PLAN
NORTH
INFORMATION TABLE
1. 2.
3. 4.
5. 6.
7. 8.
9. 10
ITEM
LOT SIZE
LOT WIDTH
PROJECT DENSITY
TOTAL BUILDING AREA AND FLOOR-TO-AREA-RATIOS
NUMBER OF BUILDING STORIES AND HEIGHTS
PERCENT LOT COVERAGE
PERCENT LANDSCAPE AREA
PERCENT COMMON AND PRIVATE OPEN SPACE
TOTAL IMPERVIOUS SURFACE AREA (NEW AND/OR REPLACED)
PARKING BY Ti/PE
RESPONSE
N/A
N/A
N/A
N/A
1 STORY CONTROL ROOM; <35 FT MAX HEIGHT
N/A
SEE LANDSCAPE PLAN
N/A
"1.75 ACRES
OFF STREET
T/TLE: RAVEN SR BIOENERGY PROJECT
ADDRESS: 1 PARR BLVD, RICHMOND, CA
APN 408-140-009-7
CONTACT:
RAVEN SR LLC
MATT MURDOCK CEO
PO BOX 1360, PINEDALE, WY 82941
GENERAL PLAN AND ZONING DESIGNATIONS
THE PROJECT SITE AND SURROUNDING AREA IS
LOCATED WITHIN THE "OPEN SPACE: GENERAL PLAN
LAND USE DESIGNATION AND "OPEN SPACE" ZONING
DISTRICT.
PRELIMINARY
NOT FOR
CONSTRUCTION
THIS DRAWING WAS PREPARED BY POWER
ENGINEERS, INC. FOR A SPECIFIC PROJECT,
I TAKING INTO CONSIDERATION THE SPECtFtC
I AND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
CONTAINED IN THIS DRAWING FORANY PURPOSE
IS PROHIBITED UNLESS WRITTEN PERMISSION
FROM BOTH POWER AND POWER'S CUENT IS
GRANTED.
RAV?N
REV
ISSUED FOR REVIEW
REVISIONS
09f1S/2022
DATE
TGC
DRN
TGC
DSGN CKD REFERENCE DRAWINGS
DSGN
CKD
TGC
TGC
09/1B2022
AS-SHOWN
FOR 22x34 DWG ONLY
PROJECT:
.POWER
'ENGINEERS
2041 South Cobalt Point Way, Meridian, ID 83642
(208)2B8-6464:COA:77?7?
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
CEQA TITLE SHEET
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-CEQA-4
•CITffCOUNTT
BOUNDARY LINE
-•-/ELEC
^>..
•cr*;&
<<
EXISTING
REPUBLIC
STORAGE
\. /?sv
KEYED NOTES" .:
^)FEED MATERIAL HANDLING EQUIPMENT, DRYER
2 >SR1 ROTARY PRIMARY REFORMER
Q HEAT RECOVERY STEAM GENERATOR (f1
</4)BAGHOUSE FILTRAT10N SYSTEM
</5) SR2 SECONDARY REFORMER
<6> ASH MANAGEMENT SYSTEM
(T/ HCN REACTOR, HEAT RECOVERY STEAM GENERATOR #2
(a) SYNGAS CONDITIONING - COOLER
(s)sYNGAS COMPRESSOR
; 10 >SYNSAS CONDITION - SULFUR REMOVAL
HTSLTS WGS REACTORS
^PRESSURE SWING ADSORPTION UNITS
((^HYDROGEN FILTERS - CARBON BEDS
@ HYDROGEN COMPRESSION SYSTEM
l(u) AMMONIA CHILLER SYSTEM
(w) TAIL GAS TANK
(w) WATER TREATMENT SYSTEM
<^7) STEAM AND CONDENSATE SYSTEM
^COOLING TOWER
<(l9>NrTROGEN SYSTEM
^20) PROFANE SUPPLY
<^2l) COMPRESSED AIR SYSTEM
^22) FLARE SYSTEM (LOCATION TBD)
<^a)HYDROGEN EXPORT PANEL
<24> CONTROL ROOM AND OPERATOR FACILIT/ (1500 SQ FT)
^)E-HOUSE(GOOSQFT)
; 26 > ABOVE GROUND FP WATER STORAGE
(30'DIAX32'TALL)
<^FIRE PUMP HOUSE
: 29 > POWER GENERATION BUILDING
^30) IN FEED HOPPER
<31) FEED STOCK STORAGE COVERED STRUCTURE (3500 SQ FT)
<32) FEED STOCK TRAILER
@) HYDROGEN TRAILER
(^COVERED LIMESTONE STORAGE (480 SQ FT)
: 35 > CONCRETE PAD (1700 SQ FT)
PRELIMINARY
NOT FOR
CONSTRUCTION
LS PREPARED BY POWER
ENGINEERS, (MC, FORA SPECIFIC PROJECT.
FAKING 1WTO CONSIDERATION THE SPECIFIC
AND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
;ONTAINED [N THIS DRAWING FOR ANY PURPOSE
; PROHIBrTED UNLESS WRITTEN PERMiSSION
FROM BOTH POWER AND POWER'S CLIEKT IS
GRANTED.
RAVfN STELLAR J
c
B
A
REV
ISSUED FOR REVIEW
ISSUED FOR 30% REVIEW
ISSUED FOR REVIEW
INITIAL ISSUE
REVISIONS
07/19/2022
03/17/2022
03/02/2022
07/07/2021
DATE
JAS
TGC
HJE
WRL
WRL
WRLJKA
JKA
CKD
SKA
SKA
APPDREFERENCE DRAWINGS
DSGN
DRN
CKD
WRL
HJE
JKA
07/08/21
07/08(21
07/09/21
SCALE: NTS
FOR 22x34 DWG ONLY
PROJECT:174550
^POWER
^ENGINEERS
2041 South Cobalt Point Way, Meridian, ID B3642
(20a)2?W84:COA:???7?
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
BASE CASE
CEQA PLOT PLAN
LOCATION
RCHCA
REV
A
DRAWING NUMBER
il-00-GA-CEQA-'
GENERAL LAYOUT
PRBJWARY
NOT FOR
CONSTRUCTION
DRAWING WAS PREPARED BY POWER
ENGINEERS, INC. FOR A SPECIFIC PROJECT,
FAKING INTO CONSIDERATION THE SPECIFIC
AND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
CONTAINED !N THIS DRAWING FORANY PURPOSE
IS PROHIBITED UNLESS WRITTEN PERMISSION
FROM BOTH POWER AND POWER'S CUENT IS
GRANTED.
