NOTICE OF APPROVAL The Department of Community Planning & Building of the City of Carmel-by-the-Sea has approved a Project pursuant to the City’s Municipal Code. Persons interested in the project may review additional materials available at the Department of Community Planning & Building located at City Hall on Monte Verde Street between Ocean and 7 th Avenues, phone number 831-620-2010. The decision to approve this project may be appealed within 10 days from the date of this by filing a written appeal with the Department of Community Planning & Building. Planning Case #: Design Study 21059 Owner Name: CHINDEN STAR LLC Case Planner: Marnie R. Waffle, AICP, Senior Planner Date Posted: Date Approved: 10/14/2021 Project Location: Junipero 4th SW of 8th Ave APN #: 010088005000 BLOCK/LOT: 98/13 & 15 Applicant: Ryan Cornelsen, Agent Project Description: Approval of Design Study (DS 21-059, Chinden Star, LLC) authorizes a 22 square-foot addition on the front elevation, north of the entry; the demolition of an existing, attached carport with roof deck and construction of a new attached garage with roof deck; new aluminum-clad wood windows and doors throughout; new painted stucco exterior; new asphalt shingle roof; and, associated site improvements located on Junipero 4 SW of 8th Avenue in the Single-Family Residential (R-1) District as depicted in the plans prepared by Ryan Cornelsen stamped approved and on file in the Community Planning & Building Department, unless modified by the conditions of approval. Can this project be appealed to the Coastal Commission? Yes No Upon completion of the 10 calendar-day appeal period, please return this form, along with the Affidavit of Posting, to the case planner noted above.
Transcript
NOTICE OF APPROVAL
The Department of Community Planning & Building of the City of Carmel-by-the-Seahas approved a Project pursuant to the City’s Municipal Code. Persons interested in theproject may review additional materials available at the Department of CommunityPlanning & Building located at City Hall on Monte Verde Street between Ocean and 7th
Avenues, phone number 831-620-2010.
The decision to approve this project may be appealed within 10 days from the date of thisby filing a written appeal with the Department of Community Planning & Building.
Planning Case #: Design Study 21059 Owner Name: CHINDEN STAR LLC Case Planner: Marnie R. Waffle, AICP, Senior Planner Date Posted: Date Approved: 10/14/2021 Project Location: Junipero 4th SW of 8th Ave APN #: 010088005000 BLOCK/LOT: 98/13 & 15 Applicant: Ryan Cornelsen, Agent Project Description: Approval of Design Study (DS 21-059, Chinden Star, LLC) authorizes a 22square-foot addition on the front elevation, north of the entry; the demolition of an existing, attachedcarport with roof deck and construction of a new attached garage with roof deck; new aluminum-cladwood windows and doors throughout; new painted stucco exterior; new asphalt shingle roof; and,associated site improvements located on Junipero 4 SW of 8th Avenue in the Single-FamilyResidential (R-1) District as depicted in the plans prepared by Ryan Cornelsen stamped approved andon file in the Community Planning & Building Department, unless modified by the conditions ofapproval. Can this project be appealed to the Coastal Commission? Yes No Upon completion of the 10 calendar-day appeal period, please return this form, along with theAffidavit of Posting, to the case planner noted above.
NEW CANTILEVERED WOODBALCONY AND STAIRS
NEW WATER PROOF DECK IN PLACEof EXISTING w/ GARAGE BELOW
REPLACE DECK & STAIRSWITH WOOD BALCONY
(E) STONE PLANTER WALL
(E) FORKED OAK
NEW SAND-SETPAVER PATIO
(E) FIRTREE
(E) OAK(E) STONEACCESS STAIR
(E) PLANTEDAREA w/ TREES
RECONFIGURESTONE PLANTERWALL- SEE LAND.ARCH DWGS
(E) STONE PLANTER WALL- PATCH & REPAIR ASNECESSARY WHERE STONES ARE GAPPED OR MISSING
NEW RETAINING WALL w/ CARMELSTONE TO MATCH EXISTING
PROPERTY LINE
(E) STUCCO WALL
PROPERTY LINE
(E) STUCCO WALLw/ WROUGHT IRONFENCE TO REMAIN
NEW DECKACCESS STEPS
NEW RAILING- SEEELEVATIONS
DN
DN
DN
DNEXISTING 1-STORY SINGLE
FAMILY DWELLING
APPROX. EDGE OFPAVEMENT at
STREET
15'-0"FRONT SET BACK
5'-8
"E
XIS
TIN
G B
LDG
SE
TBA
CK
J U
N I
P E
R O
A
V E
(E) TREE
(E) TREE
EXISTING TREE
3'-312"
3'-912"
4'-6
"
6'-0
"E
XIS
TIN
GB
LDG
SE
TBA
CK
4'-7
"E
XIS
TIN
GB
LDG
SE
TBA
CK
NEW WALL MOUNTEDLIGHT FIXTURES (TYP)
NEW WALLMOUNTEDLIGHT FIXTURES
BARK CHIPS w/ STEPPINGSTONES- SEE LANDSCAPEDRAWINGS
ADDITION
NEW ROOFOVERHANG
SEAL COAT (E) A/CDRIVEWAY
5'-2
"E
XIS
TIN
G B
LDG
SE
T B
AC
K
(E) WOOD DECK TO BEREPAIRED AS REQ'D
MULCH AREA
MULCH AREA
MULCH AREA EXPAND TREEWELL AREA
MULCH AREA
(E) WOOD BOARD FENCE TO BEREPAIRED WITH NEW PTDF POSTSAND RAILS AS NECESSARY DUE TODRY ROT AND DECAY
(E) WALL TO BE PATCHED / REPAIREDUNDER ENCROACHMENT PERMIT
A1.0
SITE PLANSCALE: 3/16" = 1'-0"
NORTH
010-088-05
CHINDEN STAR, LLC
JUNIPERO 4th SW of 8th AVE
R-1
REVISE PERMIT #13745 TO INCLUDE THE FOLLOWING:RE-BUILD EXISTING DECK, RE-ROOF WITH NEWASPHALT SHINGLE ROOFING, REPLACE EXISTINGWINDOWS WITH NEW ALUM. CLAD WOOD, REPLACEEXISTING DOORS WITH NEW STAIN GRADE & NEWSLIDING GLASS DOORS WITH NEW ALUMINUM CLADWOOD, NEW STUCCO EXTERIOR FINISH, ADD A NEW1-CAR GARAGE BENEATH EXISTING DECK FOOTPRINT& INTERIOR REMODEL OF KITCHEN & BATHROOMS
NONE
NONE
1 COVERED, 1 UNCOVERED (EXISTING NO CHANGE)
5,000 SF
PROJECT INFORMATION
A.P.N.
