APPROVED ENG FIR PLN BLD STM OVWSD Civil Set 12 Unit Paradise Lane 1-21-2021SEC. 25, TWAT. 27N, RNG. 03E, 1/4 SW
�i TRENCH TABLE
I
IA.4r)r-M1 /Inl IC` A Mr -A r-vf ffr7)fT
PE�Dh'9SfOPRD PARAMR SM RAMN PMMOas dr DYPERFiOus
PARADISE LANE PAI+EAIENT RJ EE REPLACED IMPERVIOUS = I,494 SF (0.034 ACRES)
PARADISE LANE LANDSCAPING - 12.611 SF (0.29 ACRFS)
TO TA I = 14, f 06 SF (0.324 A EWES)
PR8DS4B20P�D P.1RiDi5E QN--SITS SUB-9&SIhT
ON 517E 5UB-BASIN• FORESTEO C_55 ACRES
INFILTRATION TRENCH #1
1 - 18" ZPG MEDIA
CARTRIDGE
RIM=263.9
IE=260.5
ROOFTOP p = 9,050 SF (0.207 ACRES)
PARADfSE SUB -BASIN NEW & REPLACED ROW 11tfPERVf0U5 = 5,448 SF (0.175 ACRES)
=ROAD #1 = 7,367 SF (0.169 ACRES) = PARADfSE SU8-BASIN SIDEWALK & WALKWAY RAMP IMPERVIOUS = 1,96I 5F (9.045 ACRES)
" ' PARADISE SUB -BASIN LANDSCAPING = 6.E96 SF (0.154 ACRES)
1NFIL TPA DON TRENCH #2 TOTAL - 14,105 SF (0,324 ACRES)
® ROOFTOP #2 = 4,379 SF (0.101 ACRES)
OROAO J2 = 3,190 SF (0 073 ACRES
TOTAL ON -SITE SUB -BASIN = 0.55 ACRES
ROW WORK NOTE:
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
:34 EX. CB 12-365
TYPE 1 W/GRATE
1.9' BELOW RIM EL
\ (,'P44. TYPE i `
TRAFFIC RATED BOX
MARKED "DRAIN"
OBSERVATION WELL
CONFORMING TO WSDOT SPEC
9-03.12(5), PERFORATED PVC
UNDERDRAIN PIPE
,�- TEST PLUG
s
a
/
670 PERF PVC OR DI
LINE TRENCH BOTTOM & SIDES
MIRAR 140N FILTER FABRIC OR
APPROVED EQUAL.
N 0.43' & E 0.13'
OF CALC. CORNER
DEPTH
WIDTH
INFILTRATION TRENCH 11
28'
4.4'
INFILTRATION TRENCH 112
3'
3'
INFILTRATION TRENCH 13
3'
4'
*INFILTRATION TRENCH 13 TO BE COVERED WITH NATIVE SOIL
INFILTRATION TRENCH DETAIL
N. T. S.
FOUNDATION DRAINAGE
PROPOSED STRUCTURES WILL HAVE SLAB ON GRADE
FOUNDATIONS, AND WILL NOT REQUIRE FOOTING DRAINS
OR PIPED SUBSURFACE DRAINAGE SYSTEMS. SEE
GE07ECHNICAL REPORT FOR FOUNDATION DRAINAGE
RECOMMENDA DONS
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
K=440.tf4
a3132'11 "
C. BEARING N 6039'09" W
CORD 242.86'
TYPE 1-I CB
OUTLET IE --/
SOLID HOPE LOCKING LID
6' OR 4' PVC F007ING
DRAIN CONNEC77ON (TYP.)
ADS N-12 RISER-12' DIA
w/DRILLED PERFORA70 HOLES
WRAP CIRCUMFERENCE W77H
RL7FR FABRIC MIRAR 140N OR EQUIVALENT
4' WASHED ROCK
I f - 14'
FOOTING DRAIN DRYWELL DETAIL
N. T. S.
VICINITY MAP
N. T. S.
POST CONSTRUCTION SOIL QUALITY AND DEPTH - BMP T5.13:
DESIGN GUIDELINES
SOIL RETENTION
THE DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS
REQUIRING GRADING REMOVED AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO THE
PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE.
SOIL QUALITY
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE
FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING.
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO &0 OR MATCHING THE PH OF THE ORIGINAL
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF 8 INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF
INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4
INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
2 PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL.
J. QUALITY OF COMPOST AND OTHER MATERIAL USED TO MEET THE ORGANIC CONTENT REQUIREMENTS.•
A.THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION
OF 'COMPOSTED MATERIAL" IN WAC 173-350 SECTION 220. THIS CODE IS AVAILABLE AT THE DEPT. OF ECOLOGYS WEBSITE•
HTTP,•//WWW.ECY.WA.GOV/PROGRAMS/SWFA/COMPOST/ THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 359 TO 659 AND
A CARBON TO NITROGEN RA710N BELOW 25.1. THE CARBON TO NITROGEN RA710 MAY BE AS HIGH AS 35.1 FOR PLANTINGS COMPOSED
ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION.
B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIAL
AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST.
THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.
IMPLEMENTATION OPTIONS
THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW.•
1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION.
2 AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT 'PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON
SPECIFIES TESTS OF THE SOIL AND AMENDMENT.
J. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE PRIOR TO PLANTING. DEPTH REQUIREMENTS, EITHER AT A
DEFAULT 'PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE
SITE INFORMATION:
6" X 16" X I" OOO OOO PARCEL NUMBER: 27032500302600
CASGRATE� O O
OOOOO OOOOO SITE ADDRESS 546 PARADISE LANE
OO OO 7 EDMONDS, WA 98020-4650
OOOO TOTAL SITE AREA: 30,238 SF (0.694 ACRES)
OOOOO COUNTY.• SNOHOMISH COUNTY
�O ZONING. RM-2.4
MAXIMUM BUILDING HEIGHT 25'
�a SETBACKS. • FRONT. 15'
SIDE. • 10'
7" REAR. 15'
i
PROJECT CONTACT LIST:
RIM CONTACT SHOPE
CONCRETE PRODUCTS OWNER:
OF PUYALLUP, WA FOR PARADISE HEIGHTS HLD, LLC
LOCAL DISTRIBUTOR OF 190 W DAYTON ST STE 103
TRENCH DRAIN SHOWN IN DETAIL EDMONDS, WA 98020
PHONE. • 253-848-1551
)ARD (MIN) 5" KNOCKOUT DEVELOPER:
RISE L. MICHEL CONSTRUCTION, INC.
B I---�f-1.5" 1/2"-1 7907 212TH SW, 1102
EDMONDS, WA 98026
5" PHONE. • (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
7" 21 AVE. A, SUITE 4
TRENCH DETAIL SHOWN PER ZI SNOHOMISH, WA 98290
SHOPE CONCRETE PRODUCTS ZA PHONE. (425) 334-9980
6" PVC SPECIFICATIONS CONTRACTOR < EMAIL: donnabreske@comcast.net
MAY USE ALTERNATIVE TRAFFIC GEOTECHNICAL ENGINEER:
RATED TRENCH/CHANNEL DRAIN 2"
— 6" x 6" PVC ELBOW SYSTEM. EARTH SOLUTIONS NW, LLC
1805 1367H PL NE, SUITE 201
4" BELLEVUE, WA 98005
SECTION VIEW PHONE. • (425) 449-4711
TRENCH DRAIN K .3
N. T. S.
REFER ALSO TO:
DRAINAGE REPORT PREPARED
BY DONNA L. BRESKE, P.E.
DATED 3/1/2021 - VERSION 4.0
CB TYPE 1 W/UP TURNED ELBOW & RISER
N. T. S.
Know what's below.
Call 811 two business days
before you dig.
REVISION 8 (1-21-2021). PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
REVISION 7 (12-7-2020): PER CITY OF EDMONDS REVIEW COMMENTS DATED 10-8-2020. REMOVE INFILTRATION TRENCH NEAR CUL-DE-SAC
IN PARADISE LANE, RE -ALIGN WATER MAIN TEE CONNECTION TO AVOID CROSSING PVMT CL, REVISE SIDEWALK STD TO 580.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-19-19
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19). PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
CITY ENGINEERING DIVISION
SEC. 25, TWN. 27N, RNG. 03E, 114 SW
ROW WORK NOTE:
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
r
1 EX. FIRE HYDRANT
41.
WET AP CON ON
1 - 8 X8 TEE (RJ ),
1-8'GV(RJXFL)
STA-14+04.62
THRUST BLOCK
��A� - - - \ PE OVWSD STD W-5
/ / � � - - - --. d 250- ad c
-,L _kg/ --- IR ----
41.30 - - - - 45' VERTIC \ a I
ST BLOCKING PER/OVWSB
/� �// - SD ----STA 13+724
o /
V a
ACCESS TO\ 4/c
ASK
A�ppoS�FNGq --- - �l \�� \k\X\
�266 FF 262 gENSURE 1' f 4
VERTICAL
SEPARATION AT ° 7_ ° l 45' VERTICAL
\ I I I I I I STORM AND a // THRUST BLOCKING Jl \
POWER CROSSINGS /l /i PER OVWSD STD W-
STA
UPPERR TOP
N \ ) I l\ I I I I I ,���/ ai /l F, ��SFD ¢ U d a X
\ I I ► � �PERIMETER
,, ,, ll zs2 NiT
I 34
\ I I II I I I I �=17746'
\ I I I N I I 8J5.94'
A=12-'09'48" _�
\ \ C. BEARING N 4032'06" W S o // c 2ND FLOOR
\\ \\ \\ \ \ \I \I \\ I CORD 1 RZ 13' OVERHANG
\ so \ ) I I I \ \ICOA6 PER COE SS-200 \ / l GRAVEL FILLED STORMWATER l j
\ I I I W/12" CAST IRON LAMPHOLE �� T D // INFILTRATION TRECHCO#PER CUE
s I COVER W/1/2 HEXBOLIS \ , / SS-200
I I � RIM=262.35 DISTRICT MAIN �6� �' _� 4'-6" DI RIM-264 i / IE=259.75
I \ IE=257.35 ABOVE FIRE LINE / i 3.5'-6" DI IE=259
I CO 5 PER COE SS-200 \ l /l G PROPOSED l l
W/12" CAST IRON LAMPHOLE \ j /i �l D10 BEND 66 Q� FDC 6" DI
\ COVER W/1/2' HEXBOLTS " FFpS ¢ C
\ RIM=263.2 1-8" 22.5- BEND (FLxMJ) OPOSED rO®�,��� 90' BEND 6
\ \ \ IE=256.95 \ �` q \ \ \` DI
THRUST
BLO09, 3.33' LT \ j PROPOSED FHA -
\ \ THRUST BLOCK _ _
PER OVWSD SID W-5 \ \ �� 90�,G9 / 6T 801 RT 33.38 i �/ i 4.5'-6' DI
" 1. 11.25' BEND
1 8'X8"X6" TEE (MJ X FL) \ �� \' / 6" DI (MJxMJ)
1 - 6' R/W GATE VALVE (FL X MJ) PROPOSED
STA-12+4Z46, 4.65' RT 2 CO PER COE SS-200 ter° WATER METER FDC
THRUST BLOCKING ti
PER OVWSD SID W-2 8 W/12' CAST IRON LAMPHI COVER o ` PER 0VWSD s�
W/1/2" HEXBOLTS PVG \ W-1
RIM=265 3'�6 \ ��- \ SERVICE Nis' D A
IE=256.11 cp \ �� ILDING B DI MJxMJ
1 N 8 X8"X6' TEE (MJ X FL) `
s� 1 ti 6" R/W GATE VALVE ((FL X MJ
STA-12+30.02, 6.02'RT v�®1 >- __ - - -
- W
1 SMH 1 TYPE 1 COE GU 42
a
METER PER OVWSD
W-1 TO SERVICE
BUILDING C
r� /
THRUST BLOCKING ,,° 8 RIM=265 ` / Off2 1�4-------------- - - - - -- ---C- - - - - -- -- m � PFR nvwcn cw_� .� ---
rn
�-o
IE=256.05 (IN) W/1/2" HEXBOLTS
IE=255.95 (OUT- 8" SW) M=264.85
x
4" STORZ ADAPTOR
12 LF 6" DI (MJ)
1 - 8"X8 X6' 7EE (MJ X FL)
\ MH 12-298 1 - 6" R/W GATE VALVE (FL X MJ)
s RIM=+ -253 STA-12+25.00, 6.17 RT.17.66 RT(HYD)
g0. i / IE = APPROX. &75' 7HRUST BLOCKING
i BELOW RIM EL PER OVWSD STD W-2 8" GATE VALVE
(MJxMJ)
J�
x-X N 88 42 00" W 140.1
x- x-x-
/ 45- HORIZONTAL BEN �-
�ZgB STA--11+97.11, 2.83 LT X
1 NEW 9" WATER THRUST BLOCK I
DER OVWSD STD W-5
METER PER OVWSit
W-1 TO SERVICE i
BUILDING A
18" v36'
1 - 8"X8 X6" TEE (MJ X FL)
1 - 6" R/W GA7E VALVE (FL X MJ)
STA-11+43.28, 6.76' RT
THRUST BLOCKING
PER OVWSD STD W-2
UTILITY CONFLICT NOTE:
7HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 7HE
LOCATION, DIMENSION AND DEPTH OF ALL EXIS77NG U77LI77ES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
U71LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING U77LITY LOCATE AT 1-800-424-5555 AND THEN
P07HOLING ALL OF 7HE EXISTING U77LI71ES AT 7HEIR LOCATIONS
OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID U77LI77ES AS SHOWN
ON THESE PLANS ARE BASED UPON 7HE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIA770N.
i
/ 10+00
L=245.95'
R=446.84'
A=3132'11 "
C. BEARING N 6079'09" W
RD 242.86'
\\
1 - 8 X8" TEE (MJ X FL)
1 - 8" GV (MJ X FL)
THRUST BLOCK
PER OVWSD STD W-5
0 45' HORIZONTAL BEND
a STA-10+41.03, 1.Q RT
THRUST BLOCK
q PER OVWSD SID W-5
STA-10+80.51, 8.87' LT
THRUST BLOCK
PER OVWSD 7D W-5
x
18"
ST 0+87.46, .40' LT
UST BLOCK
PER OVWSD SID W-5
IV 0.43' & E 0.13'
OF CALL CORNER
Know what's below.