RAVrN
REV
ISSUE FOR PERMITTING 07/22/2022
DATE
TGC
DRN
TGC
DSGN
HS
CKD REFERENCE DRAWINGS
DSGN
DRN
CKD
TGC
TGC
HS
07/22/2022
07/22/2022
07/22/2022
SCALE: NTS
FOR 22x34 DWG ONLY
PROJECT: 174550
.POWER
^ENGINEERS
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
GENERAL LAYOUT
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-GA-002
FEED MATERIAL
HANDLINGWATER TANKS L COOLING TOWERS•HYDROGEN TRUCK
LOADING
ELEVATION LOOKING SOUTH 1 OF 2
PRBJ^NARY
NOT FOR
CONSTOUCnON
/ING WAS PREPARED BY POWER
ENGINEERS, INC. FORASPECIFIC PROJECT.
FAKING mo CONSIDERATION THE SPECIFIC
HD UNIQUE REQUIREMENTS OF THE PROJECT.
IREUSE OF THIS DRAWING OR AMV INFORMATION
;ONTAINED IN THIS DRAWING FORANY PURPOSE
PROHIBITED UNLESS WRITTEN PERMISSION
[FROM BOTH POWER AND POWER'S CUENT IS
I GRAFTED.
RAVfN
REV
ISSUE FOR PERMITTINGTGCTGCHS
REFERENCE DRAWINGS
CKD
"TGC"
TGC
HS
07/22/2022
07/22/2022
SCALE:
PRCUECTT
.POWER
'ENGINEERS
2041 South Coball Point Way, Meridian, ID 83642
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. LOCATION
GENERAL ARRANGEMENT
LOCATION
RCHCA
REV
A'
DRAWING NUMBER
1-00-GA-003
FIRE WATER TANK
AND PUMP SYSTEM
FEED MATERIAL ^-FLARE
HANDLING
ELEVATION LOOKING SOUTH 2 OF 2
PfBAWAHY
NOTTOR
CONSTRUCTION
Q IENGINEERS, INC. FOR A SPECIFIC PROJECT,
TAKING INTO CONSIDERATION THE SPECiFlC
AND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
CONTAINED IN THIS DRAWING FOR ANY PURPOSE
iOHIBITED UNLESS WRITTEN PERMISSION
FROM BOTH POWER AND POWER'S CUENT iS
GRAm'ED.
RAVfN
REV
ISSUE FOR PERMITTING
REVISIONS
07(22/2022
DATE
TGC
DRN
TGC
DSGN
HS
APPD REFERENCE DRAWINGS
DSGN^
DRN
TGC
TGC
07/22/2022
SCALE: NTS
FOR 22x34 DWG ONLY
e^. POWER
ENGINEERS
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
ELEVATION LOOKING SOUTH 2 OF 2
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-GA-004
ELEVATION LOOKING WEST
PRBAWARY
NOT FOR
CONSTRUCTION
ENGINEERS. INC. FORASPECIFIC PROJECT,
FAKING INTO CONSIDERATION THE SPECIFIC
AND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
;ONTAINED IN THIS DRAWING FORANY PURPOSE
!S PROHIBITCD UNLESS WRIHEN PERMISSION
TOM BOTH POWER AND POWER'S CUENTI
GRANTED.
RAVfN
REV
ISSUE FOR PERMITTING
REVISIONS
07/22/2022
DATE
TGC
DRN
HS
APPDREFERENCE DRAWINGS
CKD
TGC"
TGC
W12WW2
07/22/2022
SCALE:NTS
FOR 22x34 DWG ONLY
PROJECT:774550
^
3LPOWERENGINEERS
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
ELEVATION LOOKING WEST
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-GA-005
!.^_j-^tl-^tM-t-ltltn4tti+h lllln I ill I III III
•HYDROGEN TRUCK
LOADING
FEED UNLOAD?
STORAGE
•FEED MATERIAL
HANDLING
ELEVATION LOOKING NORTH 1 OF 2
PRBJWARY
NOTR3R
CONSTRUCTION
WING WAS PREPARED BY POWER
ENGINEERS, INC. FORASPECIFIC PROJECT,
TAKING INTO CONSIDERATION THE SPECIFIC
AND UNIQUE REQUIREMENTS OF THE PROJECT,
tEUSE OF THIS DRAWING ORANY iNFORMATON
:ONTAINEO IN THIS DRAWING FORANY PURPOSE
!S PROHIBITED UNLESS WRITTEN PERMISSION
:ROM BOTH POWER AND POWER'S CUENT IS
GRAWED.
RAVfN
ISSUE FOR PERMITTING 07/22/2022
DATE
TGC
DRN
TGC
DSGN
HS
CKD
HS
APPD REFERENCE DRAWINGS
CKD
TGC
TGC
FOR 22x34 DWG ONLY
PROJECT:
.POWER
ENGINEERS
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
ELEVATION LOOKING NORTH 1 OF 2
LOCATION
RCHCA Al
DRAWING NUMBER
1-00-GA-006
^-5
FEED UNLOADING/
STORAGE
•FEED MATERIAL HANDLING-POWER GENERATION BUILDINGFIREWATERTANKAND
PUMP SYSTEM
ELEVATION LOOKING NORTH 2 OF 2
PRBAWARY
NOT FOR
CONSTRUCTION
ENGINEERS, INC. FORASPECIFIC PROJECT,
fAKING INTO CONSIDERATION THE SPECIFIC
AND UNIQUE REQUIREMENTS OF THE PROJECT.
tEUSE OF THIS DRAWING OR ANY INFORMATION
;ONTAINED iN THIS DRAWINC FOR ANY PURPOSE
IS PROHIBITED UNLESS WRITTEN PERMISSION
'-ROM BOTH POWER AND POWER'S CUENT 15
SRAWED.