OWNER:
PROJECT ADDRESS:
ZONING:
PROJECT DESCRIPTION:
GRADING:
TREE REMOVAL:
PARKING:
SITE AREA:
BUILDING AREAS:EXISTING HOUSE: 1,547 S.F.HOUSE ADDITION: 22 S.F.
A2.0PROPOSED NEW WALLS (2x4 STUDS @ 16" O.C.)EXISTING WALLS TO BE REMOVEDEXISTING WALLS TO REMAIN
WALL LEGEND:
DEMO PLANSCALE: 1/4" = 1'-0"
NORTH
RYAN CORNELSEN350 Corral de Tierra RdSalinas, Ca 93908Ph: (831 )578-2824E-Mail: [email protected]
JUN
IPE
RO
4tH
SW
of 8
th A
VE
.P
at
& K
rist
en H
ouse
CA
RM
EL, C
A
1 7/15/2021 Planning Response
CH
IND
EN
STA
R, LLC
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWING PREPARED BY:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
Proposed Renovation & Addition for:
AutoCAD SHX Text
9/23/2021
AutoCAD SHX Text
A.P.N.:010-088-05
3'-6"
3'-0"
22'-1"
KITCHEN
LIVING
BEDROOM-1
BEDROOM-2
HALL
BATH
LDRY
CLO.MSTR BATH
MASTER BED W.I.C.
DECK
CL
CL
PATIO
10'-8
1 2"
CLO.
W.C.
3'-6"
3
1
2
45
6
7
8
9
10
1112 13 14
15
1
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
10'-1
"22'-1"
1-CAR GARAGE
±14'-2" (V.I.F.)
22'-1"DECK TO BE RE-BUILT w/ W.P. COVER
10'-8
1 2"D
ECK
TO B
E R
E-BU
ILT
EXISTING DECK POSTSTO BE REMOVED
NEW REAR YARDACCESS STAIR
5'-8
"
WOOD DECKOPEN BELOW
3'-6"
BARK CHIPS BELOWWOOD DECK
14'-2"(E) DECK w/ NEW DECK BOARDS
15
STONE VENEER WAINSCOT
STONEVENEERWAINSCOT
SHED ROOFOVERHANG
STONE VENEERWAINSCOT
DECK & STAIRTO BE REMOVED
NEW WOODBALCONY
A2.1PROPOSED NEW WALLS (2x4 STUDS @ 16" O.C.)EXISTING WALLS TO BE REMOVEDEXISTING WALLS TO REMAIN
WALL LEGEND:
FLOOR PLANSCALE: 1/4" = 1'-0"
NORTH
RYAN CORNELSEN350 Corral de Tierra RdSalinas, Ca 93908Ph: (831 )578-2824E-Mail: [email protected]
JUN
IPE
RO
4tH
SW
of 8
th A
VE
.P
at
& K
rist
en H
ouse
CA
RM
EL, C
A
1 7/15/2021 Planning Response
CH
IND
EN
STA
R, LLC
LOWER LEVEL PLANSCALE: 1/4" = 1'-0"
NORTH
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWING PREPARED BY:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
Proposed Renovation & Addition for:
AutoCAD SHX Text
9/23/2021
AutoCAD SHX Text
A.P.N.:010-088-05
A2.2
RYAN CORNELSEN350 Corral de Tierra RdSalinas, Ca 93908Ph: (831 )578-2824E-Mail: [email protected]
JUN
IPE
RO
4tH
SW
of 8
th A
VE
.P
at
& K
rist
en H
ouse
CA
RM
EL, C
A
1 7/15/2021 Planning Response
CH
IND
EN
STA
R, LLC
DOOR SCHEDULEDOOR SIZE DETAIL REFERENCE
FRAM
E AS
SEM
BLY
HAR
DW
ARE
GR
OU
P
GLA
SS T
YPE
NOTES
NU
MBE
R
TYPE
FINISH
WIDTH HEIGHT THK.
REFER TO SHT.
PAIN
T
STAI
N
FAC
TOR
Y
HEAD JAMB THRESH. TRANS.
1 3'-0" 7'-0" 2-1/4 T ARCH TOP, DUTCHDR, HALF-LITE
2 PR 2'-6" 6'-8" 1-3/4" T FRENCH DR, 6 LITE
3 2'-8" 6'-8" 1-3/4" T FRENCH DR, 6 LITE
4 5'-0" 6'-8" 1-3/4" T SLIDING GLASSDOOR, 6 LITE
5 2'-8" 6'-8" 1-3/4" T DUTCH DR,HALF-LITE
6 3'-0" 6'-8" 1-3/8" SINGLE BI-FOLDFULLY LOUVERED
7 2'-8" 6'-8" 1-3/8"
8 3'-0" 6'-8" 1-3/8" SINGLE BI-FOLD
9 2'-0" 6'-8" 1-3/8" MAGNETIC CATCH
10 2'-8" 6'-8" 1-3/8"
11 2'-8" 6'-8" 1-3/8"
12 2'-8" 6'-8" 1-3/8"
13 PR 2'-6" 6'-8" 1-3/8" FULLY LOUVERED
14 2'-6" 6'-8" 1-3/8" POCKET
15 2'-6" 6'-8" 1-3/8" POCKET
16 PR 2'-6" 6'-8" 1-3/8" FULLY LOUVERED
17 2'-8" 6'-8" 1-3/8"
18 8'-0" 7'-0" 2" CARRIAGE WOODGARAGE, SWING
19 3'-0" 6'-8" 1-3/4" DUTCH DR,HALF-LITE
20 3'-0" 6'-8" 1-3/8"
21
WINDOW SCHEDULEWINDOW SIZE DETAIL REFERENCE
HEA
D H
EIG
HT
GLA
SS T
YPE
NOTES
NU
MBE
R
TYPE
WIDTH HEIGHT HEAD JAMB SILL
1 3'-6" 3'-8" TEMP'D SLIDER
2 3'-6" 3'-8" TEMP'D SLIDER
3 4'-6" 3'-0" TEMP'D SINGLE HUNG
4 4'-6" 3'-0" TEMP'D SINGLE HUNG
5 3'-11" 4'-0" EGRESS CASEMENT
6 2'-0" 2'-0" CIRCULAR PICTURE
7 PR 3'-10" 1'-5" AWNING
8 4'-0" 4'-0" TEMP'D SLIDER
9 3'-6" 1'-6" TEMP'D SLIDER- OBSCURE
10 2'-10" 1'-6" TEMP'D SLIDER- OBSCURE
11 2'-10" 3'-0" SINGLE HUNG
12 4'-10" 4'-0" EGRESS SLIDER
13 3'-6" 3'-6" SINGLE HUNG
14 3'-6" 3'-6" SINGLE HUNG
15 3'-0" 3'-8" SLIDER
16 4'-0" 4'-0" TEMP'D VENTING SKYLIGHT
17 2'-0" 4'-0" TEMP'D VENTING SKYLIGHT
18 2'-0" 4'-0" TEMP'D VENTING SKYLIGHT
19 2'-0" 4'-0" TEMP'D VENTING SKYLIGHT
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWING PREPARED BY:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
Proposed Renovation & Addition for:
AutoCAD SHX Text
9/23/2021
AutoCAD SHX Text
A.P.N.:010-088-05
STORAGE WALL BEYOND
(E) CARPORT
(E) ALUMINUMRAILING
(E) WOOD SLIDER
(E) T1-11 SIDING
(E) VINYL WINDOWS(TYP .U.O.N.)