Call 811 two business days
before you dig.
I
VICINITY MAP
N. T. S.
o
Q N
270
EXISTING ADE
W
o �
270
2 Q
DRIVE AISLES 11
- 1
- ---
N
-- -
265
2%
PROPOSED GLADE
EXTRUDED
PEDES7RIA
CURB PATH
265
260
CBo CONTECH
CB115 TYPE 1
260
STORMFILTER STEEL
GRAVEL FILLED
STA-21+12
1 - 18" PHOSPHOSORB
INFILTR 1 71ON
RIM=263.5
255
MEDIA CARTRIDGE
TRENCH 11
IE=260.5 (6" SSW)
255
A-20+22
IE=260.5 (' ,
RM=263.9
I =260.5
250
o�
oo
CN
250
o�
NN NN
NN
NN
NN
C�
20+00 20+20 20+40 20+60 20+80 21+00 21+20
DRIVE AISLE #2 AND STORMWA TER PROFILE
SCALE - HORIZONTAL - 1 "=20 ; VERTICAL - 1 "=5'
SEE SHEET 2 FOR ASSOCIATED STORMWATER ELEMENTS
SITE INFORMATION:
PARCEL NUMBER:
27OJ2500JO2600
SITE ADDRESS:
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238 SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING:
RM-2.4
MAXIMUM BUILDING HEIGHT.
25'
SETBACKS:
FRONT 15'
SIDE.- 10'
REAR: 15'
WORK WITHIN SR-104
RIGHT-OF-WAY CANNOT
COMMENCE UNTIL APPROVAL
FROM WSDOT HAS BEEN
GRANTED.
REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
REVISION 7 (12-7-2020): PER CITY OF EDMONDS REVIEW COMMENTS DATED 10-8-2020. REMOVE INFILTRATION TRENCH NEAR CUL-DE-SAC
IN PARADISE LANE, RE -ALIGN WATER MAIN TEE CONNEC77ON TO AVOID CROSSING PVMT CL, REVISE SIDEWALK STD TO 580.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-19-19
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19). PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
1 MIAi
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 2127H SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE. • (425) 334-9980
EMAIL: donnabreske@comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLU77ONS NW, LLC
1805 1367H PL NE, SU17E 201
BELLEVUE, WA 98005
PHONE. (425) 449-4711
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
�j f f 3/12/2021
CITY ENGINEERING DIVISION
SEC. 25,
T WN. 2 7N, RNG . 0 3E, 114 SW
\ \ 1 l I
I I \ I rn .66
I �
I rn o I �I 34
l I I L=17-2625
12'09'48"
C. BEARING N 40'32'06" W
CORD 177.13'
TOE=262.5
KEYSTONE CAP UNIT
KEYSTONE COMPAC UNIT
18" MIN. THICKNESS
4" PERFORATED PVC DRAINAGE W17H/
HOLES UP.
77GH7LINE FD TO STORMDRAIN SYSTEM PER
PLANS.
N. T.S
REFER TO GE07ECHNICAL
CALCULATIONS FOR SURCHARGE
LOADING REQUIREMENTS AND
BLOCK WALL DESIGN.
UNREINFORCED CONCRETE OR
CRUSHED STONE LEVELING PAD
WALL
See Sheet S1
for additional
details
L-- — - — - —-
SITE GRADING AND EROSION CONTROL NOTES:
ALL GRADING SHALL COMPLY TO CHAPTER 18 OF THE INTERNATIONAL BUILDING CODE
THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE
PLACED ON THE UPHILL SIDE OF TRENCHES.
T.E.SC. MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK.
PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS DURING CONSTRUCTION.
STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED WITHIN 24 HOURS TO PREVENT
EROSION. HYDROSEED PREFERRED.
DURING PERIODS OF WET WEATHER, THE GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT SURFACE
DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM EXCESSIVE RUNOFF EROSION.
AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DELETERIOUS MATTER.
ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS
GREATER THAN 6 INCHES IN DIAMETER.
STRUCTURAL FILLS SHALL BE PLACED IN 8" TO 10" THICK LOOSE HORIZONTAL LIFTS AND SPREAD UNIFORMLY.
ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED
PROCTOR TEST (ASTM D-1557-70).
DISTURBED AREAS TO BE STABILIZED WITH HYDROSEED OR STRAW MULCH WITHIN 24 HOURS OF COMPLETION OF FINAL
GRADING DURING WET WEATHER.
UTILITY CONFLICT NOTE. -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 714E
LOCARON, DIMENSION AND DEPTH OF ALL EXIS77NG U77LI77ES
WHE774ER SHOWN ON 774ESE PLANS OR NOT, BY POTHOLING THE
U77LI71ES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCA77ONS PRIOR TO CONS7RUC77ON. THIS SHALL INCLUDE
CALLING U77LITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF 714E EXIS77NG U71LI77ES AT THEIR LOCA77ONS
OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID U71LI77ES AS SHOWN
ON 774ESE PLANS ARE BASED UPON 774E UNVERIFIED PUBLIC
INFORMA71ON AND ARE SUBJECT TO VARIATION.
unw Wf)PV NTnmV.
A SEPARATE RIGHT—OF—WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WI THIN THE Cl TY RIGHT —OF— WA Y.
W/CAP LS 21364
N0.43'&E0.13'
OF CALC. CORNER
Know what's below.
Call 811 two business days
before you dig.
/ A=3132'11 "
C. BEARING N 6039'09" W
CORD 242.86'
REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
GRADING QUAN1111ES
ON SI7E
CUT. 3,218 CY
FILL: 80 CY
RIGHT-OF-WAY
CUT. 885 CY
FILL: 4 CY
GRADING QUANTITIES ARE ROUGH CALCULATIONS THAT
DO NOT TAKE INTO ACCOUNT SHRINKAGE OR SWELLAGE.
REVISION 7 (12-7-2020): PER CITY OF EDMONDS REVIEW COMMENTS DATED 10-8-2020. REMOVE INFILTRA77ON TRENCH NEAR CUL-DE-SAC
IN PARADISE LANE, RE -ALIGN WATER MAIN 7EE CONNEC77ON TO AVOID CROSSING PVMT CL, REVISE SIDEWALK STD TO 580.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-19-19
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19). PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
VICINITY MAP
N. T. S.
SITE INFORMATION:
PARCEL NUMBER:
27OJ2500JO2600
SITE ADDRESS-
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238 SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING. •
RM-2.4
MAXIMUM BUILDING HEIGHT. 25'
SETBACKS FRONT 15,
SIDE. 10'
REAR. 15,
PROJECT CONTACT LIST:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUI7E 4
SNOHOMISH, WA 98290
PHONE. (425) 334-9980
EMAIL: donnabreskegcomcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLU77ONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE. (425) 449-4711
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
3/12/2021
CITY ENGINEERING DIVISION
SEC. 25, TWN. 27N, RNG. 03E, 114 SW
w
i
i
i
ROW TREE REMOVAL AND REPLACEMENT:
TREES PROPOSED TO BE REMOVED WITHIN THE RIGHT OF WAY, MUST BE
REMOVED TO ALLOW FOR THE CONSTRUCTION OF THE PROPOSED SIDEWALK
AND FRONTAGE IMPROVEMENTS TREES REMOVED MUST BE REPLACED
CONSISTENT WITH THE PLANTING AND REPLACEMENT SCHEDULE WITHIN THE
i CITY OF EDMONDS TREE REMOVAL AND TRIMMING POLICY.
7.34 EX. CB 12-365
TYPE 1 W/GRATE
1.9' BELOW RIM EL
EX. GUARDRAIL rn\
4 INSTALL TEMPORARY
8 7 CATCH BASIN INSERT A -,
CB _ \ a�l'�j�l I
RIM=24281 " CoN / _� \ S�
�_/ j! Y \ \
12 / / NORTH LINE OF 774E
50 / 1�" REBA X _ - I I SOUTH 1/2
FND L,-2T364 _ _ Al \�� oyA OF 7HE SW 1/4, NW
SD 7ECT B LS2/ - - 8"X2 1/4, SW 1/4
INF/L 710N - - - IR - 14"7" - I
I SUBGRA 1 t�/ -41.30 S 8839' 657.13'
ON /
iBM�E103. HIGH \w�//� -_---� / \ 2p' 18.�» �\. ry '. 338.61 IMP
174E
I 1 a / INSTALL TEMPORARY �g� / �� \ 2 - - b .
INS \ / 'AT6FF BASIN INSERT 7
248
ho
256.
Q/ \�``sr �ocni
C I / / I / NSTALL 7EMPORARY SILT
I / FENCE (BMP C235) (TYP)- 3 \ 2s z
CB�R/M=�38.35 \ < < // / // 66 265.4 FENCE W \ \ ` ��
IE=2 5.30 2" NA \ 1 I 1 / INSTALL STRAW WATTLES 2 �� ,�, REMOVED \ \� \ - -" d yo
// (BMP C235) (TYP) 3 - fl A -TO `\\�� \ 6` 4
EX -FENCE 265.4 \ \ \ \ \ - - - ° a
\\ L \ I I I 1 I I / I '�/ (TO BE REMOVED) +
INSTALL TEMPORARY 1 D a \ \ / �
CATCH BASIN INSERT \7 I I 1 \ y I 2^6. I \ I / \ 2 /°
13 PR07ECT / / B2 \
SUBGRADE SOUS NCH g
FROM COMPAC77ON / / / 0"
/ EX -HOUSE \ \
1 BMP C103: HIGH VS.
661 I i / I FENCE (TO BE REMOVED) \ \ \ \
I I I L=177.46' D16 \ I 30238 SQ. FT #546 / 266.1 \�
266 0.694 ACRES
J.
CB
RIM=243.72 i
IE=241.52 (12" SfV
IE=241.65 (12" A'I
Q
L=30.39' 7PN: 00656900010000
R=506.85'
A=326'O8"
C. BEARING S 802824" E
CORD 30.39' h 4"
�
CB
RIM=243.74
IE=241.84 1.2"S)
7 \INS, LL,, MPORARY
9ST CONSTRUCTION SOIL QUALITY AND DEPTH - BMP T5.13:
1GN GUIDELINES
RETENTION
DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT
C71CABLE. IN ANY AREAS REQUIRING GRADING REMOVED AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN
7GNAIED, CONTROLLED AREA, NOT ADJACENT TO THE / S
ER PORTIONS OF THE SITE WHERE FEASIBLE. Areas where finish grades exceed 33% are considered infeasible and ame d soils
QUALITY shall be omitted and the area shall be stabilized per direction of engineer of r ord.
AREAS SUBJECT TO CLEARING AND GRADING THAT 0 D 1 0 A ,
A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE
FOLLOWING: z
A TOPSOIL LAYER WITH A MINIMUM ORGANIC CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE
PH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF 8 INCHES EXCEPT
WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS
BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER a
MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
Z PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL.
VICINITY MAP
QUALITY OF COMPOST AND OTHER MATERIAL USED TO MEET THE ORGANIC CONTENT REQUIREMENTS• �1
2.
