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VICINITY MAP
BIG BEAR LAKE CITY COUNCIL PROJECT DIRECTORY
AGENCIES AND UTILITIES
SHEET INDEX
TS-1.01 TITLE SHEET
TS-1.02 GENERAL NOTES
DM-1.01 DEMOLITION PLAN
GR-1.01 GRADING AND DRAINAGE PLAN
HC-1.01 HORIZONTAL CONTROL PLAN
EC-1.01 TO EC-1.02 EROSION CONTROL PLAN
DT-1.01 TO DT-1.02 CONSTRUCTION DETAILS
Civil Engineer - RRM Design Group
William (Bill) Strand R.C.E.Phone:
(949) 361-7950
32332 Camino Capistrano Ste 205Fax:
(949) 361-7951
San Juan Capistrano, CA 92675Email:
Electric
Bear Valley Electric ServicePhone:
(909) 866-4678
42020 Garstin Drive Fax:
Big Bear Lake, CA 92315Email:
Telephone
Verizon Phone:
(760) 245-0569
Fax:
Gas
Southwest Gas Phone:
(877) 860-6020
140 Business Center Drive Fax:
Big Bear Lake, CA 92315
Email:
Water
Big Bear Lake Dept. of Water & PowerPhone:
(909) 866-5050
41972 Garstin Drive Fax:
Big Bear Lake, CA 92315
Email:
Cable
Charter Communications Phone:
(877) 254 0870
41490 Big Bear Blvd.
Fax:
Big Bear Lake, CA 92315Email:
Sewer
Big Bear Area Regional Wastewater
Agency
Phone:
(909) 584-4018
121 Palomino Drive Fax:
Big Bear Lake, CA 92314Email:
Big Bear Lake Sanitation DivisonPhone:
(909) 866-7521
42040 Garstin Drive Fax:
Big Bear Lake, CA 92315Email:
COUGAR ROAD / SONOMA DRIVE INTERSECTION
CITY OF BIG BEAR LAKE
90% CONSTRUCTION DOCUMENTS
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Moreno
Valley
San
Bernardino
Apple
Valley
Morongo
Valley
Public Works - City of Big Bear Lake
John Harris Phone:
(909) 866-5831
39707 Big Bear Blvd.
Fax:
Big Bear Lake, CA 92315
Email:
BENCHMARK:
ELEVATIONS ARE BASED ON SAN BERNARDINO COUNTY FIELD BOOK 4088/921 DATED
6-29-99. BENCHMARK DESIGNATION TP1 DESCRIBED AS A CHISELED SQUARE ON
SOUTH CURB ON MOONRIDGE RD. 0.1 MILE E. OF ELM ST. - 6.0' E. OF PP#8884BV
NGVD 29 ELEV = 6866.07'
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE CENTERLINE OF ELM (PINE) STREET PER MB 41/77-78
ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY,
STATE OF CALIFORNIA, SHOWN HEREON AS NORTH 01°03' WEST.
MAYOR - RANDY PUTZ
MAYOR PRO TEM - RICK HERRICK
COUNCILMEMBER - DAVID CARETTO
COUNCILMEMBER - BOB JACKOWSKI
COUNCILMEMBER - BILL JAHN
CITY MANAGER - JEFF MATHIEU
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210
330
Lucerne
Valley
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
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PROJECT SITE
SITE MAP
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BIG BEAR LAKE
TITLE SHEETTS-1.01
JDG
JDG
Elm
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CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
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RAW EARTHWORK
CUT 115 CY
FILL 247 CY
NET 132 CY <FILL>
Surveyor - Grenier and Sons
Andy Grenier, P.L.S.
