HomeMy WebLinkAboutPA 2019-77 - Exhibit F Design Package— — — HARDSCAPE W/MEIES ® —
WPLnYEE PARKING II
13 SPACES VEHICLE STORAGE AREA 111
DECOMPOSED GRANITE 0/MEMBRANE
N
--------------------------------------------- --
004 TOW TRUCK PARKING AREA e0Q ® 24.0
CG-YCW.E PAVERS �
o
N N
12 SPACES VEHICLE STORAGE AREA
k 1
HARDS
WfTREE
�..N rd —
20' DRIVE Ar— 210.0' PL . —A — —AL—
CONCRETE
L—CONCRETE BLOCK WITH WROUGHT IRON
0
9
0
n
PLANTING PLAN
24' BOX VELVET MESQUITE (Velvet Proaopie Vslu0na)
BLUE PALO VERDE (Parldneonia flodda)
MANZANITA SHRUB (Arctcstaphyloe species)
O5 GAL COFFEEBERRY (Rhamnus Cellfomica)
O5 GAL JAPANESE JUNIPER (Juniper Japonica)
--A— 5 GAL BOUGAINVILLEA 'RED' (Bougainvillea spectabills)
ALL PLANTS AND TREES TO BE 'NATIVE' IRRIGATED BY AN AUTOMATIC DRIP
IRRIGATION SYSTEM WITH RAIN SENSOR.
FLINT STREET
-----------------
PHASE 1
SCOPE OF WORK:
GRADING PLANS
LANDSCAPE, HARDSCAPE, LIGHTING, PARKING AREA
SURFACES.
TEMPORARY OFFICE WITH ADA RESTROOM
PERIMETER WALLS, GATE AND FENCE.
WW/TREES Ej5T0RAGE
1
jn�JLjI{k
I.
I\J
1 �C
kd
3
x
b
k �
I � o
r HARDSCAPE
W/TREE
1'- 10'
RIVERA TOWING LAKE ELMORE
F- FLINT
SURVEY & TOPOGRAPHY
THIS R7POt:Po1Ph'AS SURVEY OF A LOTS 17-20 OF MR
14/38 WAS PERFORMED BY SPIRO LAND SURVEYING, TNG
ON SEPTEMBER 26, 2019. Allmla ITAL CONTROL WAS
CSTA8LOV PER RECORD MONUMENTS ON P.M.B.
206/70-71 AND DRAWING SHOULD NOT BE USED FOR
MAPPING OR BOUNDARY LINE PUAPOSES VERTICAL 0471414
WAS ESTABLISHED PER LAKE ELSINORE BFACH94"
B-95-55, ELEVA17ON 1270.66 (NAND 29 DATUM).
PERTY INFORMATIO
APPLICANT: HECTOR RIVERA
PROJECT DESCRIPTION: 24 HOUR TOWING, POLICE AND HIGHWAY PATROL
IMPOUND YARD WITH OFFICE AND GUARD QUARTERS.
PROPERTY OWNER: HECTOR R61EPA
APUNO ADDRESS7
2795 HILL
ppIN1E
M
""SDN-C1TY,`t'IL�i585""5 HILL
PHONE 951 603 4510
EMI a2flinstone20gmail.com
APN: 374-023-005, 374-023-006
PROPERTY ADDRESS: F FLINT Sr.
LAKE ELSINORE ,CA 92530
ZONING: M1
LOT ARTA .49 ACRE
SITE NOT LOCAIED IN A H 4 FIRE AREA
NOT IN A FLO00 AREA.
NOT N A FAULT UNE
NOT IN A WUEFACOON AREA
NOT N A SUBSIDENCE AREA
PALEONTOLOOK7M. SENSITIVITY: LOW POTENTIAL
PROPOSED TEMPORARY OFFICE BUILDING AREA: 200 S.F.
OCCUPANCY: B
TYPE OF CONSTRUCTION: VB NON-SPRINKLERED
LOT AREA: .49 ACRE/16.988 S.F.
PROPOSED STORAGE/TRASH: 340+ S.F.
LANDSCAPED/HARDSCAPED AREAS: 2070+ S.F.
PROPOSED
PAVER AREAS: ADA PARKING: 667 S.F.
PROPOSED PAVER AREA GRAGRAIL.PARKNG: 3260 S.F..
PROPOSED IMPOUND & TOW TRUCK AREA: 21.344 S.F.
ALL NATIVE TREES AND SHRUBS TO BE USED.
DRIP SYSTEM TO IRRIGATE ALL LANDSCAPED AREAS.
HARDSCAPE/LANDSCAPE AREAS TO BE COVERED WITH
COLORED ROCK.
CIVIL ENGINEER: MASSOUD GHIAM
24 OAKHURST RD.
IRVINE, CA 92620
949 307 5410
mas so ud980yahoo.com
BUILDING DESIGNER: HECTOR F. ZUBIETA
253 E. PECK ST.
LAKE ELSINORE. CA 92530
951 252 7707
z 6deslgnwarke0 g muil.com
UTILITIES PROVIDERS
SCE: 600-655-4555
THE GAS COMPANY: 909-307-7070
FRONTIER TELEPHONE/TV/INTERNET :000-921-8701
EVMWD: 951-674-3146 SEWER AND WATER
LEUSD: 951 253 7000
DRAWING INDEX
FS1: PLOT/LANDSCAPE PLAN, GENERAL NOTES
Al: FLOOR & ROOF PLANS, ELEVATIONS, FENCE
AND MONUMENT SIGN.
VICINITY MAP
PHASE 1 11
Ld
O n
r]zLn
W V1
W Q
Y U
g LL.I
z co O
Z
OO z J
J LL1
LL LLJ LJ )
� Y
g
O
LL
z
U
W
''3
a
1-1z
g
IL LL)
LLI
T-
a_
RS
9 R
z
m
� + In
+ Y O e
n
ne.