J.
N.T.S.
A. THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE
DEFINITION OF 'COMPOSTED MATERIAL" IN WAC 173-350 SECTION 220. THIS CODE IS AVAILABLE AT THE DEPT. OF
MAINTENANCE OF SILTATION BARRIERS: 11
ECOLOGY'S WEBSI7E• 0 20
SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
HTTP;//WWW.ECY.WA.GOV/PROGRAMS/SWFA/COMPOST/ 7HE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT
RAINFALL. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT
OF 35q TO 65q AND A CARBON TO N17ROGEN RA77ON BELOW 25:1. THE CARBON TO NITROGEN RA770 MAY BE AS Scale 1" = 20'
DEPOSITS SHOULD BE REMOVED AF7ER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOS17ION
HIGH AS 35.1 FOR PLAN77NGS COMPOSED EN77RELY OF PLANTS NA77VE TO 774E PUGET SOUND LOWLANDS REGION.
REACHES APPROXIMATELY ONE-HALF 7HE HEIGHT OF 774E BARRIER. SHALL BE DRESSED TO CONFORM TO 774E EXIS77NG
B. CALCULATED AMENDMENT RATES MAY BE MET 7HROUGH USE OF COMPOS7ED MATERIALS AS DEFINED ABOVE, • OR 07NER
GRADE, PREPARED AND SEEDED. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER 774E BARRIER IS NO LONGER
REQUIRED.
ORGANIC MA7ERIAL AMENDED TO MEET 774E CARBON TO NITROGEN RA770 REQUIREMENTS, AND MEETING 774E
CONTAMINANT STANDARDS OF GRADE A COMPOST. 774E RESUL71NG SOIL SHOULD BE CONDUCIVE TO 7HE TYPE OF
MAINTENANCE OF EROSION CONTROL ELEMENTS: 11
VEGETATION TO BE ESTABLISHED.
ALL EROSION AND SEDIMENT CONTROL BMPs SHALL BE REGULARLY INSPEC7ED AND MAINTAINED BY 7HE OWNER TO ENSURE
CEMENTATION OP7)ONS
CON71NUED PERFORMANCE OR 7HEIR IN7ENDED FUNCTION. ALL MAIN7ENANCE AND REPAIR SHALL BE CONDUC7ED IN
SOIL QUALITY DESIGN GUIDELINES LIS7ED ABOVE CAN BE MET BY USING ONE OF 7HE ME774ODS LIS7ED BELOW
ACCORDANCE W17N 774E MANUAL AND UN77L CONSTRUC71ON AND LANDSCAPING IS COMPLE7ED AND 774E P07EN71AL FOR
ON-S17E EROSION HAS PASSED.
LEAVE UNDISTURBED NA77VE VEGETA7ON AND SOIL, AND PR07ECT FROM COMPAC77ON DURING CONS7RUC77ON.
AMEND EXIS77NG S17E TOPSOIL OR SUBSOIL EITHER AT DEFAULT 'PRE -APPROVED" RA7ES, OR AT CUSTOM CALCULA7ED
SILTATION BARRIERS SHALL BE INSPEC7ED IMMEDIATELY AF7ER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RA7ES BASED ON SPECIFIES 7ESTS OF 774E SOIL AND AMENDMENT.
RAINFALL. SEDIMENT DEPOSITS SHOULD BE REMOVED AF7ER EACH RAINFALL. THEY MUST BE REMOVED WHEN 7HE LEVEL OF
DESPOS71ON REACHES APPROXIMATELY ON -HALF OF 774E HEIGHT OF 7HE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
STOCKPILE EXIS71NG TOPSOIL DURING GRADING, AND REPLACE PRIOR TO PLANTING. DEP774 REQUIREMENTS, E1774ER AT A
PLACE AFTER 7HE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO 774E EXISTING GRADE, COMPOST
DEFAULT 'PRE -APPROVED" RA7E OR AT A CUSTOM CALCULA7ED RA7E
AMENDED AND SEEDED AN OR 0714ERKISE PERMANENTLY STABILIZED
L=245.95'
R=446.84'
A=3132'11'
C. BEARING N 6039'09' W
CORD 242.86'
\ \\ \ \ 1 AC.. BEARING N 4032'06' W - -� \ / FF=271.82 5 TEMPORARY STOCKPILE \ \ \ \ v A�
\ \ 1 1 CORD 17Z13' \ \ / FOR HARDPAN. 1 \ \ A
\ I I \ \ \ \ l W/BSMT. l l COVER W/ RS �6 \\ a• �� c
1 \ C 2620f
I 266.8 / / / / / 263.
a \ ASPHALT DRIVEWAY 'USE /S G ASPH LT
(TO BE REMOVED) 2 L=44.26'
lVE Y 7EMPORARY
\ 9„&7 / / / /
\ EX -FENCE EES TRR TYP / / 30' \
\ \ \ (70 BE REMOVED)
\ 2671 ° l TEMPORARY STOCKPILE FOR \
\\ +� TP-3 PROTEST 115 TOPSOIL AND DUFF \ 0„
\ + 13 COVER W MIN 24 HOURS
INFILTRATIO TRENCH
\ \+ SUBGRADE SOILS -- / (10 BE REMOVED)
\ �+ ASPHALT
FROM COMPAC71ON C2 l
\ BMP C103.• HIGH VI 67 8
ROW WORK NOTE:
A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS
REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY.
COVER METHODS: 0
PROTECT DISTURBED SLOPES BY MULCHING (2"-4" THICKNESS). THIS CAN BE DONE BEFORE OR
AFTER PERMANENT SEEDING. THE TYPES OF MULCHES AVAILABLE ARE DESCRIBED BELOW (TAKEN
FROM THE D.O.E. MANUAL):
STRAW - MOST COMMONLY USED IN CONJUNCTION WITH SEEDING. ITS USE IS RECOMMENDED WHERE
IMMEDIATE PROTECTION IS REQUIRED AND PREFERABLY WHERE THE NEED FOR PROTECTION WILL BE
LESS THAN 3 MONTHS. THE STRA W SHOULD COME FROM WHEA T OR OA IS, AND MA Y BE SPREAD
BY HAND OR MACHINE. STRAW CAN BE WINDBLOWN AND MUST BE ANCHORED DOWN (ROLLING OR
PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING TACKIFIER).
CORN STALKS - THESE SHOULD BE SHREDDED INTO 4 TO 6-INCH LENGTHS STALKS DECOMPOSE
SLOWLY AND ARE RESISTANT TO WINDBLOW.
WOOD CHIPS/BARK CHIPS - SUITABLE FOR AREAS THAT WILL NOT BE CLOSELY MOWED, AND
AROUND ORNAMENTAL PLANTINGS. CHIPS DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING.
WOOD CHIPS MUST BE TREATED WITH 12 POUNDS NITROGEN PER TON TO PREVENT NUTRIENT
DEFICIENCY IN PLANTS (NOT NECESSARY FOR BARK). WOOD AND BARK CHIPS TEND TO WASH DOWN
SLOPES OF MORE THAN 6 PERCENT AND CREATE PROBLEMS BY CLOGGING INLET GRATES, ETC. AND
ARE THEREFORE NOT RECOMMENDED FOR USE IN THOSE AREAS.
WOOD FIBER - USED IN HYDRO -SEEDING OPERATIONS, APPLIED AS PART OF THE SLURRY. THIS
FORM OF MULCH DOES NOT PROVIDE SUFFICIENT PROTECTION TO ERODIBLE SOILS TO BE USED
ALONE DURING THE HEAT OF SUMMER OR FOR LATE FALL SEEDINGS. WOOD FIBER HYDRO -SEED
SLURRIES MAY BE USED TO TACK STRAW MULCH. THIS COMBINATION TREATMENT IS WELL SUITED
FOR STEEP SLOPES AND CRITICAL AREAS
NETS AND MATS - USED ALONE, NETTING DOES NOT RETAIN SOIL MOISTURE OR MODIFY SOIL
TEMPERATURE. IT STABILIZES THE SOIL SURFACE WHILE GRASSES ARE BEING ESTABLISHED, AND IS
USEFUL IN GRASSED WATERWAYS AND ON SLOPES. LIGHT NETTING MAY ALSO BE USED TO HOLD
OTHER MULCHES IN PLACE. ITS RELATIVELY HIGH COST MAKES IT MOST SUITABLE FOR SMALL SITES.
\ \\+ FENCE GARAGE / 6 3
\ \+ (70 BE REM 0 8"
\ 26' \
�'1 CLEARING LIM
AREA -OF CL AR/NG.•
r\+I / 30,230
10 /
\ 1
X 1
42'DO"
xx xx
TPN: 27032500303000
i
C�
36" 269.4
28 G
DEED
IF TREE AT
S7REET TO BE
REMOVED, 7HIS
TREE TO REMAIN
18"
FND 1 2" REBAR
W CAP LS 21364
N0.43'&E0.13'
OF CALC. CORNER
TPN. 2703250030320&
CO TRU ON ENTRANCE R=446.84
A=5 40'32"
C. BEARING N 02'47" W
l CORD 44.25'
RICK
Z6B BOL.
� �\
PLACE QUARRY SPALLS FOR 1
STABILIZED CONS7RUC71ON 2 8
EN7RANCE UPON REMOVAL OF
EXISTING DRIVEWAY.
0774ER BMPs AS REQIURRED BY 774E CITY AND APPROPRIA7E FOR 774E S17E TO M177GA7E 7HE EFFECTS OF INCREASED RUNOFF
SHALL BE APPLIED.
CONSTRUCTION SWPPP 13 ELEMENTS:
O1
ELEMENT 1: MARK CLEARING LIMITS PLASTIC,
METAL, OR STAKE WIRE FENCE MAY BE USED TO
MARK THE CLEARING LIMITS.
OELEMENT
2: ESTABLISH CONSTRUCTION ACCESS.
SEE DETAIL
30
ELEMENT 3: CONTROL FLOW RATES
40
ELEMENT 4: INSTALL SEDIMENT CONTROLS
ELEMENT 5. STABILIZE SOILS. SOILS TO BE STABILIZED AS
O5
LISTED IN THE COVER METHOD NOTES.
ELEMENT 6: PROTECT SLOPES CUT AND FILL SLOPES
SITE INFORMATION:
Os
SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT
WILL MINIMIZE EROSION.
PARCEL NUMBER: 27032500302600
7
ELEMENT 7.• PROTECT DRAIN INLETS
S17E ADDRESS. 546 PARADISE LANE
EDMONDS, WA 98020-4650
Og
ELEMENT 8. STABILIZE CHANNELS AND OUTLETS N/A
TOTAL S17E AREA: 30,238 SF (0.694 ACRES)
ELEMENT 9: CONTROL POLLUTANTS ALL POLLUTANTS,
COUNTY.• SNOHOMISH COUNTY
OINCLUDING
s
WASTE MATERIALS AND DEMOLITION DEBRIS THAT
OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED
ZONING. • RM-24
AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE
MAXIMUM BUILDING HEIGHT. 25'
CONTAMINATION OF STORMWA TER.
SETBACKS. • FRONT 15'
10
ELEMENT 10. CONTROL DE -WATERING.
SIDE. • 10'
REAR. 15,
11
ELEMENT 11: MAINTAIN BMP'S.
12
ELEMENT 12: MANAGE THE PROJECT.
PROJECT CONTACT LIST:
13
ELEMENT 13: PROTECT LID BMP'S
OWNER:
PARADISE HEIGHTS HLD, LLC
OEDMONDS,
190 W DAYTON ST S7E 103
WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
TEMPORARY COVER: 7907 212TH SW, 1102
EDMONDS, WA 98026
EX. RESIDENC o1�21 TEMPORARY SEED TO PROVIDE SOIL STABILIZATION BY PLANTING GRASSES AND LEGUMES TO AREAS WHICH WOULD REMAIN PHONE. (425) 776-2211
BARE FOR MORE THAN 7 DAYS (FROM MAY 1 TO SEPT. 30) OR 2 DAYS (FROM OCT. 1 TO APRIL 30) WHERE PERMANENT CIVIL ENGINEER:
COVER IS NOT NECESSARY OR APPROPRIATE. A MINIMUM OF 2-4 INCHES OF TILLED TOPSOIL IS REQUIRED FOR THE SEEDBED. DONNA L. BRESKE, P.E.