(E) VINYL WINDOW w/INTERNAL GRILLES
(E) 3-TAB ASPHALT COMPSHINGLE ROOFING (TYP)
(E) WOOD ATTIC VENT
(E) STUCCO CHIMNEY
(E) WOODRAILING
(E) WOOD SIDEDRAILING
(E) LOWER DECK
(E) ALUMINUM RAILING
(E) CARPORT SPACEBELOW DECK
(E) SOLID WOODSIDED RAILING
(E) 3 TAB ASPHALTCOMP SHINGLEROOFING
(E) ALUMINUMRAILING
(E) DECK atENTRY
(E) STUCCO (E) T1-11 SIDING(E) VINYL WINDOWS w/INTERNAL GRILLES
(E) VINYL WINDOWS
(E) 3 TAB ASPHALT COMPSHINGLE ROOFING
(E) VINYL WINDOW w/INTERNAL GRILLES
(E) T1-11 SIDEDRAILING
(E) VINYL SLIDINGGLASS DOOR
(E) 3 TAB ASPHALTCOMP SHINGLEROOFING
4x4 SUPPORT POSTS
(E) GLASS BLOCK WINDOW
(E) T1-11 SIDING
(E) ARCHED TOPVINYL WINDOW
(E) ALUM OGEEGUTTER
(E) SKYLIGHT
(E) SKYLIGHT
(E) SKYLIGHT
7'-2
"C
ARPO
RT
PLAT
E
7'-2
"C
ARPO
RT
PLAT
E
8'-2
"D
ECK
HEI
GH
T(C
ARPO
RT
RO
OF)
8'-2
"D
ECK
HEI
GH
T(C
ARPO
RT
RO
OF)
A3.0
EXISTING NORTH ELEVATIONSCALE: 1/4" = 1'-0"
RYAN CORNELSEN350 Corral de Tierra RdSalinas, Ca 93908Ph: (831 )578-2824E-Mail: [email protected]
JUN
IPE
RO
4tH
SW
of 8
th A
VE
.P
at
& K
rist
en H
ouse
CA
RM
EL, C
A
1 7/15/2021 Planning Response
CH
IND
EN
STA
R, LLC
EXISTING SOUTH ELEVATIONSCALE: 1/4" = 1'-0"
EXISTING WEST ELEVATION (FACING JUNIPERO)SCALE: 1/4" = 1'-0"
EXISTING SOUTH ELEVATIONSCALE: 1/4" = 1'-0"
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWING PREPARED BY:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
Proposed Renovation & Addition for:
AutoCAD SHX Text
9/23/2021
AutoCAD SHX Text
A.P.N.:010-088-05
22'-0"DECK TO BE REBUILT w/ 1-CAR GARAGE BELOW
14'-5"DECK TO BE REBUILT w/ STORAGE BELOW
1
2
7
5
11
4 6 8
6
10
6
7
2
5
1
2
5
3
4
8
6
10
3
6
9
8
13
1
1
13
1
2
6
6
4
5
12
4
3
11
5
3
4 11
14
14
8'-2
"D
ECK
8'-2
"D
ECK
HEI
GH
T
7'-2
"G
ARAG
E PL
ATE
A3.1
SHEET NOTES:1. NEW ASPHALT SHINGLE ROOFING (TYP)
2. NEW SHED ROOF w/ STAINED WOOD SHAPED BRACES
3. NEW CEMENT PLASTER
4. NEW PAINTED ALUMINUM CLAD WOOD WINDOWS (TYP)
5. NEW HALF-ROUND COPPER GUTTERS & ROUND RAIN LEADERS (TYP)
6. NEW CARMEL STONE VENEER
7. STAINED EXPOSED WOOD RAFTER TAILS (TYP)
8. NEW STAINED WOOD DOOR
9. NEW STAINED WOOD CARRIAGE STYLE SWING GARAGE DOOR
10. NEW DARK BRONZE FINISH ALUMINUM RAILING w/ DECORATIVE KNUCKLES (TYP)
11. NEW STAINED REDWOOD DECK & RAILING
12. NEW PAINTED ALUMINUM CLAD WOOD SLIDING GLASS DOOR
13. NEW PAINTED ATTIC VENT w/ WROUGHT IRON DECORATIVE GRILLE
14. NEW VELUX FLAT GLASS SKYLIGHT, DARK BRONZE ALUMINUM FRAME w/ ROOMDARKENING DBL PLEATED SHADES- TYPICAL (SEE SKYLIGHT NOTE)
#
PROPOSED NORTH ELEVATIONSCALE: 1/4" = 1'-0"
RYAN CORNELSEN350 Corral de Tierra RdSalinas, Ca 93908Ph: (831 )578-2824E-Mail: [email protected]
JUN
IPE
RO
4tH
SW
of 8
th A
VE
.P
at
& K
rist
en H
ouse
CA
RM
EL, C
A
1 7/15/2021 Planning Response
CH
IND
EN
STA
R, LLC
PROPOSED SOUTH ELEVATIONSCALE: 1/4" = 1'-0"
PROPOSED WEST ELEVATION (FACING JUNIPERO)SCALE: 1/4" = 1'-0"
PROPOSED EAST ELEVATIONSCALE: 1/4" = 1'-0"
EXTERIOR FINISH MATERIALS:ROOF: CERTAINTEED LANDMARK PRO IN HEATHERED BLEND
STUCCO: WESTERN BLEND PRODUCTS, ACRYLIC SMOOTH FINISH MUSHROOM P-8 COLOR
WINDOWS: MARVIN 'ULTIMATE' ALUMINUM CLAD IN SUEDE
DOORS: MAHOGANY WOOD, STAINED SEMI TRANSPARENT IN ROYAL MAHOGANY
RAFTER TAILS: STAINED SEMI TRANSPARENT IN ROYAL MAHOGANY
GARAGE DOOR: STAINED SEMI TRANSPARENT IN ROYAL MAHOGANY
SKYLIGHT NOTES:All skylights shall use non-reflective glass to minimize the amount of light and glare visible fromadjoining properties. The applicant shall install skylights with flashing that matches the roof color, orshall paint the skylight flashing to match the roof color. Skylight shades shall be installed in eachskylight to reduce visible light transmission during the hours of darkness. The manufacturer'sspecifications for the skylights and skylight shades shall be included in the construction drawingssubmitted with the building permit application.