Phone:
(951) 543-8462
28039 Scott Road Ste D-293 Fax:
(951) 679-0609
Murrieta, CA 92563Email:
ABBREVIATIONS GENERAL NOTES
AB AGGREGATE BASE OR ANCHOR BOLT
ABV ABOVE
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVING/PAVEMENT
ADJ ADJACENT
AGG AGGREGATE
ALT ALTERNATE
AP ANGLE POINT
APPROX/APPX APPROXIMATE
ARCH ARCHITECT (URAL)
BEL BELOW
BLDG BUILDING
BLK BLOCK
BOT BOTTOM
BOW BACK OF WALK
BR BOTTOM OF RAMP
BRG BEARING
CB CATCH BASIN
CF CUBIC FOOT
CI CAST IRON
CIP CAST IN PLACE
C/L CENTERLINE
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS, CONTINUE
CP CENTER POINT
CR CURB RETURN
CTC CENTER TO CENTER
CTR CENTER
DAS DIRECTION AS SHOWN
DET DETAIL
DF DRINKING FOUNTAIN
DI DRAIN INLET
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DS DOWN SPOUT
DWG DRAWING
EA EACH
EJ EXPANSION JOINT
ELECT ELECTRICAL
ELEV ELEVATION
ENCL ENCLOSURE
EQ EQUAL
EQPT EQUIPMENT
ESMT EASEMENT
EX EXISTING
EXIST EXISTING
(E) EXISTING
FAB FABRICATION
FBO FURNISHED BY OTHERS
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FIN FINISH (ED)
FL FLOWLINE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STEP
FND FOUNDATION
FS FINISHED SURFACE
FST FINISHED SURFACT TURF
FTG FOOTING
FUT FUTURE
GA GAGE, GAUGE
GB GRADE BREAK
GKT GASKET
GLV GALVANIZED
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GR GRATE
HB HOSE BIB
HC HANDICAPPED
HCAP HANDICAPPED
HDB HEADBOARD
HEX HEXAGONAL
HOR HORIZONTAL
HP HIGH POINT
HT HEIGHT
ID INSIDE DIAMETER
INT INTERSECTION
INV INVERT
JT JOINT
L LENGTH
LB LAG BOLT
LH LEFT HAND
LOC LOCATION
LP LOW POINT
LS LAG SCREW
LT LEFT
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MED MEDIUM
MFG MANUFACTURING
MFR MANUFACTURE(R)
MIN MINIMUM
MISC MISCELLANEOUS
ML MAINLINE
(N) NEW
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OH OVERHEAD
OPP OPPOSITE
OPT OPTIONAL
PA PLANTER AREA
PC POINT OF CURVE
PERF PERFORATE (D)
PERP PERPENDICULAR
PFE PUBLIC FACILITIES EASEMENT
PL PROPERTY LINE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
PRC POINT OF REVERSE CURVE
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PT POINT, POINT OF TANGENCY
PTL PRESSURE TREATED LUMBER
PUE PUBLIC UTLITIES EASEMENT
PVC POLYVINYL CHLORIDE
R, RAD RADIUS
RDWD REDWOOD
REBAR REINFORCING BAR
REF REFERENCE
REM REMOVE
REQ'D REQUIRED
REV REVISION(S), REVISED
RH RIGHT HAND
ROW RIGHT OF WAY
RT RIGHT
S SLOPE
SCH SCHEDULE
SD STORM DRAIN
SF SQUARE FEET
SHT SHEET
SIM SIMILAR
SL SLOPE
SPEC SPECIFICATION(S)
SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
SQ SQUARE
SS SANITARY SEWER
S/S STAINLESS STEEL
ST STREET
STA STATION
STD STANDARD
STL STEEL
STRUC STRUCTURE/ STRUCTURAL
SURF SURFACE
SWCL SIDEWALK CENTERLINE
SYS SYSTEM
SYN SYNTHETIC
TBC TOP BACK OF CURB
TC TOP OF CURB
TF TOP OF FOOTING
TR TOP OF RAMP
TS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VAR VARIES
VERT VERTICAL
W WATER
W/ WITH
W/O WITHOUT
@ AT
CENTERLINE
Ø DIAMETER
SQUARE FEET
C
L
1. PRIOR TO START OF WORK, THOROUGHLY REVIEW ALL CONTRACT DOCUMENTS AND BECOME THOROUGHLY FAMILIAR WITH THE REQUIREMENTS AND THE
INTENT OF THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.
2. PRIOR TO START OF ANY WORK, OBTAIN ALL NECESSARY PERMITS FROM THE CITY, STATE AND ALL OTHER AGENCIES HAVING JURISDICTION OVER THE WORK.