PLANTING SHOULD PREFERABLY BE DONE BETWEEN APRIL 1 AND JUNE 30, AND SEPT 1 THROUGH OCT 31. IF PLANTING IS 21 AVE. A, SUITE 4
DONE IN THE MONTHS OF JULY AND AUGUST, IRRIGATION MAY BE REQUIRED. IF PLANTING IS DONE BETWEEN NOV 1 AND SNOHOMISH, WA 98290
MARCH 31, MULCHING SHALL BE REQUIRED IMMEDIATELY AFTER PLANTING. THE SEED MIX OF REDTOP(10q), ANNUAL RYE(40q), PHONE. • (425) 334-9980
CHEWINGS FESCUE(40q), AND WHITE DUTCH CLOVER(109) SHALL BE USED AS A GUIDE (SNOHOMISH COUNTY TO APPROVE SEED EMAIL: donnabreske@comcast.net
MIX). "HYDRO -SEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. THE SOIL GEOTECHNICAL ENGINEER:
FARM SOLU77ONS NW, LLC
COVER METHODS LISTED UNDER "COVER DURING WINTER CONDITIONS" MAY ALSO BE USED AS TEMPORARY COVER AT ANY TIME. 1805 1367H PL NE, SU17E 201
BELLEVUE, WA 98005
CLEAR PLASTIC COVERING PROTECT DISTURBED SLOPES BY COVERING WITH CLEAR PLASTIC. THIS PHONE. (425) 449-4711
METHOD OF COVER IS GOOD FOR PROTECTING BARE AREAS WHICH NEED IMMEDIATE COVER AND FOR
WINTER PLANTINGS. IT IS ALSO QUICK AND EASY TO PLACE. THE SHEETING WILL RESULT IN RAPID,
1009 RUNOFF WHICH MAY CAUSE SERIOUS EROSION PROBLEMS AND/OR FLOODING AT THE BASE OF
SLOPES UNLESS THE RUNOFF IS PROPERLY INTERCEPTED AND SAFELY CONVEYED BY A COLLECTING
DRAIN. THIS IS STRICTLY A TEMPORARY MEASURE, SO PERMANENT STABILIZATION IS STILL REQUIRED.
THE PLASTIC MUST BE ANCHORED.
CLEAR PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE
REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. COVERING SHALL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID
SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND
THERE SHALL BE AT LEAST A 1 TO 2 FOOT OVERLAP OF ALL SEAMS SEAMS SHOULD THEN BE
ROLLED AND STAKED OR TIED. COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED
BETWEEN NOV. 1 TO MAR 1, AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. WHEN THE
COVERING IS USED ON UNSEEDED SLOPES, IT SHALL BE LEFT IN PLACE UNTIL THE NEXT SEEDING
PERIOD. SHEETING SHOULD BE TOED IN AT THE TOP OF THE SLOPE TO PREVENT SURFACE FLOW
BENEATH THE PLASTIC. SHEETING SHOULD BE REMOVED AS SOON AS IS POSSIBLE ONCE VEGETATION
IS WELL GROWN TO PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REV1EW COMMENTS' DA7ED 7-31-20
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
mil% "3/12/2021
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DA7ED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS' DA7ED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-19-19 REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DA7ED 12-18-2020
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DA7ED 8-16-19 REVISION 7 (12-7-2020): PER CITY OF EDMONDS REVIEW COMMENTS' DA7ED 10-8-2020. REMOVE INFILTRA77ON TRENCH NEAR CUL-DE-SAC
REWSION 1 (6-14-19): PER CITY OF EDMONDS REWEW COMMENTS DA7ED 5-20-19 IN PARADISE LANE, RE -ALIGN W47ER MAIN 7EE CONNEC71ON TO AVOID CROSSING PVMT CL, REWSE SIDEWALK STD TO 580.
D = DISTURBED AREA (5,844 SF) INSTALL 8" MINIMUM DEPTH
STOCKPILED SOIL
Ai = PROPOSED IMPERVIOUS AREA (24,394 SF)
DISTURBED AREA EXHIBIT
C11 A I C. 4 "- A/l'
60' ROW
12.5' S' SIDEWALK
(SEE NOTE 7)
18' EX -ROAD SURFACE
\ 9�F PAVEMENT/CONCRETE
2'-3'
11' LANE 10' LANE
IDTH WIDTH ,
18" CURB � rvicnnir_
CURB/GUTTER
(SEE NOTE 8)
-HMA CLASS 1/2"
PG 64-22
(SEE NOTES 2 & 3)
CRUSHED SURFACE BASE COURSE
PER WSDOT STD SPEC 9-03.9(3)
(SEE NOTE 1)
CROSS SECTION "A -A "
N. T.S.
CONSISTENT WITH CITY OF EDMONDS M-505 EXCEPT AS MODIFIED HEREIN. (EXISTING CONCRETE
NOTESROADWAY)
1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER
IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL
THICKNESS WHEN EXCEEDING 6" THICKNESS
2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL
MATCH EXISTING.
J. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2' THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL
MATCH EXISTING.
4. UNLESS APPROVED BY 7HE ENGINEER, 7HE HMA SHALL BE INSTALLED
IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2'.
5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED
PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A.
6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF
STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS
7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK
STANDARDS FOR SIDEWALK REQUIREMENTS.
8. REFER TO CITY STANDARD CURB DETAILS
60' ROW
G' cInn,ve I v q
18' EX -ROAD SURFACE
PAVEMENT/CONCRETE
GRIND AND OVERLAY 2'
OR GREATER INTO
ADJACENT PARADISE
LANE EXISTING
ASPAHALT
-HMA CLASS 1/2"
PG 64-22
(SEE NOTES 2 & 3)
CRUSHED SURFACE BASE COURSE
PER WSDOT STD SPEC 9-03.9(3)
(SEE N07E 1)
CROSS SECTION "E-E"
N. T.S.
CONSISTENT WITH CITY OF EDMONDS TR-505 EXCEPT AS MODIFIED HEREIN.
NO TES.
1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER
IS GREATER, CSBC SHALL BE INSTALLED IN MUL77PLE LIFTS OF EQUAL
THICKNESS WHEN EXCEEDING 6' THICKNESS
2. ROADWAY HMA DEP714 SHALL BE A MINIMUM OF 4" THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL
MATCH EXISTING.
J. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS
APPROVED BY THE ENGINEER, ANY DEP7H GREATER THAN 2" SHALL
MATCH EXISTING
4. UNLESS APPROVED BY 7HE ENGINEER, 7HE HMA SHALL BE INSTALLED
IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2'.
5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED
PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A.
6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF
STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS
7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK
STANDARDS FOR SIDEWALK REQUIREMENTS
& REFER TO CITY STANDARD CURB DETAILS
(EXISTING CONCRETE
ROADWAY)
51
BUILDING A�
FF=262.44 I
15' OVWSD
ESMT
5 BUILDING B (W)
HMA CLASS 1/2'
INFILTRATION I ` PG 64-22
TRENCH 12 3' '` CRUSHED SURFACE BASE
6' DI WATER COURSE PER WSDOT STD
MAIN SPEC 9-03.9(3)
(SEE NOTE 2)
CROSS SECTION "C-C"
N. T.S.
BUILDA
DRIVE AISLE CROSS SECTION
N. T. S.
TRENCH #1
SE
uuum3L vLK w3uul 37D
SPEC 9-03 9(3)
(SEE NOTE 2)
CROSS SECTION "B-B"
N. T.S.
NO TES.
1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXIS77NG WHICHEVER
IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL
THICKNESS WHEN EXCEEDING 6" THICKNESS
2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS
APPROVED BY 7HE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL
MATCH EXISTING.
J. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED
IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2".
5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED
PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A.
Q EX -GRADE
EXTRUDED +/--266
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CRUSHED SURFACE BASE
COURSE PER WSDOT STD
SPEC 9-03.9(3)
(SEE NOTE 2)
CROSS SECTION "D-D"
N. T.S.
DRIVE AISLB /2
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SEE SHEET 2
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DRIVE AISLE #1, SEWER, AND STORMWA TER PROFILE
SCALE - HORIZONTAL - 1 "=20, VERTICAL - 1 "=5'
SEE SHEET 2 FOR ASSOCIATED STORMWATER ELEMENTS
REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
REVISION 7 (12-7-2020). PER CITY OF EDMONDS REVIEW COMMENTS DATED 10-8-2020. REMOVE INFILTRATION TRENCH NEAR CUL-DE-SAC
IN PARADISE LANE, RE -ALIGN W47ER MAIN TEE CONNECTION TO AVOID CROSSING PVMT CL, REVISE SIDEWALK STD TO 580.
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DA7ED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS DA7ED 12-19-19
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19). PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
-'�lln"3/12/2021
CITY ENGINEERING DIVISION
O
CONCRETE CURB AND GUTTER OR 16"
DRIVEWAY
VERTICAL CURB (TO MATCH EXISTING
10'
WIDTH VARIES
CURBING) SHALL EXTEND TO END OF
EXPANSION
DUMMY
w
RADIUS. ON -SITE CURB SHALL START
JOINT
JOINT
w
AT END OF RADIUS PER DESIGN.
4.
RADIUS VARIES
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JOINT BETWEEN CURB/GUTTER
AND HIGH TRAFFIC LOAD GUTTER,
IF WING AND CURB/GUTTER ARE
NOT POURED AS ONE UNIT
5' MIN
DRIVEWAY APPROACH
FULL DEPTH 1/2" EXPANSION
2' MIN
CURB/GUTTER JOINT MATERIAL
SEE STD
SAWCUT
NO. 5 REBAR
DTL TR-521 -2% MAX
HMA �1
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SEE NOTE 9
NO. 5 REBAR
SECTION A -A
0 12" D.C. SECTION A -A
SECTION VIEW
NOTES:
(NOT TO SCALE)
REBAR DETAIL
NOTES:
1.
CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2.
CONCRETE SHALL BE CLASS 3000.
10
CURB/GUTTER AND WING FOR HIGH TRAFFIC
LOAD GUTTER MAY BE POURED
AS ONE UNIT. CITY INSPECTION REQUIRED
ON FORM WORK PRIOR TO POUR.
3.
FINISH SHALL BE LIGHT BROOM.
20
CONCRETE SHALL BE CLASS 3000.
4.
SIDEWALK THICKNESS SHALL BE 4".
30
FINISH SHALL BE LIGHT BROOM.
40
CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASED ON LOCATION AND OTHER SITE
5.
SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK.
CONDITIONS.
6.
CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
O5
DRIVEWAY WIDTHS TO BE CONSISTENT WITH
CITY STD DETAIL TR-541.
DRIVEWAY WIDTH DOES NOT INCLUDE RADIUS.
7,
LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER.
O6
FULL DEPTH EXPANSION JOINTS SHALL BE
PLACED IF WIDTH OF OPENING EXCEEDS 15'.
8.
SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION.
O7
INSTALL MINIMUM 5-FT TRANSITION PANEL
BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
9.
SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
O8
REINFORCING STEEL SHALL BE GRADE 60.
10.
ALL EDGES WITH EXPANSION JOINTS SHALL HAVE J" RADIUS
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018
TYPE IV
PUBLIC WORKS STANDARD
DEPARTMENT 1 DETAIL
1 APPROVED BY: R. ENGLISH T R - 5 44
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-4" PERIMETER STRIPING
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NOTES:
1D FIRE LANE MUST MEET ALL MINIMUM CITY OF EDMONDS DRIVEWAY/ACCESS STANDARDS AND SOUTH SNOHCMISH COUNTY
REGIONAL FIRE AUTHORITY'S (SSCRFA) FIRE LANE STANDARD.
FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM WIDTH OF 20' UNLESS APPROVED BY THE FIRE MARSHAL.
�3 FIRE LANE TO BE ASPHALT OR APPROVED EQUIVALENT_
FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM VERTICAL CLEARANCE OF 13,5.
O FIRE LANE SHALL NOT HAVE A GRADE EXCEEDING 12% UNLESS APPROVED BY SSCRFA.
PAINTED STRIPING SHALL BE YELLOW IN COLOR.
REFER ALSO TO CITY OF EDMONDS AND SSCRFA FIRE LANE STANDARD FOR CIRCULATION AND TURN-AROUNDS.
REVISION DATE
CITY OF EDMONDS FIRE LANE SPECIFICATIONS JANUARY 7019
MULTI -FAMILY AND
PUBLIC WORKS COMMERCIAL) STANDARD
DEPARTMENT DETAI
1P,APPRCVFD P.Y R. ENGLISH TR-567
e
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INOTES:
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT(2
1
CONCRETE SIDEWALK
APPROVED BY: R. ENGLISH
m
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REVISION DATE
OCTOBER 2018
STANDARD
D ETAI L
TR-531
FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1 /2"
LINE. ALL EXPOSED VERTICAL EDGES SHALL PO 64-22
BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5)
1' I SPECIFICATIONS 5-C4.3(5)A APPROVED TACK
OR APPROVED EQUAL AND SEALED PER 1
WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION
TO AVOID UNDERMINING EXISTING PAVEMENT.
