Agenda packet — South Lake Tahoe City Council, May 2, 2023 (part 2 of 4)

FIT DRAIN INLET
DIA. PER PLAN
4 1
3 TYP 1
TYP
12" x 6" CONCRETE COLLAR

AROUND INLET FRAME / TOP
12"
NOTE: DIMENSIONS SHOWN ARE FOR
TYPICAL 36" DIA. BASE, ADJUST AS
REQUIRED FOR LARGER DIA. BASE
MIRAFI 140N FILTER FABRIC

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-3 Plot Stamp: 2/13/2023 4:11:04 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 3 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-3
50 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
213
D D/2 18" MIN.
1:2
A
D
B D 1:2 1:2
1:2
B
D 2.75xD
A 3D
NTS
3 D-3A

FLARED END SECTION & RIPRAP DISSIPATER
NTS
1 D-3A

STORM DIVERTER MANHOLE

PROPOSED CULVERT

PROPOSED ROAD/TRAIL

EXISTING GRADE
GENERAL NOTES:

1. DO NOT RAISE OUTLET ABOVE EXISTING GRADE OR DRAINAGE BED.

2. MINIMUM COVER OVER CULVERT SHALL BE 12 INCHES TO BOTTOM OF PAVEMENT STRUCTURAL SECTION OR GROUND SURFACE IN NON-PAVED AREAS.

3. CULVERT SHALL HAVE RIPRAP ON BOTH THE INLET AND OUTLET AS SHOWN.

4. SEE PLANS FOR INVERT ELEVATION INFORMATION.

5. ROCK REMOVAL (TRENCH) PAY LIMIT WILL BE LIMITED TO TRENCH LIMITS PER THIS DETAIL. ROCK REMOVED BEYOND THE TRENCH LIMITS ON THIS DETAIL SHALL NOT BE PAID. 2' MIN.
(TYP.) CL
12" 12" 6" 12"

PIPE BEDDING MATERIAL

SEE SPECIAL PROVISIONS

CULVERT, SEE PLANS FOR

DIAMETER AND MATERIAL

STRUCTURAL BACKFILL MATERIAL
(95% RELATIVE COMPACTION)

SEE SPECIAL PROVISIONS

EXISTING UNDISTURBED NATIVE SOIL
NATIVE FILL (90% RC IN NATURAL AREAS,
95% IN ROADWAY/STRUCTURAL AREAS),

SEE SPECIAL PROVISIONS

EXISTING GRADE
CULVERT OUTLET: PLACE RIPRAP TO TOP OF
PIPE. COVER ENTIRE EXPOSED AREA OF PIPE.

FLARED END

SECTION
A
A'
TOP OF
BANK 12" MIN

SURFACE TREATMENT PER PLAN
3:1 MAX (TYP) OR PER PLAN

PROFILE

SECTION A-A

PIPE DIAMETER, SEE PLANS

PIPE DIAMETER, SEE
PLANS
NTS
2 D-3A

CULVERT SECTION
3 D-3A

SECTION A-A

PLAN SECTION B-B
NOTES:

1. FLARED END SECTION INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. DIMENSIONS SHOWN ARE GENERAL AND SHOULD BE
CONSIDERED MINIMUMS. REFER TO PLAN SHEETS FOR FINAL
DIMENSIONS, AREA AND SHAPE. VARIES
NTS
4 D-3A

OVERFLOW WEIR

SECTION A-A
12"
4'*
1 3

SECTION C-C THROUGH CREST OF WEIR
12"

PER PLAN
2 1 1
2 0.5'
MIN

PER PLAN
* WIDTH AND DEPTH OF WEIR TOP SHALL BE

AS SHOWN ON THE PLAN SHEETS AND/OR AS

DIRECTED BY ENGINEER
** SLOPE SHALL MATCH GRADING PER PLAN SHEETS
1'
1'
1'
1'
1'
1'
1'
1'

FLARED END

SECTION
3 D-3A
2 MATCH EG
1 PLAN VIEW
C
C
A
A

TOP OF BASIN,

SEE PLAN SHEETS

RIP RAP SPILLWAY
6"-12" ANGULAR ROCK

MATCH EXISTING OR

PROPOSED GROUND

SURFACE

FILTER FABRIC,

SEE SPECIAL PROVISIONS

KEY IN FILTER FABRIC

MATCH EG

MATCH EG
INVERT

WEIR OUTLET,

SEE PLANS FOR WEIR

CREST ELEVATIONS

SPILLWAY

KEY IN FILTER FABRIC
(1' IN ALL DIRECTIONS),
(TYP.)

NATIVE EARTH

SEE SPECIAL PROVISIONS FOR SUBGRADE

COMPACTION REQUIREMENTS

KEY IN FILTER FABRIC

FILTER FABRIC,

SEE SPECIAL PROVISIONS

ROCK WEIR

SPILLWAY

FLARED END SECTION SHALL NOT

BE EXPOSED COVER W/ RIP RAP

FLARED END SECTION

RIP RAP SLOPE

PROTECTION

GEOTEXTILE FILTER FABRIC

WITH UV PROTECTION

FLARED END

SECTION

CULVERT PIPE

ANNULAR BAND
SKIRT

FINISHED GRADE FLARED END SECTION SHALL

NOT BE EXPOSED COVER W/

RIP RAP

FLARED END SECTION ,

MATCH PIPE MATERIAL

RIP RAP DISSIPATER
D50=12" ANGULAR ROCK

GEOTEXTILE FILTER FABRIC

WITH UV PROTECTION

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-3A Plot Stamp: 2/13/2023 4:11:08 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 3A TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-3A
51 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
214
6' TRANS. TO V. CF

SEE ISOMETRIC VIEW

AND DETAIL
6"
6' TRANS. TO V. CF

SEE ISOMETRIC VIEW

AND DETAIL
(PAY LIMIT, SEE NOTE 9)
6' TRANS TO V CF

SEE ISOMETRIC VIEW

SEE DETAIL
(PAY LIMIT, SEE NOTE 9)

FLOWLINE

VARIES,
SEE
PLANS

INLET/OUTLET PIPE, MATERIAL AND

IE PER PLAN (TYP)
54 1/2"
(66 1/2"SUMP CONDITION)
69 1/2"
(81 1/2" SUMP CONDITION) 10" CONCRETE

BEHIND CURB
A A
12"
1"
10"
6" (TYP)
12"
6"
41 1/2"
FRAME,

SEE DETAIL

CONCRETE BEHIND

CURB (TYP)
6"
6' TRANS. TO V. CF

SEE ISOMETRIC VIEW

AND DETAIL
2 3/4"
(TYP 2
SIDES)
7 1/2"

TBC PER PLAN
8"
12"
12"
C&G
(TYP)
3/4" DRAIN ROCK

SEE SPECIAL PROVISIONS
8"
12"
12"
3/4" DRAIN ROCK

SEE SPECIAL PROVISIONS
AB 4"
2" SEE NOTE B
PROLONGATION OF 6" CF 6" TOP

OF CURB
18" X 41 1/2"

GRATE FRAME

ROLLED C&G (SUPERIMPOSED FOR CLARITY)

TG PER PLAN
2' MIN

CAST IN
PLACE

STEEL PLATE HOOD,

SEE SPECIAL PROVISIONS

FRAME AND GRATE
SLOPE CONCRETE @ 1:1

PRECAST OR

CAST IN PLACE
(SEE NOTE 7)

INLET/OUTLET PIPE, IE PER PLAN
C
C
B
B
7 1/2"
SLOPE CONCRETE @ 1:1

STEEL PLATE HOOD,

SEE SPECIAL PROVISIONS
6 5/16"
1/2" R
6"
2' MIN

CAST IN
PLACE
SLOPE CONCRETE @
1:1 (SEE SECTION
A-A AND NOTE 1)
DI BOX

STEEL PLATE HOOD,

SEE SPECIAL PROVISIONS
NOTE: FRAME AND GRATE
NOT SHOWN FOR CLARITY.
23 11/16"

NATIVE UNDISTURBED EARTH

ENTIRE BACKFILL WITH AB
COMPACTION TO 95% RC.

SEE SPECIAL PROVISIONS

ENTIRE BACKFILL WITH AB
COMPACTED TO 95% RC

SEE SPECIAL PROVISIONS
2' SUMP

DRAINAGE INLET IE PER PLAN
2 D-4
1 D-6

FILTER FABRIC SEE

SPECIAL PROVISIONS

FILTER FABRIC

SEE SPECIAL PROVISIONS
18" OF 3/8" CHAIN WELDED TO

FRAME AND GRATE
DRAINAGE INLET NOTES:

1. THE 1:1 SLOPED CONCRETE SECTION IS TO BE POSITIONED ON THE UP SLOPE SIDE OF THE DRAINAGE INLET. AT SAG LOCATIONS THE 1:1 SLOPED CONCRETE SECTION IS TO BE ON BOTH SIDES OF THE DRAINAGE INLET.

2. DEPRESS GUTTER FLOWLINE FROM 3 5/8" TO 6", AS MEASURED FROM TBC, PER 6' CURB TRANSITION DETAIL.

3. FLOOR OF THE DRAINAGE INLET SHALL BE PLACED PRIOR TO OR AT THE SAME TIME AS THE SIDE WALLS, OR TIED WITH REBAR.

4. FRAME AND GRATE SHALL CONFORM TO THE FRAME AND GRATE DETAIL ON THE PLANS, SEE SPECIAL PROVISIONS.

5. DRAINAGE INLET HOOD SHALL BE 1/2" MINIMUM THICKNESS STEEL PLATE.

6. WALL REINFORCING (NOT SHOWN) SHALL BE #4 BARS @ 18" OC EACH WAY, PLACED 1 1/2" CLEAR FROM INSIDE OF BOX. INLET BOTTOM REINFORCING NOT REQUIRED EXCEPT AS NOTED IN NOTE 3, ABOVE.

7. A PRECAST UNIT WITH CAST-IN-PLACE TOP SECTION TO RECEIVE GRATE, FRAME AND HOOD WILL BE AN ACCEPTABLE ALTERNATIVE TO CAST-IN-PLACE UNITS. DRAINAGE INLETS THAT ARE ENTIRELY PRECAST ARE NOT ACCEPTABLE. CAST-IN-PLACE TOP SECTIONS SHALL BE DOWLED INTO THE CURB AND GUTTER WITH 3-#4 BARS, 18" LONG, ON EACH SIDE OF DRAINAGE INLET.

8. TOP 1' OF DI SHALL BE CAST IN PLACE. NO PRE-CAST DI TOP SECTION ARE ALLOWED.

9. PAY LIMIT PER EACH DRAINAGE INLET UNIT INCLUDES THE 6-FT CURB TRANSITION ON EACH SIDE. SEE DETAIL 2/D-4 FOR ADDITIONAL INFORMATION.
2 D-4
2 D-4
C&G (TYP.)
1 D-6
3 D-4
3 D-4
NOTE:

A. IN ORDER FOR PROPER INSTALLATION OF DETAIL
A SUMP MAY BE REQUIRED. CONTRACTOR TO

COORDINATE WITH THE PRECAST
MANUFACTURER.

B. PLACE AC 3/8" ABOVE ADJACENT CONCRETE.

NTS
1 D-4
DRAINAGE INLET TYPE 3
2" LIP TO FL
6"
10"
6"
4 3/8" LIP TO FL

CONCRETE BEHIND DI,

SEE DI DETAIL

PROPOSED DI

SEE DETAIL

WARP BATTER TO MATCH

DI HOOD

TBC TO REMAIN

AT UNIFORM

GRADE PER
PLANS

EXPANSION JOINT IF

CONSTRUCTED AS A
COLD JOINT, PLACE 3
#4 X 24" BARS (TYP),

SEE SPECIAL

PROVISIONS

C&G TO DI

BASE PREPARATIONS SAME AS
CURB AND GUTTER.

SEE DETAIL
1 D-7
1 D-4
NTS
2 D-4

CURB TRANSITION
(CURB AND GUTTER TO DRAINAGE INLET)
1 D-4
A
A
THIRD INTERNAL BEARING BAR.

ON OUTSIDE BEARING BARS AND ON EVERY
3/16 FILLET WELD FULL DEPTH EACH SIDE
3/8" DIA.

LONGITUDINAL SECTION
(THRU FRAME AND GRATE)
3' 5 3/8"
3' 4"
2 1/2" 3 1/2"
6"
4"
L 4"x3"x1/4" 3 1/2"
1/2" ANCHORS
1/4"
(THRU FRAME)

CROSS SECTION
3/16
2"
6"
4" MIN
6" MAXC TO C SPACING CROSS BARS @ 4"
3'-4"
6" MAX
4" MIN
1 7/8"

SECTION B-B
7/16"
B B
1' 11 5/8"
NOTE:

TYPE 24-13 GRATE (WELDED STEEL) BEARING BARS TO
BE 3-1/2" X 1/4" BARS ON 1-7/8" CENTERS. 3/8" DIA.

CROSS BARS MAY BE FILLET WELDED RESISTANCE WELDED
OR ELECTROFORGED TO BEARING BARS.

WEIGHT OF 24" GRATE = 141 LBS.

NTS
3 D-4

STORM DRAIN INLET GRATE
3'

CURVE LIMIT
30" MIN
.25" FLAT

WALL STRUCTURE
8"

41.03"
25"

19.5"
16"
T0P BACK OF CURB
(PAY LIMIT, SEE NOTE)
10" FLOWLINE
VARIES
10"

FRAME & GRATE
A.B.
2% SLOPE
A.C.
6" MIN
(CURB LIP NOT SHOWN)
#4 REBAR ON 12" CENTERS
PLACE 2" CLEAR OF SURFACES
6" min
7"
25" 8"
10"
2"
4"

5.5"

5.5"
2-2" WEEP HOLES

ADJACENT CURB & GUTTER
6" 36" 6"
8"
24"-36"
2-2" WEEP HOLES
(PAY LIMIT, SEE NOTE)
4"

5.5"

FLOWLINE
5"
5"
VARIES
8"
24"-36"
2" WEEP HOLES
(BACKWALL)
#4 REBAR ON 12"

CENTERS PLACED
2" CLEAR OF SURFACES
2" WEEP HOLES
(FRONT WALL)

TOP BACK

OF CURB

41.03"

BACK OF

GRATE ELEV

PIPES CUT FLUSH AND

GROUTED WITH

NON-SHRINK GROUT
*TOP 1' OF CATCH BASIN TO BE CAST IN PLACE WITH CURB AND GUTTER *CATCH BASIN SHALL BE BACKFILLED WITH 1' MIN THICKNESS OF 3/4" DRAIN ROCK

RIM ELEVATION

STAKING LOCATION

CENTER OF INLET
3 D-4
1 D-6
NTS
4 D-4
DRAINAGE INLET, TYPE 4

SECTION A-A

PLAN VIEW

SIDE VIEW FRONT VIEW
(SIM.)
6' TYP EA SIDE

FROM OUTSIDE

WALL OF DI BOX
(WALL NOT SHOWN)
VARIES

SEE DI DETAIL
NOTE:

PAY LIMIT PER EACH DRAINAGE INLET UNIT INCLUDES
THE 6-FT CURB TRANSITION ON EACH SIDE. SEE
DETAIL 2/D-4 FOR ADDITIONAL INFORMATION.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-4 Plot Stamp: 2/13/2023 4:11:13 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 4 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-4
52 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
215

4.5' 4.5' 4.5' 2.0'
6" O.C. 6"
4" 6"4" 2-1/2"
1-1/2" 3"
B
A
B
A
PLAN

SECTION B-B
B
B
SLOPE = 2.0%
SECTION A-A 6"
SLOPE = 1.0%
14' 12" 18"
2 1 2' 2" MIN.

GRATE HINGE DETAIL GRATE LOCK DETAIL
NTS
1 D-5

BASIN OUTLET STRUCTURE

GRATE LOCK,

SEE DETAIL BELOW
CONTRACTOR TO PROVIDE "MASTER"
LOCK.

ENGINEER WILL PROVIDE KEY #
8" Ø PVC INLET PIPE (SDR 26)

SEE SECTION A-A

OUTLET PIPE, SIZE AND TYPE

VARIES, AS SHOWN ON PLANS
GRATE HINGE (2),

SEE DETAIL BELOW
JENSEN 4848-HDI

PRECAST CONCRETE DRAIN INLET

OR APPROVED EQUAL,
MODIFIED AS SHOWN.

STEEL GRATE, SHOP FABRICATED
FROM 1" STEEL PIPE, COLORED PER

SPECIAL PROVISIONS

SHOP FABRICATED STEEL GRATE,

COLORED PER SPECIAL PROVISIONS

BASIN FINISH GRADE

AS SHOWN ON PLANS
AB COMPACTED TO 95% R.C.
(6" THICK) SUBGRADE COMPACTED
TO 90% R.C.

CONCRETE OUTLET

STRUCTURE
1/2" ANCHOR BOLT

HINGE PLATE
3" STEEL PIPE HALF SECTION,

WELDED TO HINGE PLATE
1" DIA STEEL PIPE
GRATE
1" DIA STEEL PIPE,

HINGE MUST BE FABRICATED

AROUND GRATE PIPE
1/2" DRILL HOLE FOR

CONNECTION TO OUTLET

STRUCTURE
SUBGRADE COMPACTED TO 90% R.C.

AB COMPACTED TO 95% R.C.,

SEE SPECIAL PROVISIONS

IE PER PLAN

OUTLET PIPE,

SIZE AND TYPE VARIES,

AS SHOWN ON PLANS

BASIN FINISH GRADE

AS SHOWN ON PLANS

GRATE HINGE

SHOP FABRICATED STEEL GRATE,

COLORED PER SPECIAL PROVISIONS

WEIR ELEV

AS SHOWN ON PLANS

FINISH GRADE OF

BASIN PER PLANS
8" DOME LOCKING

GRATE ASSEMBLY,
NYLOPLAST 0899CGDL, OR APPROVED EQUAL.

PERFORATED PVC

RISER PIPE

EXACT LOCATION

AS DIRECTED BY

ENGINEER
18" Ø PERF. CMP PIPE

BASIN BOTTOM
(FINISH GRADE)

PER PLAN
20' TO 30' (AS DIRECTED BY
ENGINEER) OF 8" Ø PVC
PIPE (SDR 26)
90° ELBOW,
PVC, SDR 26
3" TO 6" ANGULAR ROCK. LOCATION

AND EXTENTS OF ROCK SHALL BE AS
SHOWN ON PLANS AND PROFILES.
1/2" DRILL HOLE FOR

CONNECTION TO OUTLET

STRUCTURE
1/2" DRILL HOLE

FOR LOCK
1" DIA STEEL PIPE
1" DIA STEEL PIPE WITH

COLLAR PLATE

WELDED FOR LOCK

CONNECTION
1/2" ANCHOR BOLT

CONCRETE OUTLET
STRUCTURE 1'

OUTLET STRUCTURE
WALL 1' MIN
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE

PIPE, SIZE AND TYPE

VARIES, AS SHOWN
ON PLANS 3" MAX BETWEEN PIPE AND STRUCTURE WALL
NTS
2 D-5

CONCRETE COLLAR
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE
2 D-5
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE
1' MIN1' MIN 12" MIN COVER OVER PIPE
4" MIN

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-5 Plot Stamp: 2/13/2023 4:11:17 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 5 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-5
53 FEB 2023
BT

IT / JD

JD / BM
E320400600 CONSTRUCTION SET
4/11/22
06/30/23
216
2%-4%
ASPHALT CONCRETE (4" THICK)
3/4" CLASS 2 AGGREGATE BASE
(8" THICK) COMPACTED TO 95%
R.C.

NTS
4 D-6

AC ROADWAY SECTION

ROLLED CURB & GUTTER

WITH TIE-IN PAVEMENT
9-5
8"
16" 10"

VERTICAL BATTERED CURB & GUTTER
10"
16"
6"
12"
R=1/2"
3 8" PLACE AC 3
8" ABOVE

ADJACENT

CONCRETE FOR ALL

TYPES OF CURB &

GUTTER (TYP)
3"
6"
R=2"
R=1/2"
R=1/2"
R=16"

1. CONCRETE SHALL BE 7 SACK MIX AND SHALL
CONFORM TO SECTION 90 OF THE CALTRANS
STANDARD SPECIFICATIONS WITH 6% AIR
ENTRAINMENT. CEMENT CONTENT SHALL NOT BE
LESS THAN 658 LBS PER CY.

2. THE MATERIALS AND METHOD OF PLACING SHALL
CONFORM TO SECTION 73 OF THE CALTRANS
STANDARD SPECIFICATIONS.

3. CONCRETE SHALL HAVE A LIGHT BROOM FINISH
RUNNING PARALLEL WITH THE FLOWLINE.

4. CONCRETE SHALL BE SPRAYED UNIFORMLY WITH

A CLEAR PIGMENTED CURING COMPOUND
IMMEDIATELY FOLLOWING BROOM FINISHING. THE

MATERIAL, METHOD, AND RATE OF APPLICATION
SHALL CONFORM TO SPECIAL PROVISIONS.

5. ALL BASE MATERIAL SHALL BE COMPACTED AND

TESTED BY THE CITY OR BY A THIRD PARTY

INSPECTOR AT THE CITY'S DISCRETION PRIOR TO
CONCRETE POUR. NOTIFY THE CITY AT LEAST 24
HRS PRIOR TO POUR.

6. CONTRACTOR SHALL CONTACT INSPECTOR FOR

SCHEDULING CURB STRINGLINE INSPECTION AT
LEAST 24 HRS PRIOR TO CONCRETE POUR.

7. ALL FLOWLINES SHALL BE WATER TESTED
BEFORE ACCEPTANCE FOR PAYMENT.

CONTRACTOR SHALL CONTACT INSPECTOR TO
SCHEDULE WATER TESTING.

8. LOCATE 2" DEEP TRANSVERSE SCORES AT 10'
INTERVALS IN CURB AND GUTTERS. INSTALL
EXPANSION JOINTS AT 30' INTERVALS AND AT ALL
COLD JOINTS.

9. NO WASHOUT OF TRUCKS AND/OR EQUIPMENT

WILL BE ALLOWED ON SITE UNLESS A BASIN IS
PROVIDED AND APPROVED BY THE INSPECTOR.

10. CONTRACTOR MUST TRENCH PLATE ALL
DRIVEWAYS FOR 72 HOURS AFTER CONCRETE
POUR.

11. CITY HAS THE RIGHT TO REJECT CURB FOR

NON-CONFORMANCE AND/OR POST
CONSTRUCTION DAMAGE.

12. CONTRACTOR IS RESPONSIBLE FOR ALL

TEMPORARY BMPS, AC CUTS AND REPLACEMENT,

REVEGETATION AND ALL OTHER INCIDENTALS
ASSOCIATED WITH CURB INSTALLATION.

R=1/2" SAWCUT

DISTANCE VARIES ROW TO CENTERLINE
AGGREGATE BASE, 8"
THICK, COMPACT TO 95%

RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
4" THICK ASPHALT
CONCRETE (2 LIFTS)

EXISTING
AC

FOG SEAL
2' BEYOND SAWCUT
4' MIN

TIE-IN PAVEMENT

DISTANCE VARIES - TBC TO CL

SLOPE, SEE

GRADING PLANS
MIN 8" SCARIFIED

SUB-BASE COMPACTED TO
90% RELATIVE

COMPACTION
05/01/09
NOT
TO
SCALE

STANDARD

DRAWING

ENGINEERING DEPARTMENT
City of South Lake Tahoe
APPROVED BY:

CITY ENGINEER

CURB & GUTTER

VERTICAL BATTERED & ROLLED
SD04
2"
7-5/8"
TYP

SAME SUB-BASE

REQUIREMENTS AS ROLLED

CURB AND GUTTER
NTS
1 D-6

CURB AND GUTTER VERTICAL BATTERED & ROLLED
5' MIN.

WIDTH VARIES PER PLAN

MATCH EXISTING

TYPICAL SECTION TOS MAINTAIN DEPTH OF EXIST SWALE
NTS
6 D-6

ROADSIDE AC SWALE PROPOSED FLOWLINE

SAWCUT EXISTING AC IN STRAIGHT LINES,

REMOVE AND REPLACE EXISTING AC

SWALE AS REQUIRED

EXISTING AC
AC, 3" MIN THICKNESS
8" DEPTH CLASS 2 AB COMPACTED
TO 95% RELATIVE COMPACTION
SCARIFY 6" MIN & RECOMPACT TO 90%

RELATIVE COMPACTION

REVEGETATE WHERE DISTURBED BY

CONSTRUCTION ACTIVITY

EXISTING AC WHERE APPLICABLE
SAWCUT EXISTING AC @ EDGE OF D/W
& TOP OF SWALE (TOS). STRAIGHT

LINES AS REQUIRED APPLICABLE
GRIND/MILL 1.5" OF EX. PAVEMENT
SURFACE (TYP.),
SEE NOTE 1.
8" AGGREGATE BASE, COMPACTED TO
95% RELATIVE COMPACTION. SEE

SPECIAL PROVISIONS
STRUCTURAL BACKFILL. COMPACT TO 95%
RELATIVE COMPACTION.

SEE SPECIAL PROVISIONS.

EX. PAVEMENT AND STRUCTURAL

SECTION
NOTE:

1. GRIND/MILL EXISTING PAVEMENT SURFACE MINIMUM 1.5" DEPTH OR TOP LIFT; AND MINIMUM OF 2 FOOT BEYOND AC TIE-IN JOINT. 4" THICK ASPHALT CONCRETE (2

LIFTS),

SEE SPECIAL PROVISIONS
2' (MIN)
NTS
3 D-6

T-PATCH
5 D-6

ROAD SHOULDER STABILIZATION - GRAVEL PAVERS
10"
12"
16"
12"
2'
26"
C C

FL TRANSITION
0" TO 10"

TBC TRANSITION
0" TO 3 5/8"
6"

ALL BASE PREPARATIONS SHALL BE

THE SAME AS ROLLED CURB AND
GUTTER.
1 D-6

SECTION C-C
1 D-6
PLAN - TYPE 1
1 D-6
NTS
2 D-6
CURB TRANSITION (TYPE 1 - CURB END TRANSITION)
1/2" PREMOLDED

EXPANSION JOINT (TYP),

SEE SPECIAL PROVISIONS
C&G
#4 BAR X
24" (3 EA)
C&G

NATIVE SOILS
8"
1/4" to 1/2"

1.0"
UNIFORMLY-GRADED 3/8"

CLEAN CRUSHED ANGULAR
STONE OR AASHTO #6

PROPOSED FINISHED GRADE
AC, 3
8" ABOVE

CONCRETE EDGING EXISTING
GRADE

NATIVE SOILS
AASHTO #57 BASE ROCK

OR CALTRANS EQUIVALENT

FILTER FABRIC

NDS EZ ROLL GRAVEL PAVER, OR APPROVED
EQUAL (STOCK ROLL SIZE: 4' W x 150' L)
STAKE
(40 PER ROLL)
#4 LONGINTUDINAL REBAR
4" X 12" CONC. EDGING
1" MIN. CLEARANCE
R = 1
2"
4' (TYP.)
2% MIN.

OR MATCH ROAD SLOPE

COMPACTED NATIVE SOILS,
90% R.C.

NOTE: INSTALL GRAVEL PAVERS PER

MANUFACTURER'S RECOMMENDATIONS

SAW CUT AND PATCH EXISTING AC

TO PROVIDE CLEAN EDGE FOR
CONC. EDGING (MIN. 3' WIDTH)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-6 Plot Stamp: 2/13/2023 4:11:20 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 6 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-6
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1:2 1:2 1:2
1:2
PLAN

FLARED END

SECTION
CULVERT PIPE 3
D-3A
3' WIDE ROCK
LINED SWALE 3
D-1

ROCK DISSIPATOR
INSTALL ROCK LINED SWALE SECTION.

WARP SIDE SLOPES AS REQUIRED TO
TRANSITION TO SWALE WIDTH (3')

WHERE SHOWN ON PLAN
(TYP.)
AS REQ'D.
10'±
NTS 1
D-7
FES TO ROCK LINED SWALE TRANSITION 1 2
6"
12" 12" 12" 1 2
3'
7'

SECTION A-A

PLAN VIEW
1" - 3" GRAVEL, HAND TAMPED

FLOW LINE OF CHANNEL

3.5'

3.5'
2:1 2:1 A A BB

SECTION B-B

1.5' 2' 2' 1.5'
7'
1" - 3" GRAVEL,

HAND TAMPED CL
FG EG
6"
NTS 2
D-7

GRAVEL CHECK DAM
FG
FLOW
FLOW

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-7 Plot Stamp: 2/13/2023 4:11:24 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 7 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-7
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8'
4'
NOTES:

1. SIGN POSTS SHALL BE 4”X6” DOUGLAS FIR

2. SIGN POSTS SHALL BE BURIED 4' MINIMUM INTO THE GROUND

3. SIGN POSTS SHALL HAVE A CONCRETE FOOTING ALL AROUND THE BURIED PORTION OF THE POSTS, 6” MINIMUM THICKNESS IN ALL

DIRECTIONS

4. CONCRETE SHALL BE 4,000 PSI IN CONFORMANCE WITH THE SPECIAL PROVISIONS

5. SIGN MATERIAL SHALL BE 1” ADX PLYWOOD BOARD PAINTED WITH ENAMEL, 2 COATS, OFF WHITE

6. ALL SIGN LOGOS WILL BE PROVIDED BY THE OWNER IN “.JPG” FORMAT TO THE CONTRACTOR

7. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

SIGN PLATE DETAIL

SIGN DETAIL

TOP VIEW
NOTES:

1. 7' MINIMUM ABOVE THE EDGE OF
TRAVELED WAY. FOR ROADWAY SIGNS,
FOR BIKE PATH SIGNS 2' OFF EDGE OF
BIKE PATH.

2. 7' ABOVE THE EDGE OF TRAVELED
WAY. FOR ROADWAY SIGNS, FOR BIKE
PATH AND DRIVEWAY SIGNS 4' ABOVE
EDGE OF BIKE PATH.

3. POSTS SHALL BE SET 6' TO 12'
FROM TRAVELED WAY (RURAL) OR 2'

FROM THE BACK OF A CURB OR DIKE
(URBAN).

4. 1/4" DIAMETER X 3" CARRIAGE BOLT
WITH 1/4" NUT, 5/16" DIAMETER HOLE.

5. 10/32" DIAMETER X 3/4" FLAT HEAD
MACHINE SCREW WITH 10/32" NUT, 3/8"
DIAMETER HOLE CENTERED ON PLATE.

6. LETTERING TO BE CENTERED.

7. POST SHALL BE A MINIMUM OF 1'
BEHIND SIDEWALK.

MECHANICALLY APPLIED DRY ADHESIVE
REFLECTIVE SHEETING (SCOTCHLITE ENG.

GRADE GREEN OR EQUAL) AND LETTERING
(SCOTCHCAL STYLE 605 SERIES B, WHITE,
UPPER CASE OR EQUAL). STREET NAME SIGN

SHALL BE GREEN BACKGROUND WITH WHITE
LETTERING.

SEE NOTE 2

STOP SIGN

WHERE REQUIRED
2" 4" 6"
R=
1 2" (TYP)

0.08" THICK ALUMINUM SIGN BLANK
SEE NOTE 1

COLOR PER SPECIAL

PROVISIONS
2"X2" SQUARE GALVANIZED,
12 GAGE, TUBULAR STEEL
WITH BREAKAWAY SYSTEM 2'
8" DIA., MIN
05/01/09
NOT
TO
SCALE

STANDARD

DRAWING

ENGINEERING DEPARTMENT
City of South Lake Tahoe
APPROVED BY:

CITY ENGINEER

STREET NAME & STOP SIGN
SD21
NTS
3 D-8

SIGN INSTALLATION
NTS
1 D-8

PROJECT SIGN
SEE NOTE 4
SEE NOTE 5
1/2"
1/2"
3"
NTS
2 D-8

OBJECT MARKER, TYPE A AND TYPE B
NOTE:

1. COORDINATE ROAD SIDE MARKER FACE PLATE SIZE, COLORS, AND LOCATIONS WITH THE CITY OF SOUTH LAKE TAHOE STREET MAINTENANCE DEPARTMENT PRIOR TO ORDERING MATERIALS AND CORING.

2. REFLECTIVE MARKERS USED ARE DG3 REFLECTIVE BLUE, YELLOW, AND WHITE.

3. 4" x 12" MARKER FACES USED TO MARK OBSTACLES AND TYPES OF CURB. 8" x 24" MARKER FACES USED TO MARK ALL DRAINAGE.

4. OBSTACLES AND CURBS ARE MARKED WITH WHITE AND WHEN BLUE IS ADDED TO THE FACE PLATE IT INDICATES THERE IS A VERTICAL CURB OR D CURB AS OPPOSED TO A ROLLED CURB.

5. ALL DRAINAGE IS MARKED WITH THE COLOR YELLOW, AND WHEN BLUE IS ADDED IT INDICATES THERE IS A VERTICAL CURB AT THE BACK OF THE INLET AS OPPOSED TO A ROLLED CURB OR FLUSH DRAIN. DRAINS ARE ALSO MARKED AT THE BOTTOM OF THE FACE PLATE WITH BLACK LETTERS TO DESCRIBE THE TYPE OF DRAINAGE, "D.I." IS A TYPICAL DROP INLET, "P" IS A PIPE INLET OR OUTLET, AND "D.W." IS A DRY WELL.

6. FIBERGLASS SNOW POLES ARE MARKED AS LISTED FOR MARKER PLATES. 18"
3" DIAMETER

CORE THRU AC

FOR U POST

INSTALLATION
3"
3" "U" POST
CURB &
GUTTER
60"
4"x12" OR 8"x24"

FACE PLATE
SEE NOTE 3
84"
1"

CARSONITE FIBERGLASS

SNOW POLE
SNOW
POLE

GROMMET
TYPE A

BACK OF CURB

SHARED USE

PATH/SIDEWALK
2" SQUEEZE AT

TOP OF MARKER
48"

CONNECT MARKER TO

BASE WITH MARKER

SOCKET AND BOLT
2' MIN SHARED USE PATH
1' SIDEWALK
WHITE 3" HIGH INTENSITY

REFLECTIVE SHEETING
GREEN 2.375" TUBULAR
MARKER

REACTIVE

SPRING UNIT

DRIVABLE BASE
2" X 2" X 18" 12 GAUGE

PERFORATED STEEL TUBING
TYPE B

BACK OF SHARED USED PATH/SIDEWALK

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-8 Plot Stamp: 2/13/2023 4:11:27 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 8 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-8
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DRAINAGE INLET OR SEDIMENT TRAP CONCENTRATED FLOW
3" TO 8" Ø ROCKS (USE FOR

CONCENTRATED FLOW)

POSTS FOR TEMPORARY

FILTER FENCE (APPROXIMATE LOCATION)
3'-0" Min
10'-0" Max

SECTION A-A

PLAN A A C

LINEAR SEDIMENT BARRIER
(FILTER FENCE SHOWN)

LINEAR SEDIMENT BARRIER
(TEMPORARY FILTER FENCE SHOWN)
NOTES:

1. SEE CALTRANS STANDARD PLAN T51
FOR TEMPORARY SILT FENCE.

2. DIMENSIONS MAY VARY TO FIT FIELD
CONDITIONS.

DRAINAGE INLET

STAPLE SHEET FLOW

SHEET FLOW

SHEET FLOW SHEET FLOW

SHEET FLOW

SHEET FLOW
6" x 6" TRENCH

EROSION CONTROL

BLANKET (SECURE WITH

STAPLES)

EROSION CONTROL

BLANKET
NOTES:

1. GRAVEL BAGS SHALL BE FILLED WITH WASHED CLEAN GRAVEL.

2. INTENDED FOR SHORT-TERM USE ONLY.

3. USE TO INHIBIT NON-STORMWATER SUCH AS DUST CONTROL WATERING FLOW.

4. ALLOW FOR PROPER MAINTENANCE AND CLEANUP.

5. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED.

