HomeMy WebLinkAbout20260312_PJ26-0018_ApprovedSitePlan OWNER ENGINEER/SURVEYOR EV PARKING CALCULATIONS PRELIM. SITE PLAN SHEET SET N
PUBLIC HOSPITAL DISTRICT#3 SNOHOMISH COUNTY BARGHAUSEN CONSULTING ENGINEERS,LLC. EV PARKING REQUIRED
3405 173RD PL HE 18215 72ND AVE.SOUTH FOR C7.0-PRELIM.SITE PLAN
ARLINGTON,WA 98223-8712 KENT,WA 98032 PER CITY OF ARLINGTON CODE 20.114.425 THE NUMBER OF EV C7.1-RETAINING WALL DETAILS
TEL:(425)251-6222 PARKING SPACES AREAS FOLLOWS: MEDICAL CENTER
DEVELOPER/APPLICANT FAX:(425)251.8782 1. EV CHARGING STATION: 10%OF TOTAL REQUIRED PARKING
CONTACT:ALEX WHITE,P.E./CHRISTOPHER PLEIN,PLS 2. EV READY SPACES: 10%OF TOTAL REQUIRED PARKING E MAPLE ST
30050VISCO HAGRINBOULVRSI COMPANIES, . EMAIL:AWHITE@BARGAHUSEN.COM 3. EV CAPABLE SPACES: 10%OF TOTAL REQUIRED PARKING SEC. 12 TWP. 31 N. RGE 5 E. W. M.
30050 CHAGRIN BOULEVARD,SUITE 360 > > >
PEPPER PIKE,OH 44124 LANDSCAPE ARCHITECT REQUIRED PARKING:75 PARKING SPACES(REFER TO PARKING CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON _ Z Z
(216)464-5550 CALCULATIONS THIS SHEET) w
CONTACT:SHAWN JURISCH BARGHAUSEN CONSULTING ENGINEERS,LLC. ¢ Q Q 0 Q
1821572ND AVE.SOUTH CITY FILE NO. PLN 1415, PLN 1416 & PLN 1417 = J
EMAIL:SJURISCH@VISCONSLCOM 1. EV CHARGING STATION: 10%*75=7.5=8 SPACES L,LI
KENT,WA 98032 2. EV READY SPACES: 10%*75=7.5=8 SPACES 5 a �
TEL:(425)251-6222 3, EV CAPABLE SPACES: 10%*75=7.5=8 SPACES PARKING CALCULATIONS: PROJECT DATA: - Lij Z W
FAX(425)251-8782 4. TOTAL: 8+8+8=24 SPACES ~ Z
CONTACT:JEFF VARLEY,R.L.A AUTO PARKING REQUIRED LOT SIZE: ~ N Z O
EMAIL:JVARLEY@BARGHAUSEN.COM PER CITY OF ARLINGTON CODE 20.114.450 TEN PERCENT(10%)OF HEALTH CARE FACILITIES: 1/400 SF 75 STALLS BEFORE BSP=75,220 SF(1.73 AC) LU
0 18' 30' 60' SITE U ~
THE ACCESSIBLE PARKING SPACES,ROUNDED TO THE NEXT WHOLE ACCESSIBLE PARKING REQUIRED AFTER BSP=103,081 SF(2.37 AC) N J Z
SURVEY INFORMATION NUMBER,SHALL BE EV CHARGING STATIONS.AN ADDITIONAL TEN ACCESSIBLE STANDARD(9'X19') 3 STALLS BUILDING SETBACKS:
PERCENT(10%)OF THE ACCESSIBLE PARKING SPACES,ROUNDED ACCESSIBLE VAN(9'X19'1 1 STALL PRIMARY=25 FEET Q
HORIZONTAL DATUM: SCALE: T"=30' J CV <
NAD 83/2011 WASHINGTON STATE PLANE COORDINATE SYSTEM,NORTH ZONE,ESTABLISHED BY GPS OBSERVATION TO THE NEXT WHOLE NUMBER,SHALL BE EV READY. TOTAL 4 STALLS ACCESSORY=5 FEET
UTILIZING THE WASHINGTON STATE REFERENCE NETWORK(WSRN).MEASURED S 89°54'53"E BETWEEN MONUMENT5 AUTO PARKING PROVIDED MAX.BUILDING HEIGHT ALLOWED =50 FEET g LL.I V - Q