3. PRIOR TO START OF CONSTRUCTION AND AS NECESSARY THROUGHOUT THE PROGRESS OF THE WORK, CONTACT THE UNDERGROUND SERVICE ALERT - (811)
WITH MINIMUM 48 HOURS NOTICE, AND HAVE ALL UNDERGROUND UTILITIES AND FACILITIES MARKED IN THE FIELD. ALSO, PRIOR TO EXCAVATION, THE
CONTRACTOR SHALL VERIFY, BY POT HOLING, THE TYPES, LOCATIONS, SIZES AND/OR DEPTH OF EXISTING UTILITIES WITHIN THE WORK AREA. IN THE EVENT
EXISTING UTILITIES ARE DISCOVERED TO BE IN CONFLICT WITH THE WORK REQUIRED OF THE CONTRACT DOCUMENTS, IMMEDIATELY NOTIFY THE DESIGN
ENGINEER AND THE UTILITY OWNER IN THE MOST EXPEDITIOUS MEANS AVAILABLE AND LATER CONFIRM IN WRITING. THE CONTRACTOR SHALL DETERMINE
EXACT LOCATIONS OF ALL UTILITIES AND FACILITIES IMPLEMENT APPROPRIATE AND EFFECTIVE MEASURES TO PROTECT THEM.
4. PROTECT ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE PROJECT SITE. RECORD THE LOCATION OF ALL MONUMENTS AND OTHER
SURVEY MARKERS PRIOR TO THE START OF WORK. ALL SUCH MONUMENTS OR MARKERS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE
REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. DURING EXCAVATION, SHOULD THE CONTRACTOR ENCOUNTER ANY ARTICLE THAT MAY BE AN ARTIFACT, WORK SHALL BE IMMEDIATELY SUSPENDED UNTIL
THE CITY IS NOTIFIED. WORK SHALL NOT RESUME UNTIL FURTHER DIRECTION IS GIVEN BY THE CITY.
6. ALL WORK SHALL CONFORM TO THE FOLLOWING AS APPLICABLE:
a. THE CITY OF BIG BEAR LAKE STANDARD PLANS
b. THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK')
7. ALL TRAFFIC CONTROLS SHALL BE IN CONFORMANCE WITH THE WATCH MANUAL OR THE CALTRANS MANUAL OF TRAFFIC CONTROLS AND THESE CONTRACT
DOCUMENTS.
8. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. PROCEEDING WITH AFFECTED WORK PRIOR TO ACCEPTABLE RESOLUTION WILL BE AT CONTRACTOR'S OWN RISK AND
MAY REQUIRE THE CONTRACTOR TO REMOVE AND REPLACE WORK AND EXECUTE EXTRA WORK AT NO ADDITIONAL COST TO THE CITY.
9. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF ANY WORK, WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE
INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH
OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
10. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER
SMALL SCALE DRAWINGS.
11. REMOVAL AND REPLACEMENT LIMITS OF ANY EXISTING FEATURE SHOWN ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY. ACTUAL LIMITS SHALL BE
AS REQUIRED BY THE NEW WORK AND AS MARKED IN THE FIELD BY THE DESIGN ENGINEER OR CITY DESIGNEE.
12. MAINTAIN ONE SET OF CONTRACT DOCUMENTS ON SITE FOR USE IN DOCUMENTING CURRENT PROGRESS OF WORK AND ALL CHANGES. DOCUMENT
PROGRESS AND CHANGES WITH RED, INDELIBLE INK. MAKE DOCUMENTS AVAILABLE TO THE DESIGN ENGINEER FOR REVIEW AT ALL SITE VISITS AND AS
REQUESTED. COPY ALL CHANGES TO MYLAR COPIES OF THE ORIGINAL DRAWINGS AND COPIES OF THE ORIGINAL SPECIFICATIONS USING INDELIBLE BLACK OR
RED INK AS DIRECTED. UNLESS OTHERWISE SPECIFIED, THESE SHALL SERVE AS THE RECORD DOCUMENTS THAT MUST BE SUBMITTED PRIOR TO FINAL
PAYMENT.
13. THE CITY MAY HAVE OTHER WORK WITHIN THIS PROJECT AREA BEING EXECUTED UNDER SEPARATE CONTRACTS BY OTHER CONTRACTORS ("OTHERS")
CONCURRENTLY WITH THE EXECUTION OF WORK COVERED BY THESE DOCUMENTS. CONTRACTOR SHALL COORDINATE WORK OF THIS CONTRACT WITH WORK
OF OTHERS AS NECESSARY TO ENSURE THE PROPER INTERFACE OF THIS WORK WITH WORK OF OTHERS AND BY SUCH MEANS, METHODS, AND TIMING THAT
THE WORK OF OTHERS IS NOT IMPEDED.
14. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQUIRED OR AS DIRECTED IN THE PLANS.
15. CONTRACTOR SHALL PROVIDE MANUFACTURER DATA SHEETS FOR ALL SPECIFIED PRODUCTS FOR REVIEW AND APPROVAL BY CITY'S AUTHORIZED
REPRESENTATIVE PRIOR TO INSTALLATION.
CITY STANDARD GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF BIG BEAR LAKE STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF BIG BEAR LAKE ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY
WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 866-5831.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, PER WATCH MANUAL.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL BY THE CITY ENGINEER.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION; HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMP ANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
13. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
18. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
23. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF BIG BEAR LAKE STANDARD DETAILS.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
26. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
27. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
28. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
29. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
30. OMITTED
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER.
33. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
34. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
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GENERAL NOTESTS-1.02
SJP
BR
LEGEND
EXISTING CONTOURS
EXISTING RIGHT OF WAY
LIMIT OF GRADING
2" PAVEMENT GRIND
REMOVE EXISTING PAVEMENT
REMOVE EXISTING SIDEWALK
SAWCUT AND REMOVE EXISTING CURB
EXISTING WALL
EXISTING OVERHEAD UTILITY LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING GAS LINE
67396740
SS
W
OH
G
NO. DESCRIPTION UNIT QTY.
RESET EXISTING LEAD AND TACK
PROTECT EXISTING POWER POLE IN PLACE
PROTECT EXISTING VEGETATION IN PLACE
CLEAR AND GRUB EXISTING GROUND
PROTECT EXISTING TREE IN PLACE
PROTECT EXISTING STORM DRAIN IN PLACE
PLUG EXISTING STORM DRAIN DRAIN INLET PER SPPWCDETAIL 381-2, SHEET DT-1.03REMOVE EXISTING FIRE HYDRANT; REMOVE ~11 LFEXISTING 6" WATER, VALVE BOX, AND BOLLARDS;INSTALL BLIND FLANGE AT VALVEREMOVE AND PROPERLY DISPOSE OF EXISTING ACPAVEMENTREMOVE AND PROPERLY DISPOSE OF EXISTINGCONCRETE SIDEWALKREMOVE AND PROPERLY DISPOSE OF EXISTING CURB &GUTTER
PROTECT EXISTING CURB IN PLACE
RELOCATE EXISTING STREET SIGN
RELOCATE EXISTING STOP SIGN
REMOVE EXISTING YIELD SIGN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
EXISTING DIRT LOT
6840
6840
6845
6845
6845
6845
6845
6845
6850
6855
6855
6860
FD. LEAD AND TACKFD. LEAD AND TACK
FD. 3/4" I.P., FLUSHW/ TAG "LS 6856"
FD. 1" I.P., FLUSHW/ TAG "RCE 26140"
FD. 1" I.P., FLUSHW/ TAG "LS 2942"
SD C.B.INLET
4' CHAIN LINK FENCESMH
FHPP#5798BV
DIRT D/W