STONE TYPE, COLOR AND LAYUP:(COURSED, RANDOM RUBBLE, ROUGHLY SQUARED)
MARVIN ULTIMATE CLAD DIVIDED LITE DETAIL:7
8" SIMULATED DIVIDE LIGHTS WITH SPACER:
WOOD DIVIDER TRIM
SPACER BETWEEN THE GLASS
ALUMINUM DIVIDER TRIM
EXTERIOR BUILDING LIGHT 1:MINKA-LAVERY MODEL IRVINGTON MANOR #72172-189-LFINISH: CHELSEA BRONZE- SEADED GLASS(3) 4W LED PHILLIPS SMOKEY FINISH BULBS 100LUMENS EA.16.75" TALL x 8.5" WIDE x 9.5" DEEP
EXTERIOR BUILDING LIGHT 2:MINKA-LAVERY MODEL BAYTREE LANE #71163-143C-LFINISH: OIL RUBBED BRONZE14W LED 376 LUMENS8.5" TALL x 8.5" WIDE x 11.5" DEEP
PATIO STONE REFERENCE IMAGE(SEE LANDSCAPE DRAWINGS FOR MORE INFORMATION)
PAINT CHIPIMAGE SAMPLE
RAILING - ALUMINUM RAILS & PICKETS, POWDERCOATED DARK BRONZE WITH DECORATIVE KNUCKLES
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWING PREPARED BY:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
Proposed Renovation & Addition for:
AutoCAD SHX Text
9/23/2021
AutoCAD SHX Text
A.P.N.:010-088-05
EXISTING RESIDENCE
EXISTING MONTEREY PINE TO BE REMOVEDNEW RETAINING WALL, REFERTO ARCHITECTS PLANS
D-1.0DEMOLITION
PLAN
DEMOLITION
01
DEMOLITION SCHEDULE
PRESERVATION & PROTECTION
EXISTING HOSE BIB, PROTECT IN PLACE.01
ADJACENT NEIGHBORING RETAINING WALL, PROTECT INPLACE.EXISTING DRY STACK CARMEL STONE RETAINING WALL,RESET AND PROTECT IN PLACE.
02
03
04
02
03
0405
EXISTING DRY STACK CARMEL STONE RETAINING WALL TOBE RESET. SALVAGE AND STOCKPILE CARMEL STONE ONSITE FOR LATER USE. PROVIDE EROSION CONTROLMEASURES IF REQUIRED.
05 REMOVE EXISTING CONCRETE RETAINING WALL. PROVIDEEROSION CONTROL MEASURES IF REQUIRED.
EXISTING WOOD FENCE
(SYMBOL)
PROPERTY LINE
DEMOLITION LEGEND
CLEAR AND GRUB LANDSCAPE AREA WHERE SHOWN. PRESERVE ANDPROTECT ALL EXISTING TREES, ROOTS, UTILITIES, AND EXISTING IRRIGATIONEQUIPMENT.
(DESCRIPTION) 1. CONTRACTOR TO VERIFY LOCATION OF ALLUTILITIES, CALL 811 DIG FOR VERIFICATION.
2. CONTRACTOR TO FIELD VERIFY AND COORDINATEPROTECTION AND DEMOLITION OF ADDITIONAL ITEMSAND UTILITIES WITH ARCHITECT.
DEMOLITION NOTES
HO
USE
RES
IDEN
CE
Designed by Oona JohnsenDrawn by Daniel Blair
609 Pacific Avenue, Suite 101, Santa Cruz831-459-0656
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
Signature
EXISTING DECORATIVE IRON FENCE PANELS
01
01
03
02
02
EXISTING PLANTING AREA, PRESERVE AND PROTECT ALLSUCCULENTS AND FERNS, REMOVE ALL BRICK BORDERSAND SALVAGE CARMEL STONE.
04
REMOVE EXISTING CARMEL STONE PATIO AND STEPS.SALVAGE AND STOCKPILE CARMEL STONE ON SITE FORLATER USE.
REMOVE EXISTING WOOD PAD, GATE, AND ARBOR
REMOVE EXISTING WOOD DECKING AND GATE
EXISTING STUCCO WALL, PROTECT IN PLACE
01
02
05
04
05
REMOVE AND SALVAGE AMENITIES SHOWN, SEE DEMOLITION SCHEDULE.
REMOVE AMENITIES SHOWN, SEE DEMOLITION SCHEDULE. 06EXISTING TREE, PROTECT IN PLACE PER CITY OF CARMELCODE 17.48.110.
06
06
06EXISTING DECORATIVE IRON FENCE PANELS TO BEREMOVED. SALVAGE AND STOCKPILE ON SITE FOR LATERUSE.
06
07 EXISTING STUMP, REMOVE AND GRIND STUMP
07
07
07
06
06
06
COAST LIVE OAK
COAST LIVE OAK
COAST LIVE OAK
PITTOSPORUM
08
08REMOVE EXISTING DRY STACK CARMEL STONE RETAININGWALL, SALVAGE AND STOCKPILE ON SITE FOR LATER USE.REFER TO ARCHITECTURE DRAWINGS.
09 REMOVE CARMEL STONE STEPS. SALVAGE AND STOCKPILECARMEL STONE FOR LATER USE.
09
10 EXISTING DECORATIVE IRON RAILING TO BE REMOVED.REFER TO ARCHITECTS PLANS.
10
CONCRETE RETAINING WALL
06 DOUGLAS FIR
07EXISTING WOOD FENCE, PROTECT IN PLACE. CONTRACTORTO PROVIDE REPAIRS TO WOOD FENCE AS NEEDED
07
07
07
03
08EXISTING DECORATIVE IRON FENCE PANELS ANDRETAINING WALL, PROTECT IN PLACE.