6. SEE CALTRANS STANDARD DETAIL T62 FOR ADDITIONAL INFORMATION.

FLOW
FLOW

FLOW FLOW
EP

GRAVEL FILLED BAGS,
2 BAGS HIGH

SEE SPECIAL PROVISIONS
INLET

SPILLWAY,
1 BAG HIGH

ON GRADE
AT SAG

INLET EP
NTS 2
D-9

TEMPORARY DRAINAGE
INLET PROTECTION, TYPE 3
NTS 1
D-9

TEMPORARY DRAINAGE
INLET PROTECTION, TYPE 1

ELEVATION VIEW

PLAN VIEW
10'±
12'±

ANGLE WILL

VARY AS SHOWN

ON PLANS OR AS

DIRECTED BY ENGINEER
3'±
NTS
BUCK AND POLE FENCE 3
D-9
8"x8"x8" CONCRETE MASONRY UNIT, BURIED 6" BELOW GRADE.

SECURE #6 REBAR INTO MASONRY UNIT AND BOTH CELLS OF
CONCRETE MASONRY UNIT WITH CONCRETE.
#6 REBAR (TYP.)
JOIN FIVE (5) LOGS TOGETHER, EXTEND
REBAR THROUGH TOP LOG 24"± AND

BEND OVER TOWARD GROUND
6"± DIAMETER 12' PINE LOG (TYP.)
6"± DIAMETER 12' PINE LOG (TYP.)

GRAVEL FILLED BAGS,
2 BAGS HIGH

SEE SPECIAL

PROVISIONS

SPILLWAY,
1 BAG HIGH L
NTS 4
D-9

TEMPORARY DRAINAGE
INLET PROTECTION, TYPE 5
(SEDIMENT FILTER BAG)
NOTES:

1. SEE CALTRANS STANDARD DETAIL T64 FOR ADDITIONAL INFORMATION.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-9 Plot Stamp: 2/13/2023 4:11:32 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 9 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-9
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VARIES
SLOPE

INSTALL FIBER ROLL

NEAR SLOPE WHERE

IT TRANSITIONS INTO A
STEEPER SLOPE.

FIBER ROLL
D = 8"Ø MIN
1" X 2" X 24" (MIN) WOOD
STAKES. SEE NOTE 2
4" MIN

1.00'MIN
FIBER ROLL (8"Ø MIN)
1/4"Ø SISAL ROPE OR

EQUAL TIE-DOWN
SEE NOTE 2
30' MINIMUM

PROVIDE FULL WIDTH

OF INGRESS/EGRESS
AREA (20' MIN.) NOTES:

1. A STABILIZED CONSTRUCTION INGRESS AND EGRESS.

ENTRANCE IS REQUIRED AT ALL LOCATIONS CONSTRUCTION VEHICLES WILL BE ENTERING/LEAVING NON-PAVED SURFACES. SEE PLANS.

2. THE ENTRANCE SHALL BE PROPERLY GRADED TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.

3. THE ENTRANCE SHALL BE CONSTRUCTED ON LEVEL GROUND.

4. PERIODIC TOP DRESSING WITH ADDITIONAL STONE SHALL BE PROVIDED TO ENSURE THE INTEGRITY OF THE ENTRANCE DURING CONSTRUCTION.

5. THE ENTRANCE SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.

6. ROCK MATERIAL SHALL BE ADDED WHEN SURFACE VOIDS ARE NOT VISIBLE.

7. ALL SEDIMENT DEPOSITS ON PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY.

8. ALL MATERIALS SHALL BE REMOVED AT COMPLETION OF CONSTRUCTION AND AREAS REVEGETATED. SEE REVEGETATION PLANS AND SPECIAL PROVISIONS.

R=10'
R=10'

C/L OF EXISTING
AC ROADWAY (TYP.)

TOP EDGE OF EXISTING
AC ROADWAY (TYP.)
3"-6" ANGULAR ROCK
(12" THICK)

FILTER FABRIC SHALL BE

INSTALLED UNDER ALL

AREAS OF ENTRANCE
(ANGULAR ROCK)
EDGE SECTION (APPROX.) OF
EXISTING AC ROADWAY (TYP.) SLOPE
SAWCUT

EXISTING AC
VARIES

GRAVEL FILLED BAGS WRAPPED WITH

NON-WOVEN FILTER FABRIC OR WEIGHTED

COIR LOGS, SEE SPECIAL PROVISIONS AND
SWPPP

PROPOSED CURB AND GUTTER

OR PIPE TRENCH EXCAVATION SECTION

GRAVEL FILLED BAGS WRAPPED

WITH NON-WOVEN FILTER FABRIC OR

WEIGHTED COIR LOGS, SEE SPECIAL

PROVISIONS AND SWPPP
VARIES

SAW CUT

EXISTING AC
NOTE:

1. APPLY TO COMPACTED SURFACES SUCH AS
SUBGRADE FOR CONCRETE WORK AND AC PAVING.

DRIP LINE
METAL FENCE POSTS @ 8.00'(MAX) CC
LENGTH OF POST = 6.00' (MIN)
EMBEDDED DEPTH - 16" (MIN)

CONSTRUCTION LIMIT FENCE,

SEE SPECIAL PROVISIONS

WRAP CLF

AROUND TREE

UNDER WOOD
2"X4"X8' WOOD

BATTEN BOUND

TO TREE SEE

DETAIL 'A'

EXISTING TREE

1.5'

1.5'
2"X4"X8' WOOD BATTEN

STAPLE NAILED TO WOOD
BATTEN NOT IN TREE (3

TOTAL) PER WOOD BATTEN
1/4" STEEL CABLE OR
1/2"Ø NYLON ROPE

STRUNG THROUGH

STAPLES AND BOUND

TIGHTLY AROUND TREE

3.00'
48"
MIN

NOT AT DRIPLINE

AT DRIPLINE

DETAIL 'A'
NTS
2 NTS D-10
1 D-10

TEMPORARY CONSTRUCTION ENTRANCE
NTS
3 D-10

TEMPORARY CHECK DAM
NTS
4 D-10

TEMPORARY CONSTRUCTION LIMIT FENCE
NTS
5 D-10

TEMPORARY FIBER ROLL
NOTES: 1. INSTALL FENCE PANELS IN A LINEAR ALIGNMENT AS INDICATED ON THE PLANS.

2. GATES MAY BE PLACED AS NECESSARY BY THE CONTRACTOR.

3. PLACE GRAVEL BAGS ON PANEL STANDS FOR ADDED SUPPORT TO PREVENT BLOW DOWN IN WINDY CONDITIONS.

4. INSTALL "NO TRESPASSING" SIGNS ON EVERY OTHER FENCE PANEL.

5. PROVIDE MESH SCREENING AT ALL STAGING AREAS.
6'-8'
10'-12'
RAIL (TYP.)

CHAIN LINK
FENCE PANEL (TYP.)
EXISTING GROUND PANEL STAND (TYP.)

TEMPORARY CHAIN LINK FENCE
NOTES:

1. DETAIL DEPICTS A TREE PROTECTION APPLICATION, BUT THE MATERIAL

AND SPACING SHOWN ALSO APPLIES TO GENERAL USE FOR CONSTRUCTION LIMIT FENCE.

2. CLF SHALL BE 48" HIGH (MINIMUM).

3. FOR TREES WITH DRIPLINES THAT OVERHANG THE CONSTRUCTION AREAS,

THE LOCATION OF THE TREE PROTECTION FENCE SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER AND/OR TRPA AT PREGRADE MEETING.

NOTES:

1. INSTALL FIBER ROLL ALONG LEVEL CONTOUR.

2. SEE CALTRANS STANDARD DETAIL T56 FOR ADDITIONAL DETAILED INFORMATION. INFORMATION ON THIS SHEET IS GENERAL AND FOR

INFORMATIONAL PURPOSES ONLY
FLOW

DRAPE SILT FENCE FABRIC

OVER WELDED WIRE AND
FASTEN WITH TIE WIRES @ 8"
VERTICAL AND 3' HORIZONTAL
SPACING O.C.

BURY TOE OF SILT FENCE
FABRIC 0.50' IN TRENCH ON

UPSLOPE SIDE

0.50' 0.50' 1.50'MIN 3.00' MAXAFFIX WELDED WIRE

FENCING TO POSTS
@ 6.00' OC MAX
NOTES:

1. PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS AROUND OR

UNDER FENCE

2. SEE CALTRANS STANDARD DETAIL T51 (TEMPORARY SILT FENCE) FOR ADDITIONAL INFORMATION.

6.00' MAX

SILT FENCE
FABRIC
2"X2"X5' WOOD POST OR
METAL "T" POST (TYP.)
NTS
6 D-10

TEMPORARY SILT FENCE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-10 Plot Stamp: 2/13/2023 4:11:36 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 10 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-10
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CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: U:\237800401\07_historical\15 CAD\Phase 1\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-11 Plot Stamp: 2/13/2023 4:11:39 PM - Trujillo, Ivan LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 - 9069 FAX: (775) 588 - 9219 www.cardno.com DETAIL SHEET 11 TVSG IMPROVEMENT PROJECT PHASE I CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-11
59 FEB 2023
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© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS TBR
XD-X

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_TITLE SHEET.dwg, Tab: i Plot Stamp: 3/11/2022 3:41:22 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com

VICINITY MAP
N.T.S

EMERALD BAY

SOUTH LAKE TAHOE
MEYERS

STATELINE
HWY.50 TO

PLACERVILLE AND

SACRAMENTO
HWY.89 TO

MARKLEEVILLE
LAKE
TAHOE
HWY.50 TO
US HWY.395

AND CARSON
CITY

STATE OF NEVADA

STATE OF CALIFORNIA

PROJECT LOCATION

PROJECT LOCATION MAP
N.T.S.

TAHOE VALLEY STORMWATER AND GREENBELT

IMPROVEMENT PROJECT PHASE II

CITY OF SOUTH LAKE TAHOE, PUBLIC WORKS DEPARTMENT

PROJECT BOUNDARY
95% DESIGN - NOT FOR CONSTRUCTION
MARCH 2022
OWNER: DESIGNED BY:

Cardno
BRIAN McRAE, P.E.

CIVIL ENGINEER OF RECORD
STATE OF CALIFORNIA NO. XXXXX

DATE CITY OF SOUTH LAKE TAHOE
SOUTH LAKE TAHOE, CA 96150
PUBLIC WORKS CONTRACT No.: 11-301-40030-02
FORMAL BID No.: 23-30140030-BN1
RECORD DRAWINGS:

RESIDENT ENGINEER'S SIGNATURE
(STAMP OR SEAL)
DATE
NOTES:

CONTRACTOR'S SIGNATURE DATE
ADJUSTMENTS MADE IN THE FIELD DURING CONSTRUCTION, I.E., "RECORD DRAWING INFORMATION, SHOWN HEREIN WERE MADE UNDER

THE DIRECTION OF THE UNDERSIGNED CONTRACTOR AND ARE CORRECT AND COMPLETE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF. THE

ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,

OR LIABLE FOR CHANGES TO THESE PLANS NOT AUTHORIZED BY THE ENGINEER OF RECORD.

CONTRACTOR'S LICENSE CLASSIFICATIONS: SEE ARTICLE 2 OF THE

SPECIAL PROVISIONS

CONSTRUCTION SHALL CONFORM TO THE CITY OF SOUTH LAKE TAHOE

PUBLIC IMPROVEMENT AND ENGINEERING STANDARDS, THE STANDARD

PLANS, THE STANDARD SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THESE PROJECT PLANS. TITLE SHEET TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA i
1 MARCH 2022
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E320400600 95% DESIGN - NOT FOR CONSTRUCTION
1740 D STREET
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

EMERALD BAY ROAD
BONANZA AVE.

TATA LANE
DEDI AVE. MARGARET AVE.

LAKE TAHOE BLVD.
4TH STREET
3RD STREET BARTON AVE. HELEN AVE.

JAMES AVE. ELOISE AVE.
223

1. UNLESS OTHERWISE DEFINED OR NOTED, "ENGINEER" SHALL MEAN THE PUBLIC WORKS DIRECTOR, DEPUTY PUBLIC WORKS DIRECTOR OR THEIR DESIGNEE; “ENGINEER OF RECORD" SHALL MEAN CARDNO; "OWNER" SHALL MEAN THE CITY OF SOUTH LAKE TAHOE.

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PROCEDURES AND GUIDELINES, AND ARE IN SUBSTANTIAL COMPLIANCE WITH APPLICABLE STATUTES AND CITY ORDINANCES OR STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY

PORTION OF THESE PLANS AND THE CITY OF SOUTH LAKE TAHOE PUBLIC IMPROVEMENT AND ENGINEERING STANDARDS, THESE PLANS SHALL APPLY AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY.

3. THE CONTRACTOR SHALL COMPARE ALL PLANS FOR CONFORMANCE AS TO THE LAYOUT OF FEATURES AND DIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IF DISCREPANCIES BETWEEN THE PLANS AND THE SPECIFICATIONS OCCUR, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A PRE-CONSTRUCTION JOB SITE CONFERENCE WITH GOVERNING AGENCIES, ALL UTILITY COMPANIES, AND OWNER'S REPRESENTATIVES PRIOR TO COMMENCING WORK. THIS MEETING WILL VERIFY SCHEDULES, METHODS, AND MATERIALS TO BE USED IN THE CONSTRUCTION OF THE PROJECT.

5. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF APPLICABLE GOVERNING AGENCY STANDARDS AND PERMITS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.

6. CONTRACTOR SHALL MAINTAIN, IN A SAFE PLACE, ONE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, WORK

CHANGE DIRECTIVES, FIELD ORDERS, AND WRITTEN INTERPRETATIONS AND CLARIFICATIONS IN GOOD ORDER AND ANNOTATED TO SHOW CHANGES MADE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL SEQUENCE, COORDINATE, AND CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS SUCH AS TO MAINTAIN CONTINUOUS PUBLIC SAFETY, ACCESS, DRAINAGE, AND UTILITY SERVICES TO EXISTING FACILITIES REQUIRING THESE SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST SEVEN (7) DAYS IN ADVANCE OF INTERRUPTION OF ANY OF THESE SERVICES.

8. ANY CONSTRUCTION ACTIVITIES CREATING NOISE IN EXCESS TO THE TRPA NOISE STANDARDS MAY BE CONSIDERED EXEMPT BETWEEN THE HOURS OF 8:00 A.M. AND 6:30 P.M. EXCEPT AS DESCRIBED WITHIN NOTE #9.

9. CONSTRUCTION NOISE EMANATING FROM ANY CONSTRUCTION ACTIVITIES FOR WHICH A CONSTRUCTION PERMIT OR GRADING PERMIT IS REQUIRED IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS, AND SHALL ONLY OCCUR BETWEEN THE HOURS OF 8:00 A.M. AND 6:30 P.M.

MONDAY THROUGH SATURDAY. SEE TRPA CODE OF ORDINANCES.

10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT THE JOB SITE AT ALL TIMES INCLUDING SAFETY OF PERSONS AND PROPERTY, AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEER'S JOB SITE REVIEW DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

11. THE TYPES, LOCATIONS, SIZES, EXTENT AND/OR DEPTHS OF EXISTING UNDERGROUND IMPROVEMENTS THAT ARE SHOWN MAY NOT BE EXACT.

CARDNO AND THE CITY OF SOUTH LAKE TAHOE ASSUMES NO RESPONSIBILITY FOR ANY UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

APPROPRIATE UTILITY AGENCIES TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATIONS AND FOR THE PROTECTION OF AND REPAIR OF ANY DAMAGE TO THEM. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THESE UTILITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF THE ACTUAL LOCATION IS SIGNIFICANTLY DIFFERENT FROM THAT SHOWN ON THESE PLANS.

12. AS PART OF THIS WORK, THE CONTRACTOR IS TO VERY CAREFULLY PROTECT ALL EXISTING IMPROVEMENTS, VEGETATION, TREES AND OTHER FACILITIES WHICH ARE WITHIN THE PROJECT AREA BUT OUTSIDE THE SCOPE OF THIS PROJECT. WHERE THE REMOVAL OF ANY SUCH FEATURES ARE IN QUESTION, THE CONTRACTOR SHALL PROTECT THAT AREA UNTIL A DECISION CAN BE MADE BY THE ENGINEER. WHERE THE POSSIBILITY

OF DAMAGE TO ANY TREE OR VEGETATION THAT IS DESIGNATED TO REMAIN ON SITE EXISTS, THE CONTRACTOR SHALL ERECT A TEMPORARY FENCE OR BARRIER TO PROTECT THE TREE OR VEGETATION (SEE DETAILS). IF ANY TREES ARE SCARRED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INVESTIGATION TO DETERMINE EXTENT OF DAMAGE AND RECOMMENDED REMEDIAL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMEDIAL MEASURES.

13. THE REQUIREMENTS OF ANY PERMITS ISSUED FOR THIS PROJECT BY ANY LOCAL, COUNTY, STATE OR FEDERAL AGENCY SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR.

14. NO CONSTRUCTION SHALL BE DONE BETWEEN OCTOBER 15 AND MAY 1 WITHOUT AN APPROVED SEDIMENT AND EROSION CONTROL PLAN TO

PREVENT SOIL EROSION AND A GRADING EXCEPTION FROM TRPA, THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD - LAHONTAN REGION, AND APPROVAL OF THE ENGINEER. ALL WORK PERFORMED BETWEEN OCTOBER 15 AND MAY 1 MUST BE PERFORMED IN SUCH A MANNER THAT THE PROJECT CAN BE WINTERIZED WITHIN TWENTY-FOUR (24) HOURS.

15. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED PURSUANT TO THE SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS.

16. IF THERE ARE ANY SOILS THAT, IN THE OPINION OF THE ENGINEER, ARE NOT STABILIZED PRIOR TO OCTOBER 15, THE SITE SHALL BE COMPLETELY WINTERIZED. THE WINTERIZATION SHALL INCLUDE (BUT NOT BE LIMITED TO) REPAIR OF SEDIMENT BARRIERS AND FILTER BERMS

AS NECESSARY, APPLICATION OF A PINE NEEDLE MULCH TO DISTURBED AREAS TO BE REVEGETATED, APPLICATION OF ASPHALTIC TACKING

AGENTS TO AREAS TO BE PAVED AND INSTALLATION OF FILTER INLETS AROUND STORM DRAINAGE INLETS AND PROTECTION OF WATER BODIES INCLUDING SEZ.

17. THERE SHALL BE NO GRADING, FILLING, CLEARING OF VEGETATION (WHICH DISTURBS SOIL), OR OTHER DISTURBANCE OF THE SOIL DURING INCLEMENT WEATHER AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE IS IN A SATURATED, MUDDY OR UNSTABLE CONDITION.

CLEARING, EARTH-MOVING, AND EXCAVATION OPERATIONS AND OTHER GRADING ACTIVITIES SHALL CEASE WHEN WIND SPEED EXCEEDS 20 MPH AVERAGED OVER ONE (1) HOUR.

18. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS CONDITION EXISTS. THE SITE SHALL BE CLEANED UP AND ROAD RIGHT-OF-WAY SWEPT CLEAN WHEN NECESSARY. THE PROJECT SHALL BE TREATED AS NECESSARY TO PREVENT OFF-SITE MIGRATION AND ACCUMULATION OF DIRT, SOIL OR OTHER MATERIALS WHICH CAN SUBSEQUENTLY BE ENTRAINED IN AMBIENT AIR. CONTRACTOR SHALL PROVIDE PERIODIC WATERING TO CONTROL AIRBORNE PARTICLES. TRACKING CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES AT ALL LOCATIONS OF GRADING.

19. DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES SUCH AS ADEQUATE EROSION CONTROL DEVICES, DUST CONTROL AND VEGETATION PROTECTION BARRIERS SHALL BE MAINTAINED.

20. REHABILITATION AND CLEANUP OF THE SITE FOLLOWING CONSTRUCTION MUST INCLUDE REMOVAL OF ALL CONSTRUCTION WASTE AND DEBRIS.

21. NO CLEANING OF EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED ANYWHERE WITHIN THE PROJECT AREA EXCEPT AS AUTHORIZED BY THE ENGINEER.

22. NO VEHICLES OR HEAVY EQUIPMENT SHALL BE ALLOWED IN ANY RIPARIAN OR WET AREA, EXCEPT AS SPECIFICALLY AUTHORIZED BY THE ENGINEER.

23. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING APPROPRIATELY COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE PROGRESS OR WHEN REQUIRED BY THE ENGINEER.

24. SEWER SERVICE AND SEWER MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A SEWER SERVICE. EXISTING SEWER SERVICES THAT CONFLICT WITH STORM DRAIN INSTALLATION WILL REQUIRE RELOCATION. CONTRACTOR SHALL RELOCATE SEWER SERVICES PER DETAIL SHOWN ON THE PLANS. ALL

SEWER RELATED CONSTRUCTION MATERIALS, METHODS, TESTING AND INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. THE SEWER LATERALS RELOCATED BY THE CONTRACTOR SHALL BE AIR TESTED PURSUANT TO STPUD STANDARDS AND APPROVED BEFORE BACKFILLING THE TRENCH.

25. CONTRACTOR SHALL NOTIFY SOUTH TAHOE PUBLIC UTILITY DISTRICT IN WRITING 48 HOURS IN ADVANCE OF WORK AFFECTING SEWER LINES.

CONTRACTOR SHALL COORDINATE DISRUPTIONS TO SERVICE WITH SOUTH TAHOE PUBLIC UTILITY DISTRICT AND THE AFFECTED PROPERTY OWNER'S AND RESIDENTS.

26. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING SEWER PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE SEWER LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. ANY DAMAGED SEWER MUST BE REPORTED TO THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. SEWER CONSTRUCTION WILL REQUIRE TESTING PER THE SOUTH TAHOE PUBLIC UTILITY DISTRICT STANDARDS.

27. WATER SERVICE AND WATER MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

EXISTING WATER LINES MAY BE STEEL, IRON OR PVC OR OTHER MATERIAL. IF POLYBUTYLENE WATERLINE IS DISCOVERED CONTRACTOR SHALL NOTIFY ENGINEER. CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A WATER SERVICE. EXISTING WATER SERVICES AND MAINS THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL RELOCATE WATER SERVICES AND MAINS PER DETAILS SHOWN ON THE PLANS. ALL WATER RELATED CONSTRUCTION MATERIALS AND METHODS AND TESTING AND INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT AND TITLE 22 OF THE WATER CODE.

28. CONTRACTOR SHALL NOTIFY SOUTH TAHOE PUBLIC UTILITY DISTRICT IN WRITING 48 HOURS IN ADVANCE OF WORK AFFECTING WATER LINES.

CONTRACTOR SHALL COORDINATE DISRUPTIONS TO SERVICE WITH SOUTH TAHOE PUBLIC UTILITY DISTRICT AND THE AFFECTED PROPERTY OWNERS AND RESIDENTS.

29. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING WATER PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE WATER LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF

TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT AREA. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. ANY DAMAGED WATER LINES MUST BE REPORTED TO THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. WATER CONSTRUCTION WILL REQUIRE TESTING PER THE SOUTH TAHOE PUBLIC UTILITY DISTRICT STANDARDS.

30. WATER, SEWER AND STORM DRAIN SEPARATIONS SHALL CONFORM TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" OF THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES.

31. GAS SERVICE AND GAS MAIN HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11).

CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A GAS SERVICE. EXISTING GAS SERVICES AND MAINS THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE GAS UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE GAS UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL GAS RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING GAS UTILITY.

32. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING GAS PIPE CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE GAS LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.

33. ELECTRICAL SERVICE AND ELECTRICAL TRANSMISSION HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11). CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A ELECTRICAL SERVICE. EXISTING ELECTRICAL SERVICES AND TRANSMISSION LINES THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE ELECTRICAL UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE ELECTRICAL UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL ELECTRICAL

RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING ELECTRICAL UTILITY.

34. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING ELECTRICAL CONDUITS CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE ELECTRICAL LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE

PERFORMED A MINIMUM OF TWO WORKING DAYS PRIOR TO THE BEGINNING OF STORM DRAIN CONSTRUCTION OR PAVEMENT SAWCUTTING ANYWHERE IN THE PROJECT. IF CONFLICT EXISTS AND IS NOT SHOWN ON PLANS CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.

35. TELEPHONE SERVICE AND TELEPHONE TRANSMISSION HORIZONTAL LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY (SEE NOTE 11). CONTRACTOR SHALL ASSUME THAT EACH PARCEL IS SERVED BY A TELEPHONE SERVICE. EXISTING TELEPHONE SERVICES AND TRANSMISSION LINES THAT CONFLICT WITH STORM DRAIN INSTALLATION SHALL REQUIRE RELOCATION. CONTRACTOR SHALL EXPOSE EXISTING PIPE AND PROVIDE ALL TRENCHING AND SHORING AS REQUIRED. THE TELEPHONE UTILITY COMPANY WILL CONSTRUCT THE PIPE RELOCATION AND INITIAL BACKFILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THIS WORK WITH THE TELEPHONE UTILITY COMPANY. CONTRACTOR SHALL CONSTRUCT TRENCH RESURFACING PER THE APPLICABLE DETAIL. ALL TELEPHONE

RELATED CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING TELEPHONE UTILITY.

36. WHERE PROPOSED STORMDRAIN PIPE AND EXISTING TELEPHONE CONDUITS CROSS, AS SHOWN ON PLANS OR AS MARKED BY USA, CONTRACTOR SHALL POTHOLE TELEPHONE LINES TO A MINIMUM DEPTH OF 12" BELOW BOTTOM OF STORMDRAIN PIPE. POTHOLING SHALL BE

37. CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED IN GOOD CONDITION AND IN PROPER TUNE IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND NOT ALLOWED TO IDLE FOR LONG PERIODS OF TIME. ALL WHEELED AND TRACK CONSTRUCTION EQUIPMENT SUCH AS BACKHOES, EXCAVATORS, TRUCKS, TRACTORS, COMPACTOR ROLLERS, ETC. SHALL BE STEAM CLEANED TO REMOVE ALL DIRT, WEEDS AND GREASE BEFORE ARRIVAL AT THE PROJECT SITE. IF EQUIPMENT IS TO BE BROUGHT INTO THE TAHOE BASIN, STEAM CLEANING MUST OCCUR OUTSIDE THE TAHOE BASIN.

38. LAND DISTURBING ACTIVITIES SHALL BE DONE IN INCREMENTS AS DETERMINED ON THE APPROVED PROJECT SCHEDULE TO MINIMIZE THE AMOUNT OF AREA DISTURBED, AND UNTREATED, AT ANY ONE TIME.

39. NO OPEN BURNING OF DEBRIS SHALL OCCUR WITHIN THE PROJECT LIMITS, DURING AND AFTER CONSTRUCTION.

40. ADEQUATE MUFFLERS AND ENCLOSURES FOR POWERED EQUIPMENT ARE REQUIRED.

41. CONTRACTOR SHALL INSTALL DOUBLE 4" YELLOW CENTER LINE REFLECTORIZED TRAFFIC PAINT AT ALL LOCATIONS WHERE THE EXISTING

DOUBLE YELLOW CENTERLINE PAINT HAS BEEN DISTURBED, DEFACED, OBLITERATED OR WHERE THE LOCATION OF THE CENTERLINE HAS SIGNIFICANTLY CHANGED DURING CONSTRUCTION. "STOP" PAINT AND "STOP BAR" PAINT SHALL BE INSTALLED AT ALL LOCATIONS WHERE THE EXISTING "STOP BAR" PAINT HAS BEEN DISTURBED, DEFACED, OBLITERATED OR WHERE THE LOCATION OF THE EXISTING "STOP BAR" PAINT HAS CHANGED DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE THE EXISTING DISTURBED, DEFACED, OBLITERATED "STOP BAR" OR DOUBLE YELLOW CENTERLINE PAINT.

42. PAYMENT FOR AC PATCHING WILL BE LIMITED TO WHAT IS SHOWN ON THE PLANS UNLESS APPROVAL FOR REMOVAL AND REPLACEMENT OF ADDITIONAL PAVEMENT IS APPROVED BY THE ENGINEER.

43. ANY CONSTRUCTION OCCURRING WITHIN 36" OF THE EXISTING SANITARY SEWER FORCE MAIN SHALL BE EXCAVATED BY HAND. NO MACHINE EXCAVATION WILL BE ALLOWED WITHIN 36" OF THE EXISTING SANITARY SEWER FORCE MAIN.

44. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER ON SUITABLE BEDDING AND BACKFILL MATERIAL. IF MATERIAL IS DEEMED

UNSUITABLE BY THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-HAUL OF UNSUITABLE MATERIAL AND THE IMPORT OF SUITABLE BEDDING AND BACKFILL MATERIAL.

45. INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PREVENTION OF SIGNIFICANT EROSION AND SILTATION FROM ENTERING THE STORM DRAIN SYSTEM, NATURAL DRAINAGE COURSES, AND/OR INTRUDING UPON ADJACENT ROADWAYS AND PROPERTIES. EROSION CONTROL MEASURES ON THESE PLANS ARE INTENDED AS A GUIDE. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED IN THE FIELD AND AS APPROVED BY THE ENGINEER. THIS RESPONSIBILITY SHALL APPLY THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED AREAS HAVE BECOME STABILIZED AND SHALL NOT BE LIMITED TO WET WEATHER PERIODS. THE CONTRACTOR IS RESPONSIBLE FOR SWPPP UPDATES.

46. IF ANY UNKNOWN SUBSURFACE STRUCTURE OR CONTAMINATION IS DISCOVERED DURING CONSTRUCTION, IT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

47. ALL EXCAVATED MATERIAL FROM THE SITE NEEDS TO BE INSPECTED BY THE ENGINEER PRIOR TO OFF HAUL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATION FOR INSPECTION.

48. ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OUTSIDE THE TAHOE BASIN, AT A SITE APPROVED BY TRPA, OR AS NOTED IN THE SPECIAL PROVISIONS.

49. ONLY EQUIPMENT OF A SIZE AND TYPE THAT, UNDER PREVAILING SITE CONDITIONS, AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED AND WILL DO THE LEAST AMOUNT OF DAMAGE, SHALL BE USED.

50. ASPHALT PAVEMENT AND BASE THICKNESS ARE SHOWN ON THE PLANS. IN PLACE COMPACTED THICKNESS THEREOF SHALL BE WITHIN THE FOLLOWING TOLERANCES:

AGGREGATE BASE COURSE: 1
4 " PLUS OR MINUS
ASPHALT SURFACE: 1
8 " PLUS OR MINUS

51. ALL ASPHALT CONCRETE SURFACES SHALL BE SAWCUT FOUR FEET MINIMUM INSIDE THE EDGE OF PAVEMENT TO A NEAT, STRAIGHT LINE AND REMOVED FOR CURB AND GUTTER CONSTRUCTION. THE EXPOSED EDGE SHALL BE SEALED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIALS SHALL BE GRADED AND RECOMPACTED PRIOR TO PAVING.

52. MANUFACTURER'S MATERIAL AND WEIGHT TICKETS SHALL BE FURNISHED TO THE ENGINEER.

53. TRENCHES SHALL BE BACKFILLED OR COVERED WITH TRENCH PLATING BY THE END OF EACH WORK DAY. ALL PERMANENT (OR TEMPORARY) PAVEMENT REQUIRED WITHIN THE TRENCHING AREA SHALL BE PLACED BY THE END OF EACH WORK DAY. SEE SPECIAL PROVISIONS, APPROVED SWPPP AND PERMITS FOR ADDITIONAL REQUIREMENTS.

AB AGGREGATE BASE

ABAN ABANDONED

AC ASPHALT CONCRETE

AHW AVERAGE HIGH WATER

APN ASSESSOR'S PARCEL NUMBER

APPROX APPROXIMATE

AVE AVENUE

BGN BEGIN

BLDR BOULDER

BLVD BOULEVARD

BMP BEST MANAGEMENT PRACTICE

BOS BASE OF STRUCTURE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

CA CALIFORNIA

CALC'S CALCULATIONS

CALTRANS CALIFORNIA DEPARTMENT OF

TRANSPORTATION

CBC CONCRETE BOX CULVERT

CF CUBIC FEET OR CURB FACE

CFS CUBIC FEET PER SECOND

CLF CONSTRUCTION LIMIT FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE
CO. COUNTY

CONC CONCRETE

CONST CONSTRUCT

CP CONTROL POINT

CSLT CITY OF SOUTH LAKE TAHOE

CT CALTRANS OR COURT

CTC CALIFORNIA TAHOE CONSERVANCY

CY CUBIC YARD

C&G CURB AND GUTTER

C/L CENTERLINE

DBL DOUBLE

DET DETAIL

DG DECOMPSED GRANITE

DI DRAINAGE INLET
DIAM/Ø DIAMETER

DIP DUCTILE IRON PIPE

DISS DISSIPATOR

DR D/W DRIVE DRIVEWAY
E EAST

EA EACH

EC EROSION CONTROL

EG EXISTING GRADE

ELEV ELEVATION

ELEC ELECTRIC

EP EDGE OF PAVEMENT

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EX EXISTING
F FIR

FES FLARED END SECTION

FF FILTER FENCE

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOWLINE

FM FORCE MAIN

FS FINISH SURFACE
G GAS

GB GRADE BREAK

H HORIZONTAL

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HR HOUR

HWY HIGHWAY
I.E. INVERT ELEVATION

INST INSTALL

INV INVERT

LF LINEAR FEET

LT LEFT

LTB LAKE TAHOE BOULEVARD

LVC LENGTH OF VERTICAL CURVE

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OFF OFFSET
P PINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PIP PROTECT IN PLACE

PL PROPERTY LINE

PP POWER/UTILITY POLE

PRC POINT OF REVERSE CURVATURE

ABBREVIATIONS
CABLE TELEVISION CHARTER COMMUNICATIONS, (775) 233-8706 NATURAL GAS SOUTHWEST GAS CO., (775) 887-2864
ELECTRIC LIBERTY ENERGY, (530) 543-5278
SEWER & WATER SOUTH TAHOE PUD, (530) 544-6474
TELEPHONE AT&T, (916) 453-6287
STORM DRAIN CITY OF SOUTH LAKE TAHOE, DPW (530) 542-6030 TRAFFIC SIGNALS CALTRANS, (530) 741-4566

UTILITIES

PR PROPOSED

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PT POINT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

QSP QUALIFIED SWPPP PRACTITIONER

RC RELATIVE COMPACTION

RCBC REINFORCED CONCRETE BOX CULVERT

RCEP REINFORCED CONCRETE ELLIPTICAL PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD

REF REFERENCE

RT RIGHT

R/W RIGHT-OF-WAY

S SOUTH OR SLOPE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SDR STANDARD DIMENSION RATIO

SEZ STREAM ENVIRONMENT ZONE

SF SQUARE FEET

SHT SHEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST SEDIMENT TRAP OR STREET

STA STATION

STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TBC TOP BACK OF CURB

TEC TEMPORARY EROSION CONTROL

TEL TELEPHONE
TN TON

TOT TOTAL

TOB TOP OF BANK

TRPA TAHOE REGIONAL PLANNING AGENCY

TVSG TAHOE VALLEY STORMWATER & GREENBELT

TYP TYPICAL

USFS UNITED STATES FOREST SERVICE

V VERTICAL

W WEST OR WATER

WFB WATER FILLED BARRIER

WL WATER LINE

W/ WITH

W/O WITHOUT

YR YEAR

CITY OF SOUTH LAKE TAHOE
SOUTH LAKE TAHOE, CA 96150
1740 D STREET

NOTES NOTES NOTES

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_TITLE SHEET.dwg, Tab: ii Plot Stamp: 3/11/2022 3:41:26 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GENERAL NOTES TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA ii
2 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
224

TATA LANE

DEDI AVENUE
F ST.