AS
s+a*s
Fr
k � �
'R6L9
.
TLAR1rcAPE w
�I
UIArA
PARKING
So2
ADA PARKING
k
c O
g
lo,
STORAIGE
a�
/
//}
pcU
TEMPORAHI' Q0
TAG S.F.
T
y y
OFFICE
WITH AGA
1AE5fRC/oM
600
.0
CID
H
03
y
— -
-rw� MAN GATE
— — — HARDSCAPE W/MEIES ® —
WPLnYEE PARKING II
13 SPACES VEHICLE STORAGE AREA 111
DECOMPOSED GRANITE 0/MEMBRANE
N
--------------------------------------------- --
004 TOW TRUCK PARKING AREA e0Q ® 24.0
CG-YCW.E PAVERS �
o
N N
12 SPACES VEHICLE STORAGE AREA
k 1
HARDS
WfTREE
�..N rd —
20' DRIVE Ar— 210.0' PL . —A — —AL—
CONCRETE
L—CONCRETE BLOCK WITH WROUGHT IRON
0
9
0
n
PLANTING PLAN
24' BOX VELVET MESQUITE (Velvet Proaopie Vslu0na)
BLUE PALO VERDE (Parldneonia flodda)
MANZANITA SHRUB (Arctcstaphyloe species)
O5 GAL COFFEEBERRY (Rhamnus Cellfomica)
O5 GAL JAPANESE JUNIPER (Juniper Japonica)
--A— 5 GAL BOUGAINVILLEA 'RED' (Bougainvillea spectabills)
ALL PLANTS AND TREES TO BE 'NATIVE' IRRIGATED BY AN AUTOMATIC DRIP
IRRIGATION SYSTEM WITH RAIN SENSOR.
FLINT STREET
-----------------
PHASE 1
SCOPE OF WORK:
GRADING PLANS
LANDSCAPE, HARDSCAPE, LIGHTING, PARKING AREA
SURFACES.
TEMPORARY OFFICE WITH ADA RESTROOM
PERIMETER WALLS, GATE AND FENCE.
WW/TREES Ej5T0RAGE
1
jn�JLjI{k
I.
I\J
1 �C
kd
3
x
b
k �
I � o
r HARDSCAPE
W/TREE
1'- 10'
RIVERA TOWING LAKE ELMORE
F- FLINT
SURVEY & TOPOGRAPHY
THIS R7POt:Po1Ph'AS SURVEY OF A LOTS 17-20 OF MR
14/38 WAS PERFORMED BY SPIRO LAND SURVEYING, TNG
ON SEPTEMBER 26, 2019. Allmla ITAL CONTROL WAS
CSTA8LOV PER RECORD MONUMENTS ON P.M.B.
206/70-71 AND DRAWING SHOULD NOT BE USED FOR
MAPPING OR BOUNDARY LINE PUAPOSES VERTICAL 0471414
WAS ESTABLISHED PER LAKE ELSINORE BFACH94"
B-95-55, ELEVA17ON 1270.66 (NAND 29 DATUM).
PERTY INFORMATIO
APPLICANT: HECTOR RIVERA
PROJECT DESCRIPTION: 24 HOUR TOWING, POLICE AND HIGHWAY PATROL
IMPOUND YARD WITH OFFICE AND GUARD QUARTERS.
PROPERTY OWNER: HECTOR R61EPA
APUNO ADDRESS7
2795 HILL
ppIN1E
M
""SDN-C1TY,`t'IL�i585""5 HILL
PHONE 951 603 4510
EMI a2flinstone20gmail.com
APN: 374-023-005, 374-023-006
PROPERTY ADDRESS: F FLINT Sr.
LAKE ELSINORE ,CA 92530
ZONING: M1
LOT ARTA .49 ACRE
SITE NOT LOCAIED IN A H 4 FIRE AREA
NOT IN A FLO00 AREA.
NOT N A FAULT UNE
NOT IN A WUEFACOON AREA
NOT N A SUBSIDENCE AREA
PALEONTOLOOK7M. SENSITIVITY: LOW POTENTIAL
PROPOSED TEMPORARY OFFICE BUILDING AREA: 200 S.F.
OCCUPANCY: B
TYPE OF CONSTRUCTION: VB NON-SPRINKLERED
LOT AREA: .49 ACRE/16.988 S.F.
PROPOSED STORAGE/TRASH: 340+ S.F.
LANDSCAPED/HARDSCAPED AREAS: 2070+ S.F.
PROPOSED
PAVER AREAS: ADA PARKING: 667 S.F.
PROPOSED PAVER AREA GRAGRAIL.PARKNG: 3260 S.F..
PROPOSED IMPOUND & TOW TRUCK AREA: 21.344 S.F.
ALL NATIVE TREES AND SHRUBS TO BE USED.
DRIP SYSTEM TO IRRIGATE ALL LANDSCAPED AREAS.
HARDSCAPE/LANDSCAPE AREAS TO BE COVERED WITH
COLORED ROCK.
CIVIL ENGINEER: MASSOUD GHIAM
24 OAKHURST RD.
IRVINE, CA 92620
949 307 5410
mas so ud980yahoo.com
BUILDING DESIGNER: HECTOR F. ZUBIETA
253 E. PECK ST.
LAKE ELSINORE. CA 92530
951 252 7707
z 6deslgnwarke0 g muil.com
UTILITIES PROVIDERS
SCE: 600-655-4555
THE GAS COMPANY: 909-307-7070
FRONTIER TELEPHONE/TV/INTERNET :000-921-8701
EVMWD: 951-674-3146 SEWER AND WATER
LEUSD: 951 253 7000
DRAWING INDEX
FS1: PLOT/LANDSCAPE PLAN, GENERAL NOTES
Al: FLOOR & ROOF PLANS, ELEVATIONS, FENCE
AND MONUMENT SIGN.