08
08
COAST LIVE OAK 03
07
EXISTING RESIDENCE
4'-6
"
3'-2"
7'-0
"11
'-1"
IRRIGATION POINT OF CONNECTION
IRRIGATION POINT OF CONNECTION
DRAIN OUTLET TO DRAIN INTO PLANTING AREASNOTES:1) OUTLETS MUST BE LOCATED A MINIMUM OF 6'FROM PROPERTY LINE.2) THE INTENT OF THE SUBSURFACE DRAINGAGESYSTEM IS TO INTERCEPT GROUNDWATER FROMTHE SIDES OF THE HOUSE (PREVENTINGEROSION DUE TO SLOPES) AND ROUTE IT TO THEBACK PLANTER PROVIDING SUPPLEMENTALIRRIGATION TO THE PLANTS.
EDGE OF PATIO AT CORNER OF HOUSE, EDGEMATERIAL TO BE DETERMINED IN THE FIELD
EDGE OF PATH AT CORNER OF HOUSE
4'-0
"
3'-0" MIN.
STEPSTONE PAD TO BE PLACED INFRONT OF DOOR, REFER TOARCHITECTS PLANS
3'-0
"
L-2.0LANDSCAPESITE PLAN
LAYOUT NOTES
HO
USE
RES
IDEN
CE
Designed by Oona JohnsenDrawn by Daniel Blair
609 Pacific Avenue, Suite 101, Santa Cruz831-459-0656
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
SignatureSTEPPING STONE/MULCH PATH:STEP STONE PATH TO BE SONORAN GOLD FLAGSTONE, LENGTH/WIDTH TO BE 24/X24"MIN. X 36"X36" MAX; 2" THICK. MULCH TO BE WALK ON FIR BARK, TO BE SET ONPERMEABLE WEED MAT, DEWITT WEED BARRIER LANDSCAPE FABRIC, OR APPROVEDEQUAL. AVAILABLE FROM GRANITE ROCK, SEASIDE, 831-392-3700,WWW.GRANITEROCK.COM. CONTRACTOR TO USE PRE-EMERGENT BEFORECONSTRUCTION OF STEPPING STONE/GRAVEL PATH AREA.
SITE PLAN LEGEND
CARMEL STONE PATIO:CONTRACTOR TO UTILIZE CARMEL STONE SALVAGED/STOCKPILED ON SITE. NEWSTONE SHALL MATCH THE TYPE AND SIZE OF EXISTING STONE. TO BE SET ONPERMEABLE WEED MAT, DEWITT WEED BARRIER LANDSCAPE FABRIC, OR APPROVEDEQUAL.CARMEL STONE STEPS:CONTRACTOR TO UTILIZE CARMEL STONE SALVAGED/STOCKPILED ON SITE. NEWSTONE SHALL MATCH THE TYPE AND SIZE OF EXISTING STONE.
SYMBOL DESCRIPTION
1.2
1.1
1.0
PROPERTY LINE
PLANTING AREA
RETAINING WALL AND RAILING:REFER TO ARCHITECTURAL DRAWINGS.1.4
1.3
MULCH AREA:MULCH TO BE WALK ON FIR BARK, 3" MIN LAYER ON TOP OF PERMEABLE WEED MAT,DEWITT WEED BARRIER LANDSCAPE FABRIC, OR APPROVED EQUAL. MULCHAVAILABLE FROM GRANITE ROCK, SEASIDE, 831-392-3700, WWW.GRANITEROCK.COM.CONTRACTOR TO USE PRE-EMERGENT BEFORE CONSTRUCTION OF MULCH AREA.
STUCCO FINISH CONCRETE RETAINING WALL:WITH PRESERVED/SALVAGED IRON FENCE PANELS AND INTEGRATED LIGHTING.GRADING IN RIGHT OF WAY (FACING STREET) TO MATCH EXISTING GRADES.
1.5
DETAIL
1.0
1.1
1.2
1.3
1.4
1.5
DRY STACK CARMEL STONE GRAVITY WALL:CONTRACTOR TO UTILIZE CARMEL STONE SALVAGED/STOCKPILED ON SITE, NEW STONESHALL MATCH THE TYPE AND SIZE OF EXISTING STONE.
1.6
1.6
5L-2.1
3L-2.1
2L-2.1
4L-2.1
1L-2.1
1. CONTRACTOR TO FIELD VERIFY ALL MEASUREMENTS AND VERIFY FINAL GRADES WITH ARCHITECT.
2. ELECTRICAL ENGINEER TO PROVIDE CONDUITS/ELECTRICITY TO LIGHTING PER LAYOUT PLAN.
3. STRUCTURAL ENGINEER TO PROVIDE REINFORCEMENT TO ALL RETAINING WALLS.
4. PLUMBING ENGINEER TO PROVIDE WATER TO IRRIGATION POINT OF CONNECTION.
5. SEE CIVIL ENGINEER DRAINAGE AND GRADING PLANS.
6. REFER TO LANDSCAPE LIGHTING PLAN.
7. REFER TO IRRIGATION PLAN.
8. REFER TO PLANTING PLAN.
REDWOOD HEADER5
L-2.1
4" PERFORATED PIPE:SLOPE AT 2% MINIMUM, THE INTENT OF THE SUBSURFACE DRAINGAGE SYSTEM IS TOINTERCEPT GROUNDWATER FROM THE SIDES OF THE HOUSE, NO CONNECTION TODOWNSPOUTS.
5L-2.1
1.7
1.8
1.7
1.7
1.8
1.6
L-2.1LANDSCAPE
DETAILS
HO
USE
RES
IDEN
CE
Designed by Oona JohnsenDrawn by Daniel Blair
609 Pacific Avenue, Suite 101, Santa Cruz831-459-0656
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
Signature
8"
R3/8"
VA
RIE
S, C
ON
TRA
CTO
R T
O V
ER
IFY
ALL
DIM
EN
SIO
NS
IN T
HE
FIE
LD
FINISH GRADE OFCARMEL STONE
PATIO PERARCHITECT
POURED IN PLACE CONCRETE
WATERPROOFING HOT MAP ORAPPROVED EQUAL
CRUSHED ROCK BACKFILL
FILTER FABRIC
PERFORATED DRAINAGE PIPE
CONCRETE FOOTING TO BEDESIGNED/REINFORCED BYSTRUCTURAL ENGINEER, TYP.
AP
PR
OX
. 12"
APPROX. 30"
SECTION
AP
PR
OX
IMA
TELY
2'-8
"TO
BE
VE
RIF
IED
INFI
ELD
BY
CO
NTR
AC
TOR
AP
PR
OX
IMA
TELY
24"
, TY
P.
CO
NTR
AC
TOR
TO
VE
RIF
Y A
LLM
EA
SU
RE
ME
NTS
IN F
IELD
BE
FOR
E C
ON
STR
UC
TIO
N
8"
1'-6
"
EXISTING DRIVEWAY
CARMEL STONEPATIO
2-4" SQUARE TYP.