1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR
BACKFILLING REQUIREMENTS.
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL
MEETS A MINIMUM OF 957 DENSITY PER ASTM D 1557,
3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING
CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 6".
4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH
GREATER THAN 4" SHALL MATCH EXISTING.
5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER
THAN 2" SHALL MATCH EXISTING.
6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UN17ORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS
5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL,
"S 1P1:)-
REVISION DATE
CITY OF EDMONDS TYPICAL HMA AND JANUARY 2018
UTILITY PATCH
PUBLIC WORKS STANDARD
DEPARTMENT D,FTAI
APPROVED BY: R. ENGLISH G U - 41 0
v
REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
REVISION 7 (12-7-2020). PER CITY OF EDMONDS REVIEW COMMENTS DATED 10-8-2020.
REMOVE INFILTRATION TRENCH NEAR CUL-DE-SAC IN PARADISE LANE, RE -ALIGN WATER
MAIN TEE CONNEC77ON TO AVOID CROSSING PVMT CL, REVISE SIDEWALK 57D TO 58a
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 (3-2-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 2-18-20
REVISION 3 (1-21-20): PER CITY OF EDMONDS REVIEW COMMENTS' DATED 12-19-19
REVISION 2 11-7-19 : PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 6-14-19 : PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICA77ONS AND CODES, AND ALL OTHER
APPLICABLE LOCAL
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION GENERAL NOTES
2' MIN SAWCUT
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWA7ER MANAGEMENT MANUAL FOR 7HE PUGET SOUND BASIN (CURRENT EDITION)
SEE NOTE 10
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
�{
R=1 /2"
5-1/2"
I R=1 "
HMA 4" OR MATCH
REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS N07ED 07HERMSE
J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSI7E WHENEVER CONSTRUCTION IS IN PROGRESS
EXISTING, WHICHEVER IS
4. DEWA77ONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY.
1 " BATTER
GREATER
5. CONTRACTOR SHALL RECORD ALL APPROVED DEWA77ONS FROM THESE PLANS ON A SET OF AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT COND177ONS ON ONE SET OF REPRODUCIBLE
DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLE77ON AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING
R=1"
SEE NOTE 12
OCCUPANCY/FINAL PROJECT APPROVAL.
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6. ELEVA77ONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXIS77NG U77LI77ES AND S17E FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE
CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS 7HE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL U77LITY LOCA77ONS SHOWN AND TO FURTHER
4
DISCOVER AND PR07ECT ANY 07HER U77LI77ES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTA77ON OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND
4'
COND177ON OF EXIS77NG U77LITY LINES AT CONNEC77ON OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF 7HE
p
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EXIS77NG U77LI77ES AND S17E FEATURES PRESENTED ON THESE DRAWINGS ENGINEER SHALL BE N077FIED IMMEDIATELY OF CONFLICTS THAT ARISE.
p p p
8. CONTRACTOR SHALL LOCATE AND PR07ECT ALL U77LI77ES DURING CONSTRUCTION AND SHALL CONTACT 7HE UNDERGROUND U77LI77ES LOCA77ON SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR
p p p
p
p
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TO
CONSTRUCTION.
4"-5/8"
18" STANDARD
6"-5/8"
9. CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AT THE PROJECT S17E BEFORE STAR77NG WORK AND SHALL N077FY OWNER'S REPRESENTA77VE OF ANY DISCREPANCIES
MINUS CSTC
SEE NOTE 11 J
MINUS CSTC
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GE07ECHNICAL REPORT (WHERE APPLICABLE) AND SHALL 7HOROUGHLY FAMILIARIZE HIMSELF K17H THE CONTENTS THEREOF. ALL S17E WORK SHALL BE
PERFORMED IN STRICT COMPLIANCE 07H 7HE RECOMMENDA77ONS OF THIS REPORT.
STANDARD TYPE "A" CURB/GUTTER
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDA77ONS OF THE PROJECT GE07ECHNICAL REPORT.
(NOT TO SCALE)
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILIRA 77ON OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL 77MES FROM COMPAC77VE AC77VI77ES (I.E.
HEAVY
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, U77LI77ES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NA77VE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF
ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GE07ECHNICAL REPORT.
15. SEE SURVEY AND ARCH17ECTURAL DRAWINGS FOR DIMENSIONS AND LOCA77ONS OF BUILDINGS, LANDSCAPED AREAS AND 07HER PROPOSED OR EXIS77NG S17E FEATURES
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS FOUNDA170N DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES
NOTES:
AND SHALL BE TIGHTLINED TO 7HE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWA TER FACIL171ES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO INSTALLA77ON OF ANY PAVEMENT UNLESS 07HERKISE APPROVED BY THE ENGINEER.
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
18. ALL ROOF DRAINS, PERIMETER FOUNDA77ON DRAINS, CATCH BASINS AND 07HER EXTERNAL DRAINS SHALL BE CONNECTED TO 7HE STORM DRAINAGE SYSTEM, UNLESS N07ED OTHERWISE.
19. ALL F0077NG DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF 7HE S17E STORMWA7ER DE7EN77ON SYSTEMM,
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLA77ON OF ALL S17E IMPROVEMENT5 INDICATED ON THESE DRAWINGS
21. A SEPARA7E IRRIGA77ON PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A
3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
COPY OF 7HE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW 7ES77NG SHALL BE COMPLETED BY 7HE OWNER
ANNUALLY THEREAFTER.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF S17E SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUC77ON COND177ON IN ACCORDANCE WITH APPROPRIATE
REQUIREMENTS AND
5. EXPANSION JOINTS SHALL HAVE 1 2" TO 5 8" WIDE PREMOLDED JOINT FILLER.
/ /
STANDARDS.
6. CONCRETE SHALL BE CLASS 3000.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY 07HER ACCEPTABLE METHODS FOR THE PREVEN77ON OF ONS17E EROSION AFTER THE COMPLE77ON OF
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
7. FINISH SHALL BE LIGHT BROOM.
24. 7HE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 77MES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED K17HOUT PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVA77ONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59 SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PR07ECT WORKERS, EXIS77NG BUILDINGS, STREE75', WALKWAYS, U77LI77ES AND
DIRECTED BY CITY ENGINEER.
07HER EXIS77NG AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND
BRACING, AS REQUIRED.
10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS
RESTRICTIONS.
11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER.
CONTRACTOR SHALL NOT RELOCA7E OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
30. COORDINATE AND ARRANGE FOR ALL U77LITY CONNECTIONS, U77LITY RELOCA77ONS AND/OR SERVICE INTERRUPTIONS WI7H THE AFFECTED OWNERS AND APPROPRIATE U77LITY COMPANIES CONNEC7IONS TO
12. ALL VERTICAL EDGES SHALL BE TACKED.
EXIS77NG U77LI77ES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHOR177ES GOVERNING SAID UTILITIES
31. ALL U77LI77ES SHALL BE PLACED UNDERGROUND.
32. EXIS77NG U77LITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONS7RUC77ON WORK SHALL BE REPAIRED AT CON7RACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND
REVISION DATE
OWNERS
CONCRETE CURB
JANUARY 2018
REPRESENTA77VE PRIOR TO BACKFILLING.
CITY OF EDMONDS
AND GUTTER
33. NEW U77LITY LOCA77ONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCA77ONS MAY BE SCALED FROM DRAWINGS FIELD ADJUSTMENTS SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE AND CITY.
PUBLIC WORKS
STANDARD
34. FIELD STAKE ALL U77LITY STUBS AT THE PROPERTY LINE.
DEPARTMENT 3
DETAIL
35. TRENCH BACKFILL OF U77LI77ES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 959 COMPACT70N TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
36. WHERE NEW PIPE CLEARS AN EXIS77NG OR NEW U77LITY BY 6" OR LESS, PLACE POLYETHYLENE PLAS77C FOAM AS A CUSHION BETWEEN THE UTILITIES
s t 1 g 1
APPROVED BY: R. ENGLISH
T R - 5 2 0
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CON77NUA77ON OF SITE U77LI77ES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR S17E IRRIGA77ON SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLA770N.
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
(WSDOT STD SPEC 9-05.12(2))
5
S� 3p,
2k * CORRUGATED POLYETHYLENE
S+ STORM SEWER PIPE
5
\2", 4", 6", OR 12"
TI NOTES:
RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
gry FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
�N�� > M/,l, FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN KNOCKOUTS.
2 S( y
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
p ALL JOINTS, RINGS, RISERS AND FRAMES.
/ \ 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX
/ DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
"D" SHAPE.
c
N 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0".
6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
A WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY
COVER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT 2
2
CATCH BASIN TYPE
APPROVED BY: R. ENGLISH
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
Via% e__"�7-� -%3/12/2021
CITY ENGINEERING DIVISION
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
SD-303
L27367
�FOISTIE
STONAL E� � �;L
LO
JV UR/1UG
TO BOTTOM OF POST
NOTES:
O1 LOCATION OF MAILBOX WITHIN THE RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY.
O2 MAILBOXES AND LOCK BOXES SHALL COMPLY WITH USPS REGULATIONS.
O3 POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 44 WOODEN POST (TREATED).
O4 FOR MAILBOXES PLACED WITHIN PLANTER STRIP, FOLLOW COE STD DTL TR-582.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. IB'�-
DONNA BRESKE & ASSOCIATES, LLC
LAND USE PLANNING & CIVIL ENGINEERING
21 AVE A, SUITE 4
SNOHOMISH, WA 98290
PHONE 360-294-8941
www.DONNABRESKE.com
MAILBOX
DETAIL 1
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
TR-58
NOTES & DETAILS I
FOR
PARADISE HEIGHTS
TAX PARCEL: 27032500302600 ORIGINAL ISSUE DATE: I1-13-18
APP #: BLD20160026
PERMIT #: BLD20190026 SHEET: 7 of 8
MA
ST
FR„ --
COVER
MH FRAME AND COVER PER
COE STD DTL GU-420
2" TO 12" CONC RISERS
(4" MIN - 18" MAX)
USING NON SHRINK GROUT - - 10" MIN TO
PROVIDE SMOOTH FINISH -- 24" MAX
INSIDE AND OUT -_ -_
24"
2 HANDHOLDS a'
SEE COE STD DTL GU-423 L ECCENTRIC PRECAST
6" MAX CONE
POLYPROPYLENE SAFETY e
STEP/LADDER 12" OC p
PRECAST SECTIONS
4" MIN THICKNESS
d.A
e..
A.
A '
4 .
a
a
TYP °
A'
a.
2
.B°
A
°4a 48" MIN
a
A'
SAND COLLAR 4 a
OR KOR-N-SEAL
KNOCKOUT °:..
4
A' °
9
4.
4
A.
NOTES:
4
16" MAX
1. LOCATE MH LID OUTSIDE THE WHEEL
PATH OF THE
CONSTRUCT
TRAVEL LANE.
•. ::,..
CHANNEL
SHELF
2. BASE REINFORCING SHALL BE #4 REBAR AT 12" OC
BOTH WAYS.
°
4 A
3. LARGER MH TO BE REVIEWED ON A
CASE BY CASE
° • °
6" MIN
BASIS USING APWA STANDARDS.
4. STEP AND LADDER MAY BE USED IN
LIEU OF
REBAR
POLYPROPYLENE SAFETY STEPS. SEE
COE STD DTL
MIN 2" CLEARANCE
GU-423.
�3f 1R':3"
REVISION DATE
CITY OF EDMONDS FEBRUARY 2019
TYPE I MH
PUBLIC WORKS [SGU-421
TANDARD
DEPARTMENT DETAIL
3 APPROVED BY: R. ENGLISH
DETAIL NOTES:
z
J
Z
RESIDENCE
a-
w
w
CLEANOUT
w
to
WITH 45'
BEND AND
2' CAP
CLEANOUT (MAX)
(TYP)NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
1222f r-FINISHED GRADE
�7_of
z
w
w 12 LOCKING COVER
0
SEE NOTE 3
w o END OF PIPER GRIPPER PLUG
'If (CHERNE 27061 OR APPROVED
EQUAL)
w U
WATER TIGHT CAP��\7
RISER LEVELING COLLAR
45' SEE NOTE 4
45'
12" PVC SLEEVE
�3•
6" RISER
4" OR 6" SIDE SEWER
6" WYE AND 6" CITY STUB
GENERAL CLEANOUT DETAIL 45' BEND
4" OR 6"
12 LOCKING COVER SIDE SEWER CLEANOUT DETAIL
z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT
� w Of LEVELING COLLAR NOTES:
j w w SEE NOTE 4
o U)
t n ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED
SLEEVE EQUAL.