RAVfN
ISSUE FOR PERMITTING
REVISIONS
07/22/2022
DATE
TGC
REFERENCE DRAWINGS
DSGN
DRN
CKD
TGC
TGC
HS
"07/22/2022
07/22/2022
SCALE:
PROJECT:"174550^
e^POWER
ENGINEERS
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
ELEVATION LOOKING NORTH 2 OF 2
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-GA-007
•NITROGEN TANK FEED UNLOAD/
STORAGE
. ELECTRICAL (E) HOUSE LIMESTONE SILO HYDROGEN TRUCK
LOADING
ELEVATION LOOKING WEST
Pf&MNARY
NOTR3R
CON8TOUC710N
I THIS DRAWING WAS PREPARED BY POWER
I ENGINEERS, INC. FORASPECtRC PROJECT,
ITAKJNG INTO CONSIDERATION THE SPECIFIC
|AND UNIQUE REQUIREMENTS OF THE PROJECT.
I REUSE OF THIS DRAWING OR ANY WORMATtON
I CONTAINED IN THIS DRAWING FORANY PURPOSE
IS PROHIBITED UNLESS WRITTEN PERMISSION
I FROM BOTH POWER ANO POWER'S CUENT IS
I GRANTED.
RAVfN
REV
ISSUE FOR PERMITTING
REVISIONS
07/22/2022 TGC
REFERENCE DRAWINGS
TGC 07/22/2022
SCALE: NTS
FOR 22x34 DWG ONLY
LfOWER^Sv EHGIHEERS
POWER ENGINEERS INC.
STELLAR J; RAVEN ONE PROJECT
RICHMOND CA. PLANT
ELEVATION LOOKING EAST
LUUAIIUN
RCHCA Al
DRAWING NUMBER
1-00-GA-008
Lane 3
Lane 2 Lane 1
Trailer Valve Panel
Trailer Valve Panel
Island
Module Island
Module
Trailer Valve Panel
Export
Panel
Main
Module
A
A ISSU
ED FOR REVIEW 08/12/22 BRG APG BHR BHR
PRELIMINARY
FOR PERMITTING
PURPOSES
25.00' - 30.00' (SEE PLAN)
POLE MOUNTED LED LIGHT
MOUNTING HEIGHT: 30'
(TYP)
GENERAL NOTES
DO NOT SCALE THE DRAWiNGS.
CONTRACTOR SHALL VISIT THE S!TE PRIOR TO
BIDDING TO DETERMINE THE EXTENT OF THE WORK
TO BE PERFORMED.
ALL WORK SHALL CONFORM WITH RAVEN ONE
SPECIFICATIONS. STANDARDS AND GOOD
MANUFACTURING PRACTICES (GMPS).
ALL WORK SHALL CONFORM TO ALL OSHA, FEDERAL,
STATE AND LOCAL CODES,
KEYED NOTES
POLE MOUNTED FIXTURES SHALL BE INSTALLED
WITH DOWN-SHOT REFLECTORS TO UMiT LIGHT
POLUTION. CONTRACTORS TO CONFIRM
INSTALLATION OF DOWN-SHOT REFLECTOR PRIOR
TO ORDERING LIGHTING FIXTURES.
LUMINAIRE SCHEDULE
MANUFACTURER
NAME | CATALOG NUMBER
LITHONIA | RSX2LEDP630KAFRMVOLTRPA
VOLT
208
MOUNTING
POLE MOUNTED
LAMP TYPE
LED
REMARKS
PRBAWARY
NOTTOR
CONSTRUCTION
NGiNEERS, INC. FOR A SPECIFIC PROJECT.
WNG INTO CONSIDERATION THE SPECIFIC
I AND UNIQUE REQUIREMENTS OF THE PROJECT.
tEUSE OFTtilS DRAWING OR ANY !NFORMAT10N
;ONTAIN60 IN THIS DRAWING FOR ANY PURPOSE
; PROHIGiTED UNLESS WRtFr^N PERMISSION
iOMBOTM POWER AND POWER'S CUENT IS
3 RANTED.
RAVfN
REV
PRELIMINARY DESIGN
REVISIONS
07/08/2022
DATEDSGNCKDREFERENCE DRAWINGS
DSGN
CKDKSA
SCALE:1/16" =r-o"
PROJECT:
L?PWH?^ENGINEERS
2041 South Cobail Point Way. Meridian, ID 33642
POWER ENGINEERS INC.
STELLAR J/RAVEN SR
BASE CASE
SITE LIGHTING PLAN
LOCATION
BFMAl
DRAWING NUMBER
EL-01
OVERHEAD
POWER LINES
PLANT
BOUNDARY
FRESH WATER
SUPPLY
yi/OQ EXISTING
REPUBLIC
STORAGE
I \
/ /
/ / GRAVEL \- BOUNDAR<AT FENCE
/ I FORASPHACl
/ /
TANK ) / 0
SANITARY
SEWER
FAN K) /
,/-'
PRELIMINARY
NOT FOR
CONSTRUCTION
ENGINEERS, INC. FORASPECtFIC PROJECT.
(]NQ INTO CONSIDERATION THE SPECIFIC
,ND UNIQUE REQUIREMENTS OF THE PROJECT.
REUSE OF THIS DRAWING OR ANY INFORMATION
3NTAINED IN THIS DRAWING FORANY PURPOSE
. PROHIBITED UNLESS WRIHEN PERMISSION
:ROM BOTH POWER AND POWER'S CUENT IS
3RAMTED.
RAVfN
REV REVISIONS
09f2(V2021
DATE APPD REFERENCE DRAWINGS
DRN
CKD
07/08/21
07/09/21
SCALE: NTS
PROJECT:
.POWER
'ENGINEERS
2041 South Coball Point Way, Meridian, ID B3642
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
CEQA PRELIMINARY
UTILIT/ PLAN
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-GA-CEQA-3]
C O A S T L I V E O A K , 4 0 f t .
Q u e r c u s a g r i f o l i a
C A L I F O R N I A B U C K E Y E , 2 0 f t .
A e s c u l u s c a l i f o r n i c a
P I N K D A WN C H I T A L P A , 1 5 f t .
C h i t a l p a x t a s h k e n t e n s i s ‘ P i n k D a w n ’ T O Y O N , 1 2 f t .
H e t e r o m e l e s a r b u t i f o l i a
D W A R F C O Y O T E B U S H , 6 f t .
B a c c h a r i s p i l u l a r i s
R O G E R ’ S R E D WI L D G R A P E , 6 f t .
V i t i s x c a l i f o r n i c a ‘ R o g e r ’ s R e d ’ J U L I A P H E L P S C A L I F O R N I A L I L A C , 8 f t .
C e a n o t h u s ‘ J u l i a P h e l p s ’
J U N E G R A S S , 3 f t .