D ST. MARGARET AVENUE

BONANZA AVENUE

LAKE TAHOE BLVD

BARTON AVE
3RD ST.

EMERALD BAY RD.

JAMES AVE

ELOISE AVE
4TH ST.

TAHOE KEYS BLVD

HELEN AVE
3RD ST.

C-4 C-5 C-17
SP-1
G-1
BMP-1,
DEMO-1
C-1, C-13
C-2, C-14 C-3, C-16
C-15
BMP-2,
DEMO-2
LEGEND

EXISTING MAJOR CONTOUR

EXISTING BUILDING

EXISTING SEWER LINES

EXISTING WATER LINES

EXISTING PROPOSED

EDGE OF PAVEMENT

EXISTING FENCELINE

PROPERTY BOUNDARY

EXISTING MINOR CONTOUR
*NOTE: LEGEND PROVIDED ON SHEET SUPERCEDES THIS LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING GAS LINES

PROPOSED STORM DRAIN PIPE

EX GAS 8 STL

EX SS

EX WL 12 C900

EX TELE

EX ELEC EXISTING ELEC. LINES
EXISTING TELE. LINES

EXISTING UTILITIES (VARIES)

EX SD EXISTING STORM DRAIN

EXISTING CONCRETE

EXISTING LANE STRIPING

CLF CLF

PROPOSED CURB AND GUTTER

PROPOSED SIGN

PROPOSED TREE REMOVAL

PROPOSED SILT/FILTER FENCE

PROPOSED CONSTRUCTION LIMIT
FENCE

PROPOSED STORM DRAIN

MANHOLE

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL OCCURS

PROPOSED STORM DRAIN

DRAINAGE INLETS

PROPOSED STORM DRAIN INLET

PROTECTION
X
D-X

PROPOSED ASPHALT

MULTI-USE PATH

PROPOSED LANDSCAPING
BUFFER
PROPOSED ASPHALT-CONCRETE\
PATCH

EXISTING DRAIN INLET

PROPOSED GRAVEL BAG
D

CHECK DAM

PROPOSED

PROPOSED DISSIPATOR

PROPOSED ROCK LINED SWALE

PROPOSED BUCK AND POLE FENCE

PROPOSED ROCK RIPRAP AREA

ROCK SLOPE PROTECTION
TYPE 1 TYPE 2 TYPE 3 TYPE 4 CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_INDEX.dwg, Tab: iii Plot Stamp: 3/11/2022 3:42:25 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com INDEX SHEET TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA iii
3 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
450 900
HORIZONTAL SCALE: 1" = 450'
0 TAHOE VALLEY PHASE II SHEET LIST
SHEET
NUMBER
SHEET

TITLE SHEET DESCRIPTION
1 i TITLE SHEET
2 ii GENERAL NOTES
3 iii INDEX SHEET
4 SP-1 SITE PLAN
5 BMP-1 BMP SHEET 1
6 BMP-2 BMP SHEET 2
7 DEMO-1 DEMO SHEET 1
8 DEMO-2 DEMO SHEET 2
9 G-1 GREENBELT OVERVIEW GRADING PLAN
10 C-1 GREENBELT SD AND BASIN GRADING SHEET 1
11 C-2 GREENBELT SD AND BASIN GRADING SHEET 2
12 C-3 GREENBELT SD AND BASIN GRADING SHEET 3
13 C-4 GREENBELT SD AND BASIN GRADING SHEET 4
14 C-5 4TH STREET STORM DRAIN PLAN
15 C-6 GREENBELT DRAINAGE PROFILE
16 C-7 GREENBELT DRAINAGE SECTIONS SHEET 1
17 C-8 GREENBELT DRAINAGE SECTIONS SHEET 2
18 C-9 BARTON AVE TO 4TH ST SD PROFILES
19 C-10 BARTON AVE TO 4TH ST SD LATERAL PROFILES
20 C-11 MANHOLE ALIGNMENTS
21 C-12 GREENBELT TRAILS OVERVIEW SHEET
22 C-13 GREENBELT TRAILS PLAN SHEET 1
23 C-14 GREENBELT TRAILS PLAN SHEET 2
24 C-15 GREENBELT TRAILS PLAN SHEET 3
25 C-16 GREENBELT TRAILS PLAN SHEET 4
26 C-17 GREENBELT TRAILS PLAN SHEET 5
27 C-18 GREENBELT TRAILS PROFILES SHEET 1
28 C-19 GREENBELT TRAILS PROFILES SHEET 2
29 C-20 GREENBELT TRAILS PROFILES SHEET 3
30 C-21 GREENBELT TRAILS PROFILES SHEET 4
31 C-22 GREENBELT TRAILS SECTIONS SHEET 1
32 C-23 GREENBELT TRAILS SECTIONS SHEET 2
33 C-24 GREENBELT TRAILS SECTIONS SHEET 3
34 C-25 GREENBELT TRAILS SECTIONS SHEET 4
35 C-26 GREENBELT TRAILS SECTIONS SHEET 5
36 C-27 BARTON AVE. TO LTB TRAILS PROFILES AND SECTIONS 37 L0-1 GENERAL INFORMATION
38 L0-2 HARDSCAPE REFERENCE PLAN
39 L0-3 PLANTING CONCEPT PLAN
40 L0-4 KEY PLAN
41 L1-1 MATERIALS AND FURNISHINGS PLAN 1
42 L1-2 MATERIALS AND FURNISHINGS PLAN 2
43 L1-3 MATERIALS AND FURNISHINGS PLAN 3
44 L1-4 MATERIALS AND FURNISHINGS PLAN 4
45 L1-5 MATERIALS AND FURNISHINGS PLAN 5
46 L1-6 MATERIALS AND FURNISHINGS PLAN 6
47 L2-1 SITE DETAILS 1
48 L2-2 SITE DETAILS 2
49 L2-3 SITE DETAILS 3
50 L2-4 SITE DETAILS 4
51 L2-5 SITE DETAILS 5
52 L3-1 PLANTING PLAN 1
53 L3-2 PLANTING PLAN 2
54 L3-3 PLANTING PLAN 3
55 L3-4 PLANTING PLAN 4
56 L3-5 PLANTING PLAN 5
57 L3-6 PLANTING PLAN 6
58 L4-1 PLANTING DETAILS
59 E-0 ELECTRICAL SHEET 0
60 E-1 ELECTRICAL SHEET 1
61 E-2 ELECTRICAL SHEET 2
62 E-3 ELECTRICAL SHEET 3
63 E-4 ELECTRICAL SHEET 4
64 E-5 ELECTRICAL SHEET 5
65 E-6 ELECTRICAL SHEET 6
66 E-7 ELECTRICAL SHEET 7
67 E-8 ELECTRICAL SHEET 8
68 E-9 ELECTRICAL SHEET 9
69 D-1 DETAIL SHEET 1
70 D-2 DETAIL SHEET 2
71 D-3 DETAIL SHEET 3
72 D-4 DETAIL SHEET 4
73 D-5 DETAIL SHEET 5
74 D-6 DETAIL SHEET 6
75 D-7 DETAIL SHEET 7
76 D-8 DETAIL SHEET 8
77 D-9 DETAIL SHEET 9
78 D-10 DETAIL SHEET 10
79 D-11 DETAIL SHEET 11
80 D-12 DETAIL SHEET 12
225

BARTON AVE
4TH ST.
3RD ST.

LAKE TAHOE BLVD

EMERALD BAY RD

HELEN AVE
7 7
1B
1B
7 7
1B
1B

GREENBELT IMPROVEMENTS
SEE SHEETS C-1 TO C-5 AND 1B
C-13 TO C-17

BARTON STREET IMPROVEMENTS
SEE SHEET C-4
4TH STREET IMPROVEMENTS
SEE SHEET C-5
D
D
D
D
D

JAMES AVE
4TH ST.
3RD ST.

C-1, C-13
C-2, C-14
C-5
C-15
G-1

BARTON AVE

HELEN AVE
BMP-1, DEMO-1
BMP-2, DEMO-2
C-3, C-16
C-4, C-17
023-381-003 CSLT
023-081-005 CSLT
023-430-040 CTC
023-231-003 CALIFORNIA TAHOE CONSERVANCY
023-381-010 CTC
023-381-001 CTC
023-241-046 CITY OF SLT
023-241-047 CITY OF SLT
023-241-048 CITY OF SLT
023-241-045 CITY OF SLT

CITY OF SLT
023-361-002

CITY OF SLT
023-361-003
023-361-004 CITY OF SLT
023-201-040 CITY OF SLT
D
D
D
D
D

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_SITE-PLAN.dwg, Tab: SP-1 Plot Stamp: 3/11/2022 3:45:24 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA SP-1
4 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
100 200
HORIZONTAL SCALE: 1" = 100'
0 SEZ
SEZ
LEGEND

SHEET INDEX

SEZ (STREAM ENVIRONMENT ZONE), DEFINED IN

TAHOE VALLEY AREA PLAN

LAND CAPABILITY DISTRICT

LAND CAPABILITY CLASSIFICATION

WATERS OF THE US

WETLAND AREA

RIPARIAN AREA
#
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
MC DONALDS 023-430-38 CORPORATION
023-381-02 MC DONALDS CORPORATION
023-381-03
CSLT
023-430-36 PRINCE HAROLD PROPERTIES LLC 023-081-05 CSLT 023-430-40 CTC
023-081-07 MOSHER
023-231-03
CTC
023-381-10 CTC
023-241-23
CTC
023-381-01
CTC
023-231-16
CSLT
023-231-12 CTC 023-231-10 CTC
226
6"44"
24" 6"28"
14"
22"
22"
18"
6"40"14"
34" 38" 36"
6" 22"8"6"10"6"6" 6" 10" 12" 26" 30"
30"
12"8" 16" 26"28" 10"
12"
12"
8" 14" 16" 14"
10" 12" 6" 10" 10"
8"
8"8"
6" 6"
24" 28" 32"
28"
24"
12"
6" 8"10" 6"
6"
16" 12"
6"
14"
20"
6" 10" 10"
34"22" 6"26"
30"
28"
22"
14"
18"
28" 10"30" 6"
28"24"32"
14" 26"14"
8" 8"
12"
6" 6"
8"10" 6"
10" 12"
8"
34"
30"16" 14"
12" 28"
12"12" 28"
24"
14"
34"
20"
18" 12"
10" 18"
12"
16"22"
8"
24" 18"
26" 10"
22"10" 28" 14"6"14"
30"
22"
22" 8"12" 16"
18" 14" 6"
6"6"6"
6"
28" 10"14"18"
6"24" 26"14" 26" 16" 24" 12"
10" 6" 8"
6"
6" 6"6"
8"8"6"8"
10"
16" 12" 14" 10"
8"8" 8" 6 12" 6"
6" 10" 8"
8"14"
18"
6" 10"22" 12"
6"18"10" 28"
24" 10" 8"10" 8"12" 8" 14" 14" 12"
6"
6" 20" 10"6"
16"6"
12"
10"10"8" 6"8"12" 8"
6"12" 8"10" 6" 10" 12" 8" 8" 6"6" 6"10" 6"
14"
6" 12" 12" 8"
8" 6" 8"6"
8"6" 14" 6" 20"
6"
6" 18"
6" 6"
8"6"
6"
10"12"
10" 16" 14"
8"24" 22"
26" 28" 26" 10"
26" 28" 12"
8"22" 16" 20" 14" 32"
14"
14"
16"
24" 14"10"
8"16"
8"16" 12" 6" 22" 18" 12"
6"
36"
6"
6"
12" 12"
10" 10"14"
16"
20"
28" 8"
14"
14" 14"
18" 28"
6"
14"
8"
6" 10" 10"
12" 12" 12"
12"
14" 20"
12"
30" 10"12"
14" 14"
30" 24"
32" 26" 34"
14"
8" 16"
10"
20" 8"
6"
12" 10"
12"
18"
6" 14" 12"12" 8"
10"18" 6"22"
28"
38"
34"
24" 10"
36" 10"
6"
40" 12"
38"
28" 32"
28"14" 12" 30"
22"
16"
10"
6"
14"
6" 8"
26" 10" 10"
22"16" 26"
28"
6" 10"
6"
6"
6"
30"
30"
28"
12" 10"
12"
14"
24"
10" 26" 42"
18"
6"
6" 12" 6"6"6" 6"
8"12"
14" 24" 18" 8"
44"
46"
22"
40" 20" 14"30" 14" 32"
8"
6"8" 10" 6"
24"
28" 24" 12"
8"24"
14"
24"
14"
22" 26"
32" 28" 28"
6"6"
48"
6"
10"
12"
12" 8"10" 10" 16" 6"12" 8"8"
6"
10"
10"
26"16"
10"
14" 14"
10"
48" 36"
14" 16"
20"
16"
30"
26"
36"
28" 12" 10"
8" 8"10" 18" 14" 14" 14"
6"12"10" 8"
16" 12" 6"
22" 14"
18"
10" 8" 14" 12" 10" 10" 12"12"
28"
18"
8"10" 6"28" 24" 22" 28"
26" 26" 10" 12" 22" 20" 12" 16" 24" 10" 8" 14" 32" 16" 12" 10"26" 26" 10" 16" 12"38" 12" 14" 16"10"
28"
10"28" 10" 16"
20" 24" 22"
26" 18" 18" 6"10"
16"24"
32"
10" 6"10" 28" 16" 8"
20"
22"
22"
14"12"
12"12"10"
6"
10"
10" 16"
16"
8"
46"
16" 20" 20"
16" 20"30" 20" 6"
6"
10"
10" 10"
22"
18"
6"
8"8" 12"
14" 12"
6"
6"
14"
10"
6"
22"
16"
16" 18"
18"
18"
16" 14"
12"18"
8"
6"
10"10"
6"
10"
6"
8"
6"
6"
6" 8" 8" 8" 6"
6" 6"
12"
12"
12"
12"
12" 12"
12"
12"
12"
12"
12" 12"
12"
12"
12" 12" 12" 12"
12"
12"
12"
12"12" 12"
12"
8"6"
12" 12"
6"
12" 12"
12"
12"
12" 12"
12" 12" 12"
30"22"
24"
20"
26"
22" 26" 22" 6"
22" 20" 8 26"
22"
12"
20" 22"18"
40"
28"
20" 18" 10" 24"
26"
14"
12" 12" 10" 12" 50" 12" 8" 12" 16" 18"22" 20"
14" 8" 12"28"
10"
10"12"12" 10" 18" 18"
6" 8" 14"
10"
8"
6" 20" 6"
20"
6"12"
20" 26"
20" 20" 16" 20" 12" 10"
6"
8"
12" 14"
16"
20"
6"22" 20" 12"32"
30"
6" 6"
12"
12" 12"
12"
12"
6"
8"
12" 12"
14"
12" 12"
12" 12"
10"
12"
12"
12"
12"
12"
6"12" 6" 12"
6" 10" 10"
6" 8" 8"8"6"8" 10"6"
10"16" 18" 26"
10"
8" 14"
36"8"
6"8" 16" 10" 10"16"
18" 20"12" 30"
8"
8"10" 10" 6"
10" 26" 30"
12"14" 8"
24"14" 6" 18" 6"10"26" 20"
6"8"12"
18"
8"
10"
16" 12"
22"
10" 8" 10" 10" 12" 6"
6"8"12"34"
6"
30"
10"
6"
30"
13"
19"
32"
8"
22"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

EX SD 12

EX SD 15

EX SD

EX SD EX SD

EX GAS 6 PE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX GAS 2 MPE

EX GAS 2 MPE EX GAS 2 MPE

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8

EX SS 6

EX WL 8 STEEL

EX WL 6 STEEL

EX WL 8 STEEL

EX SS 10

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

EX ELEC

EX ELEC EX ELEC

EX ELEC

EX TELE

EX TELE EX TELE

EX TELE

EX ELEC
E
EV
EV
EV
EV

EP EP EP
ET

EX SD

EX SD 32X48

EX SD 32X48
SD
SD

EX GAS 2 STL

EX GAS

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL D
S
S
S
W
24"D
32"x48"D

EX SD
SD
SD
SD
SD

EX SD 12
S
S
S

EX SD 36X56

EX SD
SD

EMERALD BAY RD
CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLFCLF
CLF
CLF

CLF CLF

CLF CLF
CLF
CLF
CLF

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE,
(MINIMIZE DISTURBANCE,

GRADING EQUIPMENT ONLY,
MAX WIDTH OF 8-10 FEET)

INSTALL TEMPORARY CHECK DAM,
(TYP.)

INSTALL TEMPORARY

CONSTRUCTION LIMIT FENCE,
(TYP.)
B ST.
4 D-1
1 D-1
3 D-1 CLF

CLF CLF CLF CLF
023-381-003 CSLT
023-081-005 CSLT
023-430-040 CTC
023-381-010 CTC
023-381-001 CTC

INSTALL TEMPORARY

CONSTRUCTION ENTRANCE,
(TYP.)
1 D-1
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF
CLF

CLF CLF CLF
CLF
CLF
CLF
CLF

CLF CLF
EMERALD BAY RD.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-1 Plot Stamp: 3/11/2022 3:49:20 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BMP SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-1
5 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

3. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION LIMIT AND STORAGE/STAGING AREA FENCING PLAN AND WORK SCHEDULE TO THE ENGINEER FOR ANY DEVIATIONS TO THIS PLAN FOR REVIEW AND ACCEPTANCE PRIOR TO ANY WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

5. THIS PLAN SHEET IS DIAGRAMMATIC ONLY, ALL TEMPORARY FENCING AND TEMPORARY EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MODIFIED AS NECESSARY PER PROGRESSION OF THE WORK, AS DIRECTED BY THE ENGINEER, AS DIRECTED BY THE QSP AND TO REFLECT EACH DAILY ACTIVE WORKING AREA; TO PROTECT PUBLIC SAFETY AND MAINTAIN EMERGENCY AND BUSINESS ACCESS, FOR THE DURATION OF THE PROJECT.

6. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE TRPA AND REGIONAL WATER QUALITY CONTROL BOARD FOR APPROVAL OF ALL INSTALLED TEMPORARY EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADDITIONALLY REQUIRED TO SCHEDULE A TRPA PRE-GRADE MEETING. SEE SPECIAL PROVISIONS AND PROJECT PERMITS FOR ADDITIONAL REQUIREMENTS.

7. TEMPORARY EROSION CONTROL DEVICES SHALL BE PLACED, MAINTAINED AND ADJUSTED AS NECESSARY RELATIVE TO EACH DAILY ACTIVE WORKING AREA AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY CHECK DAM EA ±4
TEMPORARY DRAINAGE INLET PROTECTION EA 0
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±2885
TEMPORARY SILT FENCE LF 0
TEMPORARY CONSTRUCTION ENTRANCE SF ±175
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
50 100
HORIZONTAL SCALE: 1" = 50'
0 SEE SHEET BMP-2
LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA

TEMPORARY CONSTRUCTION ENTRANCE

WATERS OF THE UNITED STATES

WETLANDS AREA

RIPARIAN AREA
CLF
SEE SHEET BMP-2
227
30" 26"
36" 28" 12" 10"
8" 8"10" 18" 14" 14" 14"
6"12"10" 8"
16" 12" 6" 22" 14" 18"
10" 8" 14" 12" 10" 10" 12"12"
14"12"
12"12"10"
6"
10"
10" 16"
16"
8"
46"
16" 20" 20" 16" 20"30" 20" 6"
8" 12"
14" 12"
6"
6"
14"
6"
22"
16"
16" 18"
18"
18"8"
16" 14"
12"18"
6"
26"
18" 12"
18"
42"6"6"
34" 30"18"18" 16"
16"
16" 6" 26" 10" 8"
10" 6"
10" 8"
20"
34" 12" 22"
10" 24
30" 8"
30"
12"16"16"
22" 24" 24"
12"
44" 38"
10"
34"
38" 34"
8"
8"
6"
8"
6" 6"
8"
6"
12"
14"
14" 26" 20" 18" 20" 16" 24"
6" 8"
8"
6"
6"
8"
8"
8" 10" 10"6" 6"
6"
10" 10"
10" 12" 12" 14"
6"
10"
8" 8" 8"
6" 6"
26" 40"
6" 8"
8" 14" 30"
8"
10"
18"
12"
22" 20" 36"
12"
30" 10"
22"
22"
26" 26"
18"
24"
24"
26"
20"
26"
36" 16" 6"26" 10"18" 24" 18" 16"
12" 14"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12"
12"
12" 12" 12" 12"
12"
12"
12"12"12" 12"
12"
8"6"
12" 12"
6"
12" 12"12"
12"
12" 12"
12" 12" 12"
30"22"
24"
20"
26"
22" 26" 22" 6"
22" 20" 8 26"
22"
12" 20" 22"18"
22"10"
16"
16" 16"
20"
14" 15"
19"
30"
12"
41"
8"10" 10" 7" 9" 8" 12"7"
32"35"
31"
37"
14" 26"
16"
16" 7"6"8"6"8" 26" 27" 25"
32"
26"
26"
15" 25"25" 19"
36"
22"
18" 7"
31"
7" 6"
23" 8"
13" 12" 17"
17"
8" 8"
7" 19" 17"
8"6"20" 7"
11"
23"
23"
23" 12" 14" 12"
29" 32" 31"
14"
38"13"
30"
32" 6"
20"12" 14" 20" 26" 15" 6"
24" 8"
13"
15"
48"
12" 14"
12"
14"
42"
X
X
X
X
X
X
X

EX GAS 8 STL

EX GAS 6 STL

EX GAS 8 STL

EX GAS 6 STL

EX GAS 2 STL

EX GAS

EX GAS 2 AA

EX GAS 2 STL

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8EX SS 8

EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8

EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 6

EX SS 8

EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX WL 8 STEEL

EX WL 6 STEEL

EX WL 4 STEEL

EX WL 4 STEEL EX WL 4 STEEL

EX WL 4 STEEL

EX WL 6 STEEL

EX WL 6 STEEL EX WL 6 STEEL EX WL 6 STEEL EX WL 4 STEEL EX WL 4 STEEL

EX WL 4 STEEL

EX WL 8 PVC

EX WL 8 PVC EX WL 8 PVC EX WL 8 PVC

EX WL 8 STEEL

EX SS 6 EX SS 6 EX SS 6 EX SS 6 EX SS 6

EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE EX TELE

EX TELE

EX SD EX SD EX SD EX SD

EX SD

EX SD EX SD EX SD

EX SD

EX SD EX SD

EX SD

EX GAS 6 STL
SD

EX GAS 6 STL
SD
SD
SD
SD

EX GAS EX GAS

EX GAS

EX GAS 2 STL

EX GAS 2 STL
W
W
W
S
SSC
SSC
SSC
SD
SD
SD
60inch pipe
SD

EX SD
SD

EX SD

EX SD
SD
S
S
S
S
S
S

EX GAS

BARTON AVE
4TH ST.

LAKE TAHOE BLVD CLF CLF CLF CLF CLF CLF

CLF CLF CLF CLF CLF CLF

CLF CLF CLF CLF CLF CLF CLF CLF CLF

CLF CLF CLF CLF
CLF
CLF

CLF CLF CLF CLF

CLF CLF

HELEN AVE
CLF

CLF CLF
CLF
CLF
CLF

TEMPORARY STAGING AND
STORAGE AREA (TYP.)

INSTALL TEMPORARY

CONSTRUCTION LIMIT FENCE
(TYP.)

INSTALL TEMPORARY SILT FENCE
(TYP.)

INSTALL TEMPORARY CHAIN LINK FENCE
(TYP.)
4 D-1
2 6 D-1
D-1

INSTALL TEMPORARY DRAINAGE INLET PROTECTION,
CALTRANS STANDARD PLAN T62, TYPE 3A (TYP.) 2
D-10

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE,
(TYP.)
1 D-1 CLF CLF CLF

CLF CLF CLF CLF CLF CLF

CLF CLF CLF CLF
023-231-003 CALIFORNIA TAHOE CONSERVANCY
023-381-010 CTC
023-381-001 CTC
023-241-047 CITY OF SLT
023-241-048 CITY OF SLT
023-361-004 CITY OF SLT
CLF
CLF
CLF
CLF
CLF

CLF CLF

CLF CLF
CLF
CLF
CLF
CLF

CLF CLF
CLF
CLF
CLF
CLF
CLF
CLF

CLF CLF

CLF CLF
CLF
CLF

CONSTRUCT TEMPORARY

CONSTRUCTION ENTRANCE
(MINIMIZE DISTURBANCE, GRADING

EQUIPMENT ONLY, MAX WIDTH OF
8-10 FEET)
1 D-1

INSTALL TEMPORARY CHECK DAM
3 D-1

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_BMP.dwg, Tab: BMP-2 Plot Stamp: 3/11/2022 3:49:43 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BMP SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA BMP-2
6 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION

BMP QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY*
TEMPORARY GRAVEL CHECK DAM EA ±3
TEMPORARY DRAINAGE INLET PROTECTION EA ±6
TEMPORARY CONSTRUCTION LIMIT FENCE (CLF) LF ±2,680
TEMPORARY SILT FENCE LF ±1,500
TEMPORARY CONSTRUCTION ENTRANCE SF ±1565
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
50 100
HORIZONTAL SCALE: 1" = 50'
0 SEE SHEET BMP-1
LEGEND

TEMPORARY SILT FENCE

TEMPORARY CONSTRUCTION LIMIT FENCE

TEMPORARY FIBER ROLL

TEMPORARY CHAIN LINK FENCE

TEMPORARY CHECK DAM

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY STAGING AND STORAGE AREA

TEMPORARY CONSTRUCTION ENTRANCE

WATERS OF THE UNITED STATES

WETLANDS AREA

RIPARIAN AREA
NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE APPROVED SWPPP AND THE PROJECT PERMITS.

2. THE STAGING AREA AS SHOWN ON THE BMP SHEETS INDICATES THE MAXIMUM USABLE SPACE THAT IS AVAILABLE TO THE CONTRACTOR.

4. PLACEMENT OF ADDITIONAL FENCING MAY BE NECESSARY FOR THE WORK REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE PROJECT DRAWINGS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES.

9. TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED BY AN AMENDED SWPPP, DIRECTED BY THE ENGINEER OR DIRECTED BY THE PROJECT QSP.

10. CHECK DAMS SHALL BE INSTALLED AT A SEPARATION DISTANCE SO THAT THE TOP OF THE DOWNSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM CHECK DAM.

CLF
SEE SHEET BMP-1
228
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-081-005 CSLT
023-430-040 CTC
36"
"6"6" 10" 12"
30" 26"
30"
12" 8"
16"
26"
28"
10"
12"
12" 16"
14"
14" 8"
10"
12" 6"
10"
10"
8"
8"
8"
6" 6"
24"
32"
14"
20"
28"
22"
14" 26"
8" 14"
8"
12"
6" 6"
10"
8"
6"
10" 12"
8"
34"
30"
16" 14"
12"
28"
12"
12" 28"
24"
14" 34"
20"
18"
12"
10"
18"
12" 16" 22"
8"
24"
18"
26" 10"
22"
10"
28" 14" 6"
14"
30"
22"
22" 12" 8"
16"
18"14" 6"
6" 6" 6"
6"
28"
10"
14"18"
6" 24"
26"
14"
26"
16"
24"
12"
10" 6"
8"
6"
6" 6"
6"
8" 8" 8" 8"8"
10"
16"
12"
14"
10"
8" 8" 8" 6" 8"
12" 6"
6" 8" 10"
8"14"
18"
6"
10" 22"
12"
18" 6" 10"
28"
24"
12" 8" 10" 8"12" 8" 10"
14"
14"
12" 14" 6"
6" 6"
20" 10"
6"
16"
12"
10"10"
10"8"
12" 8" 6" 8"
6"12" 10"
8"
6" 10"
12" 8" 8" 6"
6"
6" 6"10"
14"
6"
12" 12"
8"
8" 6"
6" 8"
8"
6"
14" 6"6" 20"
6"
6" 18"
6"
6"
8"
6"
6"
10"12"
10" 14"
16"
8"
24"
22"
26" 28"
26"
10"
26" 28"
12"
8"22" 16"20"
14"
32"
14"
14"
16"
24" 14" 10"
8"
16" 8" 16" 12"
6" 22"
18" 12"
6"
36"
6"
6"
12"
12"
10"
10" 14"
16"
20"
28"
8"
14"
14" 18"
28" 6"
14"
6" 8" 10"
10" 12"
12"
12"
20" 14"
12"
30" 12"
10"
14"14"
30" 24" 32"
26"
34"
14"
8"
16"
10"
20"
8"
6"
10"
12"
12"
18"
6"
14"
12"
12"
8"
10"
18"6"
22"
28" 38"
34"
24"
10"
36" 10"
40"
12" 38"
32"
28" 28" 14"
12"
30"
22"
16"
10"
6" 14"
6" 8"
26"
10"10"
22"
16" 26"
28"
6" 10"
6"
6"
6"
30"
30"
28"
12"
10"
12"
14"
24"
18"
6"
6"
12"
6"6"
6"
6"
12"
8"
24"14" 18"
8"
14"
30"30"
44"
46"
22"
40"
20"
30" 12" 14"
14"
32"
22"26"
24"
26"
32" 14"
32"
30"
22"
36"
36"
16" 14"
6" 8" 8"8"
10"6"
24"
28"
24"
12"
8"
24"
14"
24"
14"
22" 26"
6" 6"
48"
6"
10"
12"
12"
8"10"
10" 16" 6"12"8"8"
6"
10"
12"
12"
12"
12" 12"
12" 12"
10"
12"
12"
12"
12"
12"
6"12"
6"
12"
6" 10"
10"
6" 8" 8"
8"6"
8 10
36"
8"
10"
16" 8"
6"8"10"
10"
10"
26"
30"
12"14" 8"
24"
14"
6" 18" 6"10"26"
20"
6"8" 12"
18"
8"
10"
16"
22"
12"
10" 8"
10"
12" 6" 10" 10"
6" 8" 12"
34"
6"
6"
30"
13"
19"
36"
24"

EX SD 12

EX SD 15

EX SD 12

EX SD

EX GAS 6 PE

EX GAS 6 PE EX GAS 6 PE

EX SS 8

EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 6

EX WL 8 STEEL

EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2

EX ELEC

EX TELE

LE EX TELE

EX TELE

EX ELEC

EX ELEC
ET
EV
EV
EV

EP EP EP
ET

EX SD

EX GAS

EX GAS 2 STL

EX GAS 2 STL
S
S
S
W
SSC
SD
SD
SD

EX SD 12

EX SD 36X56
SD
EX. ASPHALT CONCRETE PAVEMENT,

REMOVE AND DISPOSE
EX. FENCE,

REMOVE AND DISPOSE PORTION
±183 LF

REMOVE TREE,
(TYP.)
EX. SSMH,

PROTECT IN PLACE,

RAISE/LOWER RIM TO FINISH GRADE

AS NEEDED
EX. ROCK-LINED DITCH,

REMOVE AND DISPOSE
(TYP)

PROTECT IN PLACE

THIS SEGMENT OF EX TRAIL
EX. UTILITY POLE,

PROTECT IN PLACE
EX. BASIN TO BE FILLED.

REFER TO GRADING SHEET
C-2 FOR ADDITIONAL
INFORMATION.

EX. SD STRUCTURE,

TIE-IN TO
EX. SD PIPE,

REMOVE AND DISPOSE

PROTECT IN PLACE

EX SD PIPE AND

STRUCTURES
EX. SD STRUCTURE,

REMOVE AND DISPOSE
EX. SD PIPE,

REMOVE AND DISPOSE
EX. BASIN TO BE FILLED.

REFER TO GRADING SHEETS
C-19 AND C-20 FOR
ADDITIONAL INFORMATION.

SALVAGE AND RELOCATE EX BOULDERS FOR

INCORPORATION INTO PROPOSED WORK AS
SHOWN AND DIRECTED BY THE ENGINEER.
(TYP.)