8"
CARMEL STONE STEPS
ELEVATION
POST, REINFORCEMENT TO BEDETERMINED BY STRUCTURAL
ENGINEER
4'-0"
STUCCO FINISH CONCRETE RETAINING WALL1" = 1'-0"
DECORATIVE IRON FENCE PANELS,REATTACH TO NEW POSTS WITH
ANCHOR BOLTS, TYP.
REINFORCEMENT TO BEDETERMINED BY STRUCTURALENGINEER, TYP.
6" STUCCO SURFACE,PAINTED. PAINT COLORTO BE DETERMINED BY
ARCHITECT.
EXISTING GRADE, GRADING INRIGHT OF WAY SIDE OF WALL(FACING STREET) TO MATCHEXISTING GRADES. MAXEXPOSED FACE VISIBLE FROMSTREET IS 3'.
6"
WALL LIGHT, TYP., 9" X 3-12". REFERTO LANDSCAPE LIGHTING PLAN.
1
6" T
YP
.
AP
PR
OX
12"
APPROX. 12"
6"
6"
NEW DRIVEWAY, REFER TOARCHITECTURE DRAWINGS
CARMEL STONE STEPS,MORTAR SET, REFER TOLAYOUT PLAN
1%
CONCRETE RETAINING WALL, SEE1
L-2.1
PATIO STONE PAVERS, SEE3
L-2.1
NOTES:1. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN FIELD BEFORE CONSTRUCTION.2. STEP HEIGHT AND TREAD TO BE EVEN BASED ON FINISH GRADE OF NEW DRIVEWAY AND
FINISH GRADE OF NEW PATIO.
6" T
YP
.
AP
RO
X. 6
"
CARMEL STONE STEPS1" = 1"
APPROX. 12"
TREAD 12" MINIMUM
CONCRETE FOOTING TO BEDESIGNED/REINFORCED BY STRUCTURALENGINEER, TYP.
REINFORCEMENT TO BE DETERMINEDBY STRUCTURAL ENGINEER, TYP.
2
CARMEL STONE PATIO1" = 1'-0"
COMPACTED NATIVE SOIL
6" LAYER OF WILSONCRUSHED 3/4" X 1/2" ASTM
#57, DRAIN ROCK, AVAILABLEFROM GRANITEROCK
CARMEL STONE PAVERS,REFER TO LAYOUT PLAN.
JOINT FILL: FINE #9 PERMEABLEJOINT ROCK, AVAILABLE FROMCALSTONE OR APPROVEDEQUAL. INSTALL PERMANUFACTURERSINSTRUCTIONS
1/2" - 1-1/2" JOINTSPACE, TYP.
6"1-
1/2"
NOTES:1. FINISH GRADE OF PATIO TO BE COORDINATED WITH ARCHITECT. DRAINAGE TO
SLOPE AWAY FROM BUILDING AT 2% MINIMUM. ALL DRAIN STRUCTURES PER CIVILENGINEER.
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
Signature
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
FX LUMINAIRE PD-2LED 4LARGE WALL/LOUVER LIGHT. 9" W X 3.5" H X 2.375" D.Order code: PD, Brass, (AB) Antique Bronze, Direct MountLamp: PD-2LED, 4.2W|4.5VA, 3900K, Beamspread: Wide FloodAvailable from FX Luminaire, 760-744-5240, www.fxl.com.
LIGHTING SCHEDULE
1. THIS PLAN IS A LIGHTING SCHEMATIC FOR INSTALLATION LOCATIONS AND BID ALLOWANCES. ALL LIGHTING FIXTURES ANDTRANSFORMERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. WIRE SIZING AND ALL CIRCUITING BY ELECTRICALCONTRACTOR.
2. FIXTURES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL PLACEMENT OF EACHFIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION.
3. IN ORDER TO MINIMIZE FIXTURE DISTURBANCE, ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO HARDSCAPE SUCHAS DRIVEWAYS AND WALLS.
4. WIRES BELOW GRADE ARE TO BE IN GREY PVC CONDUIT @ 18" DEEP MIN. (EXCEPT FOR LOW VOLTAGE LIGHTING WHERE APPLICABLE).
5. ALL EXTERIOR LANDSCAPE LIGHTS TO BE LOW VOLTAGE U.N.O. LOW VOLTAGE WIRE RUNS NOT SHOWN, PROVIDE AS REQUIRED.
6. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND SHALL COMPLY WITH ALL STATE AND LOCALBUILDING CODES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN COMPLIANCE WITH ALL LOCAL BUILDING SAFETY CODESAND ORDINANCES. ALL ENERGY MANAGEMENT CONTROL SYSTEMS (EMCS) PER CA ENERGY CODE SECTION 150.0(K)3.A.
7. ELECTRICAL CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF OTHER UTILITIES PRIOR TO TRENCHING OR EXCAVATION.CONTRACTOR TO DETERMINE LOCATION OF CHIRSTY BOXES, WHEN NECESSARY. CHIRSTY BOXES TO BE PLACED DISCRETELY WITHINTHE LANDSCAPE AREAS.
8. ELECTRICAL CONTRACTOR TO VERIFY CIRCUITRY TO PREVENT OVER-LOADING. CONTRACTOR TO VERIFY WITH OWNER FOR CIRCUITUSE AND SWITCHES.
9. ALL CIRCUITS SHALL HAVE PHOTO-CELL, SWITCH AND/OR TIMER CAPACITY. CONTRACTOR TO COORDINATE WITH OWNER ON TIMING &USABILITY.
10. ALL UNDERGROUND SPLICES SHALL BE INSTALLED IN UNDERGROUND J-BOXES WITH WATER TIGHTS CONNECTIONS. CONTRACTOR TOALLOW FOR 1' EXTRA LOW VOLT ELECTRICAL LINE AT EACH FIXTURE TO ALLOW FOR FLEXIBLE FIXTURE PLACEMENT.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT TO HELP ELIMINATE GLARE AND TO ENSUREOPTIMUM LIGHTING EFFECT.