LOCATED AT THE INTERSECTION OF STILLAGUAMISH AVE AND 212TH ST NE AND THE INTERSECTION OF 87TH AVE NE ACCESSIBLE PARKING REQUIRED: 4 PARKING SPACES(REFER TO STANDARD(9'X19'INCLUDING 2'OVERHANG) 90 STALLS BUILDING AREA =30,000 SF 212TH ST NE W
PARKING CALCULATIONS THIS SHEET) EV STANDARD(9'X19') 8 STALLS SITE IMPERVIOUS COVERAGE(AFTER BSP) =71% Z
OF 212TH ST NE. EV READY(9'X19') 8 STALLS ZONING:MEDICAL SERVICES(MS)
VERTICAL DATUM: 1. EV CHARGING STATION: 10%'4=0.4=1 SPACES EV CAPABLE(9'X19') 6 STALLS USE CLASSIFICATION: .,
NAVD88(GEOID 2018)ESTABLISHED BY GPS OBSERVATION UTILIZING THE WASHINGTON STATE REFERENCE NETWORK 2. EV READY SPACES: 10%'4=0.4=1 SPACES TOTAL 112 STALLS HOSPITALS,CLINICS,OTHER MEDICAL CLASSIFICATION=ZS WESLEY ST �.
(WSRN). 3. TOTAL 2 SPACES ACCESSIBLE PARKING PROVIDE AIRPORT PROTECTION DISTRICT SUBDISTRICT:D '' LOT•B •'
ACCESSIBLE STANDARD(8'X19') 7 STALLS SCREENING TYPES:
TH THEREFORE PER CITY CODE 24 EV PARKING STALLS ARE REQUIRED ACCESSIBLE EV(8'X19') 2 STALL FRONTAGE LANDSCAPING=TYPE B ----- ---- - i
TEMPORARY BENCHMARK:SET MAGNAIL Et WASHER ON THE NORTH SIDE OF 212 ST NE. WITH 2 BEING ACCESSIBLE TOTAL 9 STALLS SIDE AND REAR LANDSCAPING=TYPE A,AND C
ELEVATION=181.89' BICYCLE PARKING REQUIRED VICINITY MAP NTS ARLINGTON,WASHINGTON 92
SECTION SUBDIVISION: EV PARKING PROVIDE 10%OF REQUIRED AUTO PARKING SPACES 7.5 SPACES N89°32'11"E 418.39' - ` 1=
THIS SURVEY RELIED UPON THE SECTION SUBDIVISION BY CASCADE SURVEYING AND ENGINEERING FOR Z-04-027-BLA EV STANDARD(9'X19') 8 STALLS BICYLCE PARKING PROVIDED 8 SPACES - I -
RECORDED IN SNOHOMISH COUNTY,UNDER AFN 200407265279.FOUND CONTROL FOR THIS SURVEY WAS USED FOR ACCESSIBLE EV(8'X19') 1 STALL PROPOSED CONCRETE DRIVEWAY
COMPARISON WITH POSITIONS OF CONTROLLING CORNERS SHOWN ON SAID SUBDIVISION. ACCESSIBLE EV READY(8'X79') 1 STALL PER CITY OF ARLINGTON STANDARDS
EV READY(9'X79') 6 STALLS __ _ \
__
EV CAPABLE(9'X19') 8 STALLS
LOT AREA: .N89°32'11"E80.74 -° o d, C9
TOTAL 24 STALLS N89°32'11"E 310.28' /
31051200202700- 119,518t S.F.(2.74t ACRES) �
31051201200410-(WEST OF MEDICAL CENTER DR)75,220t S.F.(1.73t ACRES) 26. R 7,y dye,
J
31051200200400-IEAST OF MEDICAL CENTER DR)37.311t S.F.(0.86t ACRES) EV PARKING LEGEND LAND COVERAGE DATA: ZT32�' �60,°• W
TOTAL- 232,049t S.F.(5.33t ACRES) d NORWOOD GLEN
PRIVATE PROPERTY 1T EXISTING DRAINAGE EASEMENT PER PROPOSED TYPE A LANDSCAPE CONDOM/N/UM PHASE/ W_
ADDRESS: EV STALL WITH CHARGER SCREEN.SEE LANDSCAPE PLANS ` o AEN200610315003
PARCEL#31051200200400(AFTER BSP) AFN TITLE REPORT
° Z Q _
NO SITE ADDRESSES FOR DETAILS. �• � �p