SALVAGE AND RELOCATE EX BOULDERS FOR

INCORPORATION INTO PROPOSED WORK AS
SHOWN AND DIRECTED BY THE ENGINEER.
(TYP.)
EX. SD PIPE,

REMOVE AND DISPOSE
EX. CONCRETE,

REMOVE AND DISPOSE
EX. ROCK-LINED DITCH,

PROTECT IN PLACE
LAND USE #

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DEMO.dwg, Tab: DEMO-1 Plot Stamp: 3/11/2022 3:53:41 PM - Ivan Trujillo * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
30 60
HORIZONTAL SCALE: 1" = 30'
0 LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448
TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DEMO SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA ######
7 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
SEE SHEET DEMO-2
ITEM DESCRIPTION UNIT QUANTITY*
B ST

EMERALD BAY RD
229
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-381-003 CSLT
023-381-010 CTC
023-381-001
CTC
6"
6"
6"
6"
8"8"
8" 8"
10"
16" 12"
14"
10"
8" 6" 8" 12" 6"
6" 10" 8"
14"
6"
10"
22"
12"
18"10" 28"
10"
12"
14"
8"
6"8"8" 10"6"
24"
28"
24"12"
14"
24"
14"
22" 26"
32"28" 28"
6" 6"
48"
6"
10"
12"
12" 8"10"
10" 16" 6"12"8"8"
6"
10"
10"
26"
16"
10"
14"
14"
10"
48" 36"
14" 16"
20"
16"
30"
26"
36"
28" 12" 10"
8" 8"10"
18"
14"
14" 14"
6" 12"10" 8"
16"
12" 6"
22" 14"
18"
10"
8" 14" 12" 10" 10"
12"12"
28"
18"
8"10" 28" 6"
24"
22" 28"
26" 12" 22" 10" 12"
10"
20" 16"24" 10"
8"
14" 32"
16" 12" 10"
26"
26" 10"
16"
12"38" 12" 14"
16"10"
28"
10"
28" 10" 16"
20" 24"
22"
26" 18" 18"
16" 24"
32"
20" 22" 22"
14"
12"
12"12" 10"
6"
10"
10" 16"
16"
8"
46"
16" 20"
20"
16" 20"
30"20"
6"
6"
10"
10" 10"
22"
18"
6"
8"
8"
12"
14"
12"
14"
10"
6"
22"
16"
16"18"
18"
18"8"
16"
14"
12"18"
6"
26"
18" 12"
12"
18" 18"
42"
6" 6"
34"
30" 18"
18" 16"
16"
16" 6"
26"
10"
8"
10" 6"
10" 8"
20"
34" 12" 22"
10" 24
30" 8"
30"
12"
16"
16"
22"
24"
24"
12"
44"
8"
6"
10"
10"
6"
10"
6"
8"
6"
8"
6"
6"
16"
16" 12"
10"
6" 8"
8"
14"
30"
8"
10"
18"
12"
22"
20"
36"
12"
30"
10"
22"
22"
26"
26"
18"
24"
24"
26"
20"
26"
36"
16" 6" 26"10" 18" 24"
18" 16"
12" 14"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12"
12"
12" 12" 12" 12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12" 12" 12" 12"
12"
8"6"
12"
12"
6"
12"
12"
12"
12"
12" 12"
12" 12"
12"
30" 22"
24"
20"
26"
22"
26" 22"
6"
22"
20"8" 26"
22"
12"
20"22"
18"
22"10"
16"
16"
16"
6"6"
8"
12" 14"
16"
20"
6" 22" 20"12" 32"
30"
6" 6"
12"
12" 12"
12"
12"
8" 8"
12" 12"
12" 12"
12"
12"
10"
12"
12"
12"
12"
6"12" 6"
12"
6" 10"
10"
6" 8" 8" 8"6"
8 10
36"
8"
6"
8" 16"
10"
16"
20"12" 20" 18" 30"
8"
8"10" 6" 10"
10"
26"
30" 12"14" 8"
24" 14" 6" 18" 6"10"26" 20"
6"8" 12"
18"
8"
10"
16"
22" 12" 10"
8"
10"
12" 10" 6"
6" 8"
12"
34"
6"
42"

EX GAS 2 STL EX GAS 2 STL

EX GAS

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX WL 8 STEEL

EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL EX WL 4 STEEL

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX ELEC

EX TELE

EX TELE
ET

EX SD

EX GAS 2 STL

EX GAS 2 STL
S
S
SSC
SD

EX SD 60
60 inch pipe
S
S
S
S
S

EX GAS

EX GAS EX SD 36X56 EX SD 36X56

EX SD

EX SD
EX. REMNANT CONCRETE

STRUCTURE,

REMOVE AND DISPOSE
EX. ASPHALT CONCRETE PAVEMENT,

REMOVE AND DISPOSE
EX. SSMH,

PROTECT IN PLACE,

RAISE/LOWER RIM TO FINISH

GRADE AS NEEDED
EX. 60"X39" CMP SD PIPE,

REMOVE AND DISPOSE

PORTION OF EX SD PIPE,
±84 LF
EX. SSMH,

PROTECT IN PLACE,

RAISE/LOWER RIM TO FINISH GRADE

AS NEEDED

SALVAGE AND RELOCATE EX BOULDERS FOR

INCORPORATION INTO PROPOSED WORK AS
SHOWN AND DIRECTED BY THE ENGINEER.
(TYP.)
SEE SHEETS C-4 AND C-5 FOR

DEMOLITION ITEMS ON

BARTON AVE AND HELEN

BASIN SD STRUCTURES

REMOVE TREE
(TYP.)
EX. SD VAULT,

REMOVE EXISTING COVER AND

RETROFIT W/ STEEL FLAT TOP COVER,
2'x2' FRAME AND LOCKING HINGE

OPENING

TREES NOT SURVEYED SHALL BE VERIFIED
IN THE FIELD FOR REMOVAL. TREES NOT

IDENTIFIED FOR REMOVAL SHALL REMAIN
(TYP.)
LAND USE #

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DEMO.dwg, Tab: DEMO-2 Plot Stamp: 3/11/2022 3:54:02 PM - Ivan Trujillo * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
30 60
HORIZONTAL SCALE: 1" = 30'
0 LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448
TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DEMO SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA DEMO-2
8 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION

HELEN AVE

BARTON AVE
SEE SHEET DEMO-1
ITEM DESCRIPTION UNIT QUANTITY*
230
X
X
X
X
X
X
X
X
X
X
X
X
X
X

EX SD 12

EX SD

EX GAS 6 PE

EX GAS 8 STL

EX GAS 2 STL

EX GAS

EX GAS
S 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8

EX SS 6

EX SS 8

EX SS 8 EX SS 8

EX SS 8

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STEEL

EX WL 8 STEEL

EX WL 8 STEEL
LEE EX WL 4 STEEL

EX WL 4 STEEL

EX WL 4 STEEL EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2

EX ELEC

EX ELEC EX ELEC

EX ELEC
EX

EX ELEC

EX TELE EX TELE

EX TELE

EX GAS

EX GAS EX GAS EX GAS EX GAS

EX GAS

EX ELEC

EX ELEC
E
EMX5
E. PANEL
EMX6
E. PANEL EV
ET
ET
ET
EV
EV
EV

EP EP EP
ET
GMX6

EX SD

EX SD 32X48

EX SD

EX GAS

EX GAS 2 STL

EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS

EX GAS
S
S
S
S
SSC
SSC
SD

EX SD
SD
SD
SD
SD EX SD 12
60 inch
pipe
S
S
S
S
S

EX GAS

EX SD 36X56

EX SD

EX SD
SD
HWY 50
B ST.

BARTON AVE
B ST.

MCDONALDS RETENTION BASIN

HELEN AVE

EMERALD BAY RD
6270
6270
6275
6265
6265
6270
6270
6270
6265
6265
6270
6270
6260
6260
6265
6260
6265
6270
6265
6255
6260
6265
6270
6260
6260
6260
6260
6265
6265
6255
6255
(Pr_GB FL) 19+49
(Pr_GB FL) 1+00
(Pr_GB FL) 2+00
(Pr_GB FL) 3+00
(Pr_GB FL) 4+00
(Pr_GB FL) 5+00
(Pr_GB FL) 6+00
(Pr_GB FL) 7+00
(Pr_GB FL) 8+00
(Pr_GB FL) 9+00
(Pr_GB FL) 10+00
(Pr_GB FL) 11+00 (Pr_GB FL) 12+00
(Pr_GB FL) 13+00
(Pr_GB FL) 14+00
(Pr_GB FL) 15+00
(Pr_GB FL) 16+00
(Pr_GB FL) 17+00
(Pr_GB FL) 18+00
(Pr_GB FL) 19+00
6268 6267 6266 6265 6264
6263
(SD L9b) 4+50
(SD L9b) 1+00
(SD L9b) 2+00
(SD L9b) 3+00
(SD L9b) 4+00

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: G-1 Plot Stamp: 3/11/2022 3:54:59 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT OVERVIEW GRADING PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA G-1
9 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
60 120
HORIZONTAL SCALE: 1" = 60'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK

BARTON AVE
EMERALD BAY RD.

HELEN AVE
B ST.

C-1
C-2
C-4
C-3
LEGEND:

AREAS OF CUT

AREAS OF FILL
231
X
X
X
X
X
X
X
023-081-005 CSLT
023-430-040 CTC
023-430-041 OISHI
023-081-007 MOSHER

EX SD 12 EX SD 12

EX SD 12

EX SS 8

EX WL 8 STEEL

EX ELEC

EX TELE

EX TELE
EV
EV
EV
EP
EP
EP

EX SD 32X48

EX GAS

EX GAS EX GAS

EX GAS
S
SD
SD
34"
38"
36"
30" 26"
30"
12"
8"
16"
26"
28"
10"
12"
12"
16"
14"
8"
14"
10"
12"6"
10"
10"
8"
8"
8"
6"
6"
24"
32"
28"
28"
6"
8"
10"6"
6"
16"
12"
6"
14"
20"
10" 6"
10"
34"
22" 6"
26"
30"
28"
22"
14"
18"
28"
10"
30" 6"
28"
24"
32"
14" 26" 14"
8"
8"
12"
6"
6"
10"
8"
6"
10" 12"
8"
34"
30"
16"
14"
12"
28"
12"
12"28"
24"
14"
34"
20"
18" 12"
10"
18"
12"
16"
22"
8"
24"
18"
26"10"
22"
10"
14" 28"
6"
14"
30"
22"
22"
12" 8"
16"
18"14"
6"
6" 6"
6"
6"
28"
10"
14"
18"
6"
24"
26"
14"
26" 16"
24"
12"
10"
6"
8"
6"6"
10" 20" 6" 16"
12"
6"
10" 14" 16"
8"
24"
22"
26" 28" 26"
10"
26" 26" 28"
12"
8"
22" 16" 14"
20"
32"
14"
14"
16"
24" 14"
10"
8"
16"
8"
16" 12"6"
22"
18"12"
6"
36"
28"
8"
14"
14" 14"
18"
28"
6"
14"
10"
12"
12"
12"
14"
20"
12"
30"
12" 10"
14"14"
30"24"
32"
26"
34"
14"
8"
16"
10"
20"
8"
6"
10"
12"
12"
18"
6"
14"
12"
12"
8"
10"
18"6"22"
28"
38"
34"
24"
10"
36"
10"
40"
12"
38"
32"
28"
28"
14"
12"
30"
22"
16"
10"
6"
14"
6"
8"
26"
10"10"
22"
16"
26"
28"
6"
10"
6"
10"
6"
30"
13"
19"
32"
8"
B ST.

B ST.

SEE SHEETS C-6 THRU 6-10 FOR

ADDITIONAL TRAIL INFORMATION

GRADING LIMITS
(TYP.)

REMOVE TREE
(TYP.)
SEE SHEET DEMO-1
SEE SHEETS C-6 THRU 6-10 FOR

ADDITIONAL TRAIL INFORMATION
6270
6270
6275
6265
6265
6270
6270

EXTEND EXISTING OUTFALL CHANNEL

WITH ROCK LINED SWALE
STA: 2+50 - STA: 3+85±
6270
3 D-1

TRAIL SIGNAGE,

SEE LANDSCAPE SHEETS

FOR MORE INFORMATION
(TYP.)
Pr_GB FL
2+60.00
Pr_GB FL
3+00.00 Pr_GB FL
3+20.00 Pr_GB FL
3+40.00 Pr_GB FL
3+60.00
Pr_GB FL
4+20.00
Pr_GB FL 5+80.00
Pr_GB FL
7+40.00
(Pr_GB FL) 2+00
(Pr_GB FL) 3+00
(Pr_GB FL) 4+00
(Pr_GB FL) 5+00
(Pr_GB FL) 6+00
(Pr_GB FL) 7+00

BEGIN ROCK LINED SWALE
STA: (Pr_GB FL) 5+28±

CONSTRUCT ROCK LINED SWALE
(TYP.)
3 D-1
3 D-1
(SD L9a) 2+00
6267 6267
6268
6268
6269
6269
6265
6264
6264
6266
6267
6270
6270
6270
6270
6271
6272
6270
6267
6268
6269
6271
6267

PROVIDE SLOPE STABILIZATION

PER LANDSCAPE PLANS OR AS

DIRECTED BY THE ENGINEER
(TYP.)
1 D-4

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-1 Plot Stamp: 3/11/2022 3:55:28 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT SD AND BASIN GRADING SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-1
10 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20' SEE SHEET C-2 STA: (Pr_GB FL) 7+00 - 12+00 NOTES:

1. SEE SHEET C-6 FOR Pr_GB FL PROFILES
SEE SHEET C-7 FOR Pr_GB FL SECTIONS
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
232
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-430-038 MC DONALDS CORPORATION
023-381-002 MC DONALDS CORPORATION
023-381-003 CSLT
023-381-009 CASANOVAS
023-381-001 CTC

EX SD 12 EX SD 12

EX SD 12

EX SD 15

EX SD 12

EX SD

EX SS 8

EX SS 6

EX WL 8 STEEL

EX ELEC

EX TELE

EX TELE EX TELE EX TELE EX TELE

EX ELEC

EX ELEC
ET

EX GAS 2 STL

EX GAS 2 STL
S
S
SD
SD
SD
SD

EX SD 12

EX SD 12
S

EX SD 36X56

EX SD

EX SD EX SD
SD
12"
6"
6"
6"6"
6"
6" 8" 8"
8"8"
8"
10"
16" 12"
14"
10"
8" 8"8" 6" 8"
12" 6"
6"
8" 10"
8"14"
18"
6"
10"
22" 22"
12"
18" 6"
10" 28"
8"
14"
12" 14"
6"6"
10" 20" 6" 16"
12"
10"
10" 10"
8"12" 8" 6"
8"
12"
6"
10"
8"
6"
10"
12"
8"
8" 8"
6"
6"
6" 10" 6"
14"
6"
12"
8"
12"
8"
6"
6" 8"
8"
6"
14"
6" 6"
20"
6"
6"
18"
6"
6"
8"
6"
6"
10"
12"
10" 14" 16"
8"
24"
22"
8"
16"
8"
16" 12"6"
22"
18"12"
6"
6"
12"
12"
10"10"
14"
16"
20"
14"
8"
6" 10"
10"
12"
12"
12"
14"
30"24"
32"
26"
34"
6"
10"
6"
6"
6"
30"
30"
28"
12"
10"
12"
14"
24"
26"
10"
42"
18"
6"
6"
12"
6"6"6"
6"
12"
8"
14"
24" 18" 8"
8"
6"8"8" 10"6"
24"
28"
24"
12"
8"
24"
14"
24"
14"
22" 26"
32"28"
28"
6"
6"
48"
6"
10"
12"
12"
8"10"
10" 16" 6"
12"8" 8"
6"
10"
10"
26"
16"
10"
14"
14"
10"
48"
36"
14"
16"
20"
16"
30"
26"
36"
12" 12"
28"
18"
10" 8"
28"
6"
24"
22"
28"
26" 26"
12"22" 12" 10"
10"
20" 16"24"
10"
8"
14"
32"
16"12"10"
26"
26" 10"
16"
38"
12"
12"14"
16"
10"
28"
10"
28" 10" 16"
20"
24"
22"
26"
18" 18"
6"
10"
16"
24"
32"
10"
16" 28" 6"10"
8"
20"
22"
22"
14"
12"
6"
10"
10"
10"
22"
18"
6"
10"
8"
6"
10"
10"
6"
10"
6"
8"
6"
8"
6"
6"
16"
16" 12"
10"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
10"
12"
12"
12"
6"
12" 6"
12"
6"
10"
10"
6"
12"
14"
16"
22"
12" 10"
8"
10"
12" 10"
6"
10"
6"
8"
12"
34"

REMOVE TREE
(TYP.)

SEE SHEETS
DEMO-1 &
DEMO-2
EX. SD NETWORK. PROTECT IN
PLACE (TYP.)
SEE SHEETS C-6 THRU 6-10 FOR ADDITIONAL

TRAIL INFORMATION
SEE SHEETS C-6 THRU C-10 FOR ADDITIONAL

TRAIL INFORMATION

GRADING LIMITS
(TYP.)
6270
6265
6265
6270
6270
6265
CUT EX. SD PIPE.

SEE DEMO SHEET 2.

ADD FES AND RIP RAP

DISSIPATOR

ADD FES TO EX SD PIPE
EX. TRAIL TO BE REMOVED
(TYP.) SEE DEMO SHEET 1
SEE SHEETS C-6 THRU 6-10 FOR

ADDITIONAL TRAIL INFORMATION
5 D-6

REMOVE EX SD PIPE,
RESTORE GRADING.

SEE SHEET DEMO-2
5 D-6
Pr_GB FL
7+40.00
Pr_GB FL
9+00.00
Pr_GB FL
10+60.00
(Pr_GB FL) 7+00
(Pr_GB FL) 8+00 (Pr_GB FL) 9+00
(Pr_GB FL) 10+00
(Pr_GB FL) 11+00
(Pr_GB FL) 12+00

CONSTRUCT ROCK LINED SWALE
(TYP.) 4
D-6
(SD L9a) 3+50
(SD L9a) 1+00
(SD L9a) 2+00
(SD L9a) 3+00

PROVIDE SLOPE STABILIZATION

PER LANDSCAPE PLANS OR AS

DIRECTED BY THE ENGINEER
(TYP.)
INSTALL 18" Ø HDPE STORM DRAIN PIPE
74 LF±

TIE-IN TO EXISTING SD

STRUCTURE
INSTALL 3-WAY WYE FITTING
CONNECT EX. 12" Ø SD PIPE
TO PROPOSED 18" Ø SD PIPE
INSTALL FENCE, MATCH EX.
34 LF ±
INSTALL FES AT PIPE OUTLET 5
D-6
2 D-3
RETROFIT EX. SD VAULT W/
STEEL FLAT TOP COVER, 2'x2'

FRAME AND LOCKING HINGE

OPENING
1 D-5
IE: 6261.0'

INSTALL LIGHT POST
(TYP.)

SEE ELECTRICAL SHEETS FOR

EXACT LOCATION AND

ADDITIONAL INFORMATION
TRAIL AMENITIES AND SITE FURNISHINGS. SEE

LANDSCAPE SHEETS FOR ADDITIONAL INFORMATION
6265
6263
6264
6266
6267
6268
6265 6264
6264
6266 6267
6265
6264
6263
6263
6265
6260
6261
6262
6265
6264
6266
6267
6264
6262
6263
6263 6264
6264
6265
6265
6264
6264
6270
6273
6270
6271
6272
6267
6270
6266
6267
6268
6269
6271
6262
6263
6264
1 D-4
(SIMILAR)
(SD L9b) 4+50
(SD L9b) 1+00
(SD L9b) 2+00
(SD L9b) 3+00
(SD L9b) 4+00
D
REMOVE EX. SD PIPE.

SEE DEMO SHEET 2.

INSTALL 18" Ø RCP STORM DRAIN PIPE
194 LF±
CONNECT TO EX. SD STRUCTURE
2 D-3

INSTALL FES AT PIPE OUTLET
5 D-6

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-2 Plot Stamp: 3/11/2022 3:56:03 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT SD AND BASIN GRADING SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-2
11 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20' SEE SHEET C-1 STA: (Pr_GB FL) 2+00 - 7+00 SEE SHEET C-3 STA: (Pr_GB FL) 12+25 - 17+00
NOTES:

1. SEE SHEET C-6 FOR Pr_GB FL PROFILES
SEE SHEETS C-7 AND C-8 FOR Pr_GB FL SECTIONS

2. SEE LANDSCAPE SHEETS FOR SITE AMENITIES /

FURNISHINGS
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
233
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-231-017 BARTON HEALTHCARE SYSTEM
023-231-016 CSLT
023-381-010 CTC
023-381-001 CTC
023-231-016 CSLT
023-231-012 CTC

EX GAS 2 STL

EX GAS

EX SS 8

EX WL 4 STEEL

EX SS 8

EX SS 8
S
S
14"
14"
10"
48"
36"
14"
16"
20"
16"
30"
26"
36"
28"
12" 10"
8"
8"10"
18"
14"
14"
14"
6"
12"
10"
8"
16"
12"
6"
22"
14"
18"
10"
8" 8"
14" 12"
10"
10"
12" 12"
22"
22"
14"
12"
12"
12"
10"
6"
10"
10"
16"
16"
8"
46"
16"
20"
20"
16"
20"
30"20"
6"
12"
14"
6"
22"
16"
16"
18"
18"
18"
8"
16"
14"
12"
18"
6"
26"
18"
12"
12"
18"
18"
42"
6"
6"
34"
30"
18"
18"16"
16"
16"
6"
26"
10"
8"
10"
6"
10"8"
20"
34"
12"
22"
10" 24
30"
8"
30"
12"
16"
16"
22"
24"
24"
12"
6"
8"
8"
14"
30"
8"
10"
18"
12"
22"
30"
10"
22"
22"
26"
26"
18"
36"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12" 12"
12"
12"
8"6"
12"
12"
6"
12"
12"
12"
12"
12"
12"
12"
12"
12"
30"
22"
24"
20"
26"
22"
26"
22"
6"
22"
20"8"
26"
22"
12"
20"22"
18"
22"
10"
16"
16"
16"
20"
32"
30"
42"
SEE SHEETS C-6 THRU C-10

FOR ADDITIONAL BOARDWALK

INFORMATION

BARTON AVE

HELEN AVE
SEE SHEET C-4 FOR

BARTON AVE

IMPROVEMENTS
6260
6260
6265
6260
6265
6270
6265
6255
6260
6265
6270

GRADING LIMITS
(TYP.)
SEE SHEETS C-6 THRU C-10

FOR ADDITIONAL TRAIL

INFORMATION
6260
6265
6265
4 D-6
Pr_GB FL
12+20.00
13+80.00 Pr_GB FL
Pr_GB FL
15+40.00
(Pr_GB FL) 11+00
(Pr_GB FL) 12+00
(Pr_GB FL) 13+00
(Pr_GB FL) 14+00
(Pr_GB FL) 15+00
(Pr_GB FL) 16+00
(Pr_GB FL) 17+00

END ROCK LINED SWALE
STA: (PR_GB FL) 15+74±
4 D-6

GRADING LIMITS
(TYP.)

PRESERVE EXISTING BASIN

OUTSIDE OF GRADING LIMITS

TRAIL SIGNAGE,

SEE LANDSCAPE SHEETS FOR

ADDITIONAL INFORMATION
(TYP.)

CONSTRUCT ROCK LINED SWALE
(TYP.)
1 D-9 MINOR ROCKERY WALL

REMOVE TREE
(TYP.)
SEE SHEET DEMO-2

INSTALL LIGHT POST
(TYP.)

SEE ELECTRICAL SHEETS FOR

EXACT LOCATION AND

ADDITIONAL INFORMATION
TRAIL AMENITIES AND SITE FURNISHINGS. SEE

LANDSCAPE SHEETS FOR ADDITIONAL INFORMATION
6265
6260
6261
6262
6260 6259 6258
6262 6261
6265
6263
6264
6265
6265
6263
6264
6264
6266
6266
6267
6267
6264
6266
6267
6268
6258
6259

PROVIDE SLOPE STABILIZATION

PER LANDSCAPE PLANS OR AS

DIRECTED BY THE ENGINEER
(TYP.)
1 D-4

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-3 Plot Stamp: 3/11/2022 3:56:34 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT SD AND BASIN GRADING SHEET 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-3
12 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
SEE SHEET C-4 STA: (Pr_GB FL) 16+25 - 18+31
SEE SHEET C-2 STA: (Pr_GB FL) 7+00 - 12+25
20 40
HORIZONTAL SCALE: 1" = 20'
0 NOTES:

1. SEE SHEET C-6 FOR Pr_GB FL PROFILES
SEE SHEET C-8 FOR Pr_GB FL SECTIONS

2. SEE LANDSCAPE SHEETS FOR SITE AMENITIES /

FURNISHINGS
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
234
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-231-017 BARTON HEALTHCARE SYSTEM
023-231-016 CSLT
023-231-06 HAMILTON
023-231-019 BORGE
023-231-018 TIONG
023-241-023 CTC
023-241-022 MEHRENS
023-241-038 BSM SO LAKE

TAHOE LLC
023-241-029 BARNES
023-231-011 SMITH
023-231-016 CSLT
023-231-012 CTC
023-231-010 CTC

EX GAS 8 STL

EX GAS 6 STL

EX GAS 2 STL

EX GAS

EX GAS 2 STL

EX SS 8

EX SS 6

EX WL 8 STEEL

EX WL 4 STEEL

EX WL 6 STEEL

EX WL 4 STEEL

EX SS 8

EX TELE

EX SD

EX GAS

EX GAS
SD

EX SD 15X21

EX SD 60

EX SD 60 60
inch
pipe

EX SD 18X30
S
S

EX GAS S

EX GAS

EX GAS
18"
12"
12"
18"
18"
42"
6"
6"
34"
30"
18"
18"16"
16"
16"
6"
26"
10"
8"
10"
6"
10"8"
20"
34"
12"
22"
10" 24
30"
8"
16"
16"
24"
24"
8"
14"
30"
8"
10"
18"
12"
22"
20"
36"
12"
30"
10"
22"
22"
26"
26"
18"
24"
24"
26"
20"
26"
36"
16"6"
26"
10"
18" 24"
18" 16"
12" 14"
12"
7" 10"
8"
9"8"10"
7"
12"
32"
35"
13"
15"
48"
12"
14"
12"
14"
HWY 50

BARTON AVE

HELEN AVE
SEE SHEETS C-6 THRU C-10

FOR ADDITIONAL TRAIL

INFORMATION

GRADING LIMITS
(TYP.)

PRESERVE EXISTING BASIN/MEADOW
BASIN TOP ELEVATION: 6,265'
BASIN BOTTOM ELEVATION: 6,254.5'
BASIN TOP AREA: 181,387 SF
BASIN BOTTOM AREA: 3,083 SF
BASIN CAPACITY: 25,925 CY
BASIN CAPACITY TO OUTLET: 7,119 CY
EMERGENCY OVERFLOW: 6264.5'
SECONDARY OUTLET ELEV: 6263.5'
BASIN OUTLET ELEV: 6261'
REMOVE AND DISPOSE EX.

SD INLET AND SD PIPE
(SD-M10) 1+00
(SD-M10) 2+00
(SD-M10) 3+00
(SD-M10) 4+00
(SD-M10) 5+00
(SD-M10) 6+00
D
D
D
INSTALL 60"
STA: (SD-M10) 5+54.63, 0.00'

REMOVE AND DISPOSE EX SD PIPE
INSTALL 30" Ø CLASS IV RCP STORM DRAIN PIPE
115 LF±
INSTALL 30" Ø CLASS IV RCP STORM DRAIN PIPE
69 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
193 LF±

REMOVE AND DISPOSE EX SD PIPE,
INSTALL 18" Ø HDPE STORM DRAIN PIPE
3 LF±

REMOVE AND DISPOSE EX SD PIPE,
INSTALL 18" Ø HDPE STORM DRAIN PIPE
23 LF±
INSTALL 60" STORM DRAIN MANHOLE (SDMH 31)
STA: (SD-M10) 3+56.25, 0.11'LT.

REMOVE AND DISPOSE EX SD DI,
INSTALL DRAINAGE INLET TYPE 1 (DI 30)
STA: (SD-M10) 3+52.71, 5.70'RT.

REMOVE AND DISPOSE PORTION OF EX SD PIPE LOCATED
WITHIN PUBLIC RIGHT OF WAY. PORTION OF EX SD PIPE

LOCATED IN PRIVATE PARCEL TO BE ABANDONED IN PLACE
AND PLUGGED WITH SLURRY CEMENT BACKFILL.
2 D-3
1 D-3
(SD L10) 1+50
(SD L10) 1+00
(SD L11) 1+50
(SD L12) 1+00
D (SD L9) 1+00 (SD L9) 1+50
(SD M10a) 2+50
(SD M10a) 1+00
(SD M10a) 2+00
INSTALL 30" Ø CLASS IV RCP STORM DRAIN PIPE
24 LF±
INSTALL 60" STORM DRAIN MANHOLE (SDMH 30a)
STA: (SD M10a) 2+13.59, 0.00'
INSTALL 30" Ø HDPE STORM DRAIN PIPE
101 LF±

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 5)
STA: (SD M10a) 1+08.05, 0.00'RT.

OUTLET BOX ONLY -

NO LOW FLOW OUTLET

REMOVE AND DISPOSE EX BASIN OUTLET STRUCTURE

INSTALL BASIN OUTLET STRUCTURE
(OUTLET STRUCTURE 4a)
STA: (SD-M10) 1+59.68, 0.00'
6255
6260
6265
6270
6260
6260
6260
6260
6265
6265

REMOVE AND DISPOSE EX SD DI
INSTALL DRAINAGE INLET TYPE 2 (DI 31)
STA: (SD L10) 1+06.61, 0.00'
1 D-5
1 D-5

REMOVE AND DISPOSE EX SD JUNCTION

CONCRETE STRUCTURE AND PIPE

REMOVE AND DISPOSE

EX SD PIPE
6255
6255
2 D-3
2 D-3
2 D-3
2 D-3
1 D-2
2 D-3
2 D-3
1 D-3
1 D-2

PRESERVE EXISTING BASIN

OUTSIDE OF GRADING LIMITS

TRAIL SIGNAGE,

SEE LANDSCAPE SHEETS FOR

ADDITIONAL INFORMATION
(TYP.)
(Pr_GB FL) 19+49
(Pr_GB FL) 16+00
(Pr_GB FL) 17+00 (Pr_GB FL) 18+00
(Pr_GB FL) 19+00

END ROCK LINED SWALE
STA: (PR_GB FL) 15+74±
4 D-6
2 D-2
1 D-3
INSTALL 96" STORM DRAIN MANHOLE (SDMH 30)
STA: (SD-M10) 2+80.53, 0.00'

REMOVE AND DISPOSE EX FENCE AS REQUIRED

FOR CONSTRUCTION OF PROPOSED TRAIL
INSTALL 6" Ø HDPE STORM DRAIN PIPE
29 LF±
2 D-3
EXISTING 48" STORM DRAIN MANHOLE (OUTLET STRUCTURE 4)
STA: (SD-M10) 1+26.60, 0.00'
INSTALL 18" Ø HDPE STORM DRAIN PIPE
8 LF±
INSTALL DRAINAGE INLET TYPE 2 (DI 29)
STA: (SD M10a) 2+20.44, 10.32' RT.

CONSTRUCT OVERFLOW WEIR
WEIR ELEV: 6264.5'
4 D-10
SALVAGE AND RESET EX. POSTS

SITE FURNISHINGS,

SEE LANDSCAPE SHEETS FOR

ADDITIONAL INFORMATION
(TYP.)

RESTORE BASIN AND BERM TO NATURAL

CONDITIONS AFTER CONSTRUCTION OF

PROPOSED BASIN OUTLET WORKS

CONSTRUCT ROAD SHOULDER

STABILIZATION, PERMEABLE

GRAVEL PAVERS & CONCRETE
EDGING.
1200 SF, 300 LF
4 D-7

AC PAVEMENT REMOVAL/PATCH LIMITS
(SHADING TYP.)

SEE DEMO QUANTITY TABLE
5 D-8
1 D-5
6265
6263
6264
6260
6265
6257
6258
6259
6261
6262
6263
6264
6264
2 D-3

PROVIDE SLOPE STABILIZATION

PER LANDSCAPE PLANS OR AS

DIRECTED BY THE ENGINEER
(TYP.)
1 D-4
SEE SHEET C-5 STA: (SD-M10) 5+20 - 8+50
20 40
HORIZONTAL SCALE: 1" = 20'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 5560
REMOVE AND DISPOSE SD DI EA 1
REMOVE AND DISPOSE SD PIPE LF 107
REMOVE TREE (10" AND SMALLER) EA 4
REMOVE TREE (11" TO 23") EA 5
REMOVE TREE (24" AND LARGER) EA 1
NOTES:

1. SEE SHEET C-9 FOR STORM DRAIN (SD-M10) PROFILE AND (SD-M10a) PROFILE SEE SHEET C-10 FOR STORM DRAIN LATERAL (SD-L9) PROFILE AND (SD-L10)

PROFILE

2. SEE LANDSCAPE SHEETS FOR SITE AMENITIES / FURNISHINGS * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
SEE SHEET C-3 STA: (Pr_GB FL) 12+25 - 16+25
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL EXISTING UTILITY SERVICES AND
MAINS ARE SHOWN ON THESE PLANS.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-4 Plot Stamp: 3/11/2022 3:57:05 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT SD AND BASIN GRADING SHEET 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE CITY OF SOUTH LAKE TAHOE C-4
13 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
235
X
X
X
023-241-022

MEHRENS
023-241-038

BSM SO LAKE

TAHOE LLC
023-241-040
RATTO
023-241-026
CARR
023-241-042
LANNOY
023-241-028
CARR
023-241-027
CARR
023-241-035
RATTO
023-241-052
SCHUE

EX GAS 8 STL

EX GAS 6 STL EX GAS 6 STL

EX GAS 6 STL

EX GAS 6 STL EX

EX GAS 2 STL EX GAS 2 STL

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8 EX SS 8

EX SS 6

EX SS 6 EX SS 6

EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL EX WL 8 STEEL

EX WL 8 STEEL

EX WL 6 STEEL

EX WL 4 STEEL EX WL 4 STEEL

EX WL 4 STEEL

EX TELE EX TELE EX TELE

EX TELE

EX SD EX SD EX SD EX SD EX SD EX SD

EX SD

EX SD EX SD EX SD EX SD

EX SD

EX SD
SD
SD
SD

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS 2 STL EX GAS 2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS 2 STL
SSC
SSC
SD

EX SD

EX SD
SD
S

S EX GAS
19"
30"
12"
41"
10"7" 10" 8" 9"
8"
12" 7"
31"
37"
14"
26"
16"
16"7"6"8"6" 8"
26"
27" 25"
32"
26"
25"
25"
19"

LAKE TAHOE BLVD
4TH ST

BARTON AVE
(SD-M10) 8+50
(SD-M10) 5+00
(SD-M10) 6+00
(SD-M10) 7+00
(SD-M10) 8+00
D
D

AC PAVEMENT REMOVAL/PATCH LIMITS
(SHADING TYP.)

SAWCUT LINE SEE DEMO QUANTITY TABLE
(TYP.)
INSTALL DRAINAGE INLET TYPE 2 (DI 32)
STA: (SD-M10) 5+78.98, 9.33'RT.

INSTALL 60" STORM DRAIN MANHOLE (SDMH 32)
STA: (SD-M10) 5+54.63, 0.00'
INSTALL 18" Ø HDPE STORM DRAIN PIPE
22 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
174 LF±
INSTALL 72" STORM DRAIN MANHOLE (SDMH 33)
STA: (SD-M10) 7+34.40, 0.00'

REMOVE AND DISPOSE EX DI,
INSTALL DRAINAGE INLET TYPE 4 (DI 33)
STA: (SD-M10) 7+42.29, 5.98'RT.

REMOVE AND DISPOSE EX SD PIPE,
INSTALL 18" Ø HDPE STORM DRAIN PIPE
5 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
102 LF±
INSTALL 18" Ø HDPE STORM DRAIN PIPE
47 LF±
INSTALL 30" Ø HDPE STORM DRAIN PIPE
STORM DRAIN MANHOLE (SDMH 31) 193 LF±
2 D-3
4 D-4
1 D-2
1 D-3
(SD L11) 1+50
(SD L11) 1+00
(SD L12) 1+00
(SD L12) 2+00

REMOVE AND DISPOSE EX SD DI
INSTALL DRAINAGE INLET TYPE 2 (DI 31)
2 D-3
2 D-3
2 D-3
2 D-3
1 D-2
(CAP/BLOCK OPEN END, AND MARK
WITH 4X4 WOOD POST)
REMOVE EX. SD PIPE

REPLACE PRIVATE FACILITIES IN LIKE KIND
INCLUDING, BUT NOT LIMITED TO: AC PAVEMENT, CURB,
LANDSCAPING, IRRIGATION, STRIPING AND SIGNAGE.

CONNECT PROPOSED SD PIPE TO EX. DI

REPLACE SIDEWALK AND C&G IN LIKE KIND
REMOVE AND REPLACE EX.

COMMERCIAL CONCRETE DRIVEWAY
2 D-7
5 D-8

CONSTRUCT ROAD SHOULDER

STABILIZATION, CEMENT TREATED
PERMEABLE BASE. SEE SHEET C-4
4 D-7

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-5 Plot Stamp: 3/11/2022 3:57:33 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com 4TH STREET STORM DRAIN PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-5
14 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION SEE SHEET C-4 STA: (SD-M10) 1+00 - 5+20 20 40
HORIZONTAL SCALE: 1" = 20'
0 DEMOLITION ITEMS

ITEM UNIT
TOTAL

QUANTITY
REMOVE AND DISPOSE AC PAVEMENT SF 3235
REMOVE AND DISPOSE SD DI EA 1
REMOVE AND DISPOSE SD PIPE LF 107
CAUTION! ALL EXISTING UTILITIES SHOWN ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY UTILITY

HORIZONTAL AND VERTICAL LOCATION PRIOR TO

CONSTRUCTION AND ADVISE THE ENGINEER OF ANY
DISCREPANCIES. ALL EXISTING UTILITIES SHALL BE
POTHOLED PRIOR TO CONSTRUCTION. NO GUARANTEE

IS MADE THAT ALL EXISTING UTILITY SERVICES AND
MAINS ARE SHOWN ON THESE PLANS.