K o e l e r i a m a c r a n t h a
Figure 1
^ f^^.^9 n
r^i^•^ \. \^w
^NStefe^^.Ps^s®;£^-->
""'"•";.^'/'-i-- '•^:. ..^•^ ~^s
GENERAL LAYOUT
PRBJMINARY
NOTTOR
CONSTRUCTION
I THIS DRAWING WAS PREPARED BY POWER
I ENGINEERS, MC. FORA SPECIRC PRCUECT,
I TAKING INTO CONSIDERATTON TOE SPECIFIC
I AND UNIQUE REQUIREMBfTS OF THE PROJECT.
[ REUSE OF TMIS DRAWING OR ANY INFORMATION
I CONTAINED IN THIS DRAWING FOR ANY PURPOSE
I IS PROHIBHED UNLESS WRTTTEN PEftMtSSION
I FROM BOTH POWERAND POWER'S CUENT IS
IGRWTED.
RAVfN STELLAR J
REV
ISSUE FOR PERMITTING
REVISIONS
07/22/2022
DATE
TGC
DRN
TGC
DSGN
HS
CKD
HS
APPDREFERENCE DRAWINGS
DSGN
DRN
CKD
TGC
TGC
HS
07/22/2022
07/22/2022
SCALE;NTS
FOR 22x34 DWG ONLY
PROJECT:174550
^
POWER
ENGINEERS
2041 South Cobalt Point Way, Meridian, ID 835+2
(208}2BM464:COA:???7?
POWER ENGINEERS INC.
STELLAR J / RAVEN ONE PROJECT
RICHMOND CA. PLANT
GENERAL LAYOUT COLOR SCHEME
LOCATION
RCHCAAl
DRAWING NUMBER
1-00-GA-009
}S^W-:W^'-
a8 fS' -y ,-'' ./'''.^•^----'' "^
^.Np-T&^j^^/'^"-y^' ^
u ,/•
.-.—-23-,
^' , 20.7 t
SCATTERED BRUSH
•'/ /
m:
'"/;'•'
DMA 1
1.19 AC
DRAINS TO SUMP PUMP
(TO BE CONNECTED TO;;
EXISTING STORMWATERt
SYSTEM)
j??J
^-^^^.-^-~--"
M \ \.t /
&\yLr
.''/'
!\Xld
~?^>F^U<RF.I^j
:y/i
iS-'tj /\
HNPERVIOUS AREA: 0.87 ACRES)
|IMPERVIOUS-AREA: 1.10 ACRES)
'IW
Yfffl,^7-'^
SCAHERED-BRUSH l.<-
.,-——12-—'
.^
!->"<%T - // /
^,A^r I/ /&
F/' ^M-
^(!SW///AWV/y'/M
// / /', / /-'/
'//y ^ // ;
//7 / /
//h 7
'^ %??
M-
^?S$^
'^- ..•<;7 •'- .s^'
F%y -^"
J»
My^w-ym^^yw/w^
L^xy,/
^^//^ /'' /MWW//M l/i
^""^ /' /iSiW'7./w^-'7//' /-•""^Gy'MiW/W \M// .
"(/Mwy// IJ/,w -<<y /x5'5
-y?y//iM0/
\/w/////////.//// /
^RUSH/ /,////// .' /.// '
Wf) / ////W/ / /7/ '
\-
2 -/S'/'^' jj'/'w.yy^'
IWiW/-
MM!//?/// /^//MV /;/ ,/ WF^T no lit
STORM DRAINAGE KEYNOTES
PRELIMINARY STORMWATER
CONTROL PLAN EXHIBFT
N: 2180292.77
E: 6019006.79
FLARED END SECTION
FLOWLINE IN (E): = 9.00'
•P 2180282.98
E: 6019006.79
4'X4'AREAINLET
TOP EL =18.00'
<D):21; 2180260.08 TC2180247.98 '^2180253.83 W2180246.60 ^2180241.46 E: 6018995.83 E:6018892.27 E:6018884.88 E:6018823.07 E:6018779.11 4'X4'AREAINLET 4'X 4'AREA INLET 45 DEGREE BEND 4' X4'AREA INLET 45 DEGREE BEND TOP EL =14.00' TOP EL =13.50' FLOWLINE IN (SE) = 10.47' TOP EL =14.00' FLOWLINE IN (E) = 10.14' ^5RLF11o2."SDIA PERF(:)RATED CHDPE PIPE ^m,WL^E o,w <E),: l5;00^, FLOWLINE IN (NE) =11.00' FLOWLINE OUT (NW) = 10.47' F[6wLINE OU'f(W) =To.47' FLOWLINE IN-(E) = 10.14' FLOWLINE OUT (SW) = 10.14' FLOWLINE OUT (W) =11.00' 9 LF 12" DIA PERFORATED CHDPE PIPE 62 LF 12" DIA PERFORATED CHDPE PIPE FLOWLINE OUT (W) = 10.14' 18 LF 12" DIA PERFORATED CHDPE PIPE 25 LF 12" DIA PERFORATED CHDPE PIPE FLOWLINE IN (E) = 10.47' 44 LF 12" DIA PERFORATED CHDPE PIPE 104 LF 12" DIA PERFORATED CHDPE PIPE
GRADING AND DRAINAGE KEYNOTES
1 ) INSTALL TOTAL OF 10 CY OF 8" MEAN DIA RIPRAP 20" DEEP, SEE PLAN FOR DIMENSIONS. SEE SITE DETAILS ON DRAWING
1-100C1-500.
2 ) INSTALL STATION ROCK SURFACE. SEE SITE DETAILS ON
DRAWING 1-100-C1-500.
.3^1 RELOCATE EXISTING PUMP. TIE INTO EXISTING PRESSURE PIPE. (4) REMOVE MOUND
rS~) PROTECT EXISTING RISER.
GRADING NOTES
1. ALL CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF CONTRA COSTA COUNTY LATEST EDITION.
2. PROVIDE POSITIVE SLOPE DRAINAGE AWAY FROM ALL SITE STRUCTURES AND
FOUNDATIONS, CONTRACTOR IS RESPONSIBLE TO GRADE PROJECT TO MAINTAIN DRAINAGE. NO WATER SHALL POND.