�; NOT INCLUDED IN TITLE REPORT m M O
r- EV READY NEW IMPERVIOUS SURFACES 72,713 SF(1.67 AC) � I i / ACCESSIBLE PEDESTRIAN POINT Q
OF CONNECTION TO ROW. LOT D Z TAX PARCEL NUMBER: PAVEMENT/CURBS/WALL 62.545 SF(1.44 AC) /A W W
310512D0202700 AND 31051200200400 EV CAPABLE
ROOF 10,168 SF(0.23 AC) PROPOSED a O
FLOOD INFORMATION: PROPOSED TYPE C LANDSCAPE LANDSCAPING / 1 /• U 10 5 EL
FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA)INFORMATION:FIRM(FLOOD INSURANCE RATE MAP)MAP NO. PROPOSED PERVIOUS 30,368 SF 10.70 AC) -SCREEN.SEE LANDSCAPE PLANS ./,y' •S' TW= 196.41 Q N
53061 C0405F PANEL 405 OF 1575,DATED JUNE 19,2020.THE SUBJECT PROPERTY IS IN ZONE X,AREAS DETERMINED TOTAL PARCEL AREA(AFTER BSP) 103,081 SFt(2.37 AC) FOR DETAILS. Tw= zos.52 BW- 198.41 N = w
ew= z0n.sz ROPOSED2' Z u
TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. 17' PARKING STALL
PROPOSED NT O p d
PARCEL#31051200200700 ° -WATER EASEMENT OVERHANG a U Ln W
LEGAL DESCRIPTION ■ nx -- N OO d
(PER ABOVE REFERENCED TITLE REPORT) o NEW AND REPLACED IMPERVIOUS AREA 19 SF(0.0004 AC) ROPOSED RETAINING WALL. -
PARCEL I: 1- REFER TO A-A ON SHEET C1.1 L�
W PROPOSED UTILITY TRENCHING 1,253 SF 10.03 ACI 24 PROPOSED BOLLARD M
SO°2T49"E 171.44' P</ 1
REVISED LOT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT NO.BLA Z-04-027,RECORDED o TOTAL PROJECT AREA 1,253 SFt(0.03 AC) ` 19' 6.
UNDER RECORDING NUMBER 200407265279,BEING A PORTION OF THE SOUTHWEST QUARTER OF PROPOSED BLOCK WALL. 1 19
THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN L. REFER TO B-B ON SHEET C1.1 19 _ ® TW/= 796.78 x °
SNOHOMISH COUNTY,WASHINGTON; L I PUBLIC IMPROVEMENTS rw= zossa •I- P� �Ex WR/
PROPOSED 2' - p T
NEW AND REPLACED IMPERVIOUS AREA 2,686 SF 0.D6 AC _ _ F
( aw- 2o3sa x w
EXCEPT THAT PORTION FOR ROAD AS CONVEYED TO THE CITY OF ARLINGTON BY QUIT CLAIM DEED Q PARKING STALL v ® 24' A �9
=I PROPOSED PERVIOUS 1,159 SF 10.03 AC OVERHANG 17• El
C
RECORDED UNDER RECORDING NUMBER 200605030943. H PROPOSED LOT -
TOTAL AREA 3,845 SF(0.09 AC) ® ADA PARKING
7 LIGHT(TYP.) I' AND AISLE(TYP) C
UTILITY CONTACT I r-ovERHANG PI
PROPOSED HYDRANT(TYP. Tzz
WATER POWER z A -
CITY OF ARLINGTON PUBLIC WORKS SNOHOMISH COUNTY PUBLIC UTILITIES w ° 26 m U ? 9S/ONAL ENC'\��
CONTACT:GUS TARARAN,WATER DISTRIBUTION SYSTEM SPECIALIST CONTACT:PAUL BUSH g 3 4Lv
PROPOSED BLOCK WALL. Tw= zo4 ao N
154 WEST COX AVENUE 2320 CALIFORNIA STREET J z - REFER TO B-B ON SHEET C1.1 g,gg aw= zozso PROPOSED ADA 01/15/26
ARLINGTON,WA 98223 ARLINGTON,WA 98201 ° ° Cl La 'N89°58'14'W 112.00' PARKING SIGN(TYP.1 3 3
