HomeMy WebLinkAbout20260224_PJA26-0016_Prelim Civil 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
3405173RD PL HE 18215 72ND AVE.SOUTH FOR C1.0-PRELIM.SITE PLAN
ARLINGTON,WA 98223-8712 KENT,WA 98032 PER CITY OF ARLINGTON CODE 20.114.425 THE NUMBER OF EV C1.1-RETAINING WALL DETAILS
TEL(425)251-6222 PARKING SPACES ARE AS FOLLOWS: S R H MOB ARLINGTON
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.
PEPPER PIKE30050 CHAGRIN BOULEVARD,SUITE 360 > > z
(216)44-55 OH 44124 LANDSCAPE ARCHITECT REQUIRED PARKING:75 PARKING SPACES(REFER TO PARKING CITY OF ARLINGTON SNOHOMISH COUNTY WASHINGTON Z
(216)464-5550 CALCULATIONS THIS SHEET) 1 v y Z
CONTACT:SHAWN JURISCH BARGHAUSEN CONSULTING ENGINEERS,LLC. g Q Q Q
1821572ND AVE.SOUTH CITY FILE NO. PLN 1415, PLN 1416 & PLN1417 TEMAIL:SJURISCH@VISCONSI.COM 1. EV CHARGING STATION: 10%*75=7.5=6 SPACES LLI
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: W 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: Q Ln Z 0
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) 0 ,B• 30• 60' SITE � U ~
THE ACCESSIBLE PARKING SPACES,ROUNDED TO THE NEXT WHOLE ACCESSIBLE PARKING REQUIRED AFTER BSP=103,081 SF(2.37 AC) U
SURVEY INFORMATION NUMBER,SHALL BE EV CHARGING STATIONS.AN ADDITIONAL TEN ACCESSIBLE STANDARD(9'X19') 3 STALLS BUILDING SETBACKS: N J Z
PERCENT(10%)OF THE ACCESSIBLE PARKING SPACES,ROUNDED ACCESSIBLE VAN(9'X19') 1 STALL PRIMARY=25 FEET Q
HORIZONTAL DATUM: SCALE:'I"=30' J N
HAD 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 MONUMENTS AUTO PARKING PROVIDED MAX,BUILDING HEIGHT ALLOWED =50 FEET
LOCATED AT THE INTERSECTION OF STILLAGUAMISH AVE AND 212TH ST HE AND THE INTERSECTION OF 87TH AVE HE ACCESSIBLE PARKING REQUIRED:4 PARKING SPACES(REFER TO STANDARD(9'X19'INCLUDING 2'OVERHANG) 85 STALLS BUILDING AREA =30,000 SF 212TH ST NE �W Q
PARKING CALCULATIONS THIS SHEET) COMPACT(9'XiT INCLUDED 2'OVERHANG) 5 STALLS SITE IMPERVIOUS COVERAGE(AFTER BSPI =71%
OF 212TH ST NE. EV STANDARD(9'X19') 8 STALLS ZONING:MEDICAL SERVICES(MS)
Z
VERTICAL DATUM: 1. EV CHARGING STATION: 10%'4=0.4=1 SPACES EV READY(9'X79') 6 STALLS USE CLASSIFICATION: V
NAVD88(GEOID 2018)ESTABLISHED BY GPS OBSERVATION UTILIZING THE WASHINGTON STATE REFERENCE NETWORK 2• EV READY SPACES: 10%'4=0.4=1 SPACES EV CAPABLE 19'X19'1 8 STALLS HOSPITALS,CLINICS,OTHER MEDICAL CLASSIFICATION=ZS WESLEY ST �.