3. CONTRACTORS SHALL SET CONSTRUCTION STAKING TO VERIFY PROJECT EXTENTS IF PROPERTi' CORNERS HAVE NOT BEEN ESTABLISHED.
4. SITE GRADES SHOWN OUTSIDE OF STATION ROCK AREA ARE FINISH GRADES.
CONTRACTOR SHALL GRADE TO DRAIN.
5. ALL STORM SEWER STRUCTURES INCLUDING CULVERTS, GRATES, FRAMES AND MANHOLES UTILIZED ON-SITE SHALL BE TRAFFIC RATED FOR AASHTO HS-20 LOADING.
6. PIPE LENGTHS EXCLUDE END SECTIONS AND ARE MEASURED ALONG CENTERLINE
OF PIPE FROM CENTER OF INSIDE FACE TO CENTER OF INSIDE FACE OF STRUCTURES.
7. EROSION CONTROL STRUCTURES SHALL BE CONSTRUCTED PRIOR TO GRADING ACTIVITIES. SEE 1-00-C1-300 EROSION CONTROL PIAN.
B. NORTHING AND EASTING COORDINATES FOR MANHOLES, AREA INLETS, FIELD INLETS, AND JUNCTION BOXES ARE MEASURED TO CENTER OF STRUCTURE.
9. NORTHING AND EASTING COORDINATES FOR FLARED END SECTIONS ARE MEASURED TO END OF PIPE AT PIPE CENTERLINE. FLOWLINE ELEVATIONS ARE MEASURED AT THE END OF THE FLARED END SECTION.
10. SLOPES SHALL BE MADE AT 3:1 MAXIMUM GRADE (H:V).
11. DRAINAGE CHANNELS SHALL BE MINIMUM 3' FLAT BOTTOM AND SHALL HAVE A4:1 SIDE SLOPE.
12. HORIZONTAL DATUM IS NAD83 CALIFORNIA STATE PLANES, ZONE III, US FOOT
ESTIMATED QUANTITIES NOTES
1. ALL ESTIMATED MATERIAL QUANTITIES ARE IN-PLACE
QUANTITIES AND DO NOT INDICATE ALL MATERIALS REQUIRED
TO COMPLETE CONSTRUCTION. ESTIMATED QUANTITIES DO NOT
REFLECT CUT OR FILL FACTORS AND DO NOT TAKE OTHER
ADJUSTMENTS INTO ACCOUNT. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND MATERIALS
AS INDICATED ON THE DRAWINGS.
2. REMOVE TOP 8" OF ORGANIC MATERIAL FROM 1.52 ACRES SITE = 1700CUYDS.
3. CUT=60CUYDS.
4. FILL = 350 CU YDS.
5. COVER PROPOSED FACILITY SITE SURFACE WITH 6" COMPACTED BASE MATERIAL = 170 CU YDS.
6. COVER PROPOSED FACILITi' WITH 4" OF SURFACE ROCK = 120 CU YDS.
7. INSTALL TENSAR INTERAX NX750 ON PREPARED SUBGRAGE OF
PROPOSED ROAD SURFACE PRIOR TO INSTALLATION OF
CRUSHED ROCK = 42,000 SF.
8. COVER PROPOSED ROAD SURFACE WITH 6" COMPACTED BASE
MATERIAL =1350 CUYDS.
LEGEND
37B — EXISTING CONTOUR
EXISTING CHAIN LINK FENCE
PROPOSED DRIVE CENTERLINE
-3BO— PROPOSED CONTOUR
•x— PROPOSED CHAIN LINK FENCE
PROPOSED SITE SURFACE
^2180227.23
E:6018767.8645 DEGREE BEND
FLARED END SECTION
FLOWLINE 9.83'
PROPOSED ROAD SURFACE
15 30
1"= 30'
JGINEERS, WC. FORASPECIFtC PROJECT,
WING INTO CONSIDERATION THE SPECIFIC
^D UNIQUE REQUIREMENTS OF THE PROJECT.
:LJSEOF THIS DRAWING OR ANY INFORMATION
ONTAiNED IN THIS DRAWING FOR ANY PURPOSE
i PROHBFTED UNLESS WRITTEN PERMISSION
WM BOTH POWER AND POWER'S CLIENT IS
RANTED.
RAV?N
ISSUED FOR REVIEW
REVISIONS
07-08-22 APG BHR
CKD
BHR
APPD REFERENCE DRAWINGS
DSGN
07/08/22
SCALE: AS NOTED
PROJECT: 174550
.POWER
'ENGINEERS
2041 South Cobalt Point Way, Meridian, [D 83642
POWER ENGINEERS INC.
STELLAR J/RAVEN SR
PRELIMINARY STORMWATER
CONTROL PLAN EXHIBFT
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-C1-100
LOT 22
RICHMOND OTY LIMITS
CITY OF IBICHMOND \
nm-se'frv
CITY OF RICHMOND
RICHMOND QT(r UMITS
UNINCORPORATED AREA OF
CONTRA COSTA COUNH
LANOS OF
WEST COUNTf LANDFILL, U.C.
AFH; WS-Htl-013-9
AREA SHOWN AS
PARCEL 1262A ON ffil)
UNINCORPORATED ]AREA OF
CONTRA COSTA COUNTY
\Y
_\
EXC. 6, ROADWAY * UTaiTiES ESUT
PARCEL WE, 1158 QA 205
\'&
SC'SS'STE
PARCEL SEVEN (PTS)
'ARCEL XI262.1B
WhD EASEHQfT
[THERE [S HO RECORD mroRMWTQN ^^
N25S'57"|P \'
312.02'
BASIS OF BEABINGS
THE BASS OF BEARINGS OF THiS SURVEY IS TAKEN BEfflEEN FOUND S1RECT MCNUUEHT AT THE INTERSECTION Of HTT5BURG AVENUE AND
RICHKOND PARKWAY AND THE FOUND STREET UONUUENT AT THE
IKTERSECHGN CF FRED JACKSON WAY (FQRUERLY 3RD STREET} AND PARK BOULEVAfiO AS StiOHW ON THAT CERTAIN UAP ENTIHID "SAN PABLO CREEK, PHASE 1. TOIRD ST. VEST TCI S? PA8LO BAT. RIGHT CF INAf BY
CONTRA COSTA COUNTY PUBUC WORKS DEPARTUEOT, UARHNEZ,
CAUFORMA, DRAHHNG NO. ED-723 THROUGfi ED-727, DATED FEBRUARY. 1984, TAKEN AS NORTH W03W EAST.