NOTES:

1. SEE SHEET C-9 FOR 4TH STREET STORM DRAIN (SD-M10) PROFILE SEE SHEET C-10 FOR STORM DRAIN LATERALS (SD-L11) AND (SD-L12)

PROFILES

2. SEE LANDSCAPE SHEETS FOR SITE AMENITIES / FURNISHINGS * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
236
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+50.00
Pr_GB FL PROFILE
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 5+00 6+00 6+50
EG (TYP.) FG (TYP.)

MEET EX
STA:2+55.00
ELEV:6268.40 GB
STA:3+50.00
ELEV:6266.50
-2.0%
GB
STA:5+44.61
ELEV:6264.84
-0.9%
GB
STA:6+04.70
ELEV:6263.64
STA:6+50.00
ELEV:6263.41
-2.0%
-0.5%

0.9%

MEET EX
STA:4+19.53
ELEV:6266.25

MEET EX
STA:5+26.42
ELEV:6265.00
Elevation (Ft.)
STA: 6+50.00 TO STA: 12+00.00
Pr_GB FL PROFILE
6255
6260
6265
6270
6275
6255
6260
6265
6270
6275
6+50 7+00 8+00 9+00 10+00 11+00 12+00
EG (TYP.) FG (TYP.)
-0.5% 2.0% -0.5%
-2.0%
STA:6+50.00
ELEV:6263.41
GB
STA:7+53.42
ELEV:6262.90
GB
STA:7+79.80
ELEV:6263.42 GB
STA:11+03.22
ELEV:6261.81
STA:12+00.00
ELEV:6259.87
EX. 8" SS
Elevation (Ft.)
STA: 12+00.00 TO STA: 17+50.00
Pr_GB FL PROFILE
6250
6255
6260
6265
6270
6250
6255
6260
6265
6270
12+00 13+00 14+00 15+00 16+00 17+00 17+50
EG (TYP.) FG (TYP.)
MATCHLINE, SEE SHEET C-9 STA: (SD-M10)1+28.27
STA:12+00.00
ELEV:6259.87
GB
STA:12+63.49
ELEV:6258.61
GB
STA:13+60.00
ELEV:6258.13
GB
STA:14+53.41
ELEV:6257.21 GB
STA:14+90.00
ELEV:6257.03
-1.2% -0.5%
-1.0%
-0.5%
-2.0%
EX. 8" SS EX. 8" SS
MEET EX.

STA:15+74.18
ELEV:6256.00

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-6 Plot Stamp: 3/11/2022 3:57:56 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT DRAINAGE PROFILE TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-6
15 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
NOTE:

SEE SHEETS C-1 THRU C-4 FOR PLAN VIEWS
237
2+60.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-20 -10 0 10 20
EG
FG
3:1
FL
OFF = 0.00
ELEV = 6268.30
4+20.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 EG, TYP.

FL
OFF = 0.00
ELEV = 6265.91

PROPOSED TRAIL
SEE SHEETS C-19 AND C-30

PROPOSED TRAIL
SEE SHEETS C-19 AND C-30
5+80.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 EG, TYP.

FG, TYP. PROPOSED TRAIL
SEE SHEETS C-19 AND C-30
-4:1
-2.0% 2.0% 4:1
OFF = -10.58
ELEV = 6264.35
FL
OFF = 0.00
ELEV = 6264.13
OFF = 9.42
ELEV = 6264.32

MEET EX
OFF = 10.55
ELEV = 6264.61

MEET EX
OFF = -11.77
ELEV = 6264.65

PROPOSED TRAIL
SEE SHEETS C-19 AND C-30
EX. 8" W MAIN
EX. 6" SS
7+40.00
6255
6260
6265
6270
6255
6260
6265
6270
-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 EG, TYP.

FG, TYP.

PROPOSED TRAIL
SEE SHEETS C-20 AND C-31
-4:1
-2.0% 2.0% 4:1
OFF = -57.06
ELEV = 6264.11
FL
OFF = 0.00
ELEV = 6262.96
OFF = 28.08
ELEV = 6263.53

MEET EX
OFF = 29.84
ELEV = 6263.97
EX. 8" W MAIN
EX. 6" SS
EX. 12" SD PIPE
3+00.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-20 -10 0 10 20
-3:1
3:1
FL
OFF = 0.00
ELEV = 6267.50
EG
FG
GB SD Sect
3+20.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-20 -10 0 10 20
EG
FG
-3:1
3:1
FL
OFF = 0.00
ELEV = 6267.10
GB SD Sectio
3+40.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-20 -10 0 10 20
EG
FG
-3:1
3:1
FL
OFF = 0.00
ELEV = 6266.70
GB SD Section
3+60.00
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
-20 -10 0 10 20
EG
FG
-3:1
3:1
FL
OFF = 0.00
ELEV = 6266.42

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-7 Plot Stamp: 3/11/2022 3:58:42 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT DRAINAGE SECTIONS SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-7
16 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTE:

SEE SHEET C-1 FOR PLAN VIEW
NOTE:

SEE SHEET C-2 FOR PLAN VIEW
NOTE:

SEE SHEET C-1 FOR PLAN VIEW
NOTE:

SEE SHEET C-1 FOR PLAN VIEW NOTE:

SEE SHEET C-1 FOR PLAN VIEW
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
NOTE:

SEE SHEET C-9 FOR PLAN VIEW
238
9+00.00
6255
6260
6265
6270
6255
6260
6265
6270
-180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 FG, TYP. EG, TYP.

PROPOSED TRAIL

SEE SHEETS
C-20 AND C-31
-3:1
-2.0% 2.0% 4:1

MEET EX
OFF = -70.00
ELEV = 6270.10
OFF = -67.52
ELEV = 6264.17 FL
OFF = 0.00
ELEV = 6262.82
OFF = 36.64
ELEV = 6263.56

MEET EX
OFF = 40.10
ELEV = 6264.42

PROPOSED TRAIL

SEE SHEETS
C-20 AND C-31
EX. 8" SS
10+60.00
6255
6260
6265
6270
6255
6260
6265
6270
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 FG, TYP. EG, TYP.

PROPOSED TRAIL

SEE SHEETS
C-20 AND C-31
-2:1
-2.0%

2.0%
4:1

MEET EX
OFF = -60.06
ELEV = 6267.85
OFF = -50.42
ELEV = 6263.03 FL
OFF = 0.00
ELEV = 6262.02
OFF = 31.90
ELEV = 6262.66

MEET EX
OFF = 38.55
ELEV = 6264.32

PROPOSED TRAIL

SEE SHEETS
C-20 AND C-31
EX. 8" SS
12+20.00
6255
6260
6265
6270
6255
6260
6265
6270
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 PROPOSED TRAIL FG, TYP. EG, TYP.

SEE SHEETS
C-21 AND C-32
-1:1
-2.0% 2.0%

MEET EX
OFF = -69.92
ELEV = 6263.69
OFF = -68.01
ELEV = 6260.83 FL
OFF = 0.00
ELEV = 6259.47

MEET EX
OFF = 30.62
ELEV = 6260.08

PROPOSED TRAIL

SEE SHEETS
C-21 AND C-32
EX. 8" SS
13+80.00
6250
6255
6260
6265
6270
6250
6255
6260
6265
6270
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 FG, TYP. EG, TYP. PROPOSED TRAIL

SEE SHEETS
C-21 AND C-32

PROPOSED TRAIL

SEE SHEETS
C-21 AND C-32
-1:1
-2.0% 2.0%

MEET EX
OFF = -71.82
ELEV = 6265.68
OFF = -67.57
ELEV = 6259.30
FL
OFF = 0.00
ELEV = 6257.95

MEET EX
OFF = 21.71
ELEV = 6258.38
EX. 8" SS
15+40.00
6250
6255
6260
6265
6270
6250
6255
6260
6265
6270
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 FG, TYP. EG, TYP.
-2:1
-5.1%

3.5%
1:1

MEET EX
OFF = -37.18
ELEV = 6260.39
OFF = -32.37
ELEV = 6258.00 FL
OFF = 0.00
ELEV = 6256.35
OFF = 43.46
ELEV = 6257.63
OFF = 45.57
ELEV = 6261.73

MEET EX
OFF = 102.83
ELEV = 6262.69
EX. 8" SS
EX. 4" W

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-8 Plot Stamp: 3/11/2022 3:59:12 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT DRAINAGE SECTIONS SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-8
17 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTE:

SEE SHEET C-2 FOR PLAN VIEW
NOTE:

SEE SHEET C-3 FOR PLAN VIEW NOTE:

SEE SHEET C-3 FOR PLAN VIEW
NOTE:

SEE SHEET C-3 FOR PLAN VIEW
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
239
Elevation (Ft.)
STA: 6+50.00 TO STA: 8+50.00
SD-M10 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
6+50 7+00 8+00 8+50 INV OUT (N 30"): 6249.70' INV IN (SE 30"): 6249.80' INV IN (S 18"): 6252.37' INV IN (NE 18"): 6252.38' PROPOSED SDMH 72"Ø (SDMH 33) STA: 7+34.40, 0.00' RIM: 6255.63' IE (SDMH): 6249.70' EXISTING DRAINAGE INLET (TBR) STA: (SD-M10) 8+41.01, 0.00' RIM: 6254.88' INV IN (S 30"): 6249.30' END, SD M10 PROFILE EG (TYP.)
102' of 30"Ø HDPE @ s=0.0038
SEE PROFILE ABOVE FOR PIPE INFO EX. 6" GAS
8" Ø SANITARY SEWER
(PROJECTION)
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+50.00
SD-M10 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
1+00 2+00 3+00 4+00 5+00 6+00 6+50 INV OUT (NW 30"): 6250.50' INV IN (SW 30"): 6250.60' INV IN (N 18"): 6258.23' PROPOSED SDMH 60"Ø (SDMH 32) STA: 5+54.63, 0.00' RIM: 6263.21' IE (SDMH): 6250.50' 115' of 30"Ø CLASS IV RCP @ s=0.0142
POTENTIAL UTILITY CONFLICT.

VERIFY IN FIELD PRIOR TO

CONSTRUCTION
EG (TYP.)
174' of 30"Ø HDPE @ s=0.0039
69' of 30"Ø CLASS IV RCP @ s=0.0037
INV OUT (NE 30"): 6251.09' INV IN (SW 30"): 6251.19' INV IN (S 18"): 6251.51' INV IN (N 18"): 6251.51' PROPOSED SDMH 60"Ø (SDMH 31) STA: 3+56.25, 0.11'LT. RIM: 6255.24' IE (SDMH): 6251.09' 193' of 30"Ø HDPE @ s=0.0025 PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 4a) STA: 1+59.68, 0.00' WEIR ELEV: 6261.00' IE (BOS): 6253.00' INV IN (S 6"): 6253.00' INV OUT (N 30"): 6253.29' FG (TYP.)
EXISTING DRAINAGE INLET (TBR) STA: (SD-M10) 2+57.36, 8.99'LT. RIM: 6255.00' INV OUT (NE 14"): 6252.60'EXISTING DRAINAGE INLET (TBR) STA: (SD-M10) 3+49.53, 10.03'RT. RIM: 6254.29' INV IN (SW 20"): 6252.30' INV IN (SW 14"): 6252.24'INV OUT (N 27"): 6252.30'
14" Ø STORM DRAIN (TBR) EX. 4" W MAIN EX. 6" W MAIN
10" Ø SANITARY SEWER
(PROJECTION)
8" Ø SANITARY SEWER
(PROJECTION)

SLURRY CEMENT
BACKFILL (TYP.) INV OUT (NE 30"): 6251.47' INV IN (S 30"): 6251.57' INV IN (SW 30"): 6251.57' PROPOSED SDMH 96"Ø (SDMH 30) STA: 2+80.53, 0.00' RIM: 6255.52' IE (SDMH): 6251.47' Elevation (Ft.)
STA: 1+00.00 TO STA: 2+69.57
SD M10a PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
1+00 2+00 2+70
101' of 30"Ø HDPE @ s=0.0120
INV OUT (NE 30"): 6251.62' INV IN (S 30"): 6251.62' INV IN (E 18"): 6251.87' PROPOSED SDMH 60"Ø (SDMH 30a) STA: 2+13.59, 0.00' RIM: 6255.89' IE (SDMH): 6251.62' 24' of 30"Ø CLASS IV RCP @ s=0.0018 EXISTING DRAINAGE INLET (TBR) STA: (SD M10a) 2+21.20, 10.51'RT. RIM: 6255.00' INV OUT (NE 14"): 6252.60' 14" Ø EX. STORM DRAIN PROPOSED BASIN OUTLET STRUCTURE (OUTLET STRUCTURE 5) STA: 1+08.05, 0.00'RT. WEIR ELEV: 6263.50' IE (BOS): 6252.89' INV OUT (N 30"): 6252.89' 8" Ø SANITARY SEWER
(PROJECTION)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-9 Plot Stamp: 3/11/2022 3:59:32 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BARTON AVE TO 4TH ST SD PROFILES TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-9
18 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTE:

SEE SHEETS C-4 AND C-5 FOR PLAN VIEWS
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
240
Elevation (Ft.)
STA: 1+00.00 TO STA: 1+50.00
SD L10 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
1+00 1+50 PROPOSED DI (DI 31) STA: 1+06.61, 0.00' RIM: 6255.03' SUMP: 6248.78' INV OUT (S 18"): 6251.78' 23' of 18"Ø HDPE @ 1.00%
INV OUT (NE 30"): 6251.09' INV IN (SW 30"): 6251.19' INV IN (S 18"): 6251.51' INV IN (N 18"): 6251.51' PROPOSED SDMH 60"Ø (SDMH 31) STA: 1+33.61, 0.00' RIM: 6255.24' IE (SDMH): 6251.09' 3' of 18"Ø HDPE @ 1.74% PROPOSED DI (DI 30) STA: 1+40.41, 0.01'LT. RIM: 6255.24' SUMP: 6248.63' INV OUT (N 18"): 6251.63' EG (TYP.)
SEE SHEET C-4 FOR PLAN VIEW
Elevation (Ft.)
STA: 1+00.00 TO STA: 1+50.00
SD L11 PROFILE
6245
6250
6255
6260
6265
6270
6245
6250
6255
6260
6265
6270
1+00 1+50 PROPOSED DI (DI 32) STA: 1+09.28, 0.00' RIM: 6261.96' SUMP: 6255.49' INV OUT (S 18"): 6258.49' 22' of 18"Ø HDPE @ s=0.0100
INV OUT (NW 30"): 6250.50' INV IN (SW 30"): 6250.60' INV IN (N 18"): 6258.23' PROPOSED SDMH 60"Ø (SDMH 32) STA: 1+35.35, 0.00' RIM: 6263.21' IE (SDMH): 6250.50' EG (TYP.) EX. 6" GAS
SEE SHEET C-5 FOR PLAN VIEW
Elevation (Ft.)
STA: 1+00.00 TO STA: 2+00.00
SD L12 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
1+00 2+00
47' of 18"Ø HDPE @ s=0.0050
INV OUT (N 30"): 6249.70' INV IN (SE 30"): 6249.80' INV IN (S 18"): 6252.37' INV IN (NE 18"): 6252.38' PROPOSED SDMH 72"Ø (SDMH 33) STA: 1+76.08, 0.00' RIM: 6255.63' IE (SDMH): 6249.70' 5' of 18"Ø HDPE @ s=0.0100
EG (TYP.) EX. 4" W MAIN EX. 6" W MAIN
SEE SHEET C-5 FOR PLAN VIEW
PROPOSED DI (DI 33)
STA: 1+85.98, 0.00' RIM: 6255.23' SUMP: 6250.98' INV OUT (SW 18"): 6252.48' Elevation (Ft.) STA: 1+00.00 TO STA: 1+50.00
SD L9 PROFILE
6245
6250
6255
6260
6265
6245
6250
6255
6260
6265
1+00 1+50
EG (TYP.)
SEE SHEET C-4 FOR PLAN VIEW
8' of 18"Ø HDPE @ s=0.0147 INV OUT (W 18"): 6252.05' PROPOSED SDMH ???"Ø (DI 29) STA: 1+13.99, 0.00' RIM: 6255.60' IE (SDMH): 6250.55' INV OUT (NE 30"): 6251.62' INV IN (S 30"): 6251.62' INV IN (E 18"): 6251.87' EXISTING DRAINAGE INLET (TBR) STA: PROPOSED SDMH 60"Ø (SDMH 30a) STA: 1+26.38, 0.00' RIM: 6255.89' IE (SDMH): 6251.62' (SD L9) 1+13.41, 0.53'RT. RIM: 6255.00' INV OUT (NE 14"): 6252.60' Elevation (Ft.)
STA: 1+00.00 TO STA: 3+50.00
SD L9a PROFILE
6255
6260
6265
6270
6275
6280
6255
6260
6265
6270
6275
6280
1+00 2+00 3+00 3+50 EXISTING DRAINAGE INLET (PIP) STA: (SD L9a) 1+34.75, 1.06'LT. RIM: 6273.44' INV IN (NW 12"): 6267.79' INV OUT (E 12"): 6267.19'

CONNECT TO EX OUTLET STRUCTURE
74' of 18"Ø HDPE @ 2.14%
12" Ø STORM DRAIN
12" Ø STORM DRAIN
SEE SHEET C-2 FOR PLAN VIEW
EX. SDMH (PIP)
STA: (SD L9a) 1+44.66, 0.00' RIM: 6273.76' INV IN (W 12"): 6266.90' INV OUT (E 12"): 6266.80'
12" Ø STORM DRAIN (PIP)
EG (TYP.) FG (TYP.)
-4.65%

3.9:1
-2.05%

1.92%
Elevation (Ft.)
STA: 1+00.00 TO STA: 4+50.00
SD L9b PROFILE
6255
6260
6265
6270
6275
6280
6255
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 4+50
EG (TYP.) FG (TYP.)
SEE SHEET C-2 FOR PLAN VIEW EX. SDMH STA: (SD L9b) 1+52.38, 0.00' RIM: 6273.35' INV IN (SW 12"): 6267.00' INV IN (NW 12"): 6267.00' INV OUT (NE 18"): 6267.00' 194' of 18"Ø HDPE @ s=0.0146
CONNECT 18"Ø HDPE PIPE TO EXISTING
SDMH AND CONCRETE COLLAR.

SEE SPECIAL PROVISIONS

3.2:1
-1.89%

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-SD.dwg, Tab: C-10 Plot Stamp: 3/11/2022 3:59:52 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BARTON AVE TO 4TH ST SD LATERAL PROFILES TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-10
19 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
241

EX SS 8

EX SD D
87°
217°
INSTALL 60" SDMH 30a

WITH CLOSED LID
FROM BOS 5

INSTALL

DRAINAGE
INLET TYPE 2
DI 29
56°

EX SS 8

EX SD

EX SD
D

EX SD 18X30

EX SD 18X30
D
46°
179°
INSTALL 96" SDMH 30

WITH CLOSED LID
FROM BOS 4
135°
X

EX SS 8

EX SD

EX SD
D
59°
56°
123°
INSTALL 60" SDMH 31

WITH CLOSED LID
123°

INSTALL DRAINAGE INLET
TYPE 2 DI 30

INSTALL DRAINAGE INLET
TYPE 2 DI 31

EX GAS 6 STL

EX GAS 2 STL

EX SS 8

EX SS 6

EX WL 6 STEEL

EX WL 4 STEEL

EX WL 4 STEEL
W
W
W
W
W
G
G
G
G
S D
21°
89°
INSTALL 96" SDMH 32

WITH CLOSED LID
251°

INSTALL DRAINAGE INLET
TYPE 2 DI 32

EX GAS 6 STL

EX SS 8

EX WL 6 STEEL

EX WL 4 STEEL

EX SD

EX SD
SSC
SDD
51°
37°
177°
INSTALL 72" SDMH 33

WITH CLOSED LID
96°

INSTALL DRAINAGE INLET
TYPE 4 DI 33 TO EX DI

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_MANHOLE ALIGNMENTS.dwg, Tab: C-11 Plot Stamp: 3/11/2022 4:04:15 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MANHOLE ALIGNMENTS TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-11
20 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
SDMH 30a, SEE SHEET C-4
0 5 10
SDMH 30, SEE SHEET C-4
SDMH 31, SEE SHEET C-4 SDMH 32, SEE SHEET C-5
SDMH 33, SEE SHEET C-5
242
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-381-003 CSLT
023-081-005 CSLT

EX SD 12

EX SD

EX GAS 6 PE

EX GAS 2 STL

EX GAS

EX SS 8

EX SS 8 EX S

EX SS 8

EX SS 8 EX SS 8 EX SS 8

EX SS 8

EX SS 8 EX SS 8

EX SS 6

EX SS 8

EX SS 8 EX SS 8

EX SS 8

EX WL 8 STEEL

EX WL 8 STEEL EXWL 8 ST

EX WL 4 STEEL

EX WL 4 STEEL
8 EX SS 8 EX SS 8

EX SS 8

EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX WL 2 EX ELEC

EX ELEC

EX E

EX TELE

EX TELE EXTEL

EX TELE

EX TEL

EX TELE

LE EX TELE

EX TELE

X TELE EX TELE

EX TELE

EX ELEC

EX ELEC
E
ET
EV
EV
EV

EP EP EP

EX SD

EX GAS

EX GAS
S2 STL EX GAS 2 STL

EX GAS 2 STL

EX GAS
S
S
S
S
SSC
SSC
SD
SD
SD
SD EX SD 12
60 inch
pipe
S
S
S
S

EX GAS

EX SD 36X56

EX SD
SD
20"
36"
24"
(GBT2) 11+00
(GBT2) 1+00
(GBT2) 2+00
(GBT2) 3+00
(GBT2) 4+00
(GBT2) 5+00
(GBT2) 6+00
(GBT2) 7+00
(GBT2) 8+00
(GBT2) 9+00 (GBT2) 10+00 (GBT2) 11+00
(GBNT1) 11+20
(GBNT1) 1+00
(GBNT1) 2+00
(GBNT1) 3+00 (GBNT1) 4+00
(GBNT1) 5+00
(GBNT1) 6+00
(GBNT1) 7+00
(GBNT1) 8+00
(GBNT1) 9+00
(GBNT1) 10+00 (GBNT1) 11+00
(GBT3) 9+50
(GBT3) 1+00
(GBT3) 2+00
(GBT3) 3+00
(GBT3) 4+00
(GBT3) 5+00
(GBT3) 6+00
(GBT3) 7+00
(GBT3) 8+00
(GBT3) 9+00
(GBT4) 6+50
(GBT4) 1+00
(GBT4) 2+00
(GBT4) 3+00
(GBT4) 4+00
(GBT4) 5+00
(GBT4) 6+00
(GBT5) 1+00 (GBT5) 2+00
(GBT5) 3+00
(GBT5) 4+00 (GBT5) 5+00
(ACT 1) 1+00
(ACT 1) 2+00
(ACT 1) 3+00 (ACT 1) 4+00
6270
6270
6270
6270
6270
6267
6267
6268
6269
6271
6271

1.5%

1.5%
6270
6266
6266
6267
6269
6268 6271
6265
6263
6263
6264
6264
6266
6267
6268 6268
D D
D (BSW-1) 1+00 (BSW-1) 2+00 (BSW-1) 2+25
D

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-12 Plot Stamp: 3/11/2022 4:12:31 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS OVERVIEW SHEET TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-12
21 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
60 120
HORIZONTAL SCALE: 1" = 60'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
C-13
C-14
C-16
C-17
C-15
LEGEND:

AREAS OF CUT

AREAS OF FILL
243
X
X
X
X
X
X
X
X
X
X
X
023-081-005 CSLT

EX SD 12 EX SD 12

EX SD 12

EX SS 8

EX WL 8 STEEL

EX ELEC

EX TELE

EX TELE
EV
EV
EV
EP
EP
EP
48 EX GAS

EX GAS

EX GAS EX GAS

EX GAS
S
SD
SD
34"
38"
36"
30" 26"
30"
12"
8"
16"
26"
28"
10"
12"
12"
16"
14"
8"
14"
10"
12"6"
10"
10"
8"
8"
8"
6"
6"
24"
32"
28"
6"
8"
10"6"
6"
16"
12"
6"
14"
20"
10" 6"
10"
34"
22" 6"
26"
30"
28"
22"
14"
18"
28"
10"
30" 6"
28"
24"
32"
14" 26" 14"
8"
8"
12"
6"
6"
10"
8"
6"
10" 12"
8"
34"
30"
16"
14"
12"
28"
12"
12"28"
24"
14"
34"
20"
18" 12"
10"
18"
12"
16"
22"
8"
24"
18"
26"10"
22"
10"
14" 28"
6"
14"
30"
22"
22"
12" 8"
16"
18"14"
6"
6" 6"
6"
6"
28"
10"
14"
18"
6"
24"
26"
14"
26" 16"
24"
12"
10"
6"
8"
12" 8" 8" 10"
12"
8"10"14"
14"
12" 14"
6"6"
10" 20" 6" 16"
12"
8"
6"
6" 10" 6"
8"
6"
6" 8"
8"
6"
6"
18"
6"
6"
8"
6"
6"
10" 14" 16"
8"
24"
22"
26" 28" 26"
10"
26" 26" 28"
12"
8"
22" 16" 14"
20"
32"
14"
14"
16"
24" 14"
10"
8"
16"
8"
16" 12"6"
22"
18"12"
6"
36"
28"
8"
14"
14" 14"
18"
28"
6"
14"
8"
6"10"
10"
12"
12"
12"
14"
20"
12"
30"
12" 10"
14"14"
30"24"
32"
26"
34"
14"
8"
16"
10"
20"
8"
6"
10"
12"
12"
18"
6"
14"
12"
12"
8"
10"
18"6"22"
28"
38"
34"
24"
10"
36"
10"
40"
12"
38"
32"
28"
28"
14"
12"
30"
22"
6"
10"
6"
14"
6"
8"
26"
10"10"
22"
16"
26"
28"
6"
10"
6"
6"
6"
10"
6"
30"
13"
19"
32"
8" B ST.

B ST.

INSTALL 8' WIDE DG TRAIL

INSTALL DG REST AREA
±187 SF

INSTALL DG REST AREA
±97 SF
FILL EX. BASIN AND GRADE TO MATCH ADJACENT PROPOSED
TOPOGRAPHY. REFERENCE SHEET C-2 FOR ADDITIONAL
INFORMATION.

C-19

REMOVE TREE

SEE DEMO SHEETS
(TYP.)
(TYP.) 2
D-6
(GBNT1) 1+00
(GBNT1) 2+00
(GBNT1) 3+00
(GBNT1) 4+00
(GBNT1) 5+00
(GBNT1) 6+00
(GBNT1) 7+00
(GBNT1) 8+00
(GBNT1) 9+00
(GBNT1) 10+00
GBNT1
1+50.00 (1)
GBNT1
2+00.00 (2)
GBNT1
2+50.00 (3)
GBNT1
3+00.00 (4)
GBNT1
3+50.00 (5)
GBNT1
4+00.00 (6)
GBNT1
4+50.00 (7)
GBNT1
5+00.00 (8)
GBNT1 5+50.00 (9)
GBNT1
6+00.00 (10)
GBNT1 6+50.00 (11)
GBNT1
7+00.00 (12) GBNT1 7+50.00 (13) GBNT1 8+00.00 (14)
GBNT1
8+50.00 (15)
GBNT1
9+00.00 (16)
GBNT1
9+50.00 (17)
GBNT1
10+00.00 (18)
GBNT1
10+50.00 (19)

LOG DRAINAGE CROSSING
15' SPAN
3 D-10
6270
6270
6275
6266
6266
6267
6267
6268
6268
6269
6269
6271
6271
6272
6272
6273
6273
6274
6265
6265
6263
6264
6264
6269
6264
6271
6267
6273
6272

GRADING LIMITS
(TYP.)

ROCK LINED SWALE
SEE SHEET C-1
6270
6270
6270
6270
6270
6267
6267
6268
6271
6269
6271

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-13 Plot Stamp: 3/11/2022 4:13:04 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PLAN SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-13
22 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
20 40
HORIZONTAL SCALE: 1" = 20'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600
PRIOR TO ANY CONSTRUCTION WORK SEE SHEET C-14 STA: (GBNT1) 1+00 - 1+30 SEE SHEET C-14 STA: (GBNT1) 10+75 - 11+20 NOTES:

1. SEE SHEET C-21 FOR GBNT1 PROFILES
SEE SHEET C-26 FOR GBNT1 SECTIONS

2. SEE "L" SHEETS FOR SITE AMENITIES /

FURNISHINGS
244
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
023-381-003 CSLT

EX SS 8

EX SS 6

EX WL 8 STEEL

EX TELE

EX TELE EX TELE
S
S
SD

EX SD 12

EX SD 12
S
S

EX SD 36X56

EX SD

EX SD
6"
6"
6"6"
6"
6" 8" 8"
8"8"
8"
10"
16" 12"
14"
10"
8" 8"8" 6" 8"
12" 6"
6"
8" 10"
8"14"
18"
6"
10"
22" 22"
12"
18" 6"
10" 28"
24" 12" 8" 8" 10"
12"
8"10"
14"12" 14"
6"
10"
10" 10"
8"12" 8" 6"
8"
12"
6"
10"
8"
6"
10"
12"
8"
8" 8"
6"
6"
6" 10" 6"
14"
6"
12"
8"
12"
8"
6"
6" 8"
8"
6"
14"
6" 6"
20"
6"
6"
6"
10"
12"
6"
6"
12"
12"
10"10"
14"
16"
20"
8"
6"
30"
30"
28"
12"
10"
12"
14"
24"
8"
6"8"8" 10"6"
24"
28"
24"
12"
8"
24"
14"
24"
14"
22" 26"
32"28"
28"
6"
6"
48"
6"
10"
12"
12"
8"10"
10" 16" 6"
12"8" 8"
6"
10"
10"
26"
16"
10"
14"
14"
10"
48"
36"
14"
16"
20"
16"
30"
26"
36"
28"
12" 10"
8"
8"10"
18"
14"
14"
18"
10"
8" 8"
14" 12"
10"
10"
12" 12"
28"
18"
10" 8"
28"
6"
24"
22"
28"
28"
10"
28" 10" 16"
24"
32"
20"
22"
22"
14"
12"
12"
12"
10"
6"
10"
10"
16"
16"
8"
46"
16"
20"
20"
6"
10"
10"
10"
22"
18"
6"
8"
4"
12"
14"
10"
8"
6"
10"
10"
6"
10"
8"
6"
8"
6"
6"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12" 12"
12"
12"
8"6"
12"
12"
6"
12"
12"
12"
12"
12"
12"
12"
12"
12"
30"
22"
24"
20"
26"
22"
26"
22"
6"
22"
20"8"
26"
22"
6"
8"
12" 14"
16"
6"
22"
20"12"
32"
30"
6" 6"
12"
12"
12"
12"
12"
6"
12"
12"
12"
12"
12"
10"
12" 12
12"
6"
12" 6"
12"
6"
10"
10"
30"
12"
14" 8"
24"
14" 6" 18"6"10"
26" 20"
6"8"
12"
18"
8"
1 2
12" 10"
8"
10"
12" 10"
6"
10"
6"
8"
12"
34"
6"
EX. CHANNEL
EX. DIRT TRAIL
(TYP.)
CONSTRUCT 12' WIDE AC

MULTI-USE TRAIL

CONSTRUCT BOARDWALK

REMOVE TREE

SEE DEMO SHEETS
(TYP.)

CONSTRUCT PROPOSED

PAVER JUNCTION AREA

INSTALL LIGHT POST
(TYP.)

SEE ELECTRICAL SHEETS FOR EXACT

LOCATION AND ADDITIONAL INFORMATION

TIE-IN PROPOSED AC TRAIL
WITH EXISTING B ST.

PAVEMENT
EX. SD NETWORK. PROTECT IN
PLACE (TYP.)
EX. TRAIL TO BE REMOVED
(TYP.) SEE DEMO SHEET 1
1 D-6
1 D-12
(GBT1) 10+50
(GBT1) 7+00
(GBT1) 8+00
(GBT1) 9+00
(GBT1) 10+00
(GBT2) 1+00
(GBT2) 2+00
(GBT2) 3+00
(GBT2) 4+00
(GBT2) 5+00
(GBT2) 6+00
(GBT2) 7+00 (GBNT1) 11+20
(GBNT1) 1+00
(GBNT1) 11+00
(GBT3) 1+00 (GBT3) 2+00
(GBT3) 3+00
(GBT3) 4+00
(GBT3) 5+00
(GBT3) 6+00
(GBT4) 1+00
(GBT4) 2+00
GBT1
6+50.00
GBT1
7+00.00
GBT1
7+50.00
GBT1
8+00.00
GBT1 8+50.00
GBT1 9+00.00
GBT1 9+50.00
GBT1 10+00.00
GBT1 10+50.00
GBNT1
11+00.00
GBT2
1+00.00 (20) GBT2 1+50.00 (21)
GBT2
2+00.00 (22)
GBT2
2+50.00 (23)
GBT2
3+00.00 (24)
GBT2
3+50.00 (25)
GBT2
4+00.00 (26)
GBT2
4+50.00 (27)
GBT2
5+00.00 (28)
GBT2
5+50.00 (29)
GBT2
6+00.00 (30)
GBT2
6+50.00 (31)
GBT2
7+00.00 (32)
GBT3
1+50.00 (41)
GBT3
2+00.00 (42)
GBT3
2+50.00 (43)
GBT3
3+00.00 (44)
GBT3
3+50.00 (45)
GBT3
4+00.00 (46)
GBT3
4+50.00 (47)
GBT3
5+00.00 (48)
GBT3
5+50.00 (49)
GBT3
6+00.00 (50)
GBT3
6+50.00 (51)
GBT3
7+00.00 (52)
GBT4
1+50.00 (57)
GBT4
2+00.00 (58)
CONSTRUCT 12' WIDE AC

MULTI-USE TRAIL
1 D-6
CONSTRUCT 12' WIDE AC

MULTI-USE TRAIL
1 D-6

CONSTRUCT BOARDWALK
1 D-12
6260
6261
6262
6260
6260
6265
6259
6259
6261
6262
6263
6264
6265
6264
6266
6267
6268
6269
6265
6263
6264
6266
6267
6268
6269
6265
6270
6262
6263
6264
6266
6267
6267
6267
6268
6269
6265
6261
6262
6263
6264
FG=6271.21
FG=6271.33
FG=6270.68
FG=6268.89
FG=6268.17
FG=6268.05
FG=6267.69
FG=6267.43
FG=6267.57
FG=6269.24
FG=6270.43
FG=6269.99
FG=6269.58
FG=6268.94
FG=6265.96
FG=6265.15
FG=6266.56
FG=6265.82
FG=6265.26
FG=6266.36

GRADING LIMITS
(TYP.)