(WSRN). 3. TOTAL 2 SPACES TOTAL 112 STALLS AIRPORT PROTECTION DISTRICT SUBDISTRICT:D LOTS. '
ACCESSIBLE PARKING PROVIDE SCREENING TYPES:
TH THEREFORE PER CITY CODE 24 EV PARKING STALLS ARE REQUIRED ACCESSIBLE STANDARD(8'X19') 7 STALLS FRONTAGE LANDSCAPING=TYPE B ------------------------
WITHSV-----
TEMPORARY BENCHMARK:SET MAGNAIL&WASHER ON THE NORTH SIDE OF 212 ST NE. 2 BEING ACCESSIBLE ACCESSIBLE EV WITH CHARGER(8X19') 1 STALL SIDE AND REAR LANDSCAPING=TYPE A,AND C
ELEVATION=181.89'
EV READY iSTALL VICINITY MAP NTS ARLINGTON,WASHINGTON
SECTION SUBDIVISION: EV PARKING PROVIDE TOTAL 9STALLS 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 - T-
RECORDED IN SNOHOMISH COUNTY,UNDER AFN 200407265279.FOUND CONTROL FOR THIS SURVEY WAS USED FOR ACCESSIBLE EV(8'X79') 1 STALL TOTAL PARKING PROVIDED 121 STALLS 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 BICYCLE PARKING REQUIRED ___ i
EV CAPABLE(9'X79') 8 STALLS 10%OF REQUIRED AUTO PARKING SPACES 7.5 SPACES ----- ,
AREA: TOTAL 24 STALLS BICYCLE PARKING PROVIDED 8 SPACES N89°32'11'E 310.26' - -" o N89°32'11"E 80.74==-�� 4-
LOT
31051200202700- 119,51&S.F.(2.74±ACRES) - ^• - 90
/l Z9, �y 161y, Q
31051200200400-IEAST OF EDICALLCENTER DR)37,31otS.F.(01.86t ACRES) EV PARKING LEGEND LAND COVERAGE DATA: 26 \ <'zj3s°o 3' °c°3v'; J w N
TOTAL- 232,049±S.F.(5.331ACRES) z7 \ NORWOOD GLEN N J
PARCEL#31051200200400(AFTER BSP) 15'EXISTING DRAINAGE EASEMENT PROPOSED TYPE A LANDSCAPE PER-
CONDOMINIUM PHASE/ W
ADDRESS: EV STALL WITH CHARGER AFN 200407265279 SCREEN.SEE LANDSCAPE PLANS o AFN2006f0315003 Z O _
NEW IMPERVIOUS SURFACES 72,477 SF(1.67 AC) NOT INCLUDED IN TITLE REPORT Q 0 C O
NO SITE ADDRESSES ; FOR DETAILS. �-
r` READY PAVEMENT/CURBS/WALL 61,640 SF(1.42 AC) / / ACCESSIBLE PEDESTRIAN POINT CL M
TAX PARCEL NUMBER: _ OF CONNECTION TO ROW. LOT D Z W LLJ
31051200202700 AND 310512DO200400 EV CAPABLE ROOF 10,837 SF(0.25 AC) o '� � Y
PROPOSED PERVIOUS 30,604 SF(0.70 AC) PROPOSED m 0
FLOOD INFORMATION: LANDSCAPING / �• l.J
TOTAL PARCEL AREA(AFTER BSP) 103,081 SFt(2.37 AC) 9" S• "Tw- 198.a1 Q N
FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA)INFORMATION:FIRM(FLOOD INSURANCE RATE MAP)MAP N0. Tw= zos 1z ° / � �ew- 198.a1
53061 C0405F PANEL 405 OF 1575,DATED JUNE 19,2020.THE SUBJECT PROPERTY IS IN ZONE X,AREAS DETERMINED Bw- 204 12 ROPOSED 2' Z l) W
TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. s 1j• CL
PARCEL#310512002007DO PROPOSED 10' PARKING STALL 0 0
LEGAL DESCRIPTION -WATER EASEMENT OVERHANG y, \ N O d
NEW AND REPLACED IMPERVIOUS AREA 19 SF(0.0004 AC) '�
(PER ABOVE REFERENCED TITLE REPORT) p UTILITY TRENCHING 1 253 SF 0.03 AC ROPOSED RETAINING WALL. - 0
PARCEL I: ( 1 REFER TO A A ON SHEET C1.1 i�
w SO°2T49"E 171.44' C 24 0 M
TOTAL PROJECT AREA 1,272 SF±(0.03 AC) PROPOSED BOLLARD LL
REVISED LOT C,CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT N0.BLA Z-04-027,RECORDED -' _ 19 6• 1 _
UNDER RECORDING NUMBER 200407265279,BEING A PORTION OF THE SOUTHWEST QUARTER OF PROPOSED BLOCK WALL. \a 19
19 TW= 198.38
THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN L1.1 PUBLIC IMPROVEMENTS REFER TO B B ON SHEET C1.1 rn
® BW= 195.18
SNOHOMISH COUNTY,WASHINGTON; I
� Tw= .I� �� EX WH/
205.58 � �.