6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424
TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6"
UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
CONCRETE COLLAR
REVISION DATE
CITY OF EDMONDS JANUARY 2018
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT 2 DETAIL
3 APPROVED BY: R. ENGLISH SS
Z O O
CONTOUR LINE
(TYP)
ANGLE TERMINAL
°' END UPHILL 24" TO 48"
JP TO PREVENT FLOW
AROUND WATTLE (TYP)
v�
A \� �F� Q1 TRENCH
TH
IN
DE FULL WIDTH
GRESS/EGRESS
PLAN VIEW
ADCA A\/AII ADI C CnD
SPACING
THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
WATTLE (TYP)
O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. �$���\ \�•" SEE DETAIL
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING SECTION A-A\/�\\;
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH WATTLE INSTALLATION ON SLOPES
222x2"x24" UN -TREATED
WOODEN STAKE (TYP)
3" MIN
4" MAX
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER WATTLE
SPACING TABLE
SLOPE
MAXIMUM SPACING
1 H:1 V
10'-0"
2H:1 V
20'-0"
3H:1 V
30'-0"
4H:1 V
40'-0"
>4H:lV
ONE RUN ONLY
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL NOTES:
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
*PROVIDE ATB OR ASPHALT INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
TRANSITION WHERE FRONTAGE 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED UNDERCUTTING.
BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
ALL EROSION CONTROL METHODS SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
BEFORE OTHER WORK CAN BEGIN SURFACE.
-�
CITY OF EDMONDS
STABILIZED CONSTRUCTION
ENTRANCE
REVISION DATE
JANUARY 2018
-�
CITY OF EDMONDS
WATTLE INSTALLATION
REVISION DATE
JANUARY 2018
PUBLIC WORKS
DEPARTMENT
5
STANDARD
DETAIL
E R- 9 0 1
PUBLIC WORKS
DEPARTMENT 2
5
STANDARD
DETAIL
E R- 9 0 3
APPROVED BY: R. ENGLISH
s t 1g
APPROVED BY: R. ENGLISH
s f. 18
FLOATABLES
ACCESS COVER CONCRETE COLLAR AND BAFFLE
REBAR TO MEET HS20 IF
APPLICABLE BY PERMANENT POOL
CONTRACTOR ELEV477ON
r. FINISHED GRADE
.-f---=-------- -----
A A Q
;. r . ddd .j ..IaLw
A �
I . 'Al ,' I o
A. ��� IA.: I q `V Z
` C RLIRA 77ON BAY
INLET
` L _ . - VANED INLET GRATE
I� � -3---------J
(SOLID COVER OPTIONAL)
INLET STUB
1' 2'-4" 2'_4" TO BE USED FOR
COLLAR INSIDE RIM INSIDE RIM C817 CONNECTION
TO TRENCH DRAIN
OUTSIDE RIM
2,_O»
INSIDE
4'-4j" OP77ONAL SLOPED 2'_Oj"
LID OUTSIDE
2'-0"�2'-4"
B
STORMFIL7ER
FILTRATION
BAY INLET
PERMANENT1
POOL ELEVA77ON
INLET STUB
TO BE USED FOR
CARTRIDGE
CB17 CONNEC77ON
SUPPORT
TO 7RENCH DRAIN
FLOW KIT
�1�7�__]��ACCESSLEANO
CATCHBASIN FOOT
P PLUG ON
(TIP. OF 4)
WEIR WALL
LIFTING EYE
(TIP. OF 4)
- WEIR WALL
-5"
-5"
FLOW
OUTLET STUB
OUTLET PIPE
FROM FLOWKIT
CATCHBASIN FOOT
(TYP. OF 4)
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTURE ID
CB#7
CB#8
WATER QUALITY FLOW RATE (cfs)
0.0076
0.016
PEAK FLOW RATE (<1 cfs)
0.0438
0.0922
RETURN PERIOD OF PEAK FLOW (yrs)
100 YEAR
100 YEAR
CARTRIDGE HEIGHT (27", 18", 18" DEEP)
18"
18"
CARTRIDGE FLOW RATE (gpm)
7.5
7.5
MEDIA TYPE (PERLITE, ZPG, PSORB)
ZPG
ZPG
RIM ELEVATION
263.2
263.9
PIPE DATA:
1 I.E.
IDIAM
I.E.
DIAM
INLET STUB
1 260.9
1 6"
NA
NA
OUTLET STUB
1 260.9
1 12"
260.5
6"
CONFIGURATION OUTLET OUTLET
INLET '-� J I( )I pINLET
INLET INLET
SLOPED LID
YES
YES
SOLID COVER
NO
NO
NOTES/SPECIAL REQUIREMENTS:
CONTECH STEEL CATCHBASIN S TORMFI L TER
N. T. S.
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL -/ 8» l
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS
MENEM
III ::::: •
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
STORMFILTER STEEL CATCHBASIN DESIGN NOTES
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
18" DEEP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
3.3'
SPECIFIC FLOW RATE (gpm/sf)
2 gpm/sf
1.67* gpm/sf
gp 1 m/sf
2 gpm/sf
11.67* gpm/sf
1 gpm/sf
2 gpm/sf
1.67* gpm/sf
1 gpm/sf
CARTRIDGE FLOW RATE (gpm)
22.5
1 18.79
1 11.25
15
1 12.53
7.5
15
1 12.53
1 7.5
PEAK HYDRAULIC CAPACITY
1.0
1.0
1.8
INLET PERMANENT POOL LEVEL (A)
V-0"
1'-0"
2'-0"
OVERALL STRUCTURE HEIGHT (B)
4'-9"1
3'-9"
4'-9"
* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBI�' (PSORB) MEDIA ONLY
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com
3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING.
4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
CONTRACTOR.
5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
OF THE STEEL SFCB.
6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
USING FLEXIBLE COUPLING BY CONTRACTOR.
7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
BY CONTRACTOR.
8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
PROVIDED).
C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
CONTECH INSPECTION NOTE:
SPECIAL INSPEC77ON WILL BE REQUIRED
BY A CONTECH REPRESENTATIVE.
LOCAL REP:
STEVEN COSTELLO
SCOSTELLOOCONTECHES COY
206-730-8090
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT 4
5
EROSION CONTROL THROUGHOUT PROJECT.
CITY INSPECTION
REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION 8 (1-21-2021): PER CITY OF EDMONDS REVIEW COMMENTS DATED 12-18-2020
REVISION 7 (12-7-2020). PER CITY DMNDS REVIEW COMMENTS DATED 10-8-2020.
REMOVE INFILTRATION TRENCH NEAR CUL-DE-SAC IN PARADISE LANE, RE -ALIGN WATER MAIN
TEE CONNEC77ON TO AVOID CROSSING PVMT CL, REVISE SIDEWALK STD TO 580.
CITY OF EDMONDS
PUBLIC WORKS
FILTER FABRIC FENCE
FILTRATION SYSTEMS
REVISION DATE
JANUARY 2018
STANDARD
DEPARTMENT 3
t. 18 5
APPROVED BY: R. ENGLISH
DETAIL
E R - 9 0 0
REVISION 6 (9-10-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 7-31-20
REVISION 5 (5-26-20): PER CITY OF EDMONDS REVIEW COMMENTS DATED 4-22-20
REVISION 4 8-20
EVI WCOMMENTSTDATED
REVISION 3 (13-21 200:, PERCCIITY O EDDMONDS ONDSREVIEW
DATED 12 -19 19
REVISION 2 (11-7-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 8-16-19
REVISION 1 (6-14-19): PER CITY OF EDMONDS REVIEW COMMENTS DATED 5-20-19
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
TEMPORARY JANUARY 2018
SEDIMENT TRAP
FOR CATCH BASINS STANDARD
DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 2
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
3/12/2021
CITY ENGINEERING DIVISION
L. B DONNA BRESKE & ASSOCIATES, LLC NOTES & DETAILS If
�pF WASy7N�� LAND USE PLANNING & CIVIL ENGINEERING
FOR
21 AVE A, SUITE 4 PARADISE HEIGHTS
�� \ SNOHOMISH, WA 98290
APHONE 360-294-8941 TAX PARCEL: 27032500302600
?73a7 ,Iv�%` 1 ORIGINAL ISSUE DATE: 11-13-18
www.DONNABRESKE.com
APP #: BLD20160026
PERMIT #: BLD20190026 SHEET: 8 of 8
SEC. 25, TWN. ;? 7N, RNG. 03E, 114 SW
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10+00 10+20 10+40 10+60 10+80 11 +00 11 +20 11 +40 11 +60 11 +80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20
DRIVE AISLE ,#1, WATER MAIN PROFILE
w SCALE - HORIZONTAL - 1 "=20', VERTICAL - 1 "=5'
OHP /
t � /
-SD \X.FIREroru,,..
-�
77
EX. GUARDRAIL H' _
05�,40 "``' . T- AP CONNECT ON
8"X8" TEE (RJ X FLk
,� r q ® \ , 1 - 8" GV (RJ X FL)
/� V� STA-14+04.62 NORTH LINE OF THE
so / " �iEBA a. 1 4, THRUST BLOCK SOUTH 1/2
FND /R B �� L IT364 - - - _ _ "-" d7 , _ \� I OVWSD STD W-5 OF THE SW 1/4, NW
so LS2 - - 250- a° ` \\� 1/4, SW 1/4
FIR - \ ,\` \\� \ ` \
°-x 4130
ST BLOCKING PER OVWSD-
a � � '� S 8839' " 657.13'
/ / ✓ �� / x _ - , - -STA 13+72.4
•24t3
ACCESS TO °
WALK \
C
\ \ \ \ I I I I / ENSURE 1'
VERTICAL
EXISTING SITE FEATURES AND BOUNDARY NOTE:
EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE
PROVIDED BY A SURVEY PREPARED BY GREENE LAND SURVEYING
DATED 9-14-18 .
SOME PORTIONS OF THE EXISTING UTIL177ES NOT SHOWN ON THE
SURVEY WERE GATHERED FROM THE CITY OF EDMONDS GIS MAP.
SEPARATION AT TP-2 I 45' VERTICAL BEND-,,
\ \ \ \ I f I I I I STORM AND l' I THRUST BLOCKING
\ \ \ I f 1 l I I POWER CROSSINGS 1, ' i PER 0VWS0 STD W-5 /
1 a \
\ \ \ \ I O �, , i� STA 13+50.03ft
°
ROOFTOP
I I I l l °SFp 9 o
rn�� l l FF A
PERIMETER
\ I
1F 4
Ii,tL I'd
AR U/!o/
REQUIRED FIRE FLOW.•
MAXIMUM FIRE FLOW 1158.9 GPM
FOR 100% INVOLVEMENT AS
DETERMINED BY IOWA MODEL.
v�
2
0
" S p00WD�LN
�
r `'
ELM ST
EL ELM
?F �o
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D
KULSHAN RD-j
13TH
RD 15
226TH ST SW S`I
oz
VICINI TY MAP
N. T. S.
UTILITY
CONTACT LIST:
LEGAL DESCRIPTION: APN: 27032500302600
WATER
OLYMPIC VIEW WATER AND SEWER DISTRIC4LL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
8128-228TH ST SW
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27
EDMONDS, WA 98026-8449
NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF
STATE ROAD NO. 1-W AND SOUTH OF COUNTY ROAD;
(425) 774-7769
EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE;
SEWER
CITY OF EDMONDS
EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST
121-5TH AVENUE NORTH
QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE,•
AND EXCEPT THE FOLLOWING DESCRIBED TRACT:
EDMONDS, WA 98026
(425) 771-0241
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE
ELECTRIC:
SNOHOMISH COUNTY P.U.D.
SOUTHEAST CORNER THEREOF-
21018 HIGHWAY 99,
THENCE NORTH 1' EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD;
EDMONDS 98026
THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET;
THENCE SOUTH 1' WEST 71.94 FEET MORE OR LESS, TO THE NORTHEAST CORNER OF
(425) 670-3200
TRACT CONVEYED TO
OTTO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO. 1029868;
FIRE
THENCE NORTH 8832' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE
DEPARTMENT.'
EDMONDS FIRE DISTRICT (SCFD #) 1
OF STALE ROAD 1-W,-
121-5TH AVENUE NORTH
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05
FEET, MORE OR LESS, TO POINT A ON THE SOUTH LINE OF SAID SUBDIVISION, 180
(EDMONDS CITY HALL)
FEET WEST OF THE SOUTHEAST CORNER THEREOF,•
FIRE MARSHAL: (425) 771-0213
THENCE SOUTH 8832' EAST 165 FEET TO THE TRUE POINT OF BEGINNING,•
ALSO EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON UNDER RECORDING
NO. 2159660.
