HomeMy WebLinkAboutR_6080_SD-1
City of Newport Beach
CITYWIDE ADA IMPROVEMENTS
Contract No. 7154-1
SUPPLEMENTAL DETAILS
Detail Sheet 1
Detail Sheet 2
Detail Sheet 3
Pay Exhibit – Detail 4
Pay Exhibit – Detail 5
STD-180-L
STD-182-L
STD-185-L
STD-204-L
STD-205-L
Location Map – Layout
Area 2 Access Ramps Construction
Area 3 Access Ramps Construction
Area 4 Access Ramps Construction
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CASE "A"
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Front edge of ~
sidewalk
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9% Max.
at curb
Front edge of sidewalk
CASE "D"
Top of ramp 4'-2" Min.
Rounded ...1 SEENOTE9 [1-------LT
7.5% Max. 1.5% Max.
SECTION A-A
Top of ramp~ 4,_2 .. Min. ~ _Retaining curb
Rounded I 1f necessary
SEE NO~~=-,.._--=t __ .........,:::1w
+(~ \'15%M ~T 7.5% Max. . ax.
SECTION B-B
Depress entire sidewalk as required
Retaining curb
1.5% Max. ~ if necessary
SEE NOTEci_ - - - -_:.J _ --I ::1 -
l T
SECTION C-C
NOTE: PLEASE SEE SHEET 2 FOR ALL NOTES.
~ Max.
4)
1.5% Max
4'-2" Min.
Ln >< • "' .-<:::;: '#-1-
CASE"C"
Retaining curb if necessary at edge
of sidewalk
7.5% Mai:-
Front edge of
sidewalk
Use when sidewalk is less than 6 ft wide
Varies j 5' Min.
1.5% MAX. ~
CASE "B"
C.F. FULL HEIGHT
Front edge of
sidewalk
O"C.F .
O" Curb Face Along
Access Ramp Landing
'ontracts\FYI 7-18 CURRENT PROJECTS\200 • STREETS AND DRAINAGEIC1tywide ADA Improvements C-7154-1 18Rll
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4" Wide Variable
Height Retaining Curb
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variii'ble ~ :911'
:911'
CASE "F"
4" Curb
iable Curl
1.5 M
CASE "E"
Variable
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NOTES
1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP
AND 4 '-2 "PLATFORM (LANDING) AS IN CASE A, THE SIDWALK MAY BE DEPRESSED
LONGITUDINALLY OR MAY BE WIDENED AS IN CASED.
2. IF SIDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK
SHALL BE DEPRESSED AS SHOWN IN CASE C.
3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST
BE SIMILAR TO THAT SHOWN IN DETAIL B TO ACCOMMODATE WHEELCHAIRS.
4. NOTUSED
5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE
MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2".
6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND
FREE OF ABRUPT CHANGES.
7. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4" MINIMUM.
8. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN
THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE
BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION.
9. COUNTERSLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT
TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1 V: 20H (5.0%).
GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH.
10. RASIED TRUNCATED DOMES SHALL BE DARK GREY IN COLOR AND SHALL BE ADA PA VERS.
11. DETECTABLE WARNING SURFACES SHALL EXTEND 36 INCHES MINIMUM IN THE DIRECTION
OF TRAVEL AND THE FULL WIDTH OF THE CURB RAMP. A 4'-0" WIDE DETECTABLE WARNING
MAY BE USED ON A 4'-2" WIDE CURB RAMP.
~ ~ ~
DRAWING NO. R-6080-S !
CITYWIDE ADA IMROVEMENTS
DETAIL SHEET 2
~
CITY OF NEWPORT BEACH i
PUBLIC WORKS DEPARTMENT j
C-7154-1 I 8/29/17 I
SIDEWALK
2.3" Min. to 2.4" Max.