NEW AND REPLACED IMPERVIOUS AREA 2,949 SF 0.07 AC PROPOSED 2' z - p T
1 ) �>d F
aW= 203.58 ■ � I _
Q FWA
- PARKING STALL
0
EXCEPT THAT PORTION F R R AD CONVEYED T THE IN F ARLIN T N BY IT LAIM DEED1,209I - 24' i
C0 0 AS CO V 0 C 0 G O QU CI 0
REPLACED PERVIOUS SF h y
® ti
_ OVERHANG C 7'
RECORDED UNDER RECORDING NUMBER 200605030943. Q
N I PROPOSED LOT
= TOTAL AREA 4,158 SF(0.10 AC) r LIGHT((YP.) ® I. ADA PARKING
UTILITY CONTACT Q 2'-OVERHANG o 1 - AND AISLE(TYP.) 1 �O
F= 1 PROPOSED HYDRANT(TYP. 777 e
WATER POWER W PROPOSED BLOCK WALL.
CITY OF ARLINGTON PUBLIC WORKS SNOHOMISH COUNTY PUBLIC UTILITIES REFER TO B-B ON SHEET C1.1 26 ."o U
CONTACT:GUS TARARAN,WATER DISTRIBUTION SYSTEM SPECIALIST CONTACT:PAUL BUSH Q 3 e ONALE
J O Tw= zaa.eo A ry 02/24/26
154 WEST COX AVENUE 2320 CALIFORNIA STREET J � 5.58' aw= zozso PROPOSED ADA 3
a
ARLINGTON,WA 98223 ARLINGTON,WA 98201 n: o 0 0 0 0 0'O 'N89°58'14"W 112 00' PARKING SIGN(TYP.) 3
TEL:(360)403-3542 TEL:(425)231.7825 M. _ --- _
EMAIL:GTARARAN@ARLINGTONWA.GOV EMAIL:PNBUSH@SNOPUD.COM „ "CONCRETE SIDEWALK ASPHALTO O O °6 ew 205.22 " /" BIKE RACK PAVEMENT o ''„ i.,SEWER TELEPHONE I , I'CITY OF ARLINGTON PUBLIC WORKS COMCAST/XFINITY L O O TW- zo5.3o " w 1".81
CONTACT:JOE WILSON,WASTEWATER COLLECTION SYSTEM SPECIALIST CONTACT:CUSTOMER SERVICE ° BW= z03.3o TW io3.5o
III/LEAD TEL:1(800)934-6489 ,'^ O 11.62 9 -
154 WEST COX AVENUE ( I----1 B 2U2 BD
v 8' 11.67 68.1T
ARLINGTON,WA 98223 GAS "D b COMPACT PARKING (� n a
TEL(360)403-3509 CASCADE NATURAL GAS a € O \ STALL(TYP.) N 9' _ �1 PROPOSED ADA O o o
EMAIL:JWILSON@ARLINGTONWA.GOV CONTACT:CUSTOMER SERVICE '� 15 j•j• •i PARKING SIGN(TYP.) n - o P
TEL:888-522-1130 v I O O PROPOSED WHEEL mT®j z TT'I F 8
1 ROPOSED EV CONCRETE SIDEWALK m
'� O ( STOP(TYR) Z
O - CHARGER(TYP.) z
LEGEND APN31051200101700 50°01'46"w86.00' ( rn U E
EXISTING PROPOSED EXISTING PROPOSED LOTS 0 O '� 24 -
CURB AND GUTTER STORM LINE SD PROPOSED LOT 19 3-STORY BLDG p J
0 0 0 0 0 3335 W 57 Do• LIGHT(TY=.) 3D,DDD S.F. 2 i d
BARRIER CURB CATCH BASIN TYPE ■ I S78° I I a� 4
PROPOSED EV STANDARD PARKING
CATCH BASIN TYPE c CHARGER(TYP.) STALL(TYP.) APN 31051200200400 3 t
CONCRETE 2 0 ® I PROPOSED TYPE SLANDSCAPE ASPHALT r `.O O
SCREEN.SEE LANDSCAPE PLANS ® LOT C i 'CLn
ASPHALT SANITARY SEWER -ss-ss- FOR DETAILS. - PAVEMENT g C