REFERENCES
(R1) •SAN PABLD CPEK, PHASE 1, THIRD ST. HEST TO SAN PABLO BAY. RIGHT OF WATf" BY CCNreA COSTA COUNTY PUBLIC WORKS DEPARTMENT, KARTDCZ, CAUFCRNIA, DRAWKG HO. ED-723 TtiROUSS ED-727, DATED FEBRUARY. 1984.
(R2) "SAN PABLO CREDt. PHASE 1, ffi!RD ST. VEST TO SAN PABLO BAY, RGHT OF WAV BY COK1RA COSTA COUKTT PiJBUC WRKS
DEPARTMENT. UAST1NEZ, CAUFCRNIA, DRAWNS NO. ED-727.1 TO ED-72a,1,:OA7ED JUNE, 1986,
(R3) RECOfiO Of SURVEY, HL£D APRIL 14, 1992 IN BOOK 100 OF LJCENSED SURVEWR'S MAPS, AT PAGE 37, IN THE CFFICE OF THE COUNTT RECORDER OF CONTRA COSTA COUNTY. STATE OF UUFOBNiA. (R4) RECORD OF SURREY, RS Na 3553, FU£D DECEMBER 12, 2012 IN BOOK 146 OF UCEKSEB SURVEYOR'S MAPS, AT PAGE 35, IN THE CFFICE CF THE COUNPf RECORDER OF CONTRA COSTA COUNTf, STATE OF CAUFDRNIA.
(R5) RECORD OF SURVEY FlLfB DECOIBER 24, 19S1 M SOOK S9 CF LICENSED SJRVEYOirs U?S. AT PAGE 33, W THE OFFICE OF THE CQUNTT RECORDER OF CONTRA COSTA COUNTT. STATE CF CAUFDRNtA. (R6) GRANT DEED RECORDED QECEMBER 29,1989 AS DOCSJMENT HUUBER 89-2632E5, OmQAL RECORDS OF CONTRA COSTA COUNTY, STATE OF CUffDRNIA.
(R7) GRANT DEED RECORDED FEBRUARY 11, 1992 AS DOCUMDIT
NUMBER 92-29460, OFFICIAL RECORDS OF CONTRA COSTA COUNTY,
STATE OF CMJFWNIA,
C SHOWN ON
PARCEL MAP BUT
THESE !S NO t£(3AL OESCRiFTON
°/<€. \^ ^/ '^ pwca. SEVEN (pm)
.PARCEL X12G2.1A-1
ACCESS ROAD EASEMENT
/': /
";*-><\ / /1/
RICHMOND CH-Y UM)T5
CITY OF RICHMOND
LANDS OF
WEST COUNTY IANDRH, LLC.
APN: 4(!a-140-0as-7
J X^/ psi %) '^
THERE IS NO LEGAL GESCRIPT10N
LANDS OF
WEST COLlHPr UHDfllL, LLC.
4t)8-HAPH: 4t)8-H
(SEE NOTE 2)
LANDS OF
WEST COUNTY WA51EWATER DISTRICT
AFK: +08-150-00+
UHDS OF
WEST COUNFf WASTEWATCR aSTRICT
APN: 408-150-008
LANDS CF
WEST CDUKn' WASTEWMER BS7H1CT
APN; 40a-l50-005UNINCORPORATED AREA OF
CONTRA COSTA COUNTY
RICHMOND CfTY UMITS
UNE
-^-
M.
M.
EUWG
535W5TE
swssr^,
Ts.^
'?fnl
'^^1
EXSTANCE
s.w
ir'SSniro-
5CL77
CITY OF RICHMONDaOWBMKf OF SUBJECT nKFERTT
RKHTCFfHYUC
IfflEiBORPnOPERIYUNE
UCfUOfTiUC
TEUNE
OLD LOT U?
asaon-uNE
® fWM SIBEET UONUCTT AS fflOD
CCTCklC) CanW COSTA COUNTY FLOCOCMTfiOL
I WATER CONSERVAHW BSIRET
.-..-..J..-.._
•I-'
EStfT
DOC.KO. DCCUUBfrHUBER
R/K ISBtT OF WY
CFRCUL RECORDS
f.ssnsf) REOBD vtsrwcE
(R!) REFEIBKE
EXC. TITLEEMZPnoN
CBHEfaNE
CUSIATH)
CRCBCTWE:
OBXJW DCTAHCE
UONWOfT TO MCIMCTT
SAROffORANDHDTRXIO
NOTES
BASED W WE CURRENT ASSESSOR'S PARCEL MAP, APN
W&-HO-01&-5 IS AU. LTfTNG WTHIN PARCEL ONE. THERE IS NO LEGAL DESCBPT10W FCfi APK 40B-HO-010-5.
2} BASED ON THE CURRENT ASSESSOR'S PARCEL UAP. fPH
<08-H(i-OOB-9 iS AUL LUNG mffl PASCEL CNE, PARCB TW,
ASD PARCB THtEE, THESE IS NO LEGAL DESCBPTON FOR APH
40a-t40-008-9.
DATE OF FIELD SURVEY
MARCH 9, APRIL 20, MAY 11 AND 25, 2022 AS TO THE
BOUNDARY AND TOPOGRAPNC SSTSf OF THE SUBJECT
PROPERTf.