Center to Center
spacing i-1 -----11
f ~ ~;DIAMETER @ @
z ::::-
@
.90" • 20" ]@BASE DIAMETER
0 @ @ @
RAISED TRUNCATED
DOME
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RAISED TRUNCATED
DOME PATTERN
(IN-LINE)
SIDEWALK
WHERE A FLARED
SIDE OCCURS
PROVIDE 2'-0"
MIN. OF CURB
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WHERE A FLARED
SIDE OCCURS
PROVIDE 2'-0"
MIN. OF CURB CROSSWALK
IF PROVIDED PROVIDED
DETAIL A
TYPICAL TWO-RAMP
CORNER INSTALLATION
CITYWIDE ADA IMPROVEMENTS
DETAIL SHEET 3
DETAIL B
TYPICAL ONE-RAMP
CORNER INSTALLATION g
~ ~
DRAWING NO. R-6080-S I t
CITY OF NEWPORT BEACH i
PUBLIC WORKS DEPARTMENT .,
~---------------1--=C=----7..:_1.:....:5:....:..4-___:1--1_..::.'.8/~2~9/~17~_J~
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CITYWIDE ADA IMPROVEMENTS
DETAIL 4
CURB RAMP PAY LIMITS
NO
1. CURB AND GUTTER WILL BE
POURED FIRST AND RAMP THE
FOLLOWING DAY TO CREATE
COLD JOINT
2. LOCATIONS WITH CROSS
GUTTER SHALL HAVE
SPANDRELREPLACED
3. PAR'r<M/AY LANDSCAPE AND
IRRIGATION SHALL BE
MODIFIED IN KIND
DRAWING NO. R-6080-S
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-7154-1 9/1/2017
NOTES:
1. CURB ANO GUTTER WILL BE
POURED FIRST AND RAMP THE
FOLLOWING DAY TO CREATE
COLD JOINT
2. LOCATIONS WITH CROSS
GUTTER SHALL HAVE
SPANDREL REPLACED
3. PARKWAY LANDSCAPE AND
IRRIGATION SHALL BE
MODIFIED IN KIND
FULL CF
CITYWIDE ADA IMPROVEMENTS
DETAIL 5
CURB RAMP PAY LIMITS
DRAWING NO. R-6080-S
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-7154-1 9/1/2017
......
I' VARIES 'I 10' OR
3/81 EXPANSION JOINT
MATERIAL <TYP)
CURB ACCESS RAMP SHALL
COMPLY WITH CURRENT
ADA REQUIREMENTS
* R=15' FOR LOCAL STRffTS AND
25' FOR ARTERIAL STRffTS
UNLESS OTHERWISE SPECIFIED
* * 10' FOR MAJOR, 10' FOR PRIMARY,
AND 8' FOR SECONDARY STRffTS
UNLESS OTHERWISE SHOWN
CONCRETE SHALL BE 560-C-3250
CURB FACE
CURB RETURN AREA
JD' TYPICAL
21 OR 4' Miff*
MATCH I • ' • 1 SLOP[ 27. MAX. EXIST. --1: -~ •. ·.-•. -.~: _. _· .. ·. ~---1-LANDSCAPE PARKWAY WITH
STREET TREES R[(}UIRED
WHEN DISTANCE FROM CURB
4' MIN. P.C.C. J ~----TD PROPERTY LIN£ £XC££DS
TYPICAL SECTION
WEAKENED PLAN£ JOINTS
1-1/41 SAWED, QUICK-JOINT OR EQUAL
6 FEET IN RESIDENTIAL
AREAS. CONCRETE SIDEWALK
IN COMMERCIAL AREAS WITH
STREET TR££S.
8' 8' 8' 8' 8' 8' 8' 8'
3/81 EXPANSION
JOINT MA TERI AL
-------.-"Ill ----, , .,., I I ,, I I .,.,,,. I I
/ I / I / I
I
PLANTING OR
CONCRETE WALK
WEAKENED PLANE JOINTS
& EXPANSION JOINTS
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
RCE NO. 36106
SIDEWALK DETAIL Drawn: M.Cracia
Date: Sep 1994
DRAWING NO.
Scale: N.T.S.
F:IUSERSIPBW\Shared\CAD STD\ STD Details\2003 _ Std\-
STD-180-L
1'
24' 1 ______ ,1-. 6'
..
~ .....,
l_
112' R 1' WIDE BY 1' DEEP
AC PATCH BACK
<I
LEVEL
TYPE A P.C.C. CURB AND GUTTER
(CURB FACE SHALL BE 61 UNLESS OTHERWISE NOTED)
~ ~
~ ~ .. .. '-0 00
~ I...: ~ I...: .. ~
6'
1' WIDE BY 1' DEEP
AC PATCH BACK
TYPE B P.C.C. CURB
(CURB FACE SHALL BE 61 UNLESS OTHERWISE NOTED)
NOTES:
1. GUTTER SURFACE WITHIN 4' OF FLDWLIN£ SHALL BE GIVEN A STEEL TROWEL.
<APPLIES TD TYPE 'A' CURB)
2. PREFORMED 318' THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL
TYPES OF CURB AT TH£ B.C, AND £,C, OF RETURNS, AT INTERVALS OF 60'
BETWEEN RETURNS AND AT TH£ ENDS OF DRIVEWAYS, SIMILAR EXPANSION
JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED
PLAN£ JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS,
<APPLIES TD TYPES 'A', 'B', AND 'C' CURBS),
1 CONCRETE SHALL BE 560-C-325a
4, SMOOTH TRDWL TH£ TOP 4-INCH OF TH£ BACK OF CURB.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STANDARD CURB SECTIONS
TYPES "A" AND "B"
APPROVED:
RCE NO. 36106
Drawn: M.Gracia
Date: Nov. 1993
DRAWING NO.