LINE REPLACE SIDEWALK TO 124 5' z p _ W 3 N
13.23'
FACILITATE WATER MAIN 21 X32'GAS REGULATOR 100' O N M
SANITARY SEWER I.. 19' W'lHEEL
26.54' 36.81' WYI�� O Q d 0 >p
PAINT STRIPING O INSTALLATION '� 3 $AMANHOLE STATION EASEMENT 3 Q 00FN 9207230118 L PROP I ,`
CLEANOUT(AS STOP(TYP.) ®`. #O C Q
DIRECTIONAL ARROW �® f If m •o 10- • ROPOSED I O L
o • 1 CURB RAMPTOSFACCIL FACILITATE PROPO�ED 10' o. _ E ROPOSED 10' W N P TW= 19z.33 V) a
I- a EMENT WATER EASEMENT 179.04 13 3 >`
SAWCUT ____________ POWER OVERHEADP(OH a(OH) WATER EASE MEN
r. r. o �_ ■ r�OSED WADER EASEMENT 'i "10, r C N LA
TRANSFORMER fV
WATER MAIN CONNECTION LL
POWER -� T _ J SEWER EASEMENT IN '58'14"W 96.53' m V Y�t
PROPOSED TRASH u
BOLLARD o • -P(UG) a(uc) � o e, 9, N 200407265279 B;
UNDERGROUND TO BE RELEASED PROPOSED UTILITY POLE
' '- � )� )( 1( ( ENCLOSURE PROP
SIGN � � POWER METER OO '� L-._ - - -__ � � ,o -5.1' s
4.6' e
BUILDING LINE ////// UTILITY POLE O t
LiL
35' TW= 196.78
JUNCTION BOX mx ® w= 193.� / SO°0146 W 20.00'
e
r 1 a BW= 196.78 v
P(°n)
CONTOURS 432 ----432---- (TYPE 1,2,3) El El m m 0 0 -P(ox1 ---
N89°5814'W 343 66' Tw- 18978
'XS'POWER EASEMENT - _ PROPOSED TYPE B LANDSCAPE PROPOSED RETAINING WALL. °"" BW- 189 78 ® y '� �'6 s.
WATERLINE W -W- LUMINAIE y� ------ AFN 9207230118 ------10,POWER EASEMENT r TW- 18857 I b v
G-�-` } ____ -SCREEN.SEE LANDSCAPE PLANS REFER TO A-A ON SHEET Cl.1 10'POWER EASEMENT .. -, a •: ,�S•� lid' Q
A 17
AFN 9207230118 ---' FOR DETAILS. ----- -______- AFN
9207230,18 -'BW= 78--- -
-i PROPOSED CONCRETE DRIVEWAY ---- - �'FIRE HYDRANT � � YARD LIGHT 489°58'14"W 213.74' CURB RAMP _
PER CITY OF ARLINGTON STANDARDS 212TH ST NE (MINOR ARTERIAL) S89°58'14'E 1305.69 REPLACEMENT a: E
WATER METER ® 8 TELEPHONE T(uc) T _- - - - - - - - - - _ - - - _ _ _ _ _ _ =
ROW CENTERLINE - PER CITY OF 589°56'14"E 298.59' M CV
WATER VALVE DC N GAS G G ARLINGTON E
FIRE INDICATOR VALE { GAS METER ® PRELIMINARY NOT FOR CONSTRUCTION
STANDARDS.
o N O
r S
POST INDICATOR VALVE b3 0 GAS VALVE A N
RETAINING WALL DETAILS
PROPOSED HANDRAIL.SEE FOR RETAINING WALL NOTE:
DETAIL 1 AND 2/0.1. S R H MOB A R L I N G TO N 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"141MM) SEC. 12,TWP. 31 N., RGE 5 E., W. M. NOT TO BE USED FOR CONSTRUCTION OF THE WALLS.