VICINITY MAP
PHASE 1 11
Ld
O n
r]zLn
W V1
W Q
Y U
g LL.I
z co O
Z
OO z J
J LL1
LL LLJ LJ )
� Y
g
O
LL
z
U
W
''3
a
1-1z
g
IL LL)
LLI
T-
a_
RS
9 R
z
m
� + In
+ Y O e
n
ne.
AS
s+a*s
FRONT ELEVATION
NO 66AIP
SIDE ELEVATION
NO 5GALE
FLOOR PLAN
} - I'I
(N) WROUGHT IRON (N) DECORATIVE
CONIC. CAP TYP.
l
6%8X16 SPLIT FACE CMU L DECORATIVE
�� �� STONE
VIEW -RIVER ROCK -
LOW WAIL_ W/W.I. FENCE
k" = r-"'
6' HIGH CMU PILASTERS
.. W/STONE VENEER
SPLIT FACE CMU
VIEW "A"
6f H16H SPLIT FACE FLOCK
W/STONE VENEER PILASTERS
- - 1/4� - r� —
PLAN NOTE
O1
ADA TOILET
O
ADA ACCESSIBLE SINK
O
5' DIA CIRCLE
O
ADA RAMP 1:12 SLOPE
OS
ADA RAIUING
OB
WOOD FASCIA
OS
WOOD TRIM
OB
WOOD FASCIA
! ARA RR \
o N
rmvz
40A0 SL
O4 RAMP
I1% SLOPE
FLOOR PLAN
} - I'I
(N) WROUGHT IRON (N) DECORATIVE
CONIC. CAP TYP.
l
6%8X16 SPLIT FACE CMU L DECORATIVE
�� �� STONE
VIEW -RIVER ROCK -
LOW WAIL_ W/W.I. FENCE
k" = r-"'
6' HIGH CMU PILASTERS
.. W/STONE VENEER
SPLIT FACE CMU
VIEW "A"
6f H16H SPLIT FACE FLOCK
W/STONE VENEER PILASTERS
- - 1/4� - r� —
PLAN NOTE
O1
ADA TOILET
O
ADA ACCESSIBLE SINK
O
5' DIA CIRCLE
O
ADA RAMP 1:12 SLOPE
OS
ADA RAIUING
OB
WOOD FASCIA
(N) WROUGHT IRON (N) DECORATIVE
J CONC. CAP TYP.
� IEi�lll l�I��I I�� jIj j Ijj�I I II
I
6%6X16 SPLIT FACE PILASTER
VIEW
a HiC�H N RaK-Tt " IRON C-7ATE
ELEVATION NOTES
Oj
STANDING SEAM
COLOR METAL ROOF
O
PAINTED WOOD SIDING
O
ADA RAMP WITH RAILING
i
WOOD STEPS
OS
WOOD TRIM
OB
WOOD FASCIA
7�
- _ 504-
RIVERA TOWING
MQNUvfWr SleN
Y"- � T•v
0
0)
Q
U
W
ry
Z_ H
� � Z
�O Z J
Q J Lv
WLL. W
Y
g
f/7
J_
Q
d
Ld
U
LLJ Z
LL
Z
o Z
W
a �
z
J O
LTJ :2
3
gg• I
i I w
a
s - W
NOTED I z os I s
Al
GRADING NOTES.
1- ALL WORK SHALL BE DONE IN ACCORDANCE WITII TI IIF CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER
15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM
8HRLDING17Cri1FAII-111 1AHAPITF i,
ANY OPERATIONS.
3- TI]E DEVELOPLR AND,OR TIIE CONTRACTOR S1 ]ALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(
1-800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TO GRADING,
4- THECONTRACTOR SHALL NOTIFY THE CITY ENGIN'E'ERING DEPARTMENTAT LEAST TWFNIY-FOUR (24) HOURS
IN ADVANCE OF BEGI.NNIN'G GRADING OPERATIONS
5- DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER
6- CUT SLOPES SI IA LL BE NO SITE PE R TI IAN2 I IORIZONTAL TO I VERTICAL, UNLESS OU IERW ISE APPROVED, AND
SHALL BE SHOWN ON THE PLAN.
7- FI I E SLOPES SHALT. BE DS I LEPER I HAN 2 HORIZONI A LIT I VERT ICAL, UNIFSSO I HERWISE APPROVED,
SHALT, BL SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACI ION OUT TUI HE
FINISHED SURFACE,
8- FILL SHALL OE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY TIIEMOD117ILD TI IREE(3)
LAYER A.S.T.ML D-1557-70 TEST METHOD.
9- FILL AREAS SHALL BE CLEANED OF ALL VEGETATION' AND DEBRIS. SCARIFIED. ANDKSPECTEDBYTHE
GRADING INSPFC.'I OR AND APPROVED SUIT S'I 6S I INC, AGENCY PRIOR TOI HF PI ACING OF FLL,
10- ALL FILL MATERIAL SHALL BE CLEAN EARTH, NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
APPROVED BY THE SOILS ENGKFER
1 I- FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1,2" PER FOOT FOR A
MINIMUM OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH S WALE,
12 -Mr IMAM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL RE 1%TECTA OR FILL SLOPE IS LESS THAN TEN
FE FT (10'), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET(RY) DRAINAGE SWALES SHALL BF A MINIMUM
OF 0.5' DEEP AND CONSTRUCTED A MRJIMUM OF TWO FEET (2) FROM THE TOP OF CUT OR FILL SLOPES.
13- PROVIDE 5' W I DE BY 1' I HOT BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' H IGIt
14- PROVDE A BROW DITCH, DESIGNED TO HANDLE ONE. HLNDREDU06) YEAR STORM FLOWS ALONG IHF'IOP OF
CUT SI.OPFS.