24" SD CULVERT
EART
HEN
SWAL
E
SIDEWALK
3 RAIL WOOD FENCE
3 RAIL WOOD FENCE
12" H
EADW
ALL
12" H
EADW
ALL
SDI
BRID
GE
UNDERSIDEWALK
DRAIN
UNDERSIDEWALKDRAIN
24" CMP CULVERT
SIDEW
ALK
SIDEW
ALK
18"TREE
18"TREE
18"TREE
12"TREE
STREET NAME SIGN
FH
WV
SMH
PP#10296BVW/ ST LT
GAS
SMH
YIELDSIGN
BOULDER
RAM
P
EP
EPA/CD/W
PP#VZ104041
ST NAMESIGN
CONC.D/WA/C D/W
CONC.D/W
EP
EP
STOPSIGN
ST NAMESIGN EP
EP
24"TREE
PP#10353BV
24"TREE
10"TREE
10"TREE 24"
TREE
24"TREE
24"TREE
14"TREE
24"TREE
24"TREE
12"TREE
10"TREE
14"TREE
PP#10233BVW/ TRANS
4" TREES
WOOD PLANKRETAINING WALL
12" TREE
A/CD/W
EP
R/R TIEWALL
ROCK RETAINING WALL36" TREE
GAR
AGE
A/CD/W6"
BLO
CKRE
TAIN
ING
WAL
L
R/R TIERETAININGWALL
ROCKRETAINING
WALL
A/CD/W
WM
12" TREE
24" TREE
8" B
LOC
K W
ALL
CHA
IN LI
NK FE
NCE
EP
WW
W
SS
SS
SS
SS
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH
OH
OH
W
W
W W W
W
SMH
SS
SS
SSSS
SS SSSS
SSSS
SSFD. NAIL AND TAG,UP 4.1' ON TREE TRUNK
"SB COUNTY SURVEYOR"
10" S
S (P
P)
10" SS (PP)
10" SS (PP)
8" SS (PP)
SS (PP)
8" A
C (P
P)
6" AC (PP)
8" PVC (PP)
8" PVC (PP)W CAP (PP)
GG
G4"
GA
S (P
P)
4" GAS (PP)
4" GAS (PP)
G
G
G
G G G G G G
A/C GUTTERCATALINA ROAD
ELM
STR
EET
COUGAR ROAD
R/W
R/W
R/W
R/W
R/W R/W
R/WSONOMA DRIVE
LIMIT OF GRADING3
LIMIT OF GRADING
EXISTING HEADWALLPROTECT IN PLACE
5
3
12
11
4
2
2
9
10
LIMIT OF GRADING
13
15
8
1
7
6
55
9
14
LIMIT OF GRADING
XX
XXX
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
0 feet40
1"=20'
20 60
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
DEMOLITION PLAN
DM-1.01
JDG
JDG
WW
W
SS
SS
SS
SS
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH
OH
OH
W
W
W W W
W
SS
SS
SSSS
SS SSSS
SSSS
SS
GG
G
G
G
G
G G G G G G
STOP
STOP
CATALINA ROAD
ELM
STR
EET
COUGAR ROAD
SONOMA DRIVER/W
R/W
R/W
R/W
R/W R/W
R/W
(±6845.57 TC)(±6844.90 FL)
6845.52 TC6844.85 FL
6845.15 TC6844.49 FL
6847.05 TC6846.55 FL
6845.55 TC6844.88 FL
6845.52BOW
6845.50BOW
6845.10BOW
6845.38BOW
6845.60BOW
6847.06BOW
6847.75 TC6847.25 FL
6849.83 TC6849.33 FL 6851.89 TC
6851.39 FL
6852.30 TC6851.80 FL
6852.50 TC6852.00 FL
(±6853.61 TC)(±6853.11 FL)
(±6845.95 TC)(±6845.45 FL)
(±6844.26 TC)(±6843.76 FL)
6845.27 TC6844.77 FL
1.5%
1.7%
1.5%
1.5%
1.5%
2.0%
5.0%
3.1%
3.2%
1.3%
6845 6850
685568
46
68476848
6849 6851
6852 6853
6854
6856
6840
6845
684168426843
6844
6846
6846
6850
6847
6848
6849
6851
6852
2.6%
1.2%
2.3%
6846
6852
1.5%
6846.28 TC6846.28 FL
1.5%
(±6844.71 TC)(±6844.21 FL)
(±6844.99 TC)(±6844.49 FL)
1.5% 6845.47 BOW6844.10 FL
1.2%
2.1%
EXISTING DIRT LOT SEE DETAIL ONRIGHT FOR CURBRAMP GRADING
LIMIT OF GRADING
LEGENDSAWCUT
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED 2" AC PAVEMENT GRIND & OVERLAY
PROPOSED AC PAVEMENT
PROPOSED PCC PAVEMENT [4" PCC ON 4" CL II AB]
6749675067496750
OH
OH
OH OH OH
W
W W
SSSS
SS
SS SS
GG
G
STOP
6846.65 TC6846.65 FL
6847.05 TC6846.55 FL
6847.06BOW
6846.98BOW
6846.85BOW
6847.75 TC6847.25 FL
1.5%
6846.92TR
6846.78TR
6847
6848
2.6%
1.0%
8.1%