12. CONTRACTOR TO VERIFY A MINIMUM OF 10 VOLTS AT THE LAST FIXTURE FOR OPTIMAL OPERATION.
13. CONTRACTOR TO CENTER FEED THE SYSTEM WHEN AT ALL POSSIBLE AND VERIFY ALL WIRE CONNECTIONS ARE AT THE FIXTURES.
14. CONTRACTOR TO SIZE DIRECT BURIAL WIRE TO ACCOMMODATE FOR VOLTAGE DROP.
15. ALL LANDSCAPE LUMINAIRES (FIXTURES) INSTALLED SHALL BE MARKED "SUITABLE FOR WET CONDITIONS" PER CEC 410.10(A)
16. PROVIDE 1 FOOT CANDLE PER STAIR TREAD AND LANDING, AS INDICATED ON PLANS, PER THE CRC R303.7.
LIGHTING NOTES
NOTES1. FIXTURE REQUIRES 10-15V AC/DC2. INSTALL TO A UL 1838 (IEC/EN 61437) LISTED TRANSFORMER3. IF WALL IS STUCCOED OR COATED, USE THE "CONSTRUCTION COVER" TO KEEP CAVITY CLEANAND CLEAR OF DEBRIS.4. THIS FIXTURE IS DESIGNED FOR DOWN LIGHTING ONLY. DO NOT USE IN UP LIGHT POSITION.
LED WALL LIGHT (PD) CONCRETE WALL MOUNT3" = 1'-0"
CONSTRUCTION SLEEVE
FACE PLATE
9"
3-1/2" 2-1/2"
1/2" NPT 4X
8.75"
3"
4.2" DEPTH
ELECTRICAL CONDUITPER LOCAL CODE
12 GA MAINLINE CABLE
PD FIXTURE, SEE SITEPLAN
DIRECT BURY UF/UL COPPER, LOW VOLTAGECABLE WITH UL 486D (IEC/EN 60988) RATED
WATERPROOF CONNECTION. LEAVE 8"MINIMUM WIRE LOOP COILED IN
CONSTRUCTION SLEEVE FOR FUTURE USE
1
EXISTING RESIDENCE
C2
EXISTING HOSE BIB
EXISTING HOSE BIB
C1
EXISTING RESIDENCE
12"
5'-0"
35'-0
"
6'-6
"
C31
2"
12"
11.133
4"
21.753
4"
30.253
4"
L-4.0IRRIGATION PLAN
1) TOTAL LANDSCAPE AREA = 1,711 SQ FT2) P.O.C STATIC PRESSURE: ASSUMED 60-90 PSI, VERIFY IN FIELD3) WATER SUPPLY: CITY MUNICIPAL POTABLE SUPPLY, SEE CIVIL PLANS.4) DRIP IRRIGATION ZONES ARE TO CONSIST OF EMITTERS ON 1/2" POLYTUBE. POLYTUBE SHALL BE SECURED WITH
6" LANDSCAPE STAPLES AT EVERY 6' MINIMUM AND AT EVERY FITTING.5) WITHIN DRIP IRRIGATION ZONE, DRIP TUBING MAY BRANCH AND SNAKE AS NEEDED TO DISTRIBUTE WATER TO
EACH PLANT.6) ALL SHRUB/PERENNIALS UP TO 15GAL SHALL HAVE A MINIMUM OF (2) 1 GPH DRIP EMITTERS. ALL
SHRUB/PERENNIALS 15GAL OR LARGER SHALL HAVE A MINIMUM OF (3) 1 GPH DRIP EMITTERS.7) A FLUSH VALVE SHALL BE INSTALLED AT THE END OF ANY SINGLE DRIPLINE OR GRID OF DRIPLINE.8) ONCE PLANTS ARE ESTABLISHED AFTER 3 YEARS, ALL LOW-WATER HYDROZONE AREAS SHALL GRADUALLY
DECREASE WATERING SCHEDULE TO DISCONTINUE IRRIGATION. MEDIUM-WATER HYDROZONES SHALLCONTINUE ON IRRIGATION.
9) EXACT LOCATION OF VALVES SHALL BE COORDINATED WITH OWNER
IRRIGATION NOTES
HO
USE
RES
IDEN
CE
Designed by Oona JohnsenDrawn by Daniel Blair
609 Pacific Avenue, Suite 101, Santa Cruz831-459-0656
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
Signature
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER ACZ-075-40 3/4" 3 1/L-3.1DRIP CONTROL KIT FEATURING A 3/4" PGV-ASV VALVE,WITH 3/4" HY075 FILTER SYSTEM, AND 40PSI PRESSUREREGULATED. FLOW RANGE: 0.5 GPM TO 15 GPM. WITH150 MESH STAINLESS STEEL SCREEN.
AREA TO RECEIVE DRIP EMITTERSNETAFIM SPCV 159.3 S.F. 3/L-3.1SINGLE OUTLET PRESSURE COMPENSATING DRIPEMITTER, 1.5PSI INTERNAL CHECK VALVE, WITHSELF-PIERCING BARB. BLUE= 0.5GPH, BLACK= 1.0GPH,RED= 2.0GPH.Emitter Notes:1.0 GPH emitters (2 assigned to each 1 gal. plant) 621.0 GPH emitters (3 assigned to each 24" plant) 91.0 GPH emitters (2 assigned to each 5 gal. plant) 10
AREA TO RECEIVE DRIPLINEHUNTER HDL-06-12-CV 175.1 L.F. 4/L-3.1HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT12" O.C. CHECK VALVE, DARK BROWN TUBING WITHGRAY STRIPING. DRIPLINE LATERALS SPACED AT 12"APART, WITH EMITTERS OFFSET FOR TRIANGULARPATTERN. INSTALL WITH HUNTER PLD BARBED ORPLD-LOC FITTINGS.
PROPIETARY INFORMATION DISCLAIMERThe drawings on this sheet are the property of
Ecological Concerns Incorporated (ECI). They maynot be altered, reproduced or used without the
consent of ECI. The proper transfer of data herein,electronically or otherwise, shall be the
responsibility of the user without liability to ECI.Unauthorized use is prohibited.
SHEET TITLE & NUMBER
ISSUANCES AND REVISIONS
NO. DATE DESCRIPTION
PRO
JEC
T #
HR
JS-2
1
JUN
IPER
O 4
SW O
F 8T
H S
TREE
TC
ARM
EL-B
Y-TH
E-SE
A, C
A 95
076
1
PERMIT SUBMITTAL
ISSUE
DATE
19 JULY 2021SCALE
2
STAMP
3
4
0 842
SCALE: 1/4" = 1'-0"
LI C
EN
SED
L A ND S CA P EARCH
I TE
CT
ST
A T EO F C A L I F OR N
I A
Oo
n a
R .J o h n s e n LA
5 72
6
Renewal Date
04-30-2022
Date
Signature
ACZ-075-1 DRIP ZONE KIT1 1/2" = 1'-0"
NOTES:1. ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE
HIGHEST IRRIGATION HEAD WITHIN THE ZONE, OR, ACCORDING TOLOCAL CODE.