15- NO OBSTRUCTION OF FLOOD PLAIN OR NATURAL WATER COURSE SHALL BE PERMITTED
16 -AS ILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE
CHARACTERISTICS OF THE SOB,
17- GRADING CERTIFICAI ION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPOR TRY A
SOIIS ENGINEER SHALT. HH SH13NI I ED TO THE BUILDING AND ENGINEERING IIFPARTMENTS PRIOR TO
ISSUANCE OF BUILDING PERMITS,
IR- THE SOILS ENGINEERING INVESTIGATION DATED PREPARED BY AND
TI HE ENGINEERING GEOLOGIC INVESTIGATION DATED _ _ PREPARED DY _ SHALL
BE CONSIDERED A PART OF THIS GRADING PLAN AND SIIALL BE N COMPLIANCE
19- A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION, WHERE SPECIFIC ELEVATION ARE REQUIRED, THE ELEVATION (WITH RESPECTTO MEAN SEE
LEV EL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
20- ALL PROPERTY CORNERS SHALL DE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT 01: ANY
CON STRU CT I ON/GRAD NG,
21- STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO
THE BUILDING AND ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
22- A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (])FOOT,
23- IF STEEP SLOPING TERRAIN OCCURS UPON W131CI I FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BYA
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE
REQUIRED 10 BE KEYED AND BENCHED.
24- THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
A, UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,
COLLUVIAL AND TRACED AREA AND ANY SUBSTRUCTURES,
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE -CONSTRUCTION, BENCHING AND FILLING
OPERATIONS.
C. DURING INS CALLATION OF BUTT RESS AND CANTON SUH-DKAINS AND FILTER MATERIAL
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION,
25- EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED
GROUND COVER, AT TWELVE INCHES (12") ON CENTER. SLOPES OVER THREE FEET (Y) IN VERTICAL IIEIGIIT
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B,G
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
1-800-227-2600
St D xYRKFAT111.ri1RM1T.RL YI1U tNn
MARK I REVISIONS 11_1,111 1,111111111 1.1
CITY OF LAKE ELSINORE
T,B.PAGE866-FA VICINITY MAP NIS
T6SR4W SECT 6
26- .APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST be
- - - -
ARISING FROM THE SOLE NLGLIGETICG OF THEOW'NER 00.1NGINFiN[
—'L�cDMjl H S IBRECTIDN OF DRAINAGE: D.OW
LEGAL DESCRIPTION
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
ENGINEER'S NOTES:
LEGEND
LOT 17,18,19, AND 201N BLOCK B OF VISTA BONITA TRACT UNIT I, IN THE CITY
27- APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDEDAND MAINTAIN ED
I- CONIRACI'ORAGREESTHA'IHL"SHALLASSUME SOLEANDCOMPLLIE
INDWAIM1`NL91Mf4l:f*JIR1'AI�IR1'
OWNER
DARING THE RAINY SEASON AND SHAT I HE IN PLACE AT I HE ENI] OF EACH DAYS WORK
RESPONS I II ILLI Y FOR JOB SI FE CONDO ION S DO RISC THE COURSE OF
1-1 6,bt AII'SJ1V511F11 nu* 1 0,41i'Im
HECTORRIVERA
COMPLETION OI�GRADfNG OPERATION,
CON SI RUCTIO\, INCLUDING SAFE11 Y OF ALL PER SONS AND PROPERTY.
IIP Eh'11R'ATLT•NRRI FIRAT I.I I.YATON
MAP ON FILE IN BOOK 14, PAGE 38, RECORDS OF RIVERSIDE COUNTY.
A.P.N. 374.023.005
ALL\VORK SHAI,I.('ONFORM IU THE C'IIV AND STATE C'UNSTRUCTION'SAF SAFETY ORDERS
THIS REQUIREMENT SHALL APPLY CONTINUOUSLYANDNOTBELIMITIM
TO NORMAL WORKING HOURS.THE CONTRACTOR SHAH. DEF ESD
Dw'11-EL—TION
27795 HILL POINTE
SUN CIN, CA 92585
2R-
INDEMNIFY AND HOLD'I HE OxNER AND EN'CiINEEI( FARLESSFROMANY
P.L. 1'TIIL'ATFI FII6"A" lit La%l N'
(951)6034510
TH E LOCATION AN D PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
-
AND AL LIA BI LITY, RE AL OR ALLEGED, IN CONNECTION INTI H THE
PERFORMANCE OF WORK ON THIS PROTECT LXC LP ITNC'FOR LIABILITY
UdP01 mmcATts tNrsmcelrvnnaN
OF WORK USUALLY REQUESTED -
PERMITTEE
2Y_
- - - -
ARISING FROM THE SOLE NLGLIGETICG OF THEOW'NER 00.1NGINFiN[
—'L�cDMjl H S IBRECTIDN OF DRAINAGE: D.OW
LEGAL DESCRIPTION
AN APPROVED SET OF GRADING PLANS SHALL BE ONTHE JOB SITE AT ALL TIME
WITHIN 111851'. K -ANS
---n+D1'AT" FMSTnT-,mATO11R
LOT 17,18,19, AND 201N BLOCK B OF VISTA BONITA TRACT UNIT I, IN THE CITY
EVC NT OF DISCREPANCIES ARISING AFTER CITY
UCTll OR FOUND
2- ALLUNDERGRORDS, AEINDLED ICA HER
1Aal �
'w A_.SPRIMONED FlNI511ED CQ�TgIR
OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORMA, AS SHOWN BI'
30- SANITARY FACILITIES SHALL BE MAINIAKED ON THE SITE FROM BEGINNKGIO
ED THEIRAPPROXIMATE'
ON PUBLIC kEC'OkDS, ARE INDICATED WDH THMRwI`I'ROXIM.LIE
LOCATION AND FNENI: IHFO1\'NFR, BY ACCEPTINGITIESEPLANSOR
—iH)— INNCATES TRANSITRxS UTmL Lam
MATERIALS, AROADBED
A
IRIDAL, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL
FELT (3') OF GRADES, THE LOC
COMPLETION OI�GRADfNG OPERATION,
PROCEEDING Wil H THE IMPROVEMENTS HEREON, AGREES TO ASSUME
p L'IMCATT:s RDDF GETTER DDxNSPOUFS
MAP ON FILE IN BOOK 14, PAGE 38, RECORDS OF RIVERSIDE COUNTY.