TEL:(360)403-3542 TEL:(425)231.7825 N ? o
,o m
EMAIL:GTARARAN@ARLINGTONWA.GOV EMAIL:PNBUSH@SNOPUD.COM CONCRETE SIDEWALK -w
o•. O ;62'
zasaz °OOO zos.zzw= 28z.aT � 'SEWER TELEPHONE N v 1 1 v20.1T' ' ' ' ' ' ' ' TW 20013„, , PCITY OF ARLINGTON PUBLIC WORKS COMCAST/XFINITYv O OTw- zas ( ,( , , „ ,( ` Woz.BW- 203.30 BIKE RACK a = 19o.e1CONTACT:JOE WILSON,WASTEWATER COLLECTION SYSTEM SPECIALIST CONTACT:CUSTOMER SERVICE " -
203.50FTlIII/LEAD TEL:1(800)934-6489 n OTw= 205.30 Bw 2oa90 _ 0 0 c of
s
° \ ° BW- zoi_3o I - 8� 11.67 d n 68.17' 2
154 WEST COX AVENUE - 1
ARLINGTON,WA 98223 GAS w a v a
TEL:(360)403 3509 CASCADE NATURAL GAS a 8 O ( 'd 19'� N 9' PROPOSED ADA O r c a x
EMAIL:JWILSON@ARLINGTONWA.GOV CONTACT:CUSTOMER SERVICE O 3 _ �•�• PARKING SIGN(TYP.) •°-' 8
TEL:888-522-1130 v I O O v T PROPOSED WHEEL mT L: i m c o
_1 ROPOSED EV CONCRETE SIDEWALK m 7L
z O O STOP(TYP.) _ CHARGER(TYP.) Z °
LEGEND APN31051200202700 O 1 z -1 U
EXISTING PROPOSED rri
EXISTING PROPOSED LOTB O O o ``` 24 m r J O
CURB AND GUTTER STORM LINE SD V n n n 00, PROPOSED LOT 19 3-STORY BLDG p J c
CATCH BASIN TYPE I O O O O-'S78° 5"V/57. LIGHT(TYP.) N
BARRIER CURB ■ 33'3 ■ °•I 30,000 S.F.S.F• '
PROPOSED EV STANDARD PARKING p �o „^1 41 �
m CHARGER STALL(TYP.) APN31051200100400 2 7 r
CONCRETE CATCH BASIN TYPE ® ® I ASPHALT _ r "O O
2 I PAVEMENT ® LOT C W g ��
ASPHALT SANITARY SEWER _ = 1 m s O 2 C C N
LINE 1 24' S U 4 N W
13.23' p
SANITARY SEWER 1 19' 9' 26.54' 100' 36.81' YYVV�� O Q �O
PAINT STRIPING O 0 •v•R`•R`•R` Ixl 3
MANHOLE REPLACE SIDEWALK TO I 3' Wy Q 00 N
CLEANOUT AS T FACILITATE WATER MAIN PROPOTOP(TYP.) •• °- V� ® = f0 C Q N
DIRECTIONAL ARROW � �. - z w
( CURB RAMP TO FACILITATE ED 20' a i i z ,,, 10 TRANSFORMER TW '-
SAWCUT ------------ POWER OVERHEAD P(OH P(oH) WATERERS ROPOSEDIS' i - 193'� iaa CA H
INSTALLATION
NOTED) ° PROPOS
■
RECONSTRUCT SIDEWALK AND EMENT _Q WATER EASEMENT > I BW n9 N C a
o J PROPOSED 20' r 00 N
POWER WATER MAIN CONNECTION WATER EASEMENT 10 SEWER EASEMENT N89°58'14'W 96.53'
BOLLARD O • -P(UG) P(Uc) PROPOSED 10' PROPOSED TRASH AFN 200407265279 ^
• _ -WATER EASEMENT ENCLOSURE -M
T051RELEASED UNDERGROUND 21'X32'GAS REGULATOR 9 PROPOSED UTILITY POLE
SIGN d POWER METER E STATION EASEMENT
AFN 9207230118
BUILDING LINE ////// UTILITY POLE 4 •
PROPOSED RETAINING WALL. 4.6 '^
35' TW= 198.24 a ,, TW= 199.39 REFER TO A-A ON SHEET C1.1 , TW= 190.1s ,
JUNCTION BOX o(aH� ProH1-ocaH� ®( Bw- 19o.sa Tw- '/ SO°01'46'W 20.00' a
8W= 198 09 .x BW= 194.25 u.