6" M
IN
DRIP ZONE KIT
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
SCH. 80 NIPPLESFINISHED GRADE
LATERAL PIPE AND FITTINGS
MAINLINE PIPE ANDFITTINGS FROM HOSE BIB
IRRIGATION CONTROLLER,SEE IRRIGATION LEGEND
1 TRENCHING1 1/2" = 1'-0"
FINISHED GRADE
NATIVE SOIL BACKFILL,COMPACT TO 95%
COMPACTION
PVC LATERAL
BACKFILL WITH 100%COARSE SAND, WATER JET
AND MECHANICALLYCOMPACT TO 90% OPTIMUMDENSITY. ALLOW 48 HOURS
TO SETTLE, BACKFILL ANDCOMPACT WITH NATIVE SOIL
WIDTH VARIES
12"
UN
DE
R W
ALK
WA
YS
18-2
4" U
ND
ER
RO
AD
WA
YS
4" M
IN.
4" MIN.4" MIN.
4" M
IN. B
ED
DIN
G
2
NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALSAND CHANGES IN ELEVATION. REFER TO MANUFACTURER'S RECOMMENDATIONS.2. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THATSTAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING.
INSET A
INSET A
3"
DR
IP M
AN
IFO
LDB
UR
IAL
DE
PTH
SUBSURFACE DRIPLINE1/4" = 1'-0"
PVC EXHAUST HEADER
FLUSH POINT, TYP.
PERIMETER BOUNDARY
PERIMETER DRIPLINE TO BEINSTALLED 2-4" FROM PERIMETER
ON SURFACE DRIPLINE, SEEIRRIGATION LEGEND
BARB X MALE FITTING, SEEIRRIGATION LEGEND
PVC SCH. 40 TEE OR ELLPVC SUPPLYMANIFOLD
PVC SUPPLY PIPE FROM VALVE, SIZE PER LATERAL
MULCHPVC SCH. 40 TEEL OR ELLPUVC SUPPLY MANIFOLD
PVC SCH. 40RISER
BARB X BARB INSERT TEE ORCROSS
4DRIP EMITTER6" = 1'-0"
SUPPLY PIPE, SEE IRRIGATION LEGEND.COMPRESSION FITTINGLATERAL WITH SxSxC TEE
FLUSH CAPFINISH GRADE
WEED CLOTH
TRANSFER BARB FOR NETAFIMEMITTERS, INSTALL BARB IN BLANKTUBING
DISTRIBUTION PIPESTAKE IN PLANTING PIT
SINGLE OUTLET EMITTER WITH BUGCAP, SEE IRRIGATION LEGEND.
3
EXISTING RESIDENCEMULCH AREA
L-5.0PLANTING PLAN
PLANTING NOTES1. ALL LANDSCAPE AREAS TO BE TOP DRESSED WITH 3" THICK LAYER OF MULCH. MULCH TO BE 3" THICK LAYER OF WALK-ON FIR BARK. SUGGESTED MULCH PRODUCT:
'WALK-ON FIR BARK' BYGRANITE ROCK,WATSONVILLE, CA(831) 768-2000
2. PLANT QUANTITIES ARE FOR AID IN BIDDING ONLY. CONTRACTOR SHALL VERIFY QUANTITIES.
3. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE APPROVAL FROMTHE HOMEOWNER WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION.CONTRACTOR SHALL GIVE MINIMUM 3 WORKING DAYS NOTICE FOR OBSERVATION AND SHALLHAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME.CONTRACTOR SHALL REPLACE ANY MATERIAL AS DIRECTED.
4. CONTRACTOR SHALL REFER TO PLANTING DETAILS PRIOR TO BIDDING AND CONSTRUCTIONFOR ADDITIONAL INFORMATION.
5. ALL EXISTING DROUGHT TOLERANT PLANTS TO REMAIN WHERE SHOWN, REFER TO LAYOUTPLAN.
HO
USE
RES
IDEN
CE
Designed by Oona JohnsenDrawn by Daniel Blair
609 Pacific Avenue, Suite 101, Santa Cruz831-459-0656
PLANT ROOTBALL 1" HIGHER THANSURROUNDING GRADE TO ALLOWFOR SETTLING.
3" CIRCULAR WATERING BASIN
BARK MULCH, SEE PLANTING NOTES,DO NOT BURY ROOTBALL.
SCARIFY ALL SIDES OF PLANT PIT.
BELOW GROUND ROOT PROTECTOR(GOPHER CAGE)
2X DIA. OF CONTAINER
6"9"
SOIL BACKFILL
1
2" CLR
TREE & PIT2X BALL DIA. MIN.
STAKING PLAN
10'
DIR
ECTI
ON
OF
PREV
AILI
NG
WIN
D
NOTES:1. DIG ALL PITS SQUARE & SCARIFY ROOT BALL BEFORE
PLACEMENT IN PIT2. AVOID PUTTING STAKES THROUGH ROOTBALL.3. SLOW RELEASE FERTILIZER TABLETS TO BE GRO-POWER7 GRAM
TABLETS 12-8-8. APPLY AMOUNT PER MANUFACTURER'SRECOMMENDATIONS.
TREE PLANTING1/2" = 1'-0"
2 RECYCLED RUBBER TIRE TREE TIES. TIES TOBE LOOSE TO ALLOW FOR TREE MOVEMENT2-3" DIA. TREATED LODGE POLE PINE STAKES,TYP.TREE PER PLANTING PLAN. PLANT ROOTBALL2" ABOVE GRADE
MULCH TOPDRESS ENTIRE PLANTER, KEEP 2"AWAY FROM TRUNKTREE IRRIGATION PER PLAN
6" HIGH MIN. CIRCULAR WATER BASIN INPLANTING AREAS ONLY
SCARIFY SIDES OF PLANT PIT
BACKFILL MIX PER PLANS
ROOTBALL PROTECTIONS/GOPHER WIREBASKET
PREPARED SUBSOIL TO FORM PEDESTAL TOPREVENT SETTLING
STAKETREE
TIE
SECTION
2
TREES CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS
POD GRA PODOCARPUS GRACILIOR FERN PINE 24" 7 TREE FORM, 2-3' CLEAR TRUNK
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS
ARC REY ARCTOSTAPHYLOS UVA-URSI 'POINT REYES' POINT REYES KINNIKINNICK 1 GAL. 6
ROS LU3 ROSA BANKSIAE 'LUTEA' YELLOW BANKS ROSE ESPALIER 1 GAL. 2 CONTRACTOR TO MOUNT TO WALL;METHOD OF ATTACHMENT TO BEDETERMINED IN FIELD IN COORDINATIONWITH ARCHITECT.