A.P.N. 374.023.005
31-
ALL SLOPES SI ]ALL BE PLANTED AND I RRIGATION FACILITIES SHALL BE PROVIDED FOR
LIABILITY.IN'DHOLDTHE FNUINFFREHARM LESS FOR ANY DAMAGES
RESULTING FROM I HL EXIS ENFC OF UNDERGROUND UTILITIES OR
OINDICATESCONCRETLSI:RFACP_
A.P.N. 374-023-OOB
ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICAL H EIGHT WITH N NINETY(90)DAYS
STRUCTURES NOT REPOR I ED OR INDIC\I ED ON PUBLIC RECORDS, OR
lN%ftLTWSI BJIFiaR6hPJGCGVAI
32_ A FTER COAL PLLTION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH
THOSE CONSTRUCTED A IV-ARI.WCI: WII H REPORTED OR RECORD
OF WORK USUALLY REQUESTED -
ORDINANCE NO. 882 PRIOR TO TH E APPROVAL OF FINAL INSPECTION
LOCATIONS, THE CONTIW C1 OR IS REQUIRED 10 TAKE DUE
BASIS OF BEARING
THIS 1FM HAS OBTAiNI'DA N'ATIFOVAL POLLUTION ELIMINATION SYSTEM (NPDES) PERMIT
DES OR
RIGHT-OF-WAY LINE OF FLINT STREET HAVING BEARING OF S 71-31'00"F AS SHOWN'IN
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE IB MSELC
SITYMEASURESTOTHERFfMilsUTILI
STkucTllREs SHOWN ANU ANV OTHER FODNDAI THUSI'IF 11 SHALL
STRUCTURE
NPDES WDID NN/A DATE PERMIT ISSUED NA_
WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGFTO EXISTING FACILITIES
BETUCONTRACTOR'S RESPONSUMUYTONO THLOWNERSOF
nLL UTILITIFS OR STRUCTURES CONCERNED BEFORE WORK
BLOCK B OF VISTA BONITA TRACT UNIT I,ONFILEIN BOOK 14, PAGE 38, RECORDES OF
RESULTING DIRECTLYOR INDIRECTLY FROM HIS OPERATIONS, WHLETHIIR ORNOT SUCH
RIVERSIDE COUNTY
33_ FACILITIES ARE SHOWN ON THESE PLANS
3- IBE ENGINEER PREPARING THESE PLANS IIILLNOTHERISPONSIBLE
40.
THE DESIGN ENGINEER SHALL PROVIDE A MINIM UM OF ONE (1) BLUE TOP PER FINISHED
FOR, OR LIABLI: FOR UNAUTHORIZED CHANGES TO OR USES OFTHESE
PLANS ALL CHANCES TO -1 HESE PLANS MUST BE IN WRITING AND
SOURCE OF TOPOGRAPHY-
SOILS ENGINEER
ESTIMATED CIJANCi M;
PAD, PRIOR TO ROUGH GRADE APPROVAL.
MUST RE APPROVED BY I HE PREPARFR OF THESE PLANS
THIS TOPOGRAPHIC SURVEY OF
PROPOSED CUTS: 250 CY
APPROXINIA-fE llAIE OF'.
4- QUANTITIES SHOWN HEREON AREPROVIDED TUR FUNDNG PURPOSES
LOTS 17-20 OF ML14/38 WAS
RING 250 CA
34-
BEGINNING OPERATION: DECEMBER 15, 2019
ONLY. CONTRACTORS SHALL BE RE PONSIBLF FORVERIIYNG ALL
QUANTRIES PRIOR TO BIDDING FOR CONST RUCHON,
PERFORMED BY SPIRO LAND
SURVEYING INC. ON
PROPOSED EXPOR I: O CM
PROPOSEDIMPORT: 0 CV
COMPLETION: DECEMBER20,2019
NOTE:
THE PRIVATE ENGINEERSIGNING THESE PLANS IS
6, 2019.
SEPTEMBER 26,2019-
RESPONSIBLE FOR ASSURING THE ACCURACY AND
WITHIN 111851'. K -ANS
35-
NOROCKEE OTHER IRREDUCIBLE MATERIAL WITH ATHIN A7DIMENSION
NO
AN ATTEMPT HAS BEEN MADE TO SHOW ALL EASEMENTS ON'
EVC NT OF DISCREPANCIES ARISING AFTER CITY
COMMENCE UNTIL AN
APPROVAL OR DURING CONSTRUCTION,THE PRIVATE
ENCROACHMENT
IN FILLS AREAS OR THREE
U HE PLACSS
THAN THREE INCHESIS
711E GRADING PLAN. HOWEVER, OTHER EASEMENTS NOT SHOWN
ON COUNTY RECORDED MAPS MAY EXIST, IT IS THE
DISTURBED AREA = 21,000 SF
MATERIALS, AROADBED
A
IRIDAL, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL
FELT (3') OF GRADES, THE LOC
FOR APPROVAL BY THE CITY
BEEN ISSUED.