16a.s]
CONTOURS 432 ----432---- 0 0 m m 0 0 P(oHI = 8a.57
v BW 7
(TYPE 1,2,3) - N89 5814'W 343.6 N89°58'14'W 213.74' --- --
'XS'POWER EASEMENT '` - PROPOSED TYPE B LANDSCAPE T'-'
® I d
WATER LINE W -W- LUMINAIRE y� --�AFN 9207230118 ----10'POWER EASEMENT -- - " •' 0'POWER EASEMENT h L b S'
�}{ }- n ------- ------- ------- SCREEN.SEE LANDSCAPE PLANS I , s AFN 9207230118 > �•s•�AFN 9207230118 i___i -•- ,
FOR DETAILS. ________ _
FIRE HYDRANT � � YARD LIGHT @-❑ 6H0 ' p PROPOSED CONCRETE DRIVEWAY CURB RAMP �
PER CITY OF ARLINGTON STANDARDS 212TH ST NE (MINORARTERIAL) S89°58'14"E 1305.69 REPLACEMENT 1: .E
WATER METER ® 8 TELEPHONE T(UcI T _- - _ - _ - _ _ _ _ _ =
ROW CENTERLINE - PER CITY OF S89°58'14"E 298.59' M CAI
WATER VALVE DQ N GAS G G 9 ARLINGTON EM
STANDARDS.
FIRE DEPARTMENT
VALE { GAS METER 93
A PRELIMINARY NOT FOR CONSTRUCTION N
r S
POST INDICATOR VALVE bd B GAS VALVE N
RETAINING WALL DETAILS
PROPOSED HANDRAIL.SEE FOR RETAINING WALL NOTE:
DETAIL 1 AND 2/C1.1 MEDICAL CENTER ALL DETAILS SHOWN ON THIS PLAN SHEET ARE FOR REFERENCE ONLY AND
6"PERVIOUS SOIL MIXTURE ARE NOT STRUCTURAL DRAWINGS THAT DEPICT CORRECT WALL EMBEDMENT
DEPTH,BATTER,OR REINFORCEMENT REQUIREMENTS.THESE DETAILS ARE
SETBACK=1-5/8"(41MM) SEC. 12,TWP. 31 N., RGE 5 E., W. M. NOT TO BE USED FOR CONSTRUCTION OF THE WALLS.
FILL PER THE CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON z Iz
TW ELEVATION PER PLAN %� GEGTECHNICAL CITY FILE NO. PLN1415, PLN1416 & PLN1417 Q Q
ENGINEER W >
Z W
NON-WOVEN GEOTEXTILE FABRIC(MIRAFI ~ ~ Z
14ON OR EQUIVALENT)PER STRUCTURAL AND PROPERTY LINE r V) W O
w MANUFACTURES RECOMMENDATIONS = U
3H.lV MAX EXPOSED WALL HEIGHT PER PLAN I—
RETAINED SOIL TW ELEVATION PER PLAN _ — EXISTING ASPHALT TO REMAIN fV J Z
KEYSTONE TOP CAP UNITS ___—— r<V U J
= Q
i DRAIN
STONE(AASHTO NO.57 OR EQUIVALENT)TO
ff � o Q
EXTEND TO LEAST 12"(305 MM)BEHIND BLOCKS PER
W
1.5'LEVEL BENCH
STRUCTURAL AND MANUFACTURES RECOMMENDATIONS CC
� Z G
1.25"
BW ELEVATION PER PLAN r
BW ELEVATION PER PLAN �.