SUEVEYOR'S STATEMENT
^
TOPOGRAPfflC & BOUNDARY SURVEY
OF
RAVM ONE
CITY OF RICHMOND, CONTRA COSTA COUNTT, CALIFORNIA
JULY 2022
PREPARES BY
LUK AND ASSOCIATES
CIVIL ENGINEER - LAND PLANNERS - LAND SURVEYORS
738 ALFRED NOBEL DRIVE
HERCULES, .CAUFORNIA 94547
(510) 724-33SS
..-..-..-..-..-//_. U./_i._
-IEGENB
BOUKDWr Of SUBJECT PBd>E«Tr
RIGHT OF WAY UH£
INTERIOR PROPERTC I^E
MONUMENT UNE
CITY UMFT UNE
EUHStHG WE
«*1E» BTCN U»E
SANFTARY SEWR UNE
STORM DRAIN UNE
MEPHOfffi UW
SWAL UNE
OTOHBU UNE
B£CTRfCUHE
STREET UGHT UNE
^ PAMENT ASPIUU CONraETE PAWUfflT
;as» ia™i?~
E^C ELECTRIC SC«
UT VAULT UT1UTC VAULT
cs CATCH BASIS
Fti PRE HWRANT
{... janr P(X£
a" euy WE ^
SDSP STORM DRAIN SUUP PUMP
SFP BACKFLOW PREV&i'TiK*
VECETATON/GROUND UNE
WALL
>AIER CUUE8T
PIPE
TOPOGRAPHIC & BOUNDARY SUEVEY
HAVEN ONE
an OF RICHMOND. CONTRA COSTA COUNTY, CAUFORNIA
TOLY ZOZZ" '"""'
HeRCUL£S._^AUFORNIA"945'47
71-
MATCHUMS SEE SBffiT 1
I
GRAPHIC SCALE
LEGEND
INTCSIOR PROPERTT UNE
MONUMENT UNE
CITY UMFT UNE
aUILDING ISiE
WATER DiTCH UNE
SANITARY SCTER UNE
STORM DRAIN UNE
THS'HONE UNE
SGMAL UNE
OVERHEAD LINEE1ECTOIC UNE
STREET UGHT UNE
AC PAVEMENT ASPHALT CONCRETE PAVEMENT
53MH SANITARY SEWER MANHOLE
UT BOX UTILITY 90X
EL£C ELECTRIC BOX
UT VAULT UT1UTT VAULT
CS CATCH aASN
FH FIRE HVDRANT
JP JOINT POLE
GUY SUY W!RE
SQSP STORM DRAIN SUMP PUMP
BFP BACKFLOW PRBdTER
VECCTA-nON/GROUND UNE
WATER CULVERT
PIPE
TOPOGRAPfflC & BOUNDARY SURVEY
BA™ ONE
an OF RICHMOND, CONTRA COSTA COUNTY, CAUFORNIA
JULY 2022
PREPARED SY
LUK AND ASSOCIATES
CIVIL ENGINEER - LAND PLANNERS - LAND SURVEYORS
738 ALFRED NOBEL DRIVE
HERCULES. .CAUFORNIA 94547
(51 d) 724-33SB
F: VfCGS\FIL£20ZZ\Z20GIA10\TOPOaORY-2ZOei Al 0
ft' / PROPERH
/ LINE
LEGEND
BENCHMARK
BM DEB480, BBNG A SUR?Y DISK LOCATED ABOUT 25 Ml {4.0 KU) NORTH OF RICHUONO JUD ABOUT 0.5 Ml (0.8 KM} NORffi OF SAN PABLQ ON THE PRQPERTT OF CONTRA COSTA COLLEGE, U U (27.6 FT) WEST OF THE CEN7ERLBC OF THE SOUTHBOUND LANE OF THE TRAFFiC CKdf, +.6 U (15.1 n) WEST OF THE W51FACE OF THE CONCRETE OCT MID 11 M (1CL2 FT) EAST OF A CHAIN UNK FENCE, SET 9iSK AN B iH PVC PIPE W7H CAP WO ABOUT &i5 M BELOW THE TOP OF TtiE WE.
ElfVATCTf = 515 FEET, NORTH AUEBCAN VERTICAL SATUU 1988 (HAVD 88).
DATE OF FIELD SURVEY
MARCH 9 AND APRL 20, 2022
SURVEYOR'S STATEMENT
THE UAP CORRECTLY REPRESENTS A SURVEY UADE BY »E OR UNDER UY DiRECDON IN CCNFWUtiiCE Wti THE SEQU!REMENT5 OF THE CAUFCRNiA LAND SURVETORS' ACT IN
GRAPHIC SCALE
J^<..JACQUEUNE UK PJLSL 8934
FOR UUK A ASSOQATES, IHCL
AC PAYMENT
55MH
UT90X
B£C
UT VAULT
CB
Fti
-JP
GUY
SDSP
BFP
aOUNDASY OF SUBJECT PROPERTY
RIGHT OF WAY LIKE
INTERIOR PROPERTY UME
MONUMENT UNE
OTY UMtT UN£
BUfLDING LINE
WATER DITCH UNE
SANITARY SEWR UNE
STORM DRAIN LIKE
TB£PHONE UNE
SIGNAL UNE
OVERHEAD UtiE
EL£CTR!C UNE
STREET LIGHT UNE
ASPHALT CONCRETE PAVEMENT
SANITARY SEWER MANHOLE
U'nUTY BOX
ELECTRIC SOX
UTtUTY VAULT
CATCH BASIN
FIRE HYDRANT
JOINT POLE
GUYWRE
STORM DRAIN SUMP PUMP
SACKFLOW PREVEhTER
VEGCTATtON/GROUND WE
WALL
WATER CULVERT
TOPOGRAPHIC &; BOUNDAEY SURVEY
RAVEN ON;
CITr OF RICHMOND, CON7KA COSTA COUNTT. CAUFORNIA
JULY 3022
PREPARED BY
LUK AND ASSOCIATES
CIVIL ENGINEER - LAND PLANNERS - LAND SURVEYORS
738 ALFRED NOBEL DRIVE
HERCULES, .CAUFORNIA 94547
[510) 724-33ES
F: VOBS\F]I£ZOZ2\22Q61 A10\TOPOBORY-2Z061 AIQ
u ,-"
'SSST-TBSO'Eigj;
iTORM DRAINAGE KEYNOTES
<L>
K1K180241.46
NT21S0292.77 E;6°19°°6.re,,^ E: 6018995.83 E:6018892.27 E:6oT8884.88 E:601'8823.07 E:6018779.11 E:6019006.79 'LA4_ftKtH "lLtl' 4'X4'AREA INLET 4'X 4'AREA INLET 45 DEGREE BEND 4'X 4'AREA INLET 45 DEGREE BEND FLAREDENDSECTI°N. I,OF',E,L,^18'W^>_^^, TOP EL =14.00' TOP EL =13.50' FLOWLINE IN (SE)= 10.47' TOP EL =14.00 FLOWLINE IN (E)= 10.14' FLOWLINE IN (E): = 9.00' ^L^".",LI^C w^ !^ i3;w», FLOWLINE IN (NE) = 11.00' FLOWLINE OUT (NW) = 10.47' FLOWLINE OUT (W) = 10.47' FLOWLINE IN (E) = 10.14' FLOWLINE OUT (SW) = 10.14' 85LM2-DIA PERFORATED CHDPE PIPE FLOWLINE OUT (SW) = 15.00' FLOWLINE OUT (W) = 11.00' 9 LF 12" DIA PERFORATED CHDPE PIPE 62LM2-DIAPERFORATED CHDPE PIPE FLOwCiNi 6uf'(W)'='10.14' 18 LF 12" DIA PERFO'RATED CHDPE PIPE @8-11%SL 25 LF 12" DIA PERFORATED CHDPE PIPE FLOWLINE IN (E) = 10.47' "- ---••-"-•-••—-—--•"- 44LF.|2"DIA-PERF'ORATEDCHDPEPIPE 104 LF 12" DIA PERFORATED CHDPE PIPE
1:2180227.23
E:6018767.8645 DEGREE BEND
FLARED END SECTION
FLOWLINE 9.83'
I
GRADING AND DRAINAGE KEYNOTES
1 ) INSTALL TOTAL OF 10 CY OF 8" MEAN DIA RIPRAP 20" DEEP, SEE PLAN FOR DIMENSIONS. SEE SITE DETAILS ON DRAWING
1-100C1-500.