RE SPECIFICALLY
lfi- METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER
RE THE OMEOWNER TO
SISEME OURCESSUCHD OUT IF ANY
IMPERVIOUS AREA=5,350 SF
TEXISTOF
THROUGH
OTHER EASEMENT EXIST TH ROUGH OTHER SOURCES SUCH AS
OTHER
THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN
TITLE SEARCH. WORK BEYOND THE NORMAL REVIEW OF
lN%ftLTWSI BJIFiaR6hPJGCGVAI
YfvMILW. tl_ Lr ^-rW r]YfJ• MILPSAXL WALiY.HLY'OMD: IH S11Y11fl
OF WORK USUALLY REQUESTED -
GRADING PLAN WILL NOT BE APPROVED UNTIL ALL RETAKING WALLS ARE APPROVED
37- BY THE BUILDING DEPARTMENT.
THIS 1FM HAS OBTAiNI'DA N'ATIFOVAL POLLUTION ELIMINATION SYSTEM (NPDES) PERMIT
36- TOR&JIMATE MUNICIPAL AND IKi7l'CTRIAL STOkAl WRYER DESCHARGE.
NPDES WDID NN/A DATE PERMIT ISSUED NA_
39 DRAINAGE FASEMFNTS WILL BE KEPT CLEAR OF ALL OBTRUC"IIONS, NO BUILDINGS OR
WALLS SHALL BE PLACED WITHIN TIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE
SUBJECT TO REMOVAL AT OWNER'S EXPENSE-
XPENSE40.
40.
IPPR. I DATE APPROPRIATE CONDTION'SOI7IDLVELOPMENTANDORCIVTYAND STATE
LAWS AND HAVE HF'FN F'OUNDACCEPTABLE
REMON HABIB, RCENn. 93156
CITY ENGINEER
CII Y OF LAK E ELSINORE
SOILS ENGINEER CERTIFICATE
PREPAfWD 6Y:
a)A6SO11P [{SBA91
CIVIL LHGINL'kRINO OO7l5ULThti7
74OA
.lP[Vr41 0 M
Nr.C, G'A92A20
1N97w3<IV
DATE
SEAL
[SN
4 �QOD �y1
C 51991
EXPA-102020 ■
!a C'JVIt
CITY OF LAKE ELSINORE BENCHMARK A-93--28
SCALE. BEING A CHISELLED SQ. IN THE TOP OF CURB AT BCR OF
SOUTHWERI FREY CORNER OF IN FERRFCTION OF
SUMNER AVE AND CHANEY STREET
DATE: 10-28-19 ELEVATION 1313.42
CITY OF LAKE ELSINORE SHEET 1
TITLE SHEET 3
CONCIEPT GRADING PLAN GT SHLE75
W. Flint STREET VILE Np:
LAKE ELSINORE, CA 92630
NOTE:
THE PRIVATE ENGINEERSIGNING THESE PLANS IS
WORKCONTAN
RESPONSIBLE FOR ASSURING THE ACCURACY AND
WITHIN 111851'. K -ANS
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
SHALL NOT
EVC NT OF DISCREPANCIES ARISING AFTER CITY
COMMENCE UNTIL AN
APPROVAL OR DURING CONSTRUCTION,THE PRIVATE
ENCROACHMENT
ENGINEER SHALL BE RESPONSIBLEFOR DETERMINING
PERMIT DA
AN ACCEPTABLE SOLUTION AND REVISKG THE PLANS
G PER
GRADINGPERMIT HAS
FOR APPROVAL BY THE CITY
BEEN ISSUED.
IPPR. I DATE APPROPRIATE CONDTION'SOI7IDLVELOPMENTANDORCIVTYAND STATE
LAWS AND HAVE HF'FN F'OUNDACCEPTABLE
REMON HABIB, RCENn. 93156
CITY ENGINEER
CII Y OF LAK E ELSINORE
SOILS ENGINEER CERTIFICATE
PREPAfWD 6Y:
a)A6SO11P [{SBA91
CIVIL LHGINL'kRINO OO7l5ULThti7
74OA
.lP[Vr41 0 M
Nr.C, G'A92A20
1N97w3<IV
DATE
SEAL
[SN
4 �QOD �y1
C 51991
EXPA-102020 ■
!a C'JVIt
CITY OF LAKE ELSINORE BENCHMARK A-93--28
SCALE. BEING A CHISELLED SQ. IN THE TOP OF CURB AT BCR OF
SOUTHWERI FREY CORNER OF IN FERRFCTION OF
SUMNER AVE AND CHANEY STREET
DATE: 10-28-19 ELEVATION 1313.42
CITY OF LAKE ELSINORE SHEET 1
TITLE SHEET 3
CONCIEPT GRADING PLAN GT SHLE75
W. Flint STREET VILE Np:
LAKE ELSINORE, CA 92630
0 10 20 AO 00 80 100
SCALE: 1" = 20'
EXIST. WATERLINE
«---------------- W--__-
ra
CITY OF LAKE ELSINORE
W. FLINT STREET
arr'."- I s' , acus- A I 4y
DECOMPACTED s"' �i
1 GRANITE f Q�I
201 1 98' I CONCRETE
._.__...... _..... __............ .. — I PAVER r
I TOW *K
a EIECOMPACTE j 4<'--,
GRAN]TE a3%12 @ 9' = 108'20' s�IPA
ul
cr
W
J
ZE
PL
�CONCIYETL' PAVER
COMPACTE13 FILL
EXIST. GRADE
SECTION A -A
FL 2' 3 -MIN
F" MIN
R^hIIN.
I -
22N N
SWALE DETAIL (TYP)
ms
NOTE:
STILET 2
UNDERGROUND SERVICE ALERT
Iss
4,,WIn
CITY OF LAKE ELSINORE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
WORK CONTAIN
CALL: TOLL FREE
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
WITHIN THESE PLANS
S
1-840-227-2800
EVENT OF DISCREPANCIES ARISING AFTER CITY
SHALL NOT
COMMENCE UNTIL AN
t
EXR6-30y2020
SCALE:
APPROVAL OR DURING CONSTRUCTION, THE: PRIVA'IE
GRAI�DING PLAN
OF SHEE75
SOILS ENGINEER CERTIFICATE
�• 1F
SHALL EFORNTERMININS
ENCROACHMENT
r•. FLINT STREET
FILE No
DATE
AN ACCEPTABLE SOLUTION AND
AN ACCEPTABLE SOLUTION AND REVISING THE PLANS
PERMIT ANDA
SUMNER AVE AND CHANEY STREET
FOR APPROVAL BY THE CITY
GRADING PERMIT HASBEEN
DATE: 10-28-19
TN'O NnORVAIn�G DA\SnF.pCFORYOU OIG
ISSUED.