3 „ FILL PER THE CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON -
Z
TW ELEVATION PER PLAN f GEOTECHNICAL Q
ENGINEER CITY FILE NO. PLN1415, PLN1416 & PLN1417 W �
PROPERTY LINE Z W
NON-WOVEN GEOTEXTILE FABRIC(MIRAFI ~ Z
w
14ON OR EQUIVALENT)PER STRUCTURAL AND PROPOSED HANDRAIL. l/l Z W [
LD
LD MANUFACTURES RECOMMENDATIONS � � = l..)
a 3H:1 V MAX C)
RETAINED SOIL TW ELEVATION PER PLAN __—— EXISTING ASPHALTTO REMAIN fV J Z
EXPOSED WALL HEIGHT PER PLAN 2 < _ C Q —
KEYSTONE TOP CAP UNITS J
_ —— rJ U
i DRAINSTONE(AASHTO NO.57 OR EQUIVALENT)TO U Q
EXTEND LEAST 12"MA BEHIND BLOCKS PER — W
STRUCTURAL
MA AL AND MANUFACTURES
CTUTU RES RECOMMENDATIONS EXPOSED WALL HEIGHT PER PLAN--N C
1.5'LEVEL BENCH Z G
1.25'
BW ELEVATION PER PLAN r �.
BW ELEVATION PER PLAN 8.
PROPOSED REDI-ROCK BLOCK.REFER TO BLOCK WALL EMBEDMENT DEPTH PER BLOCK REE-DRAINING BACKFILL.
��MpX I STRUCTURAL AND MANUFACTURE'S MANUFACTURER'S RECOMMENDATIONS(8"MIN). (3/4"CRUSHED ROCK OR STONE)
3� RECOMMENDATIONS. I k
PROPOSED ASPHALT. KEYSTONE STANDARD 18 RETAINING WALL BLOCK W/A 1.25H:8V
INCH BATTER,TYP.CONTRACTOR G.C.SHALL GLUE TOP CAP UNITS
_ PER BLOCK MANUFACTURER'S RECOMMENDATIONS.REFER TO DETAIL $
6"0 PVC PERFORATED 3/0.7
'DRAIN PIPE PROVIDE 4'0 PERFORATED DRAIN PIPE.
i — FILL THE GEOTECHNICAL REPORT
a BLOCK PINS PER BLOCK MANUFACTURER'S 0.5'
LEVELING PAD PER STRUCTURAL AND RECOMMENDATIONS.REFER TO DETAIL 3/C1.1 0.5_.
MANUFACTURES RECOMMENDATIONS. '--"-""""""""'A �— '�'-EXTEND LEVELING PAD 6"ON EITHER SIDE OF BLOCK BASE
r
j WALL LEVELING PAD.PER BLOCK MANUFACTURER'S SUBGRADE PER THE GEOTECHNICAL J ; (V
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 t LU =
C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S. ZQ m C O
a- M
W Min.Low Permeable Sail Keysrone Cap UnR ::E Q/ � Y
Fence or Pedestrian Guard Connection Options Fence or Pedestrian Guard Connection Locations Keyaronesmndara Ill unn U
Raromee sdl E0L t./Y = to
Fence or petl-mma 8' Finished Grace W
_ __- guard post Une Dreinage Fill �� —� 24• Z U
(a/a•crpahed IV 1 ar Standard III Elevation 0 O CL
Rock or smne) f - ,. O N LC'1 W
"- Approx mate L mite __
CD
of E.-.!on ¶ UnroiMorced Concelear
Crushed Stone Leveling Pad 00 0
4^Pedoreted PVC Drel�e 0 M
TlleWroppetl In Filter Fabric N t
(If Raquuetl) Fountlerion Soil O it.'. O 0�
Typical Gravity Wall Section e1pl hp O°C, " p', PVEX wH/TF
Standard III Unit-V Setback W A te,
Geogrid is to be Placed on Level 19' �� C
O (2)-I Cap Unit, a•Cap Ura BackRll and Extended Over Ne
(,)-e•Capunit 6. Fiberglass Pins.Place Next Unit. �O L
Embedment depth as required unn Key Pull Grid Taught and BacklIll. Standard III Plan
Front View to resist overturning farces on Stake as required. �� �?