Scale: N.T.S.
F:IUSERS\PBW\Slwred\CAD STD\ STD Details\2003 _ Ski\-
STD-182-L
2'
BEGIN GUTTER
3181 EXP. JOINT
MAT'L <TYP)
81 P.C.C. OVER 61 AG. BASE
__ 1_s'--9c
PLAN
4' 4'
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
... ...
SECTION A-A
3181 EXPANSION JOINT MA T'L. EXTEND THRU CURB <TYP)
(!) 4-#4 SMOOTH GAL V. BARS (4' LONG) @ 181 O.C.,
31 FROM BOTTOM <TYP), ALL LOCATIONS SHOWN
VARIES
A.C. PAV'T,
SECTIONB-B
VARIES
1778'
SECTIONC-C
3181 EXPANSION JOINT MA T'L.
EXTEND THRU CURB <TYP)
BEGIN GUTTER TRANSITION
NOT£S:
J, SMOOTH TROWEL 81 WIDE FLOWLINE IN CROSS
GUTTERS AND APRONS WHERE GRADES ARE LESS
THAN 1.07.
2. CONCRETE TD BE 56D-C-325U
APPROVED:
STANDARD CROSS GUTTER
8FEETWIDE
RCE NO. 36106
Drawn: M.Gracia
Date: Nov. 1993 F:\USERS\PBW\Shared\CAD SID\ SID Details\2003_Std\-
STD-185-L DRAWING NO.
¾" CRUSHED
ROCK BASE
INSTALL (2) PER
BOX 2 ¼" x 4• x 8"
COMMON RED BRICK.
5'-0" MAX.
SECTION A-A
EISEL ENTERPRISES NO. 3-½ F
PULL BOX OR PRE-APROVED
EQUAL MARKED "STREET LIGHT
1" OR 1¼" ~ PVC CONDUIT WITH 3
WIRES AS DETAILED, BELOW
HIGH VOLTAGE"
NOTE: IF 5 OR MORE CONDUITS
TERMINATE IN BOX, USE EISEL
ENTERPRISES NO. 5 F.
1¼" ~ PVC CONDUIT
CURB FACE
FUSE HOLDER AS PER
CNB STD-205-L.
5' MAX. TO
OF STREET LIGHT
TYPICAL PULL BOX REQUIRED AT
EACH LIGHT STANDARD
NOTES:
1. ALL CONDUIT SHALL BE 1¼" DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OTHERWISE, PER PLAN.
2. SEE CNB STD-205-L FOR FUSE HOLDER & WIRING DETAILS.
3. AFTER CONDUCTORS ARE INSTALL, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR
PRE-APPROVED EQUAL.
4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES.
5. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R.
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
RCE NO. 36106
PULL BOX DETAILS Drawn: M. Elias
Date: Jan. 2004
DRAWING NO.
. <O
I N
STREET
LIGHT OR
BOLLARD
PUBLIC WORKS DIRECTOR
Scale: N.T.S.
F:\USERS\PBW\Shared\CAD STD\ STD Details\2003 Std\STD SfLi ht\
STD-204-L
{OVERLAP APPLIES TO
EACH END OF SPLICE)
CIRCUIT SPLICES SERIES (5KV)
(NOT TO SCALE) THOMAS & BETTS 62D-8 CONNECTOR
(USE APPROVED CRIMPING TOOL)
/18 AWG, SOLID COPPER, 5000 VOLT STREET LIGHTING CABLE
J :::;t==============~::~?~~<~~~z===~--3M/SCOTCH BRAND 623 RUBBER TAPE, TO OVERLAP
MIN. 1" & FILL DIAMETER
a~ 3M/SCOTCH BRAND 633 VINYL TAPE, TO OVERLAP 1"
(MIN. 3 WRAPS) 1• min. 1" min.