OF ,
c�«
R
MARK REVISIONS
7�nitn T
Am• DATE
T FSE PLANS HAVE BEEN TH THE
ED FOR COMPLIANCE IY
PREPARED BY:
APPROPRIATE CONDITIONS 017DEVELOPMENTANDORCTF AND STATE
LAWS AND HAVE BEEN FOUNDACC'EPTABLE
MASSOUD GHIAM
CIVIL ENGINEERING CONSULTANT
24 OAKHURST RD
REMON HABI H, RCE Nu 83156 DA3 E
C LTV ENGINEER
(13 Y OF I AKF ELSINORF
IRVINE, CA 92620
(949)307-5410
PL
�CONCIYETL' PAVER
COMPACTE13 FILL
EXIST. GRADE
SECTION A -A
FL 2' 3 -MIN
F" MIN
R^hIIN.
I -
22N N
SWALE DETAIL (TYP)
ms
STILET 2
Iss
4,,WIn
CITY OF LAKE ELSINORE
p
S
CONCEPTUAL
3
t
EXR6-30y2020
SCALE:
ITY OF LAKE ELSINORE BENCHMARK A-93-28—
E'IMGACHISELLED SQ IN THE TOP OF'CURB AT BCR OF
GRAI�DING PLAN
OF SHEE75
�• 1F
111=201
SOLI I HWES I ERLY CORNER OF INTERSECT ION OF
r•. FLINT STREET
FILE No
DATE
SUMNER AVE AND CHANEY STREET
yy, rliT�
DATE: 10-28-19
LAKE ELSINORE, CA 82530
OF ,
ELEVATION 131142
Y
I
_ TRASH/STORAGE
11
ADA PARIM
HARDS[APE W '.
�) ADA PlFICJiG
1°
u \
r
�Jt
I • f�i
I
a 10
� I STORAGE
$o
I �
am
U
OFF= �o
8L19 S,P,
MAN GATE
---HELL- -
�16.a'••PI.
EVPL3eFE 1r00 40
13 SPACES VEHICLE STORAGE AREA
N
DECOMPOSED GRANITE 0/MEMBRANE •
-_______ -- -T--- -_7______________ ooa-------T.--
TOW TRUCK PARKING AREA 24.0
0ACREiE PAVERS
' O
r u!
N
12 SPACES VEHICLE STORAGE AREA,
no irl
HARDSCAP
W/ -TREE -
2L' DRIVE — 210.0' PL —
CONCRETE BLOCK WITH WROUGHT IRON
FLINT STREET
PLANTING PLAN
24• BOX VELVET MESQUITE (Velvet Pmeopls Velutina)
BLUE PALO VERDE (Parklnsonla Florida)
MANZANRA SHRUB (Arctoetophyloe species)
5 GAL COFFEEBERRY (Rhamnus Callfomlca)
O5 GAL. JAPANESE JUNIPER (Juniper Japonica)
--Hr•-- 5 GAL. BOUGAINVILLEA 'RED' (Bougainvillea spectabilie)
ALL PLANTS AND TREES TO BE •NATIVE• IRRIGATED BY AN AUTOMATIC DRIP
IRRIGATION SYSTEM WITH RAIN SENSOR.
1
�I
1 �
I1�
Iv
I,
It
3
I=
du
I5
I
.I =
1 EYE
I�
Igo
HARDSCAPE
w,TREE
1
RIVERA TOWING LAKE ELSINORE
E FLINT
SURVEY h TOPOGRAPHY
THIS TOPOGRAPHIC SURVEY OF A LOTS 17-20 OF ,LLE
14/38 WAS PCIFORGEO BY SPARO LAND SURVEYING, INC.
ON SEP045ER 26 2019. HA917ONTAL CONTROL WAS
ESTABLISHED PER RECORD MONUMEN7S ON P.M.B.
206/70-71 AND AS(IM kG 99M& NOT BE USED FOR
MAPPING OR SOM WTY LAC PURPOSES. VERTICAL DATUM
WAS ESTABLISHED PER LAKE ELSINORE BENCHMARK
0-95-55, ELEVA77ON 1270.68 (N4VD 29 DATUM).
'ROPERTY INFORMATION:
APPLICANT: HECTOR RIVERA
PROJECT DESCRIPTION: 24 HOUR TOWING. POLICE AND HIGHWAY PATROL
IMPOUND YARD WITH OFFICE AND GUARD QUARTERS.
PROPERTY OWNER: HECTOR RIVERA
MNUNG ADDRESS: 27795 HILL POINTE
SUN CITY, CA 92585
PHONE 951 603 4519
ARM 374-023-005, 374-023-008
PROPERTY ADDRESS: E FLINT ST -
LAKE ELSINORE ,CA 92530
LAND USE: MANUFACTURING
ZONING: MI
SITE NOT LOCATED IN A HIGH FIRE AREA
NOT IN A FLOOD MEA.
NOT N A FAULT UNE
NOT IN A LIQUEFACTION AREA
NOT N A SUBSIDENCE AREA
PALEONTOLOGICAL SENSIIMTY: LOW POTENTIAL
PROPOSED OFFICE BUILDING MEA: 600 S.F.
OCCUPANCY: B
TYPE OF CONSTRUCTION: VB NON-SPRINKLERED
LOT AREA-. .49 ACRE/16,966 S.F.