8'I
PROPOSED REDI-ROCK BLOCK.REFER TO BLOCK WALL EMBEDMENT DEPTH PER BLOCK REE-DRAINING BACKFILL.
MNX I STRUCTURAL AND MANUFACTURES MANUFACTURER'S RECOMMENDATIONS 8 MIN
3 RECOMMENDATIONS. ( ) (3/4"CRUSHED ROCK OR STONE)
PROPOSED ASPHALT. KEYSTONE STANDARD 18 RETAINING WALL BLOCK W/A 1.25H:8V
INCH BATTER,TYP.GLUE TOP CAP UNITS PER BLOCK
l( MANUFACTURER'S RECOMMENDATIONS.REFER TO DETAIL 3/C1.1 g
i 6"0 PVC PERFORATED
'DRAIN PIPE PROVIDE 4'0 PERFORATED DRAIN PIPE.
t
BLOCK PINS PER BLOCK MANUFACTURER'S 0.5' FILLTHEGEOTECHNICALREPORT
LEVELING PAD PER STRUCTURAL AND 0.5' 0
c RECOMMENDATIONS.REFER TO DETAIL 3/CIA
MANUFACTURES RECOMMENDATIONS. -"'"""""""'-"'----"'-v' EXTEND LEVELING PAD 6"ON EITHER SIDE OF BLOCK BASE
j WALL LEVELING PAD.PER BLOCK MANUFACTURER'S SUBGRADE PER THE GEGTECHNICAL J ; N
o� RECOMMENDATIONS.REFER TO DETAIL 3/Cl.1 RECOMMENDATIONS. W
A-A REDI-ROCK TYPICAL GRAVITY WALL SECTION - FOR REFERENCE ONLY B-B BLOCK WALL - FOR REFERENCE ONLY r w M
C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S. Z O _
Q ca M O
CL
Z W W
e•Min.Low Permeable Sol Keystone Cap Unn O E � Y
Fence or Pedestrian Guard Connection Options Fence or Pedestrian Guard Connection Locations Keysone standerdlll Unit 0
Retainetl sal 1•-11/4' Q t/l �I
Fence or pedestntm O e. 1n
; 'i Finished Gmde >- W
guard post Unit DraireWRI I'I 26' Z U
(3r4•craelim 't — Standard III Elevation O O d
Rock or amre)
_ o N LfT W
Approximate Lime _ _ _ Q a
of Exrsvatbn Unrolnbrced Conorescr Q
4'Perforated PVC Dialmare Crushed stone Leveling Pad L 471){�
The W IreJ)tl In Filter Fabdc
(K Requlredl Foundetlon Sill I'.'
Typical Gravity Wall Section f '�' pk Q°Oep y,EX W N/TF
standard III unu-rsemepk — pF WAS.A.
Geogrid Is to be Placed on Level 18" �' C
O (2)"4•Cep Unitepr 4'Cap Unit BackRll and Extended Over the
(1)-a-Cap Unit a'Kay— Fiberglass Pins.Place Next Unit �O L
Embedment de th as required unn Pull Grid Taught and Backfill. Standard III Plan
Front View P Stake as T required.