BEGIN BOARDWALK

CONSTRUCT ABUTMENT
STA: 7+28.92
OFF: 0.00'

END BOARDWALK

CONSTRUCT ABUTMENT
STA: 8+80.67
OFF: 0.00'

BEGIN BOARDWALK

CONSTRUCT ABUTMENT
STA: 5+90.28
OFF: 0.00'

ROCK LINED SWALE
SEE SHEET C-2

INSTALL REMOVABLE BOLLARD
(TYP.)
1 D-8
2 D-12
2 D-12

INSTALL ROCK SLOPE

PROTECTION
5 D-1

INSTALL ROCK SLOPE
PROTECTION 5
D-1
2 D-12

INSTALL ROCK SLOPE PROTECTION
5 D-1

SD IMPROVEMENTS
SEE SHEET C-2

1.5%

1.5%
6270
6266
6266
6267
6268
6269
6271
6265
6263
6263
6264
6264
6266
6267
6268
6268

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-14 Plot Stamp: 3/11/2022 4:13:40 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com 20 40
HORIZONTAL SCALE: 1" = 20'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600
PRIOR TO ANY CONSTRUCTION WORK SEE SHEET C-13 STA: (GBNT1) 1+30 - 10+75 SEE SHEET C-13 STA: (GBNT1) 10+75 - 1+30 SEE SHEET C-15
STA: (GBT1) 1+00 - 6+50
SEE SHEET C-16 STA: (GBT4) 2+00 - 5+84
SEE SHEET C-16 STA: (GBT3) 6+00 - 9+29
SEE SHEET C-16 STA: (GBT2) 7+00 - 11+00
NOTES:

1. SEE SHEET C-18 FOR GBT1 PROFILES
SEE SHEET C-22 FOR GBT1 SECTIONS

2. SEE SHEET C-18 AND C-19 FOR GBT2 PROFILES
SEE SHEET C-23 FOR GBT2 SECTIONS

3. SEE SHEET C-19 FOR GBT3 PROFILE
SEE SHEET C-24 FOR GBT3 SECTIONS

4. SEE SHEET C-21 FOR GBNT1 PROFILES
SEE SHEET C-26 FOR GBNT1 SECTIONS

5. SEE "L" SHEETS FOR LANDSCAPE AND SITE
FURNISHINGS / AMENITIES. GREENBELT TRAILS PLAN SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-14
23 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
245
X
X
X
X
X

EX SD 12

EX SD 15

EX SD 12

EX SD 12
SD

EX SD

EX GAS 6 PE

EX SS 8

EX SS 8 EX

EX WL 8 STEEL

EX ELEC

EX TELE

EX ELEC

EX ELEC
E
ET

EX SD

EX GAS

EX GAS 2 STL

EX GAS 2 STL
SSC
SD
SD
SD
6"
6" 10"
6"
6"
6"
6"
6"
6"
12"
8"
24" 14" 18"
8"
16"
18"
14"
30" 30"
44"
46"
22"
40"
20"
30"
12"
14"
14"
32"
22"
26"
24"
26"
32" 14"
32"
30"
22"
36"
36"
16"
14"
36"
24"
CONSTRUCT 10' WIDE AC

MULTI-USE TRAIL

REMOVE TREE

SEE DEMO SHEETS
(TYP.)

TIE-IN TO EXISTING

CONCRETE

DRIVEWAY
023-430-23

MCDONALDS CORPORATION
EX. SD PIPE NETWORK
PROTECT IN PLACE (TYP.)

EMERALD BAY RD
EX. TRAIL TO BE REMOVED
(TYP.). SEE SHEET DEMO-1
1 D-6
(GBT1) 1+00
(GBT1) 2+00
(GBT1) 3+00 (GBT1) 4+00
(GBT1) 5+00
(GBT1) 6+00
(GBT1) 7+00
(GBT2) 1+00
(GBNT1) 1+00
1+00.00 GBT1
GBT1
1+50.00 GBT1 2+00.00
2+50.00 GBT1
3+00.00 GBT1 GBT1 3+50.00
GBT1
4+00.00
GBT1
4+50.00 4+50.00 (1)
GBT1
5+00.00
GBT1
5+50.00
GBT1
6+00.00
GBT1
6+50.00
GBT1
7+00.00
GBT2
1+00.00 (20)
GBT2
1+50.00 (21)
6275
6273
6274
6270
6270
6271
6271
6272
6273
6274
6271
6272
6272
6273
6273
6267
6272
6272
6273
6273
6273
6272

GRADING LIMITS
(TYP.)

INSTALL LIGHT POST
(TYP.)

SEE ELECTRICAL SHEETS FOR

EXACT LOCATION AND

ADDITIONAL INFORMATION
FILL EX. BASIN AND GRADE TO MATCH
ADJACENT PROPOSED TOPOGRAPHY.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-15 Plot Stamp: 3/11/2022 4:14:14 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PLAN SHEET 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-15
24 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
20 40
HORIZONTAL SCALE: 1" = 20'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
SEE SHEET C-14 STA: (GBT1) 6+50 - 10+50
SEE SHEET C-13
NOTES:

1. SEE SHEET C-18 FOR GBT1 PROFILES
SEE SHEET C-22 FOR GBT1 SECTIONS

2. SEE "L" SHEETS FOR SITE AMENITIES
246
X
X
X
X
X
X
X
X
X
X
X
X

EX GAS 2 STL

EX GAS

EX SS 8

EX WL 4 STEEL

EX SS 8

EX SD
S
60 inch
pipe
S
S
S

EX GAS

EX GAS
30"
26"
36"
28"
12" 10"
8"
8"10"
18"
14"
14"
14"
6"
12"
10"
8"
16"
12"
6"
22"
14"
18"
10"
8" 8"
14" 12"
10"
10"
12" 12"
22"
22"
14"
12"
12"
12"
10"
6"
10"
10"
16"
16"
8"
46"
16"
20"
20"
16"
20"
30"20"
6"
22"
4"
12"
"
6"
14"
10"
6"
22"
16"
16"
18"
18"
18"
8"
16"
14"
12"
18"
6"
26"
18"
12"
12"
18"
18"
42"
6"
6"
34"
30"
18"
18"16"
16"
16"
6"
26"
10"
8"
10"
6"
10"8"
20"
34"
12"
22"
10" 24
30"
8"
30"
12"
16"
16"
22"
24"
24"
12"
6"
8"
8"
14"
30"
8"
10"
18"
12"
22"
20"
36"
12"
30"
10"
22"
22"
26"
26"
18"
24"
24"
26"
20"
26"
36"
16"6"
26"
10"
18" 24"
18" 16"
12" 14"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
24"
20"
26"
22"
26"
22"
6"
22"
20"8"
26"
22"
12"
20"22"
18"
22"
10"
16"
16"
16"
42"
CONSTRUCT 12' WIDE AC

MULTI-USE TRAIL
EX. CHANNEL
CONSTRUCT 12' WIDE

AC MULTI-USE TRAIL
INSTALL 12' WIDE AC

MULTI-USE TRAIL
STA: (GBT4) 2+00 TO 6+00

BARTON AVE

HELEN AVE
SEE SHEET C-17 FOR

BARTON AVE SD

IMPROVEMENTS

REMOVE TREE

SEE DEMO SHEETS
(TYP.)

INSTALL REMOVABLE

BOLLARDS

INSTALL LIGHT POST
(TYP.)

SEE ELECTRICAL SHEETS FOR EXACT

LOCATION AND ADDITIONAL INFORMATION

SAWCUT EX AC TO

TRANSITION TO NEW
TRAIL
1 D-8
1 D-6
1 D-6
(GBT2) 11+00
(GBT2) 6+00
(GBT2) 7+00
(GBT2) 8+00
(GBT2) 9+00
(GBT2) 10+00
(GBT2) 11+00
(GBT3) 9+50
(GBT3) 6+00
(GBT3) 7+00
(GBT3) 8+00
(GBT3) 9+00
(GBT4) 6+50
(GBT4) 1+00
(GBT4) 2+00
(GBT4) 3+00
(GBT4) 4+00
(GBT4) 5+00
(GBT4) 6+00
(GBT5) 1+00
(GBT5) 2+00
(GBT5) 3+00
CONSTRUCT 8' WIDE AC

MULTI-USE TRAIL,
STA: (GBT5) 1+00 TO 1+91
1 D-6
5+00.00 (28)
GBT2 5+50.00 (29)
GBT2 6+00.00 (30)
GBT2 6+50.00 (31)
GBT2 7+00.00 (32)
GBT2
7+50.00 (33)
GBT2
8+00.00 (34)
GBT2
8+50.00 (35)
GBT2
9+00.00 (36)
GBT2
9+50.00 (37)
GBT2
10+00.00 (38)
GBT2
10+50.00 (39)
GBT2
11+00.00 (40)
GBT3
6+00.00 (50)
GBT3
6+50.00 (51)
GBT3
7+00.00 (52)
GBT3
7+50.00 (53)
GBT3
8+00.00 (54)
GBT3
8+50.00 (55)
GBT3
9+00.00 (56)
9+25.00 GBT3
GBT4
1+50.00 (57)
GBT4
2+00.00 (58)
GBT4
2+50.00 (59)
GBT4
3+00.00 (60)
GBT4
3+50.00 (61)
GBT4
4+00.00 (62)
GBT4
4+50.00 (63)
GBT4
5+00.00 (64)
GBT4
5+50.00 (65)
GBT4
5+84.00
GBT5
1+00.00 (66)
GBT5
1+50.00 (67)
GBT5
2+00.00 (68)GBT5 2+50.00 (69)
GBT5
3+00.00 (70)

CONSTRUCT

BOARDWALK
1 D-12
6255
6260
6260
6265
6265
6256
6256
6256
6256
6257
6257
6258
6258
6259
6259
6261
6261
6261
6262
6262
6262
6263
6263
6263
6264
6264
6264
6265
6264
6266
6260
6260
6265
6258
6258
6259
6259
6261
6261
6262
6262
6263
6264
6266
6267
6260
6260
6265
6259
6259
6261
6262
6263
6264
6265
6262
6263
6264
6266
6267
6267
6267
6268
6269
6265
6261
6262
6263
6264
FG=6265.96
FG=6265.15
FG=6266.56
FG=6265.82
FG=6265.26
FG=6266.36
FG=6262.52

GRADING LIMIT
(TYP.)

BEGIN BOARDWALK

CONSTRUCT ABUTMENT
STA: 5+90.28
OFF: 0.00'

END BOARDWALK

CONSTRUCT ABUTMENT
STA: 8+31.80
OFF: 0.00'

ROCK LINED SWALE
SEE SHEET C-3

RE-CONSTRUCT

AC ROADWAY
1 D-6
2 D-12
2 D-12
6266 6266

INSTALL ROCK SLOPE

PROTECTION
5 D-1

OVERFLOW WEIR,

SEE SD AND BASIN GRADING SHEETS

FOR ADDITIONAL INFORMATION

ADJUST/FIELD FIT TRAIL

ALIGNMENT TO PRESERVE

TREES ALONG PROPERTY LINE

INSTALL REMOVABLE

BOLLARDS
1 D-8

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-16 Plot Stamp: 3/11/2022 4:14:47 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PLAN SHEET 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-16
25 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
20 40
HORIZONTAL SCALE: 1" = 20'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600
PRIOR TO ANY CONSTRUCTION WORK SEE SHEET C-17
SEE SHEET C-14 STA: (GBT4) 1+00 - 2+00
SEE SHEET C-14 STA: (GBT3) 1+00 - 6+00
SEE SHEET C-14 STA: (GBT2) 1+00 - 7+00
NOTES:

1. SEE SHEETS C-18 AND C-19 FOR GBT2 PROFILES
SEE SHEET C-23 FOR GBT2 SECTIONS

2. SEE SHEET C-19 FOR GBT3 PROFILE
SEE SHEET C-24 FOR GBT3 SECTIONS

3. SEE SHEET C-20 FOR GBT4 PROFILES
SEE SHEET C-25 FOR GBT4 SECTIONS

4. SEE SHEET C-20 FOR GBT5 PROFILES
SEE SHEET C-25 FOR GBT5 SECTIONS

5. SEE "L" SHEETS FOR LANDSCAPE AND SITE

FURNISHINGS / AMENITIES
247
X
X
X
X
X

EX GAS 6 STL

EX GAS 2 STL E

EX SS 8

EX SS 6

EX WL 8 STEEL

EX WL 8 STEEL EX WL 8 STE

EX WL 6 STEEL

EX WL 4 STEEL

EX TELE

EX SD

SD EX SD

EX SD

EX SD
SD

EX GAS

EX GAS 2 STL

EX GAS 2 STL EX
SSC

EX SD 15X21

EX SD 60

EX SD 60 inch
60 EX SD 18X30
SD

EX SD

EX SD
S
S

EX GAS
12"
19"
30"
12"
41"
7" 10"
8"
9"8"10"
7"
12"
32"
35"
14"
26"
16"
13"
15"
48"
12"
14"
12"
14"
4TH ST

BARTON AVE
CONSTRUCT 6' WIDE AC MULTI-USE TRAIL
SEE SHEET C-27 FOR PROFILE VIEW

AND SECTION VIEWS
REMOVE EX. SD STRUCTURES
SEE SHEET C-4
SEE SHEET C-5 FOR EX SD

PIPE INFORMATION
1 D-6
(GBT5) 4+00
(GBT5) 5+00
CONSTRUCT 8' WIDE

AC MULTI-USE TRAIL,
STA: 1+91 TO 4+55
1 D-6 GBT5 3+50.00 (71)
4+00.00 (72) GBT5
4+50.00 (73) GBT5

BARTON AVE
HWY 50, LAKE TAHOE BLVD.
6255
6254
6256
6257
6258
6255
6255
6256
6256
6257
6256
6257
6258

GRADING LIMITS
(TYP.)

PAVEMENT MARKING

CONTINENTAL CROSSWALK,
CALTRANS STANDARD PLAN A24F

CONSTRUCT COMMERCIAL CONCRETE

DRIVEWAY W/ NO VALLEY GUTTER
2 D-7
CONSTRUCT 8' WIDE CONCRETE SIDEWALK
SEE SHEET C-27 FOR PROFILE VIEW
3 D-6

REFER TO LANDSCAPING SHEETS

FOR INFORMATION ON

WAYFINDING AND TRAIL SIGNS

ADVANCED WARNING SIGN

TRAIL CROSSING AHEAD

ADVANCED WARNING SIGN

TRAIL CROSSING AHEAD

RELOCATE EXISTING CABLE POSTS
(2 TOTAL)
CONSTRUCT 8' WIDE CONCRETE SIDEWALK
SEE SHEET C-27 FOR PROFILE VIEW
3 D-6
(ACT 1) 1+00
(ACT 1) 2+00
(ACT 1) 3+00
(ACT 1) 4+00
ACT 1
1+45.00
ACT 1
1+75.00
ACT 1
2+25.00
2+75.00 ACT 1
ACT 1
3+25.00
ACT 1
3+70.00

PROPOSED STORM DRAIN

SEE STORM DRAIN SHEETS FOR

ADDITIONAL INFORMATION
D
D
D
D
D
(BSW-1) 1+00
(BSW-1) 2+00
(BSW-1) 2+25

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-17 Plot Stamp: 3/11/2022 4:15:21 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PLAN SHEET 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-17
26 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
20 40
HORIZONTAL SCALE: 1" = 20'
0 * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600
PRIOR TO ANY CONSTRUCTION WORK SEE SHEET C-16
NOTES:

1. SEE SHEET C-20 FOR GBT5 PROFILES
SEE SHEET C-25 FOR GBT5 SECTIONS

2. SEE SHEET C-27 FOR BARTON AVE. AND LTB

CONNECTOR PROFILES AND SECTIONS

3. SEE "L" SHEET FOR SITE FURNISHINGS /

AMENITIES
248
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+25.00
GBT1 PROFILE
6265
6270
6275
6280
6285
6265
6270
6275
6280
6285
1+00 2+00 3+00 4+00 5+00 5+25
EG, TYP.

TRAIL FG, TYP.
-0.58%
-4.00% 3.39%

1.00%
PVI STA: 2+51.47
PVI ELEV: 6272.67
K: 14.61
LVC: 50.00 BVCS: 2+26.47 BVCE: 6272.82 EVCS: 2+76.47 EVCE: 6271.67 PVI STA: 4+49.95
PVI ELEV: 6272.72
K: 20.91
LVC: 50.00 BVCS: 4+24.95 BVCE: 6271.87 EVCS: 4+74.95 EVCE: 6272.97 PVI STA: 3+41.90
PVI ELEV: 6269.05
K: 13.52
LVC: 100.00 BVCS: 2+91.90 BVCE: 6271.05 EVCS: 3+91.90 EVCE: 6270.75 LOW PT. STA: 3+46.01
LOW PT ELEV: 6269.97
MEET EX.

STA:1+27.00
ELEV:6273.40
Elevation (Ft.)
STA: 5+25.00 TO STA: 10+50.00
GBT1 PROFILE
6260
6265
6270
6275
6280
6285
6260
6265
6270
6275
6280
6285
5+25 6+00 7+00 8+00 9+00 10+00 10+50
TRAIL FG EG, TYP. DRAINAGEWAY FG
-4.00%
-1.00%

2.00%

5.00%
-0.10%
HIGH PT STA = 5+64.66
HIGH PT ELEV = 6273.77
PVI STA = 5+94.61
PVI ELEV = 6274.17
K = 19.99
A = 5.00%
LVC = 100.00' BVC: 5+44.61 ELEV: 6273.67 EVC: 6+44.61 ELEV: 6272.17 HIGH PT STA = 9+99.44
HIGH PT ELEV = 6271.02
PVI STA = 9+87.44
PVI ELEV = 6271.03
K = 4.90
A = 5.10%
LVC = 25.00' BVC: 9+74.94 ELEV: 6270.41 EVC: 9+99.94 ELEV: 6271.02 LOW PT STA = 7+40.64
LOW PT ELEV = 6269.08
PVI STA = 7+15.64
PVI ELEV = 6269.33
K = 16.67
A = 3.00%
LVC = 50.00' BVC: 6+90.64 ELEV: 6270.33 EVC: 7+40.64 ELEV: 6269.08 LOW PT STA = 8+88.38
LOW PT ELEV = 6267.64
PVI STA = 8+92.55
PVI ELEV = 6267.56
K = 8.33
A = 3.00%
LVC = 25.00' BVC: 8+80.05 ELEV: 6267.69 EVC: 9+05.05 ELEV: 6267.81 LOW PT STA = 9+22.57
LOW PT ELEV = 6268.16
PVI STA = 9+35.07
PVI ELEV = 6268.41
K = 8.33
A = 3.00%
LVC = 25.00' BVC: 9+22.57 ELEV: 6268.16 EVC: 9+47.57 ELEV: 6269.04

BGN BOARDWALK
STA:7+28.96
ELEV:6269.24
FL
STA:8+10.21
ELEV:6263.08

MEET EG
STA:8+45.61
ELEV:6263.82

4.1:1
-2.2%
NOTE:

BOARDWALK AND PILINGS SHOWN IN PROFILE VIEW ARE
SCHEMATIC ONLY. STANDARD PILING SPACING AND STRUCTURAL

BEAM LENGTHS MAY REQUIRE ADJUSTMENT/FIELD-FIT AS
DIRECTED BY THE ENGINEER.

MEET EG
STA:8+64.53
ELEV:6263.37
GB
STA:7+47.98
ELEV:6264.44

2.0:1

END BOARDWALK
STA:8+80.82
ELEV:6267.68
EX. 8" W MAIN -2.1%
FILL BASIN - SEE SHEET C-32
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+50.00
GBT2 PROFILE
6260
6265
6270
6275
6280
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 5+00 5+50
EG, TYP. TRAIL FG, TYP.

1.50% -0.90%
-2.25%
PVI STA: 1+75.52
PVI ELEV: 6271.83
K: 41.73
LVC: 100.00 BVCS: 1+25.52 BVCE: 6271.08 EVCS: 2+25.52 EVCE: 6271.38 HIGH PT. STA: 1+88.11
HIGH PT ELEV: 6271.55
PVI STA: 3+76.47
PVI ELEV: 6270.03
K: 110.83
LVC: 150.00 BVCS: 3+01.47 BVCE: 6270.70 EVCS: 4+51.47 EVCE: 6268.34

EXISTING SSMH

RAISE/LOWER TO FG

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-18 Plot Stamp: 3/11/2022 4:15:48 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PROFILES SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-18
27 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTES:

1. SEE SHEET C-14 AND C-15 FOR GBT1 PLAN

2. SEE SHEET C-14 FOR GBT2 PLAN
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
249
Elevation (Ft.)
STA: 5+50.00 TO STA: 11+00.00
GBT2 PROFILE
6255
6260
6265
6270
6275
6255
6260
6265
6270
6275
5+50 6+00 7+00 8+00 9+00 10+00 11+00
EG, TYP. DRAINAGEWAY FG TRAIL FG
-1.05%

0.50%

5.00%
PVI STA: 8+59.02
PVI ELEV: 6262.41
K: 32.38
LVC: 50.00 BVCS: 8+34.02 BVCE: 6262.68 EVCS: 8+84.02 EVCE: 6262.54 LOW PT. STA: 8+67.88
LOW PT ELEV: 6262.50
PVI STA: 9+65.78
PVI ELEV: 6262.95
K: 5.55
LVC: 25.00 BVCS: 9+53.28 BVCE: 6262.88 EVCS: 9+78.28 EVCE: 6263.57

0.6:1
-3.0%
-1.8%

2.0:1
GB
TA:6+03.14
ELEV:6260.70

MEET EX
STA:6+01.20
ELEV:6263.84
GB
STA:6+30.64
ELEV:6259.83
FL
STA:7+25.35
ELEV:6258.16

MEET EX
STA:8+24.08
ELEV:6258.06
NOTE:

BOARDWALK AND PILINGS SHOWN IN PROFILE VIEW ARE
SCHEMATIC ONLY. STANDARD PILING SPACING AND STRUCTURAL

BEAM LENGTHS MAY REQUIRE ADJUSTMENT/FIELD-FIT AS
DIRECTED BY THE ENGINEER.

BGN BOARDWALK
STA:5+90.28
ELEV:6265.22

END BOARDWALK
STA:8+34.02
ELEV:6262.68

EXISTING SSMH

RAISE/LOWER TO FG

MEET EX
STA:8+08.44
ELEV:6258.16
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+75.00
GBT3 PROFILE
6255
6260
6265
6270
6275
6280
6255
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 5+00 5+75
EG, TYP.
-1.50%
-5.00%
-0.50%
-1.20%

3.55%
PVI STA: 1+27.25
PVI ELEV: 6267.59
K: 7.15
LVC: 25.00 BVCS: 1+14.75 BVCE: 6267.78 EVCS: 1+39.75 EVCE: 6266.97 PVI STA: 3+44.95
PVI ELEV: 6263.93
K: 71.24
LVC: 50.00 BVCS: 3+19.95 BVCE: 6264.06 EVCS: 3+69.95 EVCE: 6263.63 PVI STA: 1+84.49
PVI ELEV: 6264.73
K: 11.11
LVC: 50.00 BVCS: 1+59.49 BVCE: 6265.98 EVCS: 2+09.49 EVCE: 6264.61 PVI STA: 4+98.22
PVI ELEV: 6262.09
K: 21.06
LVC: 100.00 BVCS: 4+48.22 BVCE: 6262.69 EVCS: 5+48.22 EVCE: 6263.87 LOW PT. STA: 4+73.49
LOW PT ELEV: 6262.54

TRAIL FG

EXISTING SSMH

RAISE/LOWER TO FG
EX. 8" SS EX. 8" SS

PROPOSED CROSS CULVERT

SEE STORM DRAIN SHEETS FOR ADDITIONAL INFORMATION
Elevation (Ft.)
STA: 5+75.00 TO STA: 9+50.00
GBT3 PROFILE
6255
6260
6265
6270
6275
6255
6260
6265
6270
6275
5+75 6+00 7+00 8+00 9+00 9+50
EG, TYP. FG, TYP.
-3.00%
-0.50%
PVI STA: 6+74.79
PVI ELEV: 6268.36
K: 22.90
LVC: 150.00 BVCS: 5+99.79 BVCE: 6265.70 EVCS: 7+49.79 EVCE: 6266.11 HIGH PT. STA: 6+81.07
HIGH PT ELEV: 6267.14
PVI STA: 8+54.31
PVI ELEV: 6262.97
K: 19.99
LVC: 50.00 BVCS: 8+29.31 BVCE: 6263.72 EVCS: 8+79.31 EVCE: 6262.85 EX. 4" W MAIN

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-19 Plot Stamp: 3/11/2022 4:16:10 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PROFILES SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-19
28 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTES:

1. SEE SHEET C-14 FOR GBT2 PLAN

2. SEE SHEETS C-14 AND C-16 FOR GBT3 PLAN
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
250
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+50.00
GBT4 PROFILE
6255
6260
6265
6270
6275
6280
6255
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 5+00 6+00 6+50
EG, TYP.

3.50%
-4.56%
-1.50%
-2.40%
-0.40%

1.50% -1.75%
HIGH PT STA = 1+75.47
HIGH PT ELEV = 6266.79
PVI STA = 1+79.33
PVI ELEV = 6267.19
K = 30.76
A = 3.25%
LVC = 100.00' BVC: 1+29.33 ELEV: 6266.44 EVC: 2+29.33 ELEV: 6266.31 HIGH PT STA = 3+58.28
HIGH PT ELEV = 6264.61
PVI STA = 3+83.28
PVI ELEV = 6264.51
K = 25.00
A = 2.00%
LVC = 50.00' BVC: 3+58.28 ELEV: 6264.61 EVC: 4+08.28 ELEV: 6263.91 HIGH PT STA = 4+98.61
HIGH PT ELEV = 6264.80
PVI STA = 5+00.25
PVI ELEV = 6265.05
K = 3.10
A = 8.06%
LVC = 25.00' BVC: 4+87.75 ELEV: 6264.61 EVC: 5+12.75 ELEV: 6264.48 LOW PT STA = 3+42.25
LOW PT ELEV = 6264.68
PVI STA = 3+17.25
PVI ELEV = 6264.78
K = 37.01
A = 1.35%
LVC = 50.00' BVC: 2+92.25 ELEV: 6265.21 EVC: 3+42.25 ELEV: 6264.68 LOW PT STA = 4+40.73
LOW PT ELEV = 6263.28
PVI STA = 4+43.52
PVI ELEV = 6263.07
K = 5.08
A = 5.90%
LVC = 30.00' BVC: 4+28.52 ELEV: 6263.43 EVC: 4+58.52 ELEV: 6263.59 LOW PT STA = 5+98.23
LOW PT ELEV = 6261.35
PVI STA = 5+73.23
PVI ELEV = 6261.73
K = 16.37
A = 3.06%
LVC = 50.00' BVC: 5+48.23 ELEV: 6262.86 EVC: 5+98.23 ELEV: 6261.35 TRAIL FG, TYP.

EX. 8" SS
Elevation (Ft.)
STA: 1+00.00 TO STA: 5+00.00
GBT5 PROFILE
6250
6255
6260
6265
6270
6275
6280
6250
6255
6260
6265
6270
6275
6280
1+00 2+00 3+00 4+00 5+00
EG, TYP.

TRAIL FG, TYP.

1.50%

0.75%

4.75%
-5.00%
PVI STA: 2+15.75
PVI ELEV: 6267.50
K: 12.82
LVC: 125.00 BVCS: 1+53.25 BVCE: 6264.53 EVCS: 2+78.25 EVCE: 6264.37 HIGH PT. STA: 2+14.15
HIGH PT ELEV: 6265.98
PVI STA: 4+53.57
PVI ELEV: 6255.61
K: 8.69
LVC: 50.00 BVCS: 4+28.57 BVCE: 6256.86 EVCS: 4+78.57 EVCE: 6255.80 LOW PT. STA: 4+72.03
LOW PT ELEV: 6255.77

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-20 Plot Stamp: 3/11/2022 4:16:28 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PROFILES SHEET 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-20
29 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTES:

1. SEE SHEET C-16 FOR GBT4 PLAN

2.SEE SHEETS C-16 AND C-17 FOR GBT5 PLAN
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
251
Elevation (Ft.)
STA: 1+00.00 TO STA: 6+00.00
GBNT1 PROFILE
6260
6265
6270
6275
6280
6285
6260
6265
6270
6275
6280
6285
1+00 2+00 3+00 4+00 5+00 6+00
EG, TYP.
-0.90% -0.25%

2.60%

0.10%
-1.90%
-0.25%
HIGH PT STA = 3+79.09
HIGH PT ELEV = 6270.83
PVI STA = 3+66.59
PVI ELEV = 6270.81
K = 10.00
A = 2.50%
LVC = 25.00' BVC: 3+54.09 ELEV: 6270.49 EVC: 3+79.09 ELEV: 6270.83 HIGH PT STA = 4+40.39
HIGH PT ELEV = 6270.89
PVI STA = 4+62.89
PVI ELEV = 6270.91
K = 25.00
A = 2.00%
LVC = 50.00' BVC: 4+37.89 ELEV: 6270.89 EVC: 4+87.89 ELEV: 6270.44 LOW PT STA = 3+06.45
LOW PT ELEV = 6269.55
PVI STA = 3+16.76
PVI ELEV = 6269.52
K = 8.77
A = 2.85%
LVC = 25.00' BVC: 3+04.26 ELEV: 6269.55 EVC: 3+29.26 ELEV: 6269.84 LOW PT STA = 5+66.61
LOW PT ELEV = 6269.15
PVI STA = 5+54.11
PVI ELEV = 6269.18
K = 15.15
A = 1.65%
LVC = 25.00' BVC: 5+41.61 ELEV: 6269.42 EVC: 5+66.61 ELEV: 6269.15 TRAIL FG, TYP.

PROPSED BASIN OUTLET PIPE

SEE STORM DRAIN SHEETS FOR ADDITIONAL INFO
Elevation (Ft.)
STA: 6+00.00 TO STA: 11+25.00
GBNT1 PROFILE
6260
6265
6270
6275
6280
6285
6260
6265
6270
6275
6280
6285
6+00 7+00 8+00 9+00 10+00 11+00 11+25
EX. 6" SS EX. 8" W MAIN

0.97%

4.20%
-2.50%
HIGH PT STA = 7+07.87
HIGH PT ELEV = 6272.01
PVI STA = 7+01.53
PVI ELEV = 6272.40
K = 7.46
A = 6.70%
LVC = 50.00' BVC: 6+76.53 ELEV: 6271.35 EVC: 7+26.53 ELEV: 6271.77 LOW PT STA = 6+09.79
LOW PT ELEV = 6269.04
PVI STA = 6+20.89
PVI ELEV = 6269.01
K = 5.62
A = 4.45%
LVC = 25.00' BVC: 6+08.39 ELEV: 6269.04 EVC: 6+33.39 ELEV: 6269.54 LOW PT STA = 9+73.01
LOW PT ELEV = 6266.51
PVI STA = 9+51.03
PVI ELEV = 6266.16
K = 28.78
A = 3.47%
LVC = 100.00' BVC: 9+01.03 ELEV: 6267.41 EVC: 10+01.03 ELEV: 6266.65

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-21 Plot Stamp: 3/11/2022 4:16:47 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS PROFILES SHEET 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-21
30 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
NOTE:

1. SEE SHEETS C-13 AND C-14 FOR GBNT1 PLAN
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
252
(GBT1) 1+50.00
6270
6275
6280
6270
6275
6280
-15 -10 -5 0 5 10 15
(GBT1) 2+00.00
6270
6275
6280
6270
6275
6280
-15 -10 -5 0 5 10 15
(GBT1) 2+50.00
6270
6275
6280
6270
6275
6280
-15 -10 -5 0 5 10 15
(GBT1) 3+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 3+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)

1.3% 3:1

1.5%

1.5%
3:1
3:1 3:1
-3:1
3:1
3:1
-3:1
3:1
3:1
-3:1
-3.1%
(GBT1) 4+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 4+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 5+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 5+50.00
6270
6275
6280
6270
6275
6280
-15 -10 -5 0 5 10 15

1.5%

1.5%
-3:1

1.5%
3:1 3:1
-3:1
-3:1 -3:1
-3:1
-3:1
NOTE:

BOARDWALK AND PILINGS SHOWN IN SECTION
VIEW ARE SCHEMATIC ONLY. STANDARD PILING

SPACING AND STRUCTURAL BEAM LENGTHS MAY

REQUIRE ADJUSTMENT/FIELD-FIT AS DIRECTED
BY THE ENGINEER.

1.5%
(GBT1) 6+00.00
6265
6270
6275
6265
6270
6275
-60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 (GBT1) 6+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 7+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 7+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT1) 8+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15

0.8% -2.6% -0.5% -2.1%
6:1

2.6%

1.5%
-3.35%
-3:1

1.5% 0.0% 1.3%

0.9% -1.6%

6.3%
-3:1
3:1
-3:1
-1.8% 0.6% ELEV = 6269.0 HEIGHT 4 = 4.5 ELEV = 6269.0 HEIGHT 4 = 4.7 ELEV = 6268.5 HEIGHT 4 = 5.3 ELEV = 6268.5 HEIGHT 4 = 5.1

1.5%
(GBT1) 8+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT1) 9+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT1) 9+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 10+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT1) 10+20.00
6265
6270
6275
6265
6270
6275
-10 -5 0 5 10
FG (TYP.) EG (TYP.) ELEV = 6268.0 HEIGHT 4 = 4.5 ELEV = 6268.0 HEIGHT 4 = 4.9 -1.8% -8:1

2.0% -4.0%
3:1

4.4% 11.4% 2.2%
-3:1
10:1
9:1

BOARDWALK

FOUNDATION
PILING (TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-22 Plot Stamp: 3/11/2022 4:17:21 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS SECTIONS SHEET 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-22
31 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 10 20
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2.5'
GBT1 SECTIONS -
SEE SHEETS C-14 AND C-15 FOR
PLAN VIEWS. SEE SHEET C-18 FOR

PROFILE VIEW
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
253
(GBT2) 7+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 8+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 8+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 9+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 9+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 10+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
-3:1 ELEV = 6263.6 HEIGHT 4 = 5.4 ELEV = 6263.6 HEIGHT 4 = 5.5 ELEV = 6263.0 HEIGHT 4 = 5.0 ELEV = 6263.0 HEIGHT 4 = 5.4

2.2% 2.2% 2.1%
200.0%
-1.5%
191.7%

1.2%

3.3% 0.6%

3.6%

1.5%

4.4% 8.9%

5.7%
(GBT2) 1+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 2+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 2+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 3+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 3+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 4+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
3:1
3:1 -3:1
-3:1
-3:1
-1.5%
-2.5% -1.5% -1.5% -1.5%
-1.5%
-1.5%
7:1
-1.5%
(GBT2) 4+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBT2) 5+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT2) 5+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT2) 6+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT2) 6+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT2) 7+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
3:1 -3:1
3:1
3:1
-3:1 ELEV = 6265.1 HEIGHT 4 = 0.9 ELEV = 6265.1 HEIGHT 4 = 4.3 ELEV = 6264.6 HEIGHT 4 = 5.0 ELEV = 6264.6 HEIGHT 4 = 5.2 ELEV = 6264.1 HEIGHT 4 = 5.4 ELEV = 6264.1 HEIGHT 4 = 5.6 -1.5%
-1.5%
4:1-0.2% -1.5%
-1:1
-0.6%
-1.1%
-1.1%

BOARDWALK

FOUNDATION
PILING (TYP.)
(GBT2) 10+50.00
6262
6265
6270
6262
6265
6270
-15 -10 -5 0 5 10 15
(GBT2) 11+00.00
6265
6270
6265
6270
-15 -10 -5 0 5 10 15
NOTE:

BOARDWALK AND PILINGS SHOWN IN SECTION VIEW ARE SCHEMATIC ONLY. STANDARD PILING SPACING AND STRUCTURAL BEAM LENGTHS MAY REQUIRE ADJUSTMENT/FIELD-FIT AS DIRECTED BY THE ENGINEER.