(z) INSTALL STATION ROCK SURFACE. SEE SITE DETAILS ON
DRAWING 1-100-C1-500.
JL) RELOCATE EXISTING PUMP, TIE INTO EXISTING PRESSURE PIPE. (4) REMOVE MOUND
'S'} PROTECT EXISTING RISER.
GRADING NOTES
1. ALL CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF CONTRA COSTA COUNFi' LATEST EDITION.
2. PROVIDE POSITIVE SLOPE DRAINAGE AWAY FROM ALL SITE STRUCTURES AND
FOUNDATIONS, CONTRACTOR IS RESPONSIBLE TO GRADE PROJECT TO MAINTAIN DRAINAGE, NO WATER SHALL POND.
3. CONTRACTORS SHALL SET CONSTRUCTION STAKING TO VERIFY PROJECT EXTENTS IF PROPERPl' CORNERS HAVE NOT BEEN ESTABLISHED.
4. SITE GRADES SHOWN OUTSIDE OF STATION ROCK AREA ARE FINISH GRADES.
CONTRACTOR SHALL GRADE TO DRAIN.
5. ALL STORM SEWER STRUCTURES INCLUDING CULVERTS, GRATES, FRAMES AND MANHOLES UTILIZED ON-SITE SHALL BE TRAFFIC RATED FOR AASHTO HS-20 LOADING.
6. PIPE LENGTHS EXCLUDE END SECTIONS AND ARE MEASURED ALONG CENTERLINE
OF PIPE FROM CENTER OF INSIDE FACE TO CENTER OF INSIDE FACE OF STRUCTURES.
7. EROSION CONTROL STRUCTURES SHALL BE CONSTRUCTED PRIOR TO GRADING ACTIVITIES. SEE 1-00-C1-300 EROSION CONTROL PLAN.
8. NORTHING AND EASTING COORDINATES FOR MANHOLES, AREA INLETS, FIELD INLETS, AND JUNCTION BOXES ARE MEASURED TO CENTER OF STRUCTURE.
9. NORTHING AND EASTING COORDINATES FOR FLARED END SECTIONS ARE MEASURED TO END OF PIPE AT PIPE CENTERLINE. FLOWLINE ELEVATIONS ARE MEASURED AT THE END OF THE FLARED END SECTION.
10. SLOPES SHALL BE MADE AT 3:1 MAXIMUM GRADE (H:V).
11. DRAINAGE CHANNELS SHALL BE MINIMUM 3' FLAT BOTTOM AND SHALL HAVE A 4:1 SIDE SLOPE.
ESTIMATED QUANTITIES NOTES
1. ALL ESTIMATED MATERIAL QUANTITIES ARE IN-PLACE
QUANTITIES AND DO NOT INDICATE ALL MATERIALS REQUIRED
TO COMPLETE CONSTRUCTION. ESTIMATED QUANTITIES DO NOT
REFLECT CUT OR FILL FACTORS AND DO NOT TAKE OTHER
ADJUSTMENTS INTO ACCOUNT. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND MATERIALS
AS INDICATED ON THE DRAWINGS.
2. REMOVE TOP 8" OF ORGANIC MATERIAL FROM 1.52 ACRES SITE = 1700CUYDS.
3. CUT=60CUYDS.
4. FILL = 350 CU YDS.
5. COVER PROPOSED FACILITl' SITE SURFACE WITH 6" COMPACTED BASE MATERIAL = 170 CU YDS.
6. COVER PROPOSED FACIUFi' WITH 4" OF SURFACE ROCK = 120 CU YDS.
7. INSTALL TENSAR INTERAX NX750 ON PREPARED SUBGRAGE OF
PROPOSED ROAD SURFACE PRIOR TO INSTALLATION OF
CRUSHED ROCK = 42,000 SF.
8. COVER PROPOSED ROAD SURFACE WITH 6" COMPACTED BASE
MATERIAL =1350 CUYDS.
LEGEND
— 378 — EXISTING CONTOUR
EXISTING CHAIN LINK FENCE
PROPOSED DRIVE CENTERLINE
-380— PROPOSED CONTOUR
•x— PROPOSED CHAIN LINK FENCE
PROPOSED SITE SURFACE
PROPOSED ROAD SURFACE
;NG1NEERS, INC. FORASPECIFIC PROJECT.
AKING INTO CONSIDERATION THE SPECIFIC
ND UNIQUE REQUIREMEMTS OF THE PROJECT.
iEUSE OF THIS DRAWING OR ANY INFORMATION
;ONTA)NED IN THIS DRAWING FOR ANY PURPOSE
; PROHIBITED UNLESS WRITTEN PERMISSION
tOM BOTH POWERAND POWER'S CLIENT IS
.RANTED.
RAVfN STEU-AR^
ISSUED FOR REVIEW
REVISIONS
07-08-22
DATE
APG
DSGNAPPDREFERENCE DRAWINGS
DSGN
DRN
CKD
BRG
BHR
04/28/22
07/08/22
SCALE: AS NOTED
PROJECT:174550
.POWER
Vw ENGINEERS
2041 South Cobalt Point Way, Meridian, ID 83642
POWER ENGINEERS INC.
STELLAR J/RAVEN SR
SITE GRADING PLAN
LOCATION
RCHCA
REV
A
DRAWING NUMBER
1-00-C1-100