120/240V CIRCUIT SPLICES 3M/SCOTCH BRAND SCOTCH KOTE SEALANT OVERALL
¼"1
GENERAL NOTES:
*SEE DIMENSION, LEFT
3M/SCOTCH BRAND 623 RUBBER
3M/SCOTCH BRAND 633 VINYL (MIN. 3 WRAPS)
3M/SCOTCH BRAND SCOTCH KOTE SEALANT
THOMAS & BETTS 600V C-TAP, SERIES
547XX, AS REQUIRED. USE APPROVED
T&B TOOL, PER MANUFACTURER
1. All phase conductors shall be stranded copper, THWN, identified by a continuous, distinct, color-coded insulation.
2. Circuit pairs for 240V conductors shall be of two distinct colors, continuously traceable from luminaire to circuit breaker.
3. With the exception of the first, 2" diameter conduit from the service cabinet to the first adjacent pullbox, no conductor
insulation-color shall be duplicated in any conduit run. Wires of different AWG sizes may repeat colors in the same conduit run.
4. Circuit grounds shall be /18 AWG bare, solid copper, spliced using Thomas & Betts 'C-Tap's as shown , above. Ground
conductors to luminaires may be reduced as per specification on CNB STD-205-L, BELOW.
5. Gray (277V), White, or White with color-striped insulation shall be used only for the neutral, or grounded-conductor.
-7..../-.... .L-/..
3 LAYERS OF 3M ELECTRICAL _/
TAPE NO. 23 OVER 3 LAYERS
OF 3M TAPE NO. 33 OR EQUAL
(TYPICAL), RUBBER BOOT NOT
ACCEPTABLE, COAT WITH SCOTCH
KOTE SEALANT.
EU.SES;_ GOULD SERIES
GGU5, 5 AMP UNLESS
SPECIFIED OTHERWISE.
FUSE HOLDER IN PULLBOX
TRON #HEX-AA OR EQUAL TYPICAL FUSE HOLDER
LUMINAIRE & LOAD-SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING
STANDARD PHASE CONDUCTOR GROUND CONDUCTOR*
STD-200-L 610 THWN STRANDED 612 THWN, Solid or Stranded
STD-201-L 612 THWN STRANDED 612 THWN, Solid or Stranded
STD-202-L-A 612 THWN STRANDED 612 THWN, Solid or Stranded
STD-202-L-B 612 THWN STRANDED 612 THWN, Solid or Stranded
*NOTE: STD-203-L 610 THWN STRANDED 612 THWN, Solid or Stranded
Terminate ground conductor in fixture using appropriate Thomas & Betts 'Sta-kon' brand,
Series 'C10', non-insulated fork terminal.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CIRCUIT SPLICING,
FUSE HOLDER & WIRING
DETAILS
APPROVED:
RCE NO. 36106 PUBLIC WORKS DIRECTOR
Drawn: M. Elias
Date: Jan. 2004
DRAWING NO.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTCITYWIDE ADA IMPROVEMENTS
LOCATION MAP
C-7154-1 9/26/2017
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LEGEND
-ACCESS RAMP LOCATIONS
SEABOURNE WAY
POR CLA IDGE
PoRr NELSON
PRIVAlE
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Access
Street 1 Street 2 Ramps Electric Box Case F Case F Modified Case B Case C Spandrel
Newport Hills Dr W Port Sheffield PL 4 2 4
Newport Hills Dr W Port Abbey PL 3 3 3
Newport Hills Dr W Port Margate PL 4 3 4
Newport Hills Dr W Port Charles PL 4 2 4 2
Newport Hills Dr W Port Westbourne PL 4 2 4 4
Newport Hills Dr W Port Barmouth PL 4 2 4 4
Newport Hills Dr W Port Ashley PL 4 4 4
Newport Hills Dr W Port Stirling PL 4 1 4 4
Newport Hills Dr W Port Manleigh Circle N 4 4 2
Newport Hills Dr W Port Kimberly PL 2 2
Newport Hills Dr W Port Manleigh Circle S 1 1 1
Newport Hills Dr W Port Wheeler PL 3 2 1
Newport Hills Dr W Port Taggart PL 3 2 1
Newport Hills Dr W Port Carlow PL 2 2
Newport Hills Dr W Port Renwick PL 1 1 1
Newport Hills Dr W Port Tiffin PL 2 2 2