nT e
Vre„st mertuming farces on qu ? C/STERF�NQF�
Groutfence or railing Grout fence or railing appurtenance Grid&Pin Connection Standard III Unit 9S/ONALENG
Postin place post in place Side View *Dimensions May Vary 01/15/26
Field core imo Fieltl core into block Connection Option#1 by Region
Top block in second course Anchor imo the top block
•Consider dock lengths when design) Note: v o
These generic Pedestrian guard and fence determining pZLLi
%secure en cep ants with Keystone e o = °
details show a few potential options for their •Weight of a singleavailable Kepseal or egml. 18/12' 18' •c
installation on the top of a Redi-Rock retaining to resist ovenu ock in second now down m 2
wall.It is the design engineers responsibility Top of Wall Steps Cap Unit Elevation Cap Unit Elevation
to fully design and detail the connection of the
guard posts to the retaining wall blocks and of c of
assure acceptable resistance to the applied
to
Red Rock blocks are plan concrete, Be Leveling Pad Notes' standard III Unit Cap Unit
w thout steel re nforcemenl a
Grouted Connection Grouted Connection 1.Thesvelinp pad lames Wm,h: ,8' WIdN: 1a'
(1 Block) (2 Blocks) O coneauclMofcroebedsnne h:
Fence or railing post or 2,000 ps x unremfw®d eHe M 8'
Core end grout or connect mnpreta eWe ght 891be *We�ipht 5o lbs p� o� r] U
Flange base plate seethed w Ih tiangetl base plate
to by block w,adhes ve 2 TM1e base buntlagon I.m m
set anchor bolts Reinforced concrete sidewalk approved by the site rase hNial 18" 18"
TOp Vlew Connection Option a3 engneer prior to ptacemem ofine V
Connection Option#2 Core through top dock and grout posts in leveling pad J Q
Grout posts in v-shaped opening between V-shaped opening between lower blocks Unit F. Cap Unit Plan Cap Unit Plan J V
top blocks •spacing n muroples of 461re in(1172 min) -:� C
•spacing In multiples of 46 ire ln(1172 mm) •Weight of a 2 adjacent blocks on second Universal Straight Split i yj
•Weight of a 2 adjacent blocks available to level down and 3 top now,blocks available A ® Cap Unit Option Cap Unit Option
� t 3
rest overturning forces b rest ovetlummg forces
rf 1t Dimensions&Availability *Dimensions&Availability t
`kd ® Will Vary by Region Will Vary by Region '� rn LA
Flange Bolted Connection Moment Slab Connection
Th's tlrewneg'ebr—nceonly.Daerm net on of ihewiteb'IMend/or mennerauseaany tlem is mme netl nih's tlacumant stye cote msponsbllya Thid -nu-f refereceenty.Demmi free wtlabilnyantllw mannerauwaany tlera is coma nail in this tlacument sthe sderespasibilMa Excavatbn C W C:
the tles gn gineer of mmrd Final p,Me deigns inclutl ng ell mnsaudbn dam is shall be p,pa by a l tuned pm,,Zonal engiw,r us ng the acmel g g f record.Final prged de gm,ndudng a construciron date s sM1al be preparetl by a l'cenced praess one eng near astir me actual Llmis Go 0 Q
tuna eon O
s of ine proposed site adn Oons of the praposetl site.
3 a 00)
8'Croshad Rack or w
3`°
wu ay. JW r. LBH U—i 9P�concrate Va to W
Fence or Pedestrian Guard Fence or Pedestrian Guard
Oe JR3 REOIMCKe w.°eY BH REAROCKe Ln
Connection Options Connection Locations M O r
os-z2-zo15 p oe-l8-zoza Aye. . o Standard III UnitlBase Pad Isometric Section View do V rp Y V
1 oil ""'S Fence or Pedestrian Guard Connection Options 062215.dwg e. 1 of 1 roozsewg a Dimension&Weght May Vary by Region
�1 FENCE CONNECTION OPTIONS FOR REFERENCE ONLY z FENCE CONNECTION LOCATIONS - FOR REFERENCE ONLY 3 KEY STONE BLOCK WALL DETAIL FOR REFERENCE ONLY
C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S.
s
Zoning&Design
Approval
PLN#1415,PLN#1416&PLN#141
PJ26-0015,PJ26-0016&PJ2&0018
g�m�ty.�g"ee hyame,e,�a a
r e) N
Ameresia Lawlis oh`w°re�a"I"piemmwag" M
PRELIMINARY NOT FOR CONSTRUCTION cereSB" ;wAo
� &
CV $