PROPOSED STORAGE/TRASH: 346+ S,F.
LANDSCAPED/HAROSCAPED MEAS: 2870+ S.F.
PROPOSED PAVER MEAS: ADA PARKING: 667 S.F.
PROPOSED PAVER AREA GRAIL PARK NG: 3260 S.F.,
PROPOSED IMPOUND k TOW TRUCK AREA: 21,344 S.F.
ALL NATIVE TREES AND SHRUBS TO BE USED.
DRIP SYSTEM TO IRRIGATE ALL LANDSCAPED MEAS.
HMDSCAPE/LANDSCAPE AREAS TO BE COVERED WITH
COLORED ROCK.
CML ENGINEER: MASSOUD GHIAM
24 OAKHURST RD.
IRVINE, CA 92620
949 307 5410
massoud1966yah—com
BUILDING DESIGNER: HECTOR F. ZUBIEFA
253 E. PECK ST.
LAKE ELSINORE, CA 92530
951 252 7707
z6designworksOgmail.com
SCE BOO -655-4555
THE GAS COMPANY: 909-307-7070
FRONTIER--TELEPlpHE/N/RTTERHET eTiOO-621 -8f 0T
EVMWD: 951-674-3146 SEWER AND WATER
LEUSD: 951 253 7000
DRAWING INDEX
AS1: PLOT/LANDSCAPE PLAN, GENERAL NOTES
Al: FLOOR do ROOF PLANS
A2: ELEVATIONS, FENCE AND MONUMENT SIGN
VICINITY MAP
Iw -LymNs Ia/m Yrl
O I'7
K L0
V) 1714
Ld
IA1 U
Li
Z (n O
Z
O
Z J
J W
LL
Ld LII
� Y4
of J
Z
0-
0 LLJ
Z
Q
U
L LI 0
0 J
0.. J
Q
Z
a a
F- O
(n JJU
u S
E
41 N -
5� "'111E + �
c 8�
IS m
wcsx xa.
AS
or aH![TS
NST
A4
F
vl
Oj
STANDING SEAM
O
RLY�
O
ROOF SIGNAGE BY OTHERS.
O5
DRIP EDGE
4O
CONTINUOUS RIDGE CAP
ROOF NOTES
Oj
STANDING SEAM
O
COLOR METAL ROOF
O
ROOF SIGNAGE BY OTHERS.
O5
DRIP EDGE
4O
CONTINUOUS RIDGE CAP
O
VALLEY FLASHING
O
COLORED STEEL FASCIA
ROOF PLAN
V = r -d'
800 SF
I
FLOOR PLAN
Y° = r -a'
800 SF
PLAN NOTES
a�
rx r�
O
STAINLESS STEEL SINK W/DISPOSER
O3
LOWER CABINETS
O
UPPER CABINETS
DECONTAMINATION SHOWER NO
OTILE
TRESHOLD
OB
ADA TOILET
O
ADA SINK
O
UNIFORMS/STORAGE
O
KNOX BOX
wALIr�Lr'.n
I I
I s I
I
I I
OPEN OFFICE
I0 -O GEL
A4
F
Oj
I
AIM/et.nss ATNs/rILASS
In
_
I/AMa
R 5040 A
STi�i f,1hAi
CVV PATIO
�
0
NO
T-
i
a-' GEL
FLOOR PLAN
Y° = r -a'
800 SF
PLAN NOTES
O
COLORED CONCRETE
O
STAINLESS STEEL SINK W/DISPOSER
O3
LOWER CABINETS
O
UPPER CABINETS
DECONTAMINATION SHOWER NO
OTILE
TRESHOLD
OB
ADA TOILET
O
ADA SINK
O
UNIFORMS/STORAGE
O
KNOX BOX
0
M
HQ
V) U
U ~ LLJ
Z Z
O LL. Z
� J
Q Li LL'
Ld
W Y
g
4Z
J
CL
L.T_
0
a
0
0
J
LL
LTJ
U
LIL.
LL -
0
n -
N
1 Al
�1 � 1���1l�Trrrl
�,�OMENMEMO
FAraT FLF-VATLJN
(N) WROUGHT IRON
�j....
(N) DECORATIVE
CONC. CAP PYP.
— — --
BX8X16 SPLIT FACE CMU
"" ""
VIEW r
L DECORATIVE
STONE
'RIVER ROCK'
LOW WALL W/W.I. FEWE
9
504
RIVERA TOWING
L" f�
(N) WROUGHT IRON
y
8X8XI8 SPLIT FACE PILASTER
VIEW
6' 111611 WRar-f-F IRON CRATE
-.: :01
_:. Am,
ME
6" H16H SPLIT FACE 15L.00K
W/STONE VENEER PILASTERS
1/4" - rte'
I/" = r --al
ELEVATION/SECTION NOTES
I STANaNG SEAM
qm Mci
ROOF SIGNAGE BY OTHERS.
O CONCRETE BLOCK CONSTRUCTION
O CONCRETE BLOCK COLUMNS
WITH
STONE VENEER.
O6 CONCRETE BLOCK ACCENT
i COLORED STEEL FASCIA
O SECURITY LRES
OREINF. CONCRETE SIRS
O9 REINF. CONCRETE FOOTING
® CONCRETE BLOCK SPLIT FACE
1� INSULATION PER TITLE 24
® CONCRETE BLOCK SPLIT FACE
6
51
FP.
Li9
f�IJILPINCP SE6Tt0N
.i-
504
RIVERA TOWING
MONUvMT 616N
�,- = r -al
V)
J
w
ZZ
uJ _ 0
LL
V)
Z Z
O WWc
Q L
z
Z
J O
w �
3 � W
� s
S � I
aA �
8
rc �
NOTED 912911,9
HZ 19-14
arm »o.
A2