Newport Hills Dr W Port Stanhope PL 1 1 1
Newport Hills Dr W Port Hemley Circle 1 1 1
Newport Hills Dr E Port Cardiff PL 2 1 2
Newport Hills Dr E Port Bristol Circle 3 2 3
Port Cardiff PL EAST Port Bristol Circle 2 2 1
Port Cardiff PL WEST Port Bristol Circle 2 1 1
Newport Hills Dr E Port Weybridge Pl 4 1 4 2
Newport Hills Dr E Port Provence PL 3 1 3 1
Newport Hills Dr E Port Ramsgate PL 2 2 1
Newport Hills Dr E Port Chelsea PL 4 1 4 2
Newport Hills Dr E Port Albans Circle 1 1
Newport Hills Dr E Eastgate Drive 2 2
Newport Hills Dr E Port Dunleigh Circle 1 1 1
Newport Hills Dr E Port Seabourne Way 2 2
Newport Hills Dr E Port Claridge PL 2 2
Newport Hills Dr E Port Nelson PL 2 2
Newport Hills Dr E Port Locksleigh PL 2 2
Area 2
Intersection of
Access
Street 1 Street 2 Ramps Electric Box Case F Case F Modified Case B Case C Spandrel
Area 2
Intersection of
Newport Hills Dr E Port Edward PL 3 3 1
Newport Hills Dr E Port Carney PL 2 2
Newport Hills Dr E Port Sutton Drive 2 2 2
Newport Hills Dr E Port Bishop PL 2 1 2
Newport Hills Dr E Port Trinity PL 4 3 1 4
Newport Hills Dr E Port Laurent PL 1 1 1
Spyglass Hill Rd Mission Bay Dr 1 1 1
Spyglass Hill Rd Carmel Bay Dr 2 2
Mission Bay Dr Malibu Circle 2 2 2
Point Loma Dr Carmel Bay Dr 2 2
Point Loma Dr Half Moon Bay Dr 2 2 2
Point Arena Way Half Moon Bay Dr 2 2
Point Arena Way Tiburon Bay Dr 2 2 2
Carmel Bay Dr Tiburon Bay Dr 1 1 2
Carmel Bay Dr Point Sur Dr 1 1
Carmel Bay Dr Little River Circle 2 1 1 2
Carmel Bay Dr Twin Lakes Circle 2 2 2
Carmel Bay Dr Monterey Circle 2 1 1
Spyglass Hill Rd Point Mendocino Way 2 2
Point Mendocino Way Bodega Bay Dr 2 1 1
Bodega Bay Dr San Martin Way 1 1
San Martin Way Dana Point Way 2 1 1
San Martin Way Jade Cove 2 2 2
El Capitan Dr Point Arguello Way 2 2
Montecito Dr Dana Point Way 2 2
Drakes Bay Dr Cambria Dr 1 1
Point Arguello Way Drakes Bay Dr 2 2
Total Ramps 136 24 126 5 1 4 55
ACCESS
Street 1 Street 2 RAMP Electric Box Case F Case F Modified Case C Spandrel
Indus St Redlands Dr 1 1 1
Anniversary Ln Golden Circle 2 2
Back Bay Dr San Joaquin Hills Rd 1 1
Domingo Dr Amigos Way 2 2
Domingo Dr Amigos Way 2 2
Carob st Ceiba PL 2 2 2
Carob st Catalpa St 4 1 4
Camphor St Carob St 2 2 2
Alta Vista Dr Chestnut PL 2 2 2
Bison Ave Bunya St 2 1 1 2
Bison Ave Blackthorn St 2 1 1 2
Bison Ave Buckeye St 2 1 1 2
Bellis St Bunya St 1 1 1
Bellis St Blackthorn St 1 1 1
Bellis St Buckeye St 2 1 1 2
Aleppo St Arbutus St 2 2 2
Alta Vista Dr Arbutus St 2 2 2
Total Ramps 32 1 1 27 4 21
Area 3
Intersection of
ACCESS
Street 1 Street 2 RAMP Electric Box in Ramp Case F Case F Modified Case B Spandrel
Harbor View Dr White Sails Way 2 0 2 2
Harbor View Dr Sea Ln 3 1 1 2 0
Pebble Dr Setting Sun Dr 1 0 1 0
Pebble Dr Sandpiper Dr 1 0 1 1
Goldenrod Ave Windover Dr 1 0 1 0
Windover Dr Starboard Way 2 0 1 1 2
Wavecrest Dr Starboard Way 2 0 1 1 0
Wavecrest Dr Goldenrod Ave 2 0 1 1 0
Wavecrest Dr Portside Way 2 0 1 1 0
Blue Water Dr Lighthhouse Ln 1 0 1 1
Lighthouse Ln Island View Dr 2 1 1 1 2
Blue Water Dr Salt Air Dr 2 1 1 1 2
Salt Air Dr Island View Dr 2 1 1 1 2
Sandcastle Dr Blue Key 2 0 1 1 2
Sandcastle Dr Seacrest Dr 2 0 1 1 2
Sandcastle Dr Buck Gully Dr 2 2 2 0
Keel Dr Heron Way 2 0 2 2
Total Ramps 31 6 13 12 6 18
Area 4
Intersection of