NEW POWER POLE LOCATION. ROADWAY WIDENING. COORDINATE WITH PG&E AC CONFORM TO CENTERLINE OF X42 i FOR JOINT TRENCH TO STREET �� 9J S=0 0332 uni ICC - SS SS NEW WATER SERVICE & METER TO HOUSE ----------- = W W W SS - NEW SEWER LATERAL AND CLEANOUT TO HOUSE 0 - 2X REDWOOD PLANK. 18" MAX. HIGH FINISH GRADE b cn SLOPED PzER PLAN o -� Z �j rrT -11111 11ll N z_o z 0 r1/ � JU LLLL � � Lu > °O L`nr, : LU r7 I I c.) Z 00 Lo w ~a' N Z Z -0,Z 0 U W W C o o W iz JQvz Q ~CD > C5 W L.L QFtOFESS/p� SRT Yrn , �l ui 50541 RENEWAL DATE: 06-30-19 s�q Cl TF OF CAL�F� EX. FENCE DATE: 11/20/17 NEIGHBORING LOT SECTION B -B NOT TO SCALE �o TC ^ONC C/G S=0.031 423.75 SID SD RELOCATE TELEPHONE ,OCATE POWER �°�e� VOULT TO NEW SIDEWALK. PONE. COORDINATE � COORDINATE WITH AT&T WITH PG&E s�' w�.S=0.0324 - SS - 3S SS EX. SEWER LATERAL AND CLEANOUT TO NEW WATER SERVICE REMAIN & METER TO HOUSE W- _ W W CIC C G W W W ALCALDE ROAD SD 0 Z CQ p G C/) Q -0Q Lu > O� U U/pw 0. CO Q O Q ::) J Z 0- C/) Q LU U > O J w J Q Q N (0 U Ln Z N O Lu N LL z L.L Q 0- z (D - z(D 2_z_ J C) LU Q V DATE: 11/20/17 SCALE: AS NOTED DESIGNED BY: RW 0 5 10 20 DRAWN BY: RW SHEET NO. »_ SCALE. 1 10' TM=2 2 OF 2 SHEETS SS Z CQ p G C/) Q -0Q Lu > O� U U/pw 0. CO Q O Q ::) J Z 0- C/) Q LU U > O J w J Q Q N (0 U Ln Z N O Lu N LL z L.L Q 0- z (D - z(D 2_z_ J C) LU Q V DATE: 11/20/17 SCALE: AS NOTED DESIGNED BY: RW 0 5 10 20 DRAWN BY: RW SHEET NO. »_ SCALE. 1 10' TM=2 2 OF 2 SHEETS