1.5%
6846.28 TC6846.28 FL
2.8%
6846.70 TC6846.20 FL
1.6% 6846.85BOW
6846.89BOW
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
0 feet40
1"=20'
20 60
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
GR-1.01
GRADING & DRAINAGE PLAN
JDG
JDG
CURB RAMP DETAIL1" = 10'
A
STOP
STOP
EXISTING DIRT LOT
CATALINA ROAD
ELM
STR
EET
COUGAR ROAD
SONOMA DRIVER/W
R/W
R/W
R/W
R/W R/W
R/W
6845 6850
685568
46
68476848
6849 6851
6852 6853
6854
6856
6840
6845
684168426843
6844
6846
6846
6850
6847
6848
6849
6851
6852
8'
10'
20' FLUSHCURB CUT
6846
3' CURBTRANSITION
3' CURBTRANSITION
6852
13.4
'
12'
8" C
URB
6" C
URB
R=109.91'L=22.70'
Δ=11°50'07"
N74°10'41"W 65.03'
12'
N72°12'03"W 36.55'
R=156.17' L=42.31' Δ=15°31'27"N79°08'24"W 59.96'
R=542.45' L=95.27' Δ=10°03'47" N89°25'03"W 66.66' N89°25'03"W 65.45'
12'
N71°29'03"W 31.69'
R=15.00'L=18.60'Δ=71°03'16"
N0°25'47"W 4.98'
1
2
2
3
7
8
9
9
12
13
910
9
14
15
11
5
39LIMIT OF GRADING
6
4
13.5'
13.5'
S89°25'03"E 35.74'
R=554.00'L=48.28'
Δ=4°59'34"
R=20.00'L=33.73'
Δ=96°37'30"
N1°03'00"W
111.48'
5.3'
CUR
BTR
AN
SITIO
N
12.3'
11.5
'11
.5'
11.7
'
11.7
'
1
2
3
4
56
7
8
9
10
1112
13
1415
1617
18
1920
R=20.01'L=27.59'
Δ=79°00'02"R=20.00'L=21.05'
Δ=60°18'12"
16
LEGENDSAWCUT
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED 2" AC PAVEMENT GRIND & OVERLAY
PROPOSED AC PAVEMENT
PROPOSED PCC PAVEMENT [4" PCC ON 4" CL II AB]
6749675067496750
NO. DESCRIPTION UNIT QTY.CONSTRUCT VERTICAL CURB A1-6 PER SPPWC DETAIL120-2, SHEET DT-1.01CONSTRUCT CURB & GUTTER A3-6 PER SPPWC DETAIL120-2, SHEET DT-1.01CONSTRUCT AC CONFORM PER CASE 1 PER SPPWCDETAIL 133-3, SHEET DT-1.01. AC DEPTH T IS 8".CONSTRUCT 2" AC GRIND AND OVERLAY PER SPPWCDETAIL 133-3, SHEET DT-1.01
CONSTRUCT CONCRETE SIDEWALK. 4" PCC ON 4" CL IIAB. SEE PLANS FOR DIMENSIONS.
CONSTRUCT CURB RAMP TYPE-1 PER SPPWC DETAIL111-5, SHEET DT-1.01RELOCATE EX. STREET SIGN PER SPPWC DETAIL 180-0,SHEET DT-1.02
REMOVE EX. FIRE HYDRANT & BOLLARD ASSEMBLY.PLUG & ABANDON VALVE.
INSTALL 4" DOUBLE YELLOW STRIPING DETAIL-21 PERSPPWC DETAIL 170-0, SHEET DT-1.02INSTALL 12" WHITE STOP LINE STRIPING AND STOPLETTERING PER SPPWC DETAIL 171-0 & 172-0, SHEETDT-1.02INSTALL NEW STOP SIGN R1-1 PER SPPWC DETAIL 172-0,SHEET DT-1.02INSTALL WHITE BASIC CROSSWALK STRIPING PERCALTRANS DETAIL A24F, SHEET DT-1.02INSTALL 36" PARKWAY DRAIN INLET TYPE 2 PER SPPWCDETAIL 151-2, SHEET DT-1.01RELOCATE EX. STOP SIGN R1-1 PER SPPWC DETAIL 172-0,SHEET DT-1.02RELOCATE EXISTING STREET SIGNS ABOVE ADJACENTSTOP SIGN AND EXISTING "NO PARKING" SIGN TOBELOW ADJACENT STOP SIGN.INSTALL TYPE "A" DECK DRAIN PER CALTRANS DETAILB7-5, SHEET DT-1.02
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Point Table
Point #
1
2
3
4
5
6
7
8
9
10
Raw Description
FACE OF CURB
FACE OF CURB
STRIPE CL
STRIPE CL
STRIPE CL
STRIPE CL
SIGN
FACE OF CURB
FACE OF CURB
TOP OF RAMP
Northing
20356.8793
20330.4413
20368.3227
20346.0746
20333.9750
20333.5684
20320.0813
20280.0653