GAS:
PUGET SOUND ENERGY
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
10885 NE 4TH ST
BELLEVUE, WA 98004
(425) 452-1234
WATER SERVICE LINE SPECIFICATIONS
PER OLYMPIC VIEW WATER & SEWER DISTRICT
I. MATERIALS•
1) COPPER - TYPE 'K" TUBING.
2) WHEN STATIC PRESSURE IS LESS THAN 100 PSI, HIGH -DENSITY POLYETHYLENE PIPING WITH
IRON PIPE SIZE ASTM-D2239 AND PE3406 OR PE 3408 MARKINGS. PIPING SHALL BE MARKED AT INTERVALS OF NOT MORE
THAN 5' FOR POLY PIPE WITH MANUFACTURER'S NAME, SIZE AND PRESSURE RATING OF 160 PSI MINIMUM.
WHEN STATIC PRESSURE EXCEEDS 100 PSI, USE POLYETHYLENE PIPING WITH IRON PIPE SIZE ASTM-D2239 AND PE 3408
MARKINGS. PIPE WILL HAVE A PRESSURE RATING OF 200 PSI OR GREATER AND BE MARKED AT INTERVALS OF NOT MORE
THAN 5' WITH MANUFACTURERS NAME, SIZE AND PRESSURE RATING.
ll. INSTALLATION:
1) THE WATER SERVICE LINE SHALL BE PLACED ON A FIRM UNDISTURBED BASE THAT IS SMOOTHLY GRADED AND FREE
OF LARGE MATERIALS. 1F SOIL IS DISTURBED, IT SHALL BE COMPACTED TO PROVIDE A STABLE BASE. THE PIPE DEPTH
SHALL BE A MINIMUM OF 18" FROM FINISHED GRADE TO THE PIPE.
L=245.95'
2) IF POL Y PIPE IS USED, I T MUST BE BURIED WI TH A 12 GAUGE SOLID CORE TRACER WIRE WI TH VINYL COA TING. THE
R=446.84'
WIRE MUST BE CONTINUOUS, CONNECTED AT THE METER AND THE HOUSE AND TAPED TO THE SERVICE LINE EVERY 5'.
\ A=3132'11"
C. BEARING N 60'39'09" W
CORD 242.86'
3) IF NATIVE BACKFILL MATERIAL HAS LARGER THAN 3/8" DIAMETER ROCK, AN APPROVED SANDY SOIL SHALL BE USED
TO BACKFILL 1 " ABOVE WATER PIPE.
4) THE WATER SERVICE PIPE MUST BE CONNECTED AT THE METER AND BUILDING WITH BRASS FITTINGS (NO PLASTIC,
PVC OR GALVANIZED FITTINGS ALLOWED).
5) ALL PIPING SHALL BE FLUSHED OUT AND BE UNDER PRESSURE WITH NO LEAKS WHEN THE INSPECTION IS
�° �\ \� \ I 4 I I I I I I I I 3/ , /i, ,'' ,l '` ?ss joNiT i • ; ,� P \ \ o \ REQUESTED.
WET -TAP CONNECTION
I 1 I I I L 17746' < o �I \ ; / ,� a 10Y00 1 B,Xa" TEE (MJ X FL) 6 THE WATER SERVICE LINE SHALL NOT BE BURIED IN THE SAME TRENCH AS THE SANITARY SEWER OR STORM
�835. 94' 1 8 GV (MJ X FL) \ )
\ \ \ \ \ \ 1 \ \A=12o9'48" spy,/ �,: F OR ✓, Y ° �� THRUST BLocK DRAINPIPE. THE MINIMUM HORIZONTAL SEPARATION FROM WATER TO SEWER SHALL BE 10 FEET. IF FIELD CONDITIONS
\ \ \\ /r'p N� / l OVERHANG ti PER OVWSD STD W-5
\ \ \ I 1 \ C. BEARING N 4032'06' w , oM / �� �� d so ��,� PREVENT THIS, CONTACT THE DISTRICT FOR SPECIFIC INSTRUCTIONS. WATER LINES CROSSING SEWER OR STORM PIPES MUST
LORD 177.13' \ 1,,; / GRAVEL FILLED STORMWATER / !� �- ^, T`\ ° MAINTAIN AN 18" VERTICAL SEPARATION ABOVE SAID PIPES.
INFILTRATION TRENCH (TYP)
- �,� \ Ill. INSPECTION:
DISTRICT MAIN �� / r� /� 4' 6" DI , , ,'-_i k L=44.26'
ABOVE FIRE LINE I -
I I 3.5'-6" DI , / / - �' 1=44s•a4'" PRIOR TO BACKFILLING ANY PORTION OF THE WATER LINE YOU MUST CONTACT OLYMPIC VIEW WATER & SEWER DISTRICT
- " so BEND 6"PROPOSED �� / FOR INSPECTION 425-774-7769 24 HOURS IN ADVANCE. THE PRECEDING CRITERIA MUST BE MET PRIOR TO ANY
I I \ 1-8" 22.5' BEND (FLxMJ) DI (MJxMJ) FDC 3'-6" DI°S /NG C \ -- C. BEARING N 4 02'47" ( )
FF zq A \ / / l 4 CORD 44.25' INSPECTION.
\ \ STA-12+62.09, J.33" LT o P 90' BEND 6" , , ?6 041, l
\ THRUST BLOCK
\ \ PER OVWSD STD W-5 �\ 9G 9 rim\PROPOSED FH ` D
V 6 IF " STA-12+33.38 ,(;' 4.5'-6' DI v i I t RICK°
\ 1 - 8 X8"X6" TEE (MJ X FL) o�, 6.80 RT i I I BOL.
s 1 ti 6" R W GATE VALVE FL X MJ / 11.25' BEND 45' HORIZONTAL BEND
( ) STA-12+47 46, 4. 65' RT \ `� G� \' i 6" DI-(MJxMJ) STA-10+41. 03, L m RT ° a.
�' 3.5'6" DI i o THRUST BLOCI7 i
THRUST BLOCKING I y 15' SD
PROPOSED o, !r -5 \
PER OVWSD STD W-2 � 0� --' l METER PER OVWSD i E T J o o, PER OVWSD STD W
c^ SS \
9J'o 1 - 8 X8'X6" TEE (MJ X FL) \
1 - 6" R/W GATE VALVE (FL X MJ) a°a
STA-12+30.02, 6.02' RT
9C� THRUST BLOCKING
PER OVWSD SID W-2
1/4" FIRE HYDRANT ASSFMRI Y l
4" STORZ ADAPTOR
�= QOR �QS 12 LF 6" DI (MJ)
�j, � 5 S�RO� EO 1 - 8 X8'X6" TEE (MJ X FL)
1 - 6" R/W GATE VALVE (FL X MJ)
STA-12+25.00, 6.17 RT • 17.66 RT(HYD)
O sIP S MH 12-298 THRUST BLOCKING
s RIM=+ - PER OVWSD SID W-2 8" GATE VALVE
IE = APPROX. 8.75' (MJxMJ)
BELOW RIM EL
WATER METER l FDC W-1 TO SERVICE
\ PER 0VWSD ,� ��, s��� BUILDING C 3 I
\ W-1 TO-
\ SERVICE 9¢' BEND 6„ f OCVz�
\ BUILDING B DI (MJxMJ) VgU�T
- -; '- - - - - -- ---- �� Know what's below.
-W-R" n, 7o, o" n: �n _ g�� -�45 DEG. REND (M IxM.I)
T B
- - - S7A--7FF9771,-T.83L7-
T THRUST BLOCK
� -PFk OVWSD STD W 5
x
-x- X N 88'4��
2'00' W 140.8 ' - - - - -
/'- _ N 883 0 ESN x 1000 j x-x x-
\ 1_
269 I I " I I
NFW » " TPN: 27032500303000 x
METER 1 0VWSD t
W-1 TO SERVICE t
BUILDING A
STA-10+80.51, 8.87' LT Call all two business days
THRUST BLOCK 6d'
x
PER OVWSD TD W-5 �°'' before you dig.
�_
8 ° V36" �\ i
20 IF 6" DI M 1) I
1 - 8"X8X6" TEE (MJ X FL) FND 1 2" REBAR
1 - 6" R/W GATE VALVE (FL X MJ) W CAP LS 21364
STA-11+43.28, 6.76' RT N 0.43' & E 0.13'
THRUST BLOCKING OF CALC. CORNER j
PER OVWSD STD W-2 TPN: 27032500303200 I
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
STA-10+8746, 7.40 LT
THRUST BLOCK
PER OVWSD STD W-5 °' REVISION I-_"- 1-20 : PER OVWSD PACE REVIEW COMMENTS DATED 11-27-19
EX. RESIDENCY\ 1Fo
L. h DONNA BRESKE & ASSOCIATES, LLC
OF WAS ,y LAND USE PLANNING & CIVIL ENGINEERING
TT°N.• 27032500303300 A �n f 21 AV E A, SUITE 4
SNOHOMISH, WA 98290
.o Q PHONE 360-294-8941
1/
www.DONNABRESKE.com
SITE INFORMATION:
PARCEL NUMBER:
27032500JO2600
SITE ADDRESS:
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238 SF (0.694 ACRES)
COUNTY-
SNOHOMISH COUNTY
ZONING:
RM-2. 4
MAXIMUM BUILDING HEIGHT.
25'
SETBACKS:
FRONT. 15,
SIDE 10'
REAR: 15'
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE: (425) 334-9980
EMAIL: donnobreske@comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLUTIONS NW, LLC
1805 136TH PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE: (425) 449-4711
RESUB
Sep 28 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
OLYMPIC VIEW WATER & SEWER DISTRICT
APPROVED FOR CONSTRUCTION
By., Date: 9 L4?-S
WATER
FOR
PARADISE HEIGHTS
TAX PARCEL: 27032500302600 'ORIGINAL ISSUE DATE: 11-13-18
SCALE: 1 " = 20' SHEET. 1 of 1
*SEE EXHIBIT BELOW FOR
\ ADD177ONAL S/GNAGE
I
A-- 12'09'48"
C. BEARING N 4032'06" W
CORD 17ZIJ'
NOTE:
PARADISE LN ENDS AS A
CUL—DE—SAC
F
CONSTRUCTION
AHEAD
/ (W20-1)
h
O
r ❑�
(W20-7 A)
/
I
d "
d � \
°d
°
NORTHf SO UTH PARADISE LN EXHIBIT
SCALE. 1" = 20'
(W20- )
h
STOP /
HYDRANT
WORK AREA PROVIDE
STEE�77NG AS
NEEDED OVER OPEN
U77LITY TRENCHES
MAINTAIN TRAVEL LANE
INSTALLATION OF
UTILITIES CROSSING
PARADISE LN
N U.4J & t U.IJ
OF CALL. CORNER
PARADISE LN
2207H ST SW
00
Cy71 4ZE
1
S
yy
S
v
a
NE 2057H ST
A=3132'11 "
C. BEARING N 6039109" W
CORD 242.86'
WHITE REFLECTIVE
TAPE (TYP) —
z z_
c�
00 00 z
cV 1
ORANGE
(TYP)
ED,tf=W,4Y
HAUL ROUTE
Know what's below.
Call 811 two business days
before you dig.
EX/ T
2287H ST SW
HO URS OF WORK:
MONDAY — FR/DAY
7AM &W TO 6PM
Y BE ADJUSTED
AC MMODA 71CIPA7ED
TRA D CONTRACTORS
D
TABLE A
SPEED
(MPH)
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(FT)
OFFSET WIDTH
10'
12'
25
105
125
25
30
150
180
30
35
205
245
35
40
270
320
40
45
450
540
45
NOTE:
1 DISTANCE BETWEEN SIGNS SHALL BE 100'
FOR RESIDENTIAL STREETS (25 MPH), AND
200' FOR ARTERIAL ROADWAYS
LEGEND:
• FLASHING BEACON SHALL BE INSTALLED AT
EACH SIGN FOR NIGHT—TIME USE.
• DISTANCES MAY VARY AS APPROVED BY THE
ENGINEER.
• FLAGGERS REQUIRED TO CONTROL TRAFFIC
WHENEVER THE CONTRACTOR MUST
INTERRUPT TRAFFIC FLOW TO ACCESS THE
WORK SITE WITH MATERIALS OR EQUIPMENT.
• SIGN SIZE PER MUTCD.
❑o� CONE OR CHANNELIZING DEVICE
VICINITY MAP
N. T. S.
SITE INFORMATION:
PARCEL NUMBER:
27032500302600
SITE ADDRESS.-
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING.