1.2% 4:1
5:1

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-23 Plot Stamp: 3/11/2022 4:17:56 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS SECTIONS SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-23
32 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 10 20
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2.5'
GBT2 SECTIONS -
SEE SHEETS C-14 AND C-16 FOR PLAN VIEWS.

SEE SHEETS C-18 AND C-19 FOR PROFILE VIEWS.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
254
(GBT3) 7+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 8+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 8+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 9+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT3) 9+25.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
FG (TYP.) EG (TYP.)
-3:1
3:1
-3:1
3:1
-3:1
3:1

1.5%

2.9% -3:1

3.0% 0.3%

1.9%
(GBT3) 1+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10
(GBT3) 2+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 2+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 3+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 3+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 4+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
-3:1
-3:1 -3:1 -3:1 -3:1
-3:1
-3:1
3:1
3:1
-3:1
-3:1

1.5% -2.0%

1.5%
4:1 -7:1 1.5% 1.5%

2.0%
4:1
4:1

1.5%

1.5%
(GBT3) 4+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT3) 5+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT3) 5+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 6+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 6+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT3) 7+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
-3:1
-3:1
-3:1
-3:1
-3:1
-3:1
-3:1
-3:1
-3:1
-3:1
3:1

1.5% 1.5%

1.5%

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-24 Plot Stamp: 3/11/2022 4:18:21 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS SECTIONS SHEET 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-24
33 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 10 20
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2.5'
GBT3 SECTIONS -
SEE SHEETS C-14 AND C-16 FOR PLAN VIEWS.

SEE SHEET C-19 FOR PROFILE VIEWS.
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
255
(GBT4) 1+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 2+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 2+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 3+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 3+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
EG (TYP.) FG (TYP.)
-1.5%
-3:1
-1.5%
-1.5%
-1.5%
-1.5%
3:1
-3:1
-3:1
3:1
3:1
-3:1
3:1
-3:1
3:1
-3:1
(GBT4) 4+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 4+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 5+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 5+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT4) 5+84.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
3:1
-3:1
50:1
-3:1
-3:1
3:1
3:1
3:1
-1.5%
-1.5%
-1.5%
-1.5%
(GBT5) 1+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT5) 1+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT5) 2+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT5) 2+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBT5) 3+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
-3:1
-3:1
-50:1
3:1
3:1

1.5%
10:1

1.5%
6:1
5:1

1.5%

1.5%
EG (TYP.) FG (TYP.)
(GBT5) 3+50.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT5) 4+00.00
6255
6260
6265
6255
6260
6265
-15 -10 -5 0 5 10 15
(GBT5) 4+50.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
50:1
3:1
50:1
-3:1
-1.5%
-1.5%
-1.5%
EG (TYP.) FG (TYP.)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-25 Plot Stamp: 3/11/2022 4:18:53 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS SECTIONS SHEET 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-25
34 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION 0 10 20
HORIZONTAL SCALE: 1" = 10'
GBT5 SECTIONS - SEE SHEET C-16 AND C-17 FOR PLAN VIEWS. SEE SHEET C-20 FOR PROFILE VIEW. VERTICAL SCALE: 1" = 2.5' GBT4 SECTIONS - SEE SHEET C-16 FOR PLAN VIEW. SEE SHEET C-20 FOR PROFILE VIEW. * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
256
(GBNT1) 1+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 2+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 2+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 3+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 3+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
3:1 3:1
3:1 3:1 3:1
3:1
3:1
3:1
3:1
3:1

1.5%
3:1 3:1
3:1 3:1 3:1
3:1
3:1
3:1
3:1
3:1
(GBNT1) 4+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 4+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 5+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 5+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 6+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
-3:1 3:1 -3:1 -3:1
3:1
3:1
3:1
-3:1

1.5% (TYP.)
-3:1 3:1 -3:1 -3:1
3:1
3:1
3:1
-3:1

6.1%
(GBNT1) 6+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 7+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 7+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 8+00.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
(GBNT1) 8+50.00
6265
6270
6275
6265
6270
6275
-15 -10 -5 0 5 10 15
3:1 3:1
-3:1 3:1
-3:1
3:1
-3:1
3:1
3:1
3:1
3:1 3:1
-3:1 3:1
-3:1
3:1
-3:1
3:1
3:1
3:1
(GBNT1) 9+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBNT1) 9+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBNT1) 10+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBNT1) 10+50.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
(GBNT1) 11+00.00
6260
6265
6270
6260
6265
6270
-15 -10 -5 0 5 10 15
EG (TYP.)
FG (TYP.)
-3:1 3:1
-3:1 3:1
3:1
3:1
-3:1
3:1

24.0%

3.5%
-0.6%

3.0%
-3:1 3:1
-3:1 3:1
3:1
3:1
-3:1
3:1

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-26 Plot Stamp: 3/11/2022 4:19:25 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GREENBELT TRAILS SECTIONS SHEET 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-26
35 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 10 20
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2.5'
GBNT1 SECTIONS - SEE SHEETS SEE C-13 AND C-14 FOR PLAN VIEWS. SEE SHEET C-21 FOR PROFILE VIEWS. * CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
257
Elevation (Ft.)
STA: 1+00.00 TO STA: 4+00.00
ACT 1 PROFILE
6245
6250
6255
6260
6265
6270
6245
6250
6255
6260
6265
6270
1+00 2+00 3+00 4+00
EG, TYP.

FG, TYP.

MEET EX
STA:1+11.89
ELEV:6254.64
STA:1+19.89
ELEV:6254.56

4.7%

3.18%
-0.02%
LOW PT STA = 2+99.23
LOW PT ELEV = 6255.58
PVI STA = 3+23.97
PVI ELEV = 6255.58
K = 15.61
A = 3.20%
LVC = 50.00' BVC: 2+98.97 ELEV: 6255.58 EVC: 3+48.97 ELEV: 6256.38

MEET EX
STA:3+73.73
ELEV:6257.17
STA:1+42.30
ELEV:6255.61
-1.0%
(ACT 1) 1+45.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
(ACT 1) 1+75.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
(ACT 1) 2+25.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
(ACT 1) 2+75.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
-3:1
-3:1
3:1
3:1
3:1 -1.9% 3:1
-1.5%
-1.5%
-1.5%
3:1
EG (TYP.)
FG (TYP.)
(ACT 1) 3+25.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10 15
(ACT 1) 3+70.00
6250
6255
6260
6250
6255
6260
-15 -10 -5 0 5 10
-3:1 -3:1
-3:1 -3:1
-1.5%
-1.5%
EG (TYP.)
FG (TYP.)
Elevation (Ft.)
STA: 1+00.00 TO STA: 2+25.00
BSW-1 PROFILE
6250
6255
6260
6250
6255
6260
1+00 2+00 2+25
-0.25%
-2.03% 33.33%
-1.40% -1.87%

MEET EG
STA:1+14.97
ELEV:6255.09
STA:1+15.87
ELEV:6255.39 STA:1+54.45
ELEV:6255.06
STA:1+85.86
ELEV:6254.62
STA:2+03.26
ELEV:6254.58

MEET EG
STA:2+04.80
ELEV:6254.55

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_PLAN-PROFILE_GREENBELT-TRAIL.dwg, Tab: C-27 Plot Stamp: 3/11/2022 4:19:56 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com BARTON AVE. TO LTB TRAILS PROFILES AND SECTIONS TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA C-27
36 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
0 10 20
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 2.5'
* CALL BEFORE YOU DIG *

CONTACT UNDERGROUND SERVICE ALERT (USA)
1-800-227-2600

PRIOR TO ANY CONSTRUCTION WORK
0 20 40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'

FOR SECTIONS
SEE SHEET C-17 FOR PLAN VIEW.
258

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L0-1 Plot Stamp: 3/11/2022 4:27:18 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com GENERAL INFORMATION TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L0-1
37 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
259

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L0-2 Plot Stamp: 3/11/2022 4:27:22 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com HARDSCAPE REFERENCE PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L0-2
38 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
260

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L0-3 Plot Stamp: 3/11/2022 4:27:26 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING CONCEPT PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L0-3
39 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
261

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L0-4 Plot Stamp: 3/11/2022 4:27:30 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com KEY PLAN TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L0-4
40 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
262

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-1 Plot Stamp: 3/11/2022 4:27:35 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-1
41 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
263

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-2 Plot Stamp: 3/11/2022 4:27:38 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-2
42 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
264

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-3 Plot Stamp: 3/11/2022 4:27:43 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-3
43 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
265

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-4 Plot Stamp: 3/11/2022 4:27:47 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-4
44 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
266

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-5 Plot Stamp: 3/11/2022 4:27:52 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-5
45 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
267

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L1-6 Plot Stamp: 3/11/2022 4:27:55 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com MATERIALS AND FURNISHINGS PLAN 6 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L1-6
46 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
268

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L2-1 Plot Stamp: 3/11/2022 4:28:00 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE DETAILS 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L2-1
47 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
269

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L2-2 Plot Stamp: 3/11/2022 4:28:03 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE DETAILS 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L2-2
48 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
270

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L2-3 Plot Stamp: 3/11/2022 4:28:09 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE DETAILS 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L2-3
49 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
271

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L2-4 Plot Stamp: 3/11/2022 4:28:15 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE DETAILS 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L2-4
50 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
272

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L2-5 Plot Stamp: 3/11/2022 4:28:19 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com SITE DETAILS 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L2-5
51 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
273

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-1 Plot Stamp: 3/11/2022 4:28:23 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 1 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-1
52 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
274

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-2 Plot Stamp: 3/11/2022 4:28:27 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-2
53 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
275

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-3 Plot Stamp: 3/11/2022 4:28:32 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-3
54 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
276

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-4 Plot Stamp: 3/11/2022 4:28:36 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-4
55 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
277

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-5 Plot Stamp: 3/11/2022 4:28:40 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-5
56 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
278

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L3-6 Plot Stamp: 3/11/2022 4:28:44 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING PLAN 6 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L3-6
57 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
279

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_LANDSCAPE.dwg, Tab: L4-1 Plot Stamp: 3/11/2022 4:28:48 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com PLANTING DETAILS TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA L4-1
58 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
280

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
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30' MINIMUM

PROVIDE FULL WIDTH

OF INGRESS/EGRESS
AREA (20' MIN.) NOTES:

1. A STABILIZED CONSTRUCTION INGRESS AND EGRESS.

ENTRANCE IS REQUIRED AT ALL LOCATIONS CONSTRUCTION VEHICLES WILL BE ENTERING/LEAVING NON-PAVED SURFACES. SEE PLANS.

2. THE ENTRANCE SHALL BE PROPERLY GRADED TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.

3. THE ENTRANCE SHALL BE CONSTRUCTED ON LEVEL GROUND.

4. PERIODIC TOP DRESSING WITH ADDITIONAL STONE SHALL BE PROVIDED TO ENSURE THE INTEGRITY OF THE ENTRANCE DURING CONSTRUCTION.

5. THE ENTRANCE SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.

6. ROCK MATERIAL SHALL BE ADDED WHEN SURFACE VOIDS ARE NOT VISIBLE.

7. ALL SEDIMENT DEPOSITS ON PAVED ROADWAYS SHALL BE REMOVED IMMEDIATELY.

8. ALL MATERIALS SHALL BE REMOVED AT COMPLETION OF CONSTRUCTION AND AREAS REVEGETATED. SEE REVEGETATION PLANS AND SPECIAL PROVISIONS.

R=10'
R=10'

C/L OF EXISTING
AC ROADWAY (TYP.)

TOP EDGE OF EXISTING
AC ROADWAY (TYP.)
3"-6" ANGULAR ROCK
(12" THICK)

FILTER FABRIC SHALL BE

INSTALLED UNDER ALL

AREAS OF ENTRANCE
(ANGULAR ROCK)
EDGE SECTION (APPROX.) OF
EXISTING AC ROADWAY (TYP.) SLOPE
SAWCUT

EXISTING AC
VARIES

GRAVEL FILLED BAGS WRAPPED WITH

NON-WOVEN FILTER FABRIC OR WEIGHTED

COIR LOGS, SEE SPECIAL PROVISIONS AND
SWPPP

PROPOSED CURB AND GUTTER

OR PIPE TRENCH EXCAVATION SECTION

GRAVEL FILLED BAGS WRAPPED

WITH NON-WOVEN FILTER FABRIC OR

WEIGHTED COIR LOGS, SEE SPECIAL

PROVISIONS AND SWPPP
VARIES

SAW CUT

EXISTING AC
NOTE:

1. APPLY TO COMPACTED SURFACES SUCH AS
SUBGRADE FOR CONCRETE WORK AND AC PAVING.

DRIP LINE
METAL FENCE POSTS @ 8.00'(MAX) CC
LENGTH OF POST = 6.00' (MIN)
EMBEDDED DEPTH - 16" (MIN)

CONSTRUCTION LIMIT FENCE,

SEE SPECIAL PROVISIONS

WRAP CLF

AROUND TREE

UNDER WOOD
2"X4"X8' WOOD

BATTEN BOUND

TO TREE SEE

DETAIL 'A'

EXISTING TREE

1.5'

1.5'
2"X4"X8' WOOD BATTEN

STAPLE NAILED TO WOOD
BATTEN NOT IN TREE (3

TOTAL) PER WOOD BATTEN
1/4" STEEL CABLE OR
1/2"Ø NYLON ROPE

STRUNG THROUGH

STAPLES AND BOUND

TIGHTLY AROUND TREE

3.00'
48"
MIN

NOT AT DRIPLINE

AT DRIPLINE

DETAIL 'A'
NTS
2 NTS D-1
1 D-1

TEMPORARY CONSTRUCTION ENTRANCE
NTS
3 D-1

TEMPORARY CHECK DAM
NTS
4 D-1

TEMPORARY CONSTRUCTION LIMIT FENCE
NOTES: 1. INSTALL FENCE PANELS IN A LINEAR ALIGNMENT AS INDICATED ON THE PLANS.

2. GATES MAY BE PLACED AS NECESSARY BY THE CONTRACTOR.

3. PLACE GRAVEL BAGS ON PANEL STANDS FOR ADDED SUPPORT TO PREVENT BLOW DOWN IN WINDY CONDITIONS.

4. INSTALL "NO TRESPASSING" SIGNS ON EVERY OTHER FENCE PANEL.

5. PROVIDE MESH SCREENING AT ALL STAGING AREAS.
6'-8'
10'-12'
RAIL (TYP.)

CHAIN LINK
FENCE PANEL (TYP.)
EXISTING GROUND PANEL STAND (TYP.)

TEMPORARY CHAIN LINK FENCE
NOTES:

1. SEE PLAN SHEETS FOR EXTENTS OF ROCK SLOPE PROTECTION.

INFORMATION SHOWN IN DETAIL IS REPRESENTATIVE ONLY.

NTS

ROCK SLOPE PROTECTION
5%
2' WHERE APPLICABLE
KEY IN COIR FABRIC 1.00' MIN

BELOW EXISTING GROUND
CLASS 2 RIPRAP

SLOPE VARIES, SEE

PLAN AND PROFILE
BURY 1/2 MIN TO 3/4 MAX

DIAMETER OF ROCK

ONE ROW OF ROCKS
GREATER THAN 15"

NATIVE MATERIAL

PLACE COIR FABRIC BELOW ROCK
H
KEY IN COIR FABRIC 1.00' MIN

BELOW EXISTING GROUND
NOTES:

1. DETAIL DEPICTS A TREE PROTECTION APPLICATION, BUT THE MATERIAL

AND SPACING SHOWN ALSO APPLIES TO GENERAL USE FOR CONSTRUCTION LIMIT FENCE.

2. CLF SHALL BE 48" HIGH (MINIMUM).

3. FOR TREES WITH DRIPLINES THAT OVERHANG THE CONSTRUCTION AREAS,

THE LOCATION OF THE TREE PROTECTION FENCE SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER AND/OR TRPA AT PREGRADE MEETING.

FLOW

DRAPE SILT FENCE FABRIC OVER

WELDED WIRE AND FASTEN WITH TIE
WIRES @ 8" VERTICAL AND 3'
HORIZONTAL SPACING O.C.

BURY TOE OF SILT FENCE FABRIC 0.50'

IN TRENCH ON UPSLOPE SIDE

0.50' 0.50' 1.50'MIN 3.00' MAX

AFFIX WELDED WIRE

FENCING TO POSTS
@ 6.00' OC MAX
NOTES:

1. PLACE FENCING SUCH THAT STORM RUNOFF

CANNOT PASS AROUND OR UNDER FENCE

6.00' MAX

SILT FENCE
FABRIC
2"X2"X5' WOOD POST OR
METAL "T" POST (TYP.)
NTS
6 D-1
TEMPORARY SILT FENCE 5
D-1

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DATE
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96" I.D. x 9" WALL

COMPONENTS
10"
12"
24"
36"
HEIGHT
BASE

OPTIONAL
9"
96"
114"

FLAT TOP COVER
12" TYP.
5/32"
9/32"
10"

OPTIONAL
RISERS
12"
24"
36"
48"
60"
72"
84"
96"
12"
24"
36"
48"
60"
12"MIN

FRAME AND COVER
12"

STRUCTURAL BACKFILL FOR

ENTIRE EXCAVATION LIMITS,

SEE SPECIAL PROVISIONS FOR

COMPACTION REQUIREMENTS
D-2
3 NATIVE SUBGRADE
COMPACTED TO 90% R.C.
3/4" DRAIN ROCK

ALL PIPE PENETRATIONS

SHALL BE PER DETAIL
D-7
5 STEPS, SEE

SPECIAL PROVISIONS

MANHOLE FRAME AND
COVER FINISHES D-2
4 NTS
2 D-2
96" DIAMETER STORM DRAIN MANHOLE
A.C. 4" MIN
BASE 8" MIN
SET 1
4" BELOW
GRADE
1' MIN
1' MIN
SLOPE

OUTSIDE OF PAVED AREA

PAVED AREAS

CLASS A

CONCRETE
TYP

GRADE RINGS SHALL
NOT EXCEED 18" IN
HEIGHT (TYP.) GRADE RINGS SHALL NOT
EXCEED 18" IN HEIGHT (TYP.)
FINISHED ELEVATION OF RIM SHALL BE 2" ABOVE

EXISTING GROUND AS DIRECTED BY THE ENGINEER

FRAME SHALL BE SECURED TO RISER OR
TOP OF STRUCTURE WITH MORTAR CEMENT.

MANHOLE FRAME AND COVER

SEE DETAIL

MANHOLE FRAME AND

COVER SEE DETAIL
NTS
4 D-2

MANHOLE FRAME AND COVER FINISHES
S D

HALF PLAN OF MANHOLE FRAME & COVER
SD OR D = STORM DRAIN

SECTION ON CL THROUGH FRAME

SECTION ON CL THROUGH COVER

PICKHOLE

LOWER FACE

OF COVER

UPPER FACE

OR COVER
2'-4 1/2"
1'-1 1/8" 1'-1 1/8" 1 1/8"
6 3/4"
3 5/8"
1 3/8"
5/8"
2'-10"
1'-0" 1'-0"
7/8"

MACHINE SURFACE
LETTER "S" AND "D" OR "D"

AT CENTER OF COVER
2"
5/16"
5/8"
1 1/8"
2 5/8"

MACHINE SURFACE
1'-1" 1'-1"
1 3/8" 9 5/8" 1 1/2"
1/2" 1/2"
NTS
3 D-2
STORMDRAIN MANHOLE 24" FRAME AND COVER
1 D-2
48", 60", AND 72" DIAMETER STORM DRAIN MANHOLE
NTS

CHECKED

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PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-2 Plot Stamp: 3/11/2022 4:31:40 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 2 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-2
70 MARCH 2022
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PIPE IN PAVEMENT
OD + 2'
12"
(TYP)

PIPE ZONE BACKFILL, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS

AGGREGATE BASE, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS
MOUND AC 1/4" FROM EDGE OF GRIND TO ℄
OF PIPE, 4" MIN COMPACTED AC OVER
TRENCH

T-PATCH
(TYP.)
UNDISTURBED NATIVE EARTH.

PIPE MATERIAL AND IE PER PLAN
NOTES:

1. MINIMUM COVER* FROM CROWN OF PIPE TO FINISH GRADE SHALL BE AS FOLLOWS:

CULVERTS 18 INCHES
STORM DRAINS 18 INCHES FOR RCP --- 24 INCHES FOR HDPE
*UNLESS OTHERWISE APPROVED. FOR ADDITIONAL INFORMATION SEE CSLT STANDARD DRAWING SD64.

2. GRIND PAVEMENT A MINIMUM OF 2 FOOT BEYOND EACH SIDE OF THE LONGITUDINAL OR TRANSVERSE EXCAVATION AFTER TRENCH BACKFILL AND FIRST LIFT OF HOT MIX AC.

3. REPLACE PAVEMENT TO EDGE OF PAVEMENT (EP) IF THE EXCAVATION IS WITHIN 3 FEET OF THE EP.

4. IN WET OR ROCKY MATERIAL THE DEPTH OF THE TRENCH BEDDING SHALL BE INCREASED TO THE LARGER OF EITHER 6 IN. OR 1/4 DIA OF PIPE.

5. THE MINIMUM DISTANCE BETWEEN THE SIDE OF THE TRENCH AND THE SIDE OF THE PIPE SHALL BE 1/2 OD OR 12", WHICHEVER IS GREATER.

6. PIPES INSTALLED WITHIN FILL SHALL BE 95% RELATIVE COMPACTION UP TO A MINIMUM OF 12 INCHES ABOVE THE TOP OF PIPE.

7. IN AREAS WITH MINIMUM COVER, BACKFILL ABOVE BEDDING SHALL BE CLASS 2 AGGREGATE BASE UNLESS BACKFILLING WITH CEMENT SLURRY.

8. IN AREAS OF NATURAL VEGETATION OR LANDSCAPING, REMOVE TOP 12 INCHES OF MATERIAL, STOCKPILE & REPLACE ON TRENCH IN A MOUND. BACKFILL COMPACTED BETWEEN 80% AND 85% RELATIVE COMPACTION.

9. ALL LANDSCAPING CONDUITS WITHIN THE ROADWAY PRISM AND/OR TRAFFIC AREAS MUST HAVE MINIMUM OF 30 INCHES COVER.

10. AC PATCH SHALL BE HOTMIX ASPHALT A MINIMUM COMPACTED THICKNESS OF 4 INCHES AND PLACED IN A MINIMUM OF 2 LIFTS.

11. COLD MIX ASPHALT MAY BE PLACED TEMPORARILY, BUT MUST BE COMPLETELY REMOVED BEFORE PLACING THE PERMANENT HOT MIX ASPHALT.

12. PLACE AGGREGATE BASE (AB) AT THE TOP OF THE EXCAVATION WHERE THE EXCAVATION IS WITHIN 2' OF EP OR IF AB PRESENTLY EXISTS ABOVE THE EXCAVATION. IF THE EXCAVATION IS AT THE BOTTOM OF A ROADSIDE DITCH, BEYOND A ROADSIDE DITCH, OR BEHIND A CURB, THE REQUIREMENT FOR AB CAN BE WAIVED.

13. TRANSVERSE EXCAVATION ON ROADWAYS PAVED WITHIN 2 YEARS ARE NOT ALLOWED AND MUST BE BORED. LONGITUDINAL EXCAVATIONS ON ROADWAYS PAVED WITHIN 5 YEARS OR ON COLLECTOR ROADS WITH A HIGH QUALITY RIDING SURFACE REQUIRE A 2" OVERLAY WHICH CONFORMS OR A 2" GRIND AND OVERLAY OF THE TRAVEL LANE.

14. BACKFILL TO BE STRUCTURAL BACKFILL. AS SHOWN IN THIS DETAIL AND AS DESCRIBED IN SPECIAL PROVISIONS. 15. EXCESSIVE TRANSVERSE CUTS MAY REQUIRE A GRIND AND REPAVE OF ENTIRE TRAVEL LANE BETWEEN CUTS.

16. NO SAWCUTS WILL BE ALLOWED IN WHEEL PATHS. SAWCUT LINES SHALL BE PLACED AT ROAD CL, WITHIN SHOULDER OR MIDDLE OF TRAVEL LANE, AND OUTSIDE WHEEL PATHS.

17. MINIMUM PATCH WIDTH SHALL BE 3' WIDE.

18. PATCH WORK SHALL NOT RESULT IN "RIBBON" STRIPS OF PAVEMENT (LESS THAN 3 FEET WIDE). EXISTING PAVEMENT WIDTHS LESS THAN 3 FEET WIDE SHALL BE REMOVED AND PAVED WITH THE PATCH WORK. 1'
PIPE BEDDING, COMPACT TO 95%

RELATIVE COMPACTION, SEE

VARIES BY PIPE SIZE SPECIAL PROVISIONS

SEE SPECIAL PROVISIONS
AND NOTE 4.
8"
OD + 2' PIPE BEDDING.

SEE SPECIAL PROVISIONS.
4" MOUNDED TOPSOIL MIX. COMPACT TO
85% RELATIVE COMPACTION

EXISTING GROUND
12"
(TYP)

STRUCTURAL BACKFILL, SEE SPECIAL
PROVISIONS AND NOTE 8. COMPACT TO
85% RELATIVE COMPACTION

PIPE MATERIAL

AND IE PER PLAN
1'

VARIES BY PIPE

MATERIAL AND SIZE

SEE SPECIAL PROVISIONS
AND NOTE 4.

PIPE ZONE BACKFILL. SEE SPECIAL
PROVISIONS. COMPACT TO 95%

RELATIVE COMPACTION
UNDISTURBED NATIVE EARTH. COMPACT
TO 90% RELATIVE COMPACTION

PIPE OUT OF PAVEMENT
TOPSOIL 4" THICK,
COMPACT TO 85%
RELATIVE COMPACTION.

SEE SPECIAL PROVISIONS.

NTS
2 D-3

PIPE TRENCH
NTS
1 D-3
DRAINAGE INLET TYPES 1 & 2 W/ SEDIMENT TRAP
5 D-8

PIPE IN PAVEMENT

WITH MIN COVER
4" MIN COMPACTED AC OR MATCH

EXISTING (WHICH EVER IS

GREATER) OVER SLURRY

BACKFILL

EX AC (TYP)
OD + 1' MIN

SLURRY SEAL

UNDISTURBED
NATIVE

PIPE MATERIAL AND IE PER PLAN

BACKFILL W/ SLURRY CEMENT

T-PATCH
(TYP.)
5 D-8

PERFORATED PIPE IN PAVEMENT
OD + 2'
12"

MIN AROUND PIPE

ON ALL SIDES

PERFORATED PIPE FABRIC

WRAPPED BY MANUFACTURER, SIZE

AND MATERIAL PER PLAN

SEE SPECIAL PROVISIONS

AGGREGATE BASE, COMPACT TO
95% RELATIVE COMPACTION, SEE

SPECIAL PROVISIONS

T-PATCH,
(TYP.)
6" MIN
8"
5 D-8

NATIVE BACKFILL

UNDISTURBED NATIVE EARTH
CLASS 1, TYPE B PERMEABLE MATERIAL

SEE SPECIAL PROVISIONS
MOUND AC 1/4" FROM EDGE OF GRIND TO ℄
OF PIPE, 4" MIN COMPACTED AC OVER
TRENCH

GRATE AND FRAME, PLAN VIEW

PRECAST CONCRETE

RING BASE,
(TYP.)
15" MIN. CLASS I

TYPE B PERMEABLE

MATERIAL

SEDIMENT TRAP SUMP,

DEPTH PER PLAN
6" MIN.,
(TYP.)

PRECAST CONCRETE BASE,

SEE SPECIAL PROVISIONS

MINOR CONCRETE,

POUR AFTER BASE AND

CMP PLACEMENT

CONCRETE BASE
60" 40" 28"
10"
6"
12" THICK

CONCRETE COLLAR
(TYP.)
ROAD CONDITION - 4" THICK MIN.

AC, SLOPE TO DRAINAGE INLET.

SEE DETAIL 6/D-8.

SEE PLANS AND SPECIAL

PROVISIONS SIDE INLET OPENING('S)

NATIVE EARTH OR STRUCTURAL
BACKFILL COMPACTED TO 95% RC

DEPTH OF SUMP
(VARIABLE) 2'

MIN PIPE,

SIZE PER PLAN

CMP PIPE SIZE PER
PLAN, 36" DIA. TYP.

CUT OPENING FOR

CULVERT TO FIT FIELD

CONDITIONS

PAVE APRON AROUND DRAINAGE
INLET TO FIT FIELD CONDITIONS.
3" MIN THICKNESS

BICYCLE SAFE

DRAINAGE INLET
GRATE

FRAME FOR DRAINAGE

INLET GRATE
FINISH
GRADE
PROVIDE 18" MIN
COVER IN ROADWAY.

SLURRY CEMENT BACKFILL IF
COVER IS < 18"
9"
9"
6"
1 1
2" X 1 12" X 1
4" STIFFENERS BOTH SIDES
1 4
" CHECKERED

PLATE COVER

HEX HEAD BOLTS,
WASHERS, & NUTS (3),

SEE DETAIL 'A'
WELD 3 - 4" X 4" X 1
4" WITH 3/8" PIN HINGES TO
COVER

HINGED COVER, PLAN VIEW

STRUCTURE BOTTOM
NOTES:

1. STRUCTURE BOTTOM IS TYPICAL OF ALL THREE STRUCTURES.

SEDIMENT TRAP W/

HINGED COVER
TOP
DRAINAGE INLET TYPE 2
TOP
DRAINAGE INLET TYPE 1
TOP

DRAINAGE INLET
GRATE
4"
2"
HINGED
COVER
FINISH
GRADE
FINISH
GRADE
PIPE,

SIZE PER PLAN

NATIVE EARTH OR STRUCTURAL
BACKFILL COMPACTED TO 95% RC

WITHIN ROAD PRISM
2" - 3"
EMBANKMENT CONDITION - 18" THICK
MIN. RIP RAP SLOPE PROTECTION TO
DRAINAGE INLET.

SEE PLANS AND SPECIAL PROVISIONS
3"
2"
4" MAX
4" MAX

FIT DRAIN INLET
DIA. PER PLAN
4 1
3 TYP 1
TYP

AROUND INLET FRAME / TOP
12"
NOTE: DIMENSIONS SHOWN ARE FOR
TYPICAL 36" DIA. BASE, ADJUST AS
REQUIRED FOR LARGER DIA. BASE

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-3 Plot Stamp: 3/11/2022 4:31:44 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 3 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-3
71 MARCH 2022
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293
2" LIP TO FL
6"
10"
6"
4 3/8" LIP TO FL

CONCRETE BEHIND DI

PROPOSED DI WARP BATTER TO MATCH

DI HOOD

TBC TO REMAIN

AT UNIFORM

GRADE PER
PLANS

EXPANSION JOINT IF

CONSTRUCTED AS A
COLD JOINT, PLACE 3
#4 X 24" BARS (TYP),

SEE SPECIAL

PROVISIONS

C&G TO DI

BASE PREPARATIONS SAME
AS CURB AND GUTTER. 1
D-7 4
D-4
NTS 2
D-4

CURB TRANSITION
(CURB AND GUTTER TO DRAINAGE INLET) 4
D-4 AA
THIRD INTERNAL BEARING BAR.

ON OUTSIDE BEARING BARS AND ON EVERY
3/16 FILLET WELD FULL DEPTH EACH SIDE
3/8" DIA.

LONGITUDINAL SECTION
(THRU FRAME AND GRATE)
3' 5 3/8"
3' 4"
2 1/2" 3 1/2"
6"
4"
L 4"x3"x1/4" 3 1/2"
1/2" ANCHORS
1/4"
(THRU FRAME)

CROSS SECTION
3/16
2"
6"
4" MIN
6" MAXC TO C SPACING CROSS BARS @ 4"
3'-4"
6" MAX
4" MIN
1 7/8"

SECTION B-B
7/16"B B
1' 11 5/8"
NOTE:

TYPE 24-13 GRATE (WELDED STEEL) BEARING BARS TO
BE 3-1/2" X 1/4" BARS ON 1-7/8" CENTERS. 3/8" DIA.

CROSS BARS MAY BE FILLET WELDED RESISTANCE WELDED
OR ELECTROFORGED TO BEARING BARS.

WEIGHT OF 24" GRATE = 141 LBS.

NTS 3
D-4

STORM DRAIN INLET GRATE

CURVE LIMIT
30" MIN
.25" FLAT

WALL STRUCTURE
8"

41.03"
25"

19.5"
16"
T0P BACK OF CURB
12' (PAY LIMIT)
10" FLOWLINE
VARIES
10"

FRAME & GRATE
A.B.
2% SLOPE
A.C.
6" MIN
(CURB LIP NOT SHOWN)
#4 REBAR ON 12" CENTERS
PLACE 2" CLEAR OF SURFACES
6" min
7"
25" 8"
10"
2"
4"

5.5"

5.5"
2-2" WEEP HOLES

ADJACENT CURB & GUTTER
6" 36" 6"
8"
24"-36"
2-2" WEEP HOLES
12' (PAY LIMIT)
4"

5.5"

FLOWLINE
5"
5"
VARIES
8"
24"-36"
2" WEEP HOLES
(BACKWALL)
#4 REBAR ON 12"

CENTERS PLACED
2" CLEAR OF SURFACES
2" WEEP HOLES
(FRONT WALL)

TOP BACK

OF CURB

41.03"

BACK OF

GRATE ELEV

PIPES CUT FLUSH AND

GROUTED WITH

NON-SHRINK GROUT
*TOP 1' OF CATCH BASIN TO BE CAST IN PLACE WITH CURB AND GUTTER *CATCH BASIN SHALL BE BACKFILLED WITH 1' MIN THICKNESS OF 3/4" DRAIN ROCK

RIM ELEVATION

STAKING LOCATION
CENTER OF INLET 3
D-4 1
D-7
NTS 4
D-4
DRAINAGE INLET, TYPE 4

SECTION A-A

PLAN VIEW

SIDE VIEW FRONT VIEW
3'
6'
3'
TAMP SOIL OVER MAT/BLANKET 12"
1-1/2"
4'
12"
6"

ISOMETRIC VIEW

TYPICAL SLOPE SOIL STABILIZATION
NOTES:

1. SLOPE STABILIZATION MATERIAL SHALL BE GEOCOIR/DeKowe 700 BIO-DEGRADABLE COIR AND JUTE MATTING OR EQUAL.

2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/ BLANKETS SHALL HAVE GOOD SOIL CONTACT.

3. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS.

4. LAY BLANKETS LOOSELY AND STAKE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.

DO NOT STRETCH.

5. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.

STAKES
BERM 12"
MIN. 4" OVERLAP
WOODEN STAKE (TYP.)
NTS 1
D-4

EROSION CONTROL BLANKET

SLOPE STABILIZATION
6' TYP EA SIDE

FROM OUTSIDE

WALL OF DI BOX
(WALL NOT SHOWN)
VARIES

SEE DI DETAIL

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-4 Plot Stamp: 3/11/2022 4:31:48 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 4 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-4
72 MARCH 2022
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294
NTS
1 D-5

BASIN OUTLET STRUCTURE
NTS
2 D-5

CONCRETE COLLAR

4.5' 4.5' 4.5' 2.0'
6" O.C. 6"
4" 6"4" 2-1/2"
1-1/2" 3"
B
A
B
A
PLAN

SECTION B-B
B
B
SLOPE = 2.0%
SECTION A-A 6"
SLOPE = 1.0%
14' 12" 18"
2 1 2' 2" MIN.