20325.5038
20309.5359
Easting
49913.0368
49996.5235
49919.2540
50008.6864
50205.1324
50245.1303
50197.7068
50216.3818
50064.7209
50048.7033
Point Table
Point #
11
12
13
14
15
16
17
18
19
20
Raw Description
TOP OF RAMP
FACE OF CURB
BACK OF WALK
BACK OF WALK
BACK OF WALK
BACK OF WALK
FACE OF CURB
DRAIN CL
STRIPE CL
STRIPE CL
Northing
20299.5376
20305.2319
20314.6084
20258.4131
20253.0803
20193.9158
20193.7662
20205.2838
20338.3671
20334.4833
Easting
50048.8866
50042.7812
50052.6110
50053.6410
50051.7384
50052.8228
50044.6641
50044.6131
50057.1842
50155.1268
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
0 feet40
1"=20'
20 60
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
HC-1.01
HORIZONTAL CONTROL PLAN
JDG
JDG
STOP
STOP
6840
6840
6845
6845
6845
6845
6845
6845
6850
6855
6855
6860
GG
G
G
G
G
G G G G G G
3
EXISTING DIRT LOT
CATALINA ROAD
ELM
STR
EET
COUGAR ROAD
SONOMA DRIVER/W
R/W
R/W
R/W
R/W R/W
R/W
4
4
2
2
2
22
1
1
6850
6848 6849 6851 6852
4
6852
67
6846
6847
LEGENDINLET PROTECTION
FIBER ROLLS
EXISTING CONTOURS
PROPOSED CONTOURS
6749675067496750
NO. DESCRIPTION UNIT QTY.
INSTALL FIBER ROLLS PER DETAIL SE-5, SHEET EC-1.02
INSTALL STORM DRAIN INLET PROTECTION PER DETAILSE-10, SHEET EC-1.02INSTALL CONCRETE WASTE WASHOUT (WATERPROOF)PER DETAIL WM-8, SHEET EC-1.02
STREET CLEANING AS NEEDED
STABILIZED CONSTRUCTION ENTRANCE PER DETAIL TC-1,SHEET EC-1.02
MATERIAL DELIVERY & STORAGE AREA
PORTABLE RESTROOM
1
2
3
4
5
6
7
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
0 feet40
1"=20'
20 60
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
EC-1.01
EROSION CONTROL PLAN
JDG
JDG
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
0 feet40
1"=20'
20 60
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
EC-1.02
EROSION CONTROL PLAN
FIBER ROLLS SE-5
STORM DRAIN INLET PROTECTION SE-10
CONCRETE WASTE MANAGEMENT WM-8
JDG
JDG
STORM DRAIN INLET PROTECTION SE-10STABILIZED CONSTRUCTION ENTRANCE TC-1
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
CONSTRUCTION DETAILS
DT-1.01
JDG
JDG
CITY OF BIG BEAR LAKE
COUGAR ROAD / SONOMA DRIVE INTERSECTION
SCALE:
AS SHOWN
WORK ORDER NO.
APPROVED BY
DATE
DATE
DATE65712WILLIAM F. STRAND
R.C.E. No.
PROJECT ENGINEER
OF
SHEET
DRAWING NO.
DRAWN BY:
CHECKED BY:
DESIGNED BY:
DATEREVISION DESCRIPTION BY
ROBERT HEARNE, P.E.
CITY ENGINEER
JANUARY 23, 2019
DATE: 01/23/2019
32332 Camino Capistrano., Ste. 205 ● San Juan Capistrano, CA 92675p: (949) 361-7950 ● f: (949) 361-7955
www.rrmdesign.coma California corporation ● Lenny Grant, Architect C26973 ● Jerry Michael, PE 36895, LS 6276 ● Jeff Ferber, LA 2844
WFS
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N9
0%
C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
CONSTRUCTION DETAILS
DT-1.02
JDG
JDG
SIGN POST FOOTINGN.T.S.
A
12" DIA. CONCRETE
FOOTING
2"X2" POST PER PLAN-EMBED
IN CONCRETE
ADJACENT SURFACE- REFER
TO CIVIL DRAWINGSLOPESLOPE
3'-0
"
0'-6
"
1'-0"
0'-6" 0'-6"