appurtenance View
Grid&Pin Connection Standard III Unit SSONALENG���
Grout fence or railing Grout fence or railing Side View
post in place post in place Dimensions May Vary 02/24/26
Field core into Field core into black connection Option#1 by Region
Top Dlock in second course Anchor Into the top block
•Consider Nock lengths when Top Nods(Width per design) Note: v o _
These generic pedestrian guard and fence date ml ring post spacing 1.Secure all cap units with K yrrone _ H c
details show a few potential options for melt •Weight of a single block available Kapseal or equal 18/12' 1 B -c 'C
installation on the top of a Redi-Rock retaining to resist ovanumirg forces Block in second row down i
wall.It is the design engineer's 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 of
as
acceptable resistance to me applied 12"
fµmea.s edi-Rook blocks are plain concrete, Base Leveling Pad Notes: stairoamVIC,,
ithout teal renforcem t
Grouted Connection Grouted Connection ,The leveling ped's robe WIMD: 8'conevaded ar,ra.^ed srona *oe o,rr(1 Block) (2 Blocks) Fenceormin t O O ar2000 I:unmi rased ig
g pos Ps Walgh 4'Core entl grout or conned concr&e *Weght01b p y , p Flange base pate aaechetl wth Clanged base plate 1to top block w th ED
adhes ve2.The base b t—iflns ro beset anchor bolts Re nforced concrete sidewalk epDrovetlbyme stegeorechnral i6" CTop View engear prior to placementdtle GConnection option#3 level rig petl.Connection Option#2core through top Nock and grout Posts in nn Face Cap Unit Plan Cap Unit Plan J t�
Gran posts in v-shaped opening between V-shaped opening between lower blocks C
lop blocks •Spacing in multiples of 46 118 n(1172 mm)
•Spacing in multiples of 461/8 in(1172 tam) Weight of a 2 adjacent blocks on second Universal Straight Split N
•Weight of a 2 adjacent blocks available to level down and 3 to row,blacks ava table 7
rest ovenumng forces to resat overturning faces Cap Unit Option Cap Unit Option 10
s'Dimensions&Avallablliry, XI Dimensions&Availability C
Will Vary by Region WIII Vary by Region '� (A
Flange Bolted Connection Moment Slab Connection C
Thls drewng's„r reference only. In INS d Dvamtinsh,"fthoa su-iftyend......rduse of any deiels,,a�med ocument s the sole reap—bltyd Thi d wi,p-s for refire only.Detemi a of Ne wkabileyandla mannerdusedany data is mMa red in Nis document-s the sde respmsidl0yd Excevellvi � W �t'V
Nedeslgnengneerofroc,NFlnelp,oiectdeelgnsinclud'ngallwnst,d',ndetalsshallbep,paredbyelimnsedpmfessbnalenglneerusngtheactuel ihed -g—li nee of recwd.F'nal prgea de girs.nGudiigall construciron Bela ls.stet beprepared byalicensed pMess oriel eng veer usnp Ne acWal LImMe QQ
mndI9om of the proposed slte. condldons of Ne przgosed vre.
DO
8'Crushed Rock or L Q
con er. 3RJ con e. LBH Cavell pPedC� y
Fence or Pedestrian Guard Fence or Pedestrian Guard En 'r _
0e 3R3 REDMOCKe LEIN REDI#ROCKe J
06-22-2015 Connection Options ,umus3tsoua,aweuvolx,Nl 0 W18-2023 Connection Locations ax,E.,Eps�.a„gyp ro 0 ct ;
Imtzzz mbid• .pro®�.a.,m rorrtzaarma>,d o• ,�� Standard III Unit/Base Pad Isometric Section View m V rp Y
eT 1 0/1 n`s'5 Fence or Pedesbian Guard connection Options 062215.dwg - 1 off rxa.Faiu or r.deedan cow connera,n corwian.ae,ezozs.ewg *Dimanslons a welgm May Very by Region
�1FENCE CONNECTION OPTIONS FOR REFERENCE ONLY z FENCE CONNECTION LOCATIONS - FOR REFERENCE ONLY rl 3 KEY STONE BLOCK WALL DETAIL- FOR REFERENCE ONLY s
C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S. C1.1 SCALE:N.T.S.
3
2
'E
Is
rt N =
E ^
PRELIMINARY NOT FOR CONSTRUCTION °
r S