GRATE HINGE DETAIL GRATE LOCK DETAIL

GRATE LOCK,

SEE DETAIL BELOW
CONTRACTOR TO PROVIDE "MASTER"
LOCK.

ENGINEER WILL PROVIDE KEY #
8" Ø PVC INLET PIPE (SDR 26)

SEE SECTION A-A

OUTLET PIPE, SIZE AND TYPE

VARIES, AS SHOWN ON PLANS
GRATE HINGE (2),

SEE DETAIL BELOW
JENSEN 4848-HDI

PRECAST CONCRETE DRAIN INLET

OR APPROVED EQUAL,
MODIFIED AS SHOWN.

STEEL GRATE, SHOP FABRICATED
FROM 1" STEEL PIPE, COLORED PER

SPECIAL PROVISIONS

SHOP FABRICATED STEEL GRATE,

COLORED PER SPECIAL PROVISIONS

BASIN FINISH GRADE

AS SHOWN ON PLANS
AB COMPACTED TO 95% R.C.
(6" THICK) SUBGRADE COMPACTED
TO 90% R.C.

CONCRETE OUTLET

STRUCTURE
1/2" ANCHOR BOLT

HINGE PLATE
3" STEEL PIPE HALF SECTION,

WELDED TO HINGE PLATE
1" DIA STEEL PIPE
GRATE
1" DIA STEEL PIPE,

HINGE MUST BE FABRICATED

AROUND GRATE PIPE
1/2" DRILL HOLE FOR

CONNECTION TO OUTLET

STRUCTURE
SUBGRADE COMPACTED TO 90% R.C.

AB COMPACTED TO 95% R.C.,

SEE SPECIAL PROVISIONS

IE PER PLAN

OUTLET PIPE,

SIZE AND TYPE VARIES,

AS SHOWN ON PLANS

BASIN FINISH GRADE

AS SHOWN ON PLANS

GRATE HINGE

SHOP FABRICATED STEEL GRATE,

COLORED PER SPECIAL PROVISIONS

WEIR ELEV

AS SHOWN ON PLANS

FINISH GRADE OF

BASIN PER PLANS
8" DOME LOCKING

GRATE ASSEMBLY,
NYLOPLAST 0899CGDL, OR APPROVED EQUAL.

PERFORATED PVC

RISER PIPE

EXACT LOCATION

AS DIRECTED BY

ENGINEER
18" Ø PERF. CMP PIPE

BASIN BOTTOM
(FINISH GRADE)

PER PLAN
20' TO 30' (AS DIRECTED BY
ENGINEER) OF 8" Ø PVC
PIPE (SDR 26)
90° ELBOW,
PVC, SDR 26
3" TO 6" ANGULAR ROCK. LOCATION

AND EXTENTS OF ROCK SHALL BE AS
SHOWN ON PLANS AND PROFILES.
1/2" DRILL HOLE FOR

CONNECTION TO OUTLET

STRUCTURE
1/2" DRILL HOLE

FOR LOCK
1" DIA STEEL PIPE
1" DIA STEEL PIPE WITH

COLLAR PLATE

WELDED FOR LOCK

CONNECTION
1/2" ANCHOR BOLT

CONCRETE OUTLET
STRUCTURE 1'

OUTLET STRUCTURE
WALL 1' MIN
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE

PIPE, SIZE AND TYPE

VARIES, AS SHOWN
ON PLANS 3" MAX BETWEEN PIPE AND STRUCTURE WALL
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE
2 D-5
1' MIN CONCRETE COLLAR

AROUND ENTIRE

CIRCUMFERENCE OF PIPE
1' MIN1' MIN 12" MIN COVER OVER PIPE
4" MIN

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-5 Plot Stamp: 3/11/2022 4:31:51 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 5 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-5
73 MARCH 2022
BT

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E320400600 95% DESIGN - NOT FOR CONSTRUCTION
295
NTS
2 D-6

DECOMPOSED GRANITE TRAIL
NTS
1 D-6

MULTI-USE TRAIL
FG
EG
10:1 DAYLIGHT IN FILL CONDITION
3:1 DAYLIGHT IN CUT CONDITION

PATH WIDTH
(VARIES) W/ 2'

SHOULDERS
-1.5%
10:1 DAYLIGHT IN FILL CONDITION
3:1 DAYLIGHT IN CUT CONDITION

1.5% AWAY FROM ROAD IN FILL CONDITION

1.5% TO ROAD IN CUT CONDITION

UNDISTURBED NATIVE OR STRUCTURAL BACKFILL,
COMPACT TO 90% RELATIVE COMPACTION
2' WIDE AGGREGATE BASE SHOULDER, 6" THICK,
COMPACTED TO 95% RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
2' WIDE AGGREGATE BASE SHOULDER, 6" THICK,
COMPACTED TO 95% RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
AGGREGATE BASE, 6" THICK, COMPACTED
TO 95% RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
2"x6" PRESSURE TREATED EDGING (TYP.)
1"x2" WOOD STAKE 12" MIN. LONG (18" O.C.) (TYP.)
NOTE:

1. EDGING AND WOOD STAKES SHALL BE SET / RECESSED BELOW TOP OF AC 0" TO 0.25". NO STAKE OR EDGING SHALL PROTRUDE ABOVE AC SURFACE.

D D/2 18" MIN.
1:2
A
B D 1:2 1:2
1:2
A 3D
5 D-6

FLARED END SECTION & RIPRAP DISSIPATER
F
L
NOTES:

1. SEE GRADING SHEETS FOR GRADING INFORMATION OF ROCK
LINED SWALE AREAS. INFORMATION SHOWN IN DETAIL IS
REPRESENTATIVE ONLY.
1 3
PLACE 12" DEPTH ROCK COBBLE,
3" MINUS
EX. NATIVE SOIL
NTS
ROCK LINED SWALE 4
D-6
18"
36" FINISH GRADE
(TYP.)
6" MIN.

SECTION A-A

SECTION B-B
NOTE:

FLARED END SECTION INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. VARIES

FLARED END SECTION SHALL NOT

BE EXPOSED COVER W/ RIP RAP

FLARED END SECTION

RIP RAP SLOPE

PROTECTION

GEOTEXTILE FILTER FABRIC

WITH UV PROTECTION

FLARED END

SECTION

CULVERT PIPE

ANNULAR BAND
SKIRT

FINISHED GRADE

FLARED END SECTION SHALL

NOT BE EXPOSED COVER W/

RIP RAP

FLARED END SECTION ,

MATCH PIPE MATERIAL

RIP RAP DISSIPATOR
D50=12" ANGULAR ROCK

GEOTEXTILE FILTER FABRIC

WITH UV PROTECTION
ASPHALT CONCRETE (HOT MIX, TYPE A, PG 64-28), 3" THICK
(2 LIFTS) COMPACTED TO 95% RELATIVE COMPACTION

AS SHOWN ON PLANS
2% SLOPE
NOTES:

1. ALL HARDENED TRAILS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS.

2. CROSS SLOPE SHALL NOT EXCEED 2%
6" COMPACTED DG,

SEE SPECIAL PROVISIONS

NATIVE SOIL SUBGRADE
COMPACTED TO 90%

RELATIVE COMPACTION

NATIVE SHOULDER

BACKFILL FLUSH W/ DG
TRAIL

EXISTING SLOPE

EXISTING SLOPE
10:1 DAYLIGHT IN FILL CONDITION
3:1 DAYLIGHT IN CUT CONDITION
10:1 DAYLIGHT IN FILL CONDITION
3:1 DAYLIGHT IN CUT CONDITION
NTS
3 D-6

CONCRETE SIDEWALK
FG
EG
8' WIDE CONCRETE
SIDEWALK (TYP.)
-1.5%
10:1 DAYLIGHT IN FILL CONDITION
3:1 DAYLIGHT IN CUT CONDITION

UNDISTURBED NATIVE OR STRUCTURAL BACKFILL,
COMPACT TO 90% RELATIVE COMPACTION
AGGREGATE BASE, 6" THICK, COMPACTED
TO 95% RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
4,000 PSI PORTLAND CEMENT CONCRETE, 4" THICK,

SEE SPECIAL PROVISIONS

1.5% AWAY FROM ROAD IN FILL CONDITION

1.5% TO ROAD IN CUT CONDITION
NOTE: EDGING AND WOOD STAKES SHALL BE SET / RECESSED
BELOW TOP OF AC 0" TO 0.25". NO STAKE OR EDGING SHALL
PROTRUDE ABOVE AC SURFACE.
6"x12" POST CURB

FLUSH WITH AC ROADWAY

ROADWAY PATCH TIE-IN
MIN. 4' WIDE
MAX. 5% CROSS SLOPE
NTS

ROCK LINED SWALE
4 D-6

INSTALL ROCK LINED SWALE SECTION
WHERE SHOWN ON PLAN. WARP SIDE

SLOPES AS REQUIRED TO TRANSITION
TO SWALE WIDTH (3')
10'±
D 2.75xD D
PLAN
B

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-6 Plot Stamp: 3/11/2022 4:31:54 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 6 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-6
74 MARCH 2022
BT

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E320400600 95% DESIGN - NOT FOR CONSTRUCTION
296

ROLLED CURB & GUTTER

WITH TIE-IN PAVEMENT
9-5
8"
16" 10"

VERTICAL BATTERED CURB & GUTTER
10"
16"
6"
12"
R=1/2"
3 8" PLACE AC 3
8" ABOVE

ADJACENT

CONCRETE FOR ALL

TYPES OF CURB &

GUTTER (TYP)
3"
6"
R=2"
R=1/2"
R=1/2"
R=16"

1. CONCRETE SHALL BE 7 SACK MIX AND SHALL
CONFORM TO SECTION 90 OF THE CALTRANS
STANDARD SPECIFICATIONS WITH 6% AIR
ENTRAINMENT. CEMENT CONTENT SHALL NOT BE
LESS THAN 658 LBS PER CY.

2. THE MATERIALS AND METHOD OF PLACING SHALL
CONFORM TO SECTION 73 OF THE CALTRANS
STANDARD SPECIFICATIONS.

3. CONCRETE SHALL HAVE A LIGHT BROOM FINISH
RUNNING PARALLEL WITH THE FLOWLINE.

4. CONCRETE SHALL BE SPRAYED UNIFORMLY WITH

A CLEAR PIGMENTED CURING COMPOUND
IMMEDIATELY FOLLOWING BROOM FINISHING. THE

MATERIAL, METHOD, AND RATE OF APPLICATION
SHALL CONFORM TO SPECIAL PROVISIONS.

5. ALL BASE MATERIAL SHALL BE COMPACTED AND

TESTED BY THE CITY OR BY A THIRD PARTY

INSPECTOR AT THE CITY'S DISCRETION PRIOR TO
CONCRETE POUR. NOTIFY THE CITY AT LEAST 24
HRS PRIOR TO POUR.

6. CONTRACTOR SHALL CONTACT INSPECTOR FOR

SCHEDULING CURB STRINGLINE INSPECTION AT
LEAST 24 HRS PRIOR TO CONCRETE POUR.

7. ALL FLOWLINES SHALL BE WATER TESTED
BEFORE ACCEPTANCE FOR PAYMENT.

CONTRACTOR SHALL CONTACT INSPECTOR TO
SCHEDULE WATER TESTING.

8. LOCATE 2" DEEP TRANSVERSE SCORES AT 10'
INTERVALS IN CURB AND GUTTERS. INSTALL
EXPANSION JOINTS AT 30' INTERVALS AND AT ALL
COLD JOINTS.

9. NO WASHOUT OF TRUCKS AND/OR EQUIPMENT

WILL BE ALLOWED ON SITE UNLESS A BASIN IS
PROVIDED AND APPROVED BY THE INSPECTOR.

10. CONTRACTOR MUST TRENCH PLATE ALL
DRIVEWAYS FOR 72 HOURS AFTER CONCRETE
POUR.

11. CITY HAS THE RIGHT TO REJECT CURB FOR

NON-CONFORMANCE AND/OR POST
CONSTRUCTION DAMAGE.

12. CONTRACTOR IS RESPONSIBLE FOR ALL

TEMPORARY BMPS, AC CUTS AND REPLACEMENT,

REVEGETATION AND ALL OTHER INCIDENTALS
ASSOCIATED WITH CURB INSTALLATION.

R=1/2" SAWCUT

DISTANCE VARIES ROW TO CENTERLINE
AGGREGATE BASE, 8"
THICK, COMPACT TO 95%

RELATIVE COMPACTION,

SEE SPECIAL PROVISIONS
4" THICK ASPHALT
CONCRETE (2 LIFTS)

EXISTING
AC

FOG SEAL
2' BEYOND SAWCUT
4' MIN

TIE-IN PAVEMENT

DISTANCE VARIES - TBC TO CL

SLOPE, SEE

GRADING PLANS
MIN 8" SCARIFIED

SUB-BASE COMPACTED TO
90% RELATIVE

COMPACTION
05/01/09
NOT
TO
SCALE

STANDARD

DRAWING

ENGINEERING DEPARTMENT
City of South Lake Tahoe
APPROVED BY:

CITY ENGINEER

CURB & GUTTER

VERTICAL BATTERED & ROLLED
SD04
2"
7-5/8"
TYP

SAME SUB-BASE

REQUIREMENTS AS ROLLED

CURB AND GUTTER
NTS
1 D-7

CURB AND GUTTER VERTICAL BATTERED & ROLLED
4 G
G
3 NOTES:

1. MAXIMUM GRADES FOR DRIVEWAYS

SHALL BE AS FOLLOWS AND ARE
BASED ON A 2% TO 6% ROADWAY
CROSS SLOPE (G1):

G2= 1.5% MAXIMUM ON

SIDEWALKS
G3= SEE GRADING PLANS FOR
DRIVEWAY TIE IN SLOPE;
MAXIMUM SLOPE OF 8%
SHALL NOT BE EXCEEDED.

G4= SEE GRADING PLANS FOR
DRIVEWAY TIE IN SLOPE;
MAXIMUM SLOPE OF 8%
SHALL NOT BE EXCEEDED.

2. IF THE OPENING OF THE PCC
DRIVEWAY APRON IS 10 FEET OR

GREATER, THE WEAKENED PLANE

JOINT(S) SHALL BECOME EXPANSION

JOINT(S) AT A MINIMUM SPACING OF
10 FEET CENTER TO CENTER.

NTS
2 D-7

COMMERCIAL CONCRETE DRIVEWAY
D-7
3 VARIES, SEE PLAN SHEET
NTS
3 D-7
CONCRETE VALLEY GUTTER, 26" WIDE
G2 G1
1 1/2"
26" 8" 6" MIN MIN
CONCRETE NOTES: THIS PAGE

1. ALL BASE MATERIAL SHALL BE COMPACTED AND TESTED BY THE CITY OR BY A THIRD PARTY INSPECTOR AT THE CITY'S DISCRETION PRIOR TO CONCRETE POUR. 24 HRS. MIN. NOTICE SHALL BE REQUIRED.

2. ALL FLOWLINES SHALL BE WATER TESTED PRIOR TO ACCEPTANCE BY CITY. SEE SPECIAL PROVISIONS.

3. LOCATE 2" DEEP TRANSVERSE SCORES AT 9' INTERVALS IN CURB AND GUTTERS.

4. CONTRACTOR SHALL CONTACT INSPECTOR TO SCHEDULE WATER TESTING.

5. CONTRACTOR SHALL CONTACT INSPECTOR FOR SCHEDULING CURB STRINGLINE INSPECTION AT LEAST 2 HRS PRIOR TO FABRICATION.

6. NO WASHOUT OF TRUCKS AND/OR EQUIPMENT WILL BE ALLOWED ON SITE UNLESS A BASIN IS PROVIDED AND APPROVED BY THE INSPECTOR.

7. CONTRACTOR MUST TRENCH PLATE ALL DRIVEWAYS FOR 72 HOURS AFTER CONCRETE POUR.

8. CITY HAS THE RIGHT TO REJECT CURB FOR NON-CONFORMANCE AND/OR POST CONSTRUCTION DAMAGE DURING CURING.

9. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BMP'S, A.C. CUTS AND REPLACEMENT, REVEGETATION, AND ALL OTHER INCIDENTALS ASSOCIATED WITH CURB INSTALLATION.

NOTES:

1. AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS.

2. PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIAL PROVISIONS AND THE STANDARD SPECIFICATIONS FOR CONCRETE EXPOSED TO FREEZE-THAW ENVIRONMENTS.

3. VALLEY GUTTER TO BE CONSTRUCTED IN LOCATIONS SHOWN ON THE PLANS AND/OR WHERE DIRECTED BY THE ENGINEER.
3/8" AC LIP
(TYPICAL D/W &
ROAD)

PROPOSED ROADWAY,

PARKING LOT OR AC

PATCH PER PLANS
(BOTH SIDES)

REGATE BASE
COMPACTED TO 95% R.C. 6" MIN SUBGRADE
COMPACTED TO 90% R.C.
6"x6" 10/10 WWF
CONCRETE (6" THICK) COLOR TO BE
SAME AS CURB AND GUTTER.

SEE PLANS AND SPECIAL
PROVISIONS.

TOP 6" OF NATIVE 90%

RELATIVE COMPACTION

ROAD SECTION

CONCRETE VALLEY
GUTTER
#4 REBAR AT 12" O.C. BOTH WAYS,

SEE SPECIAL PROVISIONS
4,000 PSI PORTLAND CEMENT
CONCRETE, 6" THICK,

SEE SPECIAL PROVISIONS
AGGREGATE BASE, 8" THICK,
COMPACT TO 95% RELATIVE

COMPACTION, SEE SPECIAL

PROVISIONS
NTS
4 D-7

ROAD SHOULDER STABILIZATION - GRAVEL PAVERS

NATIVE SOILS
8"
1/4" to 1/2"

1.0"
UNIFORMLY-GRADED 3/8"

CLEAN CRUSHED ANGULAR
STONE OR AASHTO #6

PROPOSED FINISHED GRADE
AC, 3
8 " ABOVE

CONCRETE EDGING EXISTING
GRADE

NATIVE SOILS
AASHTO #57 BASE ROCK

OR CALTRANS EQUIVALENT

FILTER FABRIC

NDS EZ ROLL GRAVEL PAVER, OR APPROVED
EQUAL (STOCK ROLL SIZE: 4' W x 150' L)
STAKE
(40 PER ROLL)
#4 LONGINTUDINAL REBAR
4" X 12" CONC. EDGING
1" MIN. CLEARANCE
R = 1
2"
4' (TYP.)
2% MIN.

OR MATCH ROAD SLOPE

COMPACTED NATIVE SOILS,
90% R.C.

NOTE: INSTALL GRAVEL PAVERS PER

MANUFACTURER'S RECOMMENDATIONS

SAW CUT AND PATCH EXISTING AC

TO PROVIDE CLEAN EDGE FOR
CONC. EDGING (MIN. 3' WIDTH)

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-7 Plot Stamp: 3/11/2022 4:31:58 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 7 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-7
75 MARCH 2022
BT

IT / JD

JD / BM
E320400600 95% DESIGN - NOT FOR CONSTRUCTION
297
2%-4%
ASPHALT CONCRETE (4" THICK)
3/4" CLASS 2 AGGREGATE BASE
(8" THICK) COMPACTED TO 95%
R.C.
10"
12"
16"
12"
2'
26"
C C

FL TRANSITION
0" TO 10"

TBC TRANSITION
0" TO 3 5/8"
6"

ALL BASE PREPARATIONS SHALL BE

THE SAME AS ROLLED CURB AND
GUTTER. SEE DETAIL
1 D-7

SECTION C-C
1 D-7
PLAN - TYPE 1
1 D-7
NTS
2 D-8
CURB TRANSITION (TYPE 1 - CURB END TRANSITION)
NTS
6 D-8

AC ROADWAY SECTION

ELEVATION VIEW

PLAN VIEW
10'±
12'±

ANGLE WILL

VARY AS SHOWN

ON PLANS OR AS

DIRECTED BY ENGINEER
3'±
NTS
BUCK AND POLE FENCE 3
D-8
8"x8"x8" CONCRETE MASONRY UNIT, BURIED 6" BELOW GRADE.

SECURE #6 REBAR INTO MASONRY UNIT AND BOTH CELLS OF
CONCRETE MASONRY UNIT WITH CONCRETE.
#6 REBAR (TYP.)
JOIN FIVE (5) LOGS TOGETHER, EXTEND
REBAR THROUGH TOP LOG 24"± AND

BEND OVER TOWARD GROUND
6"± DIAMETER 12' PINE LOG (TYP.)
6"± DIAMETER 12' PINE LOG (TYP.) 3'-0"

EMBEDDED IN CONCRETE
STEEL BOLLARD 3'-0"
12"
NOTES:

OVERFILL PIPE WITH CONCRETE
AND ROUND THE TOP OFF.

PAINTING: ALL STEEL AND IRON
SHALL BE POWDER COATED. SEE

SPECIAL PROVISIONS

FINISHED GRADE

MOUND CONCRETE
4" NATIVE FILL

OR PROPOSED

PAVEMENT

SECTION

MINOR CONCRETE,

SEE SPECIAL

PROVISIONS

4.5" O.D. X 6' (SCH 40) ASTM A500, GRADE B

ROUND STRUCTURAL TUBING (PRIME COATED)
NTS
4 D-8

STEEL PIPE BOLLARD
1/2" PREMOLDED

EXPANSION JOINT (TYP),

SEE SPECIAL PROVISIONS
C&G
#4 BAR X
24" (3 EA)
C&G
GRIND/MILL 1.5" OF EX. PAVEMENT
SURFACE (TYP.),
SEE NOTE 1.
8" AGGREGATE BASE, COMPACTED TO
95% RELATIVE COMPACTION. SEE

SPECIAL PROVISIONS
STRUCTURAL BACKFILL. COMPACT TO 95%
RELATIVE COMPACTION.

SEE SPECIAL PROVISIONS.

EX. PAVEMENT AND STRUCTURAL

SECTION
NOTE:

1. GRIND/MILL EXISTING PAVEMENT SURFACE MINIMUM 1.5" DEPTH OR TOP LIFT; AND MINIMUM OF 2 FOOT BEYOND AC TIE-IN JOINT. 4" THICK ASPHALT CONCRETE (2

LIFTS),

SEE SPECIAL PROVISIONS
24" (MIN)
NTS
5 D-8

T-PATCH
NTS
1 D-8

REMOVABLE PIPE BOLLARD
4" SCHED. 40 BLACK STEEL
PIPE (4.5" O.D.)
3" REFLECTORIZED YELLOW
TAPE
PAINT PIPE W/2 COATS OF

PRIMER AND RUST-O-LEUM
SEMI-GLOSS WHITE.
3/4" DIA. x 9" STEEL PIN
WITH HEAD.

CROWN FOOTING TO DRAIN
DRILL 7/8"DIA. HOLE THRU
BOTH PIPES FOR PIN.
5" SCHED 80 BLACK STEEL
PIPE SOCKET (4.8" I.D.)

CONCRETE FOOTING
1 1/2" DRAIN ROCK
1/4" STEEL PLATE CAP.

DRILL 3/4" WEEP HOLE IN
STEEL CAP.

DRILL 1/2" DIA HOLE IN PIN FOR
PADLOCK. (PADLOCK N.I.C.)

BIKE TRAIL PAVEMENT
NOTE:

PAINT 5" I.D. STEEL SOCKET & LOCKING PIN WITH
PRIMER & 2 COATS OF SEMI GLOSS BLACK
ENAMEL.

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-8 Plot Stamp: 3/11/2022 4:32:03 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 8 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-8
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b 1 6 1

CORRECT CORRECT INCORRECT
DETAIL AND TYPICAL SECTION NOTES:

CORRECT

INCORRECT
NTS
ROCKERY WALL 1
D-9

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-9 Plot Stamp: 3/11/2022 4:32:12 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 9 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-9
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DRAINAGE INLET OR SEDIMENT TRAP CONCENTRATED FLOW
3" TO 8" Ø ROCKS (USE FOR

CONCENTRATED FLOW)

POSTS FOR TEMPORARY

FILTER FENCE (APPROXIMATE LOCATION)
3'-0" Min
10'-0" Max

SECTION A-A

PLAN A A C

LINEAR SEDIMENT BARRIER
(FILTER FENCE SHOWN)

LINEAR SEDIMENT BARRIER
(TEMPORARY FILTER FENCE SHOWN)
NOTES:

1. SEE CALTRANS STANDARD PLAN T51
FOR TEMPORARY SILT FENCE.

2. DIMENSIONS MAY VARY TO FIT FIELD
CONDITIONS.

DRAINAGE INLET

STAPLE SHEET FLOW

SHEET FLOW

SHEET FLOW SHEET FLOW

SHEET FLOW

SHEET FLOW
6" x 6" TRENCH

EROSION CONTROL

BLANKET (SECURE WITH

STAPLES)

EROSION CONTROL

BLANKET
NOTES:

1. GRAVEL BAGS SHALL BE FILLED WITH WASHED CLEAN GRAVEL.

2. INTENDED FOR SHORT-TERM USE ONLY.

3. USE TO INHIBIT NON-STORMWATER SUCH AS DUST CONTROL WATERING FLOW.

4. ALLOW FOR PROPER MAINTENANCE AND CLEANUP.

5. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED.

6. SEE CALTRANS STANDARD DETAIL T62 FOR ADDITIONAL INFORMATION.

FLOW
FLOW
FLOW
FLOW
EP

GRAVEL FILLED BAGS,
2 BAGS HIGH

SEE SPECIAL PROVISIONS
INLET

SPILLWAY,
1 BAG HIGH

ON GRADE
AT SAG

INLET EP
NTS 2
D-10

TEMPORARY DRAINAGE
INLET PROTECTION, TYPE 3
NTS 1
D-10

TEMPORARY DRAINAGE
INLET PROTECTION, TYPE 1

GRAVEL FILLED BAGS,
2 BAGS HIGH

SEE SPECIAL

PROVISIONS

SPILLWAY,
1 BAG HIGH L
NTS 3
D-10

LOG DRAINAGE CROSSING
NOTES:

1. PRE-DRILL HOLES FOR FASTENERS TO PREVENT SPLITTING OF LOGS OR SAWN TIMBERS.

2. RECESS END OF REBAR 1/2 INCH BELOW TOP OF TIMBER. PLACE REBAR 6 INCHES FROM EACH END OF TIMBER WITH MAXIMUM REBAR SPACING OF 36 INCHES.

3. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT.

4. SEE PLAN FOR LENGTH OF TOP LOGS AND CHANNEL OPENING. 8" DIAMETER LOG MINIMUM,
(TYP.)
12" DIAMETER LOG MINIMUM,
(TYP.)

DECOMPOSED

GRANITE TRAIL

BACKFILL WITH SUITABLE

MATERIAL
NO. 5 REBAR,
SEE NOTE 2

PROPOSED

DRAINAGE
EMBED 1/3 WIDTH 2
D-6

OPENING
WIDTH
SEE
PLAN
24"
(TYP.)

OPENING
HEIGHT

PROFILE ALONG TRAIL AND DRAINAGE CROSSING SECTION THROUGH DRAINAGE CROSSING

LOG DRAINAGE CROSSING,
SEE NOTE 4

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-10 Plot Stamp: 3/11/2022 4:32:16 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 10 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-10
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8'
4'
NOTES:

1. SIGN POSTS SHALL BE 4”X6” DOUGLAS FIR

2. SIGN POSTS SHALL BE BURIED 4' MINIMUM INTO THE GROUND

3. SIGN POSTS SHALL HAVE A CONCRETE FOOTING ALL AROUND THE BURIED PORTION OF THE POSTS, 6” MINIMUM THICKNESS IN ALL

DIRECTIONS

4. CONCRETE SHALL BE 4,000 PSI IN CONFORMANCE WITH THE SPECIAL PROVISIONS

5. SIGN MATERIAL SHALL BE 1” ADX PLYWOOD BOARD PAINTED WITH ENAMEL, 2 COATS, OFF WHITE

6. ALL SIGN LOGOS WILL BE PROVIDED BY THE OWNER IN “.JPG” FORMAT TO THE CONTRACTOR

7. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

SIGN PLATE DETAIL

SIGN DETAIL

TOP VIEW
NOTES:

1. 7' MINIMUM ABOVE THE EDGE OF
TRAVELED WAY. FOR ROADWAY SIGNS,
FOR BIKE PATH SIGNS 2' OFF EDGE OF
BIKE PATH.

2. 7' ABOVE THE EDGE OF TRAVELED
WAY. FOR ROADWAY SIGNS, FOR BIKE
PATH AND DRIVEWAY SIGNS 4' ABOVE
EDGE OF BIKE PATH.

3. POSTS SHALL BE SET 6' TO 12'
FROM TRAVELED WAY (RURAL) OR 2'

FROM THE BACK OF A CURB OR DIKE
(URBAN).

4. 1/4" DIAMETER X 3" CARRIAGE BOLT
WITH 1/4" NUT, 5/16" DIAMETER HOLE.

5. 10/32" DIAMETER X 3/4" FLAT HEAD
MACHINE SCREW WITH 10/32" NUT, 3/8"
DIAMETER HOLE CENTERED ON PLATE.

6. LETTERING TO BE CENTERED.

7. POST SHALL BE A MINIMUM OF 1'
BEHIND SIDEWALK.

MECHANICALLY APPLIED DRY ADHESIVE
REFLECTIVE SHEETING (SCOTCHLITE ENG.

GRADE GREEN OR EQUAL) AND LETTERING
(SCOTCHCAL STYLE 605 SERIES B, WHITE,
UPPER CASE OR EQUAL). STREET NAME SIGN

SHALL BE GREEN BACKGROUND WITH WHITE
LETTERING.

SEE NOTE 2

STOP SIGN

WHERE REQUIRED
2" 4" 6"
R=1
2" (TYP)

0.08" THICK ALUMINUM SIGN BLANK
SEE NOTE 1

COLOR PER SPECIAL

PROVISIONS
2"X2" SQUARE GALVANIZED,
12 GAGE, TUBULAR STEEL
WITH BREAKAWAY SYSTEM 2'
8" DIA., MIN
05/01/09
NOT
TO
SCALE

STANDARD

DRAWING

ENGINEERING DEPARTMENT
City of South Lake Tahoe
APPROVED BY:

CITY ENGINEER

STREET NAME & STOP SIGN
SD21
NOTE:

1. BACKS OF SIGNS AND SIGN POSTS TO BE COLORED. SEE SPECIAL PROVISIONS. 2'
4'

SIGN, SEE PLAN

AND DETAIL

FINISHED
GROUND

AGGREGATE BASE SHOULDER

PROPOSED AC PATH
NTS
1 D-11

PATH/TRAIL AND DRIVEWAY SIGN LOCATION
NTS
2 D-11

SIGN INSTALLATION
NTS
3 D-11

PROJECT SIGN
SEE NOTE 4
SEE NOTE 5
1/2"
1/2"
3"
D-12
2 NTS
4 D-11

OBJECT MARKER, TYPE A AND TYPE B
NOTE:

1. COORDINATE ROAD SIDE MARKER FACE PLATE SIZE, COLORS, AND LOCATIONS WITH THE CITY OF SOUTH LAKE TAHOE STREET MAINTENANCE DEPARTMENT PRIOR TO ORDERING MATERIALS AND CORING.

2. REFLECTIVE MARKERS USED ARE DG3 REFLECTIVE BLUE, YELLOW, AND WHITE.

3. 4" x 12" MARKER FACES USED TO MARK OBSTACLES AND TYPES OF CURB. 8" x 24" MARKER FACES USED TO MARK ALL DRAINAGE.

4. OBSTACLES AND CURBS ARE MARKED WITH WHITE AND WHEN BLUE IS ADDED TO THE FACE PLATE IT INDICATES THERE IS A VERTICAL CURB OR D CURB AS OPPOSED TO A ROLLED CURB.

6. FIBERGLASS SNOW POLES ARE MARKED AS LISTED FOR MARKER PLATES. 18"
3" DIAMETER

CORE THRU AC

FOR U POST

INSTALLATION
3"
3" "U" POST
CURB &
GUTTER
60"
4"x12" OR 8"x24"

FACE PLATE
SEE NOTE 3
84"
1"

CARSONITE FIBERGLASS

SNOW POLE
SNOW
POLE

GROMMET
TYPE A

BACK OF CURB

SHARED USE

PATH/SIDEWALK
2" SQUEEZE AT

TOP OF MARKER
48"

CONNECT MARKER TO

BASE WITH MARKER

SOCKET AND BOLT
2' MIN SHARED USE PATH
1' SIDEWALK
WHITE 3" HIGH INTENSITY

REFLECTIVE SHEETING
GREEN 2.375" TUBULAR
MARKER

REACTIVE

SPRING UNIT

DRIVABLE BASE
2" X 2" X 18" 12 GAUGE

PERFORATED STEEL TUBING
TYPE B

BACK OF SHARED USED PATH/SIDEWALK

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-11 Plot Stamp: 3/11/2022 4:32:19 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 11 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-11
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13'-4"
1'-6" 1'-6"
12'-0" MIN CLEAR

EXISTING
GROUND (TYP.)

ACTUAL FOUNDATION

DESIGN TO BE DETERMINED
(TYP.)

BOARDWALK RAILING -

WEATHERING STEEL POSTS W/
STAINLESS CABLE STRANDS (TYP.)
CURB NOTES:

1. 2" DIAMETER PREFORMED HOLES SUPPLIED BY BOARDWALK MFR.

2. CONNECTION HARDWARE SUPPLIED BY OTHERS.

3. FILL OVERSIZED DOWEL HOLES WITH SIKAFLEX-11 FC OR APPROVED EQUAL.

4. AFTER TIGHTENING NUT, DEFORM THREADS ON ROD TO PREVENT LOOSENING.

5. THREADED ROD SHALL BE GALVANIZED AND HAVE COARSE COILED THREADS TO FIT A MEADOW BURKE CX-28 COIL WINGNUT INSERT.
7" x 9 12" PERMATRAK
BEAM (TYP.-)
5 12"
5 12" x 1'-11 78" PERMATRAK TREAD
NTS 1
D-12
>30" (TYP.) >30" (TYP.) 1
D-16 38
" ± 12
" MAX

PERMATRAK TREAD
(TYP.)

PERMATRAK TREAD
(TYP.) 18
" RUBBER CUSHION LEVELING PAD
(SUPPLIED BY BOARDWALK MFR.)
PERMATRAK BEAM (TYP.) PERMATRAK BEAM (TYP.)
PERMATRAK BEAM 14
" RUBBER LEVELING PADS
(SUPPLIED BY BOARDWALK MFR.)

PRECAST ABUTMENT
PERMATRAK TREAD (TYP.)

FOUNDATION TO BE

DETERMINED

SHIM & NON-SHRINK GROUT
AS REQUIRED 18
" RUBBER CUSHION PAD
(SUPPLIED BY BOARDWALK MFR.)

BEGINNING OR END OF
BOARDWALK18
" RUBBER CUSHION

LEVELING PAD (SUPPLIED
BY BOARDWALK MFR.)

PROPOSED PATH (AT
GRADE)
1'-11 78"
TYPICAL BOARDWALK