RM-2.4
MAXIMUM BUILDING HEIGHT
25'
SETBACKS
FRONT 15'
SIDE: 10'
REAR: 15,
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLO, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE. (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE. (425) 334-9980
EMAIL: donnabreske0comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLUTIONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE. (425) 449-4711
�y
V
TRAFFIC CONTROL SHALL
COMPLY WITH MUTCD
BLD2019-0026
RESUB
Dec 09 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET INDEX
1. PARADISE LANE
2 EDMONDS WAY
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
`y/ 3/12/2021
CITY ENGINEERING DIVISION
r\
• / r/
` h<_
Rp0°O5F �� B
L=177.46'
9=8 55.94' i FE�UN/T
PIP
jA C. RING N 40 32'06" W 6-
CORD 1 3'
\ ROAD WORK
`1
i I
/ I
/ I
/ I
<� I
/ I
\ SS ss
72�pp o rn
-------------15'BSBL-------- - k w A
------------- 1�
OX
j X 18 Lo
S WORK AREA
a
i
�I ❑o°
7RUCK WITH
FLASHING
BEACON
a
CONE OR
\ CHANNELIZING
DRUM
❑o°
yA°s.
WHITE REFLECTIVE
TAPE (TYP)
\ gL
o o cG�
z e
rn
S N O 6�. \
C) U I
.--00 00 Z i1
04 ❑O�
ORANGE
(TYP)
CONE /
N 88142100" W 657.35'
WHITE REFLECTIVE
TAPE (TYP)
2
(Np�G� �
CHANNELIZING DRUM
N 8842100" W 140.
36"
ti
FND 1 2- REBAR
W CAP LS 21364
N 0.43' & E 0.13'
OF CALL CORNER
UTILITY CONFLICT NOTE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCARON, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
FIELD ADJUST POSITION TO
PROVIDE ADEQUATE SIGN
SPACING.
W9-2L
�oCq�
0,1, oFF�
syp�
Know what's below.
Call 811 two business days
before you dig.
HOURS OF WORK:
MONDAY — FRIDAY
6AM TO 6PM
*MAY BE ADJUSTED TO
ACCOMMODATE ANTICIPATED
TRAFFIC AND CONTRACTORS
SCHEDULE.
FIELD ADJUST POSITION TO
PROVIDE ADEQUATE SIGN
ROAD SPACING.
ISTRUCiION
AHEAD
(W20-1)
Z
W
a
TABLE A
SPEED
(MPH)
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(FT)
OFFSET WIDTH
10'
12'
25
105
125
25
30
150
180
30
35
205
245
35
40
270
320
40
45
450
540
45
NOTE:
1 DISTANCE BETWEEN SIGNS SHALL BE 100'
FOR RESIDENTIAL STREETS (25 MPH), AND
200' FOR ARTERIAL ROADWAYS
LEGEND:
*FLASHING BEACON SHALL BE INSTALLED AT
EACH SIGN FOR NIGHT—TIME USE.
e DISTANCES MAY VARY AS APPROVED BY THE
ENGINEER.
e FLAGGERS REQUIRED TO CONTROL TRAFFIC
WHENEVER THE CONTRACTOR MUST
INTERRUPT TRAFFIC FLOW TO ACCESS THE
WORK SITE WITH MATERIALS OR EQUIPMENT.
o SIGN SIZE PER MUTCD.
Eo CONE OR CHANNELIZING DEVICE
S
�N
vy
ELM ST
<<O/p ELM
'PFF� PL
o �
� Q
o �
z
N O)
SITE a BIRCH ST
13TH
RD
VICINITY MAP
N. T. S.
SITE INFORMATION:
,y
ST SW
PARCEL NUMBER:
27032500302600
SITE ADDRESS:
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING.
RM-2.4
MAXIMUM BUILDING HEIGHT
25'
SETBACKS
FRONT. 15,
SIDE: 10'
REAR: 15,
PROJECT CONTACT LIST:
OWNER:
PARADISE HEIGHTS HLD, LLC
190 W DA YTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE: (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE. (425) 334-9980
EMAIL: donnabreske0comcast.net
GEOTECHNICAL ENGINEER:
EARTH SOLUTIONS NW, LLC
1805 1367H PL NE, SUITE 201
BELLEVUE, WA 98005
PHONE- (425) 449-4711
Fp
°tea y
220774 ST SW
�`
V
a!
PARADISE
�,
LN
ZEE
SI TE• 546
EXI T 177
z
PARADISE LN
2287H ST SW
2287H ST SW
P
0
o
o
r
QPV
a
coi'
�
ZE
^�
<
2367H ST SW
I\ EDMOq/pS WqY
\ NE 205TH ST
HAUL ROU TE
EDMONDS WAY TRAFFIC CONTROL
PLAN NOT APPROVED.
NEED APPROVED PLAN FROM WSDOT
AND CITY TRANSPORTATION ENGINEER
DONNA BRESKE & ASSOCIATES, LLC
LAND USE PLANNING & CIVIL ENGINEERING
21 AVE A, SUITE 4
SNOHOMISH, WA 98290
PHONE 360-294-8941
www.DONNABRESKE.com
RESUB
Dec 09 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2019-0026
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
TRAFFIC CONTROL PLAN (EDMONDS WAY)
FOR
PARADISE HEIGHTS
TAX PARCEL: 27032500302600 ORIGINAL ISSUE DATE: I 1-13-18
DRAFTED BY. JVHITE, EIT SCALE: 1 " = 20' SHEET: 2 of 2
SPECIAL INSPECTIONS by 1
■
DRAINAGE FILL . GEOTECH ARE REQUIRED !
RUSHED ROCK ! FOR: 1
ONE) 1 SOILS, including Block Wall
construction and Drainage '
1
1
'C
D STONE
PAD
MRW MODULAR CONCRETE RETAINING WALL
N.T.S. MCRW
275
274
273-
272 ® — — —
270 — FILL SOIL LEVEL — — RETAINING WALL TOP -
269 ® — — —
268
267 ® FINISHED GRADE — — —
266—
/
265 S
264
263 CRUSHED STONE LEVELING PAD261
260
�
i'3.2 /
1 SITE RETAINING WALL 1 NORTH PROFILE ;2
� s
1/8" _ 1_0��
/ I
275
9
I I
II � II
274
273
272
271II
270 FILL SOIL LEVEL — — — — — — — — I TO
268 ®p kRETAININGLOP —26
267
266 Q FINISHED GRADE 1
264 6? —
7
263 J
— `
263 6? MR CRUSHED STONE LEVELING PAD
261 ® —
260 — — — — — — — — — — — — — —
SITE RETAINING WALL 2 - WEST PROFILE
270 — — — —
269 Q FILL SOIL LEVEL
268
267 Q
266
265 — — —
264 6
263
262
261
260 — — — —
259
258 Q
257
256 Q
255 — — — —
RETAINING WALL TOP
FINISHED GRADE
CRUSHED STONE LEVELING
SITE RETAINING WALL 3 - NORTH-EAST PROFILE
1/8" = V-0"
.,
! See also sheet 4/8
L.._._._._.♦._._._._._
.13
TOP-266
\TOE=262.5 /
� N
\ \ 264
L=177.46' TOP= 6
R=835.94' TOE=26
C. BEARING N 40*J2'06" W\
CORD 177.13' \ ��
\ 2
TOP=266\
TOE=264.6
SITE PLAN
NTS
GENERAL STRUCTURAL NOTES
CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
other codes required by the governing jurisdiction.
PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve
the integrity of the structure throughout it's lifetime.
INSPECTIONS Notify Building Department for inspections required by local jurisdiction.
SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed
level soil devoid of any organic material and below indicated frost line.
COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and
debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent
of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures.
BACICFILL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
FOOTIM DRAINAGE Footing drainage per IBC section 1805.4.2 & IRC section R405.1.
MODULAR CONCRETE RETAE04G WALL Use the following modular block units and install per manufacturer's
recommendation:
Keystone Standard III 18" Block Units
]OBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSMP OF DOCUMENTS These drawings and calculations are the intillectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
DESIGN CRITERIA
Governing Code 15 IBC Risk Category E
Soil Data
ISeismic Surcharge 6
Passive Eart
H
Company: Earth Solutions NW LLC IReport #: ES-5839 I Date: 3/5/18
RETAINING WALL
c ; 0 3'-4' HIGH
WW
g a
0 0�
0
0
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire ■ BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Active Soil Pressure
RETAINING WALL
c ; 0 3'-4' HIGH
WW
g a
0 0�
0
0
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire ■ BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Active Soil Pressure
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire ■ BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Active Soil Pressure
35
Allowable Soil Bearing
2500
psf
■ Page 12 of 13 !
'40
MyBuildingPermit.com
o service of e( it yGov. net
CONSTRUCTION TIP SHEET 13
Accessible Ramps and Landings
Jv1V 1. 2016
This Tip Sheet reflects code requirements of the 2015 International Building Code (IBC)
and ICC Al 17.1-2009 with Washington State Amendments
12• min.
tNm
•o
M
Ramps
Handrail
12" min
—Edge Protection
r Landing
i
K
1
f �
Accessible Ramps and Landings
Guards
• Provide guards for portions of landings or ramps that are more than 30" above adjacent grade.
• Guards must be a minimum of 42- in height measured vertically from the surface of the ramp.
60" min
�g
m
v c
E E
" rnrn (,ntenor)
44" min (extenor)
60" min It
c
E
s
" min (intenor)
44' min (exterior)
Landings
Slope: Ramps shall have a maximum slope of I :12.
• Rise: The maximum nse for any ramp run is 30". . Surface: Ramp surfaces shall be stable. firm and slip resistant
Width: Ramps shall not be less than the required egress width, in no cpse shall the ramp width be less . Drainage: Exposed exterior ramps and their approaches shall be constructed to prevent the
than 36" for interior ramps or 44" for exterior ramps. measured between handrails or other projections. accumulation of water on walking surfaces.
Surface: Ramp surfaces shall be stable. firm. and slip resistant. • Intermediate Landing: Ramps within the accessible route of travel shall have landings at the top and
Drainage: Exposed exterior ramps and their approaches shall be constructed to prevent the bottom, points of tuming, entrance. exits, and doors and at least one intermediate landing for each 30" of
accumulation of water on walking surfaces nse with a mininmum dimension of 60" in the direction of the ramp run.
Cross slope: Ramp cross slopes shall not be steeper than 1 48 • Turning Space: Ramps that change direction at landings shall have:
• Headroom: Headroom shall not be less than 80 : Landings sized to provide a circular 60" turning space (60" x 60"). or
: A T-shaped intersection 60- long by 36" wide (interior) or 44" (exterior).
Handrails • Width: The minimum width of the landing shall be as wide as the widest ramp leading to the landing
• Cross slope: Landings shall not slope more than 1.48.
• Ramps having slopes steeper than 1:20 require handrails. • Doors: Maneuvering clearances for doors may overlap the landing area where doorways are adjacent to
• Ramps with a rise greater than 6" require handrails the ramp
• Handrails must be 34- - 38- in height measured above the walking surface.
• Handrails must extend at least 12" beyond the top and bottom of any ramp run. Edge Protection
• Handrails must be continuous except at points of access along the ramp
GENERAL INFORMATION:
• The intent of this Tip Sheet is to provide a general u-Jerstar.-ing of the ,cnts and does
not address the subject in great det ad .
• Addtiond information can be obtained from your local participating jurisdiction
Handrails and Edge
1 Protection required on .
■ both sides of ramp 1
• Where required: Edge protection is required on each side of ramp runs and at each side of ramp
landings
Exceptions
Edge protection is not required on ramps that are not required to have handrails, provided they
have flared sides complying with ICC A 117 1-2009. Section 406.3.
• The intent of this Tip Sheet ts to provick- a mineral understar,,xng of the code regOr+ernents ar.a noes
not address the subject in great detail.
• Additiond inforration can be obtained from your local partiapating jurisdiction
Page 2 of 3
Accessible Ramps and Landings
Edge protection is not required on sides of ramp serving an adjacent ramp run or stairway.
Edge protection is not required on sides of ramp landings having a vertical drop-off of not more than
'/." within 10- horizontally of the minimum landing area
Edge protection shall not be required on the sides of ramped aisles ,where the ramps provide access
to the adjacent seats and aisle access ways.
• Forms of edge protection:
An extended floor surface Extend the floor surface of the ramp run or ramp landing a minimum of
12" beyond the inside face of a railing
A curb: Create a curb that is a minimum height of 4"
A barrier Construct a barrier to prevent the passage of a 4- diameter sphere where any portion of
the sphere is within 4" of the floor
Extended floor surface
The intent of this Tip Sheet is to provide a general understanding of the code requiirements and does
s • �� not address the subject in great detai .
• Additiond information can be obtained from your lord participating jurisdiction
Page 3 of 3
■ Page 13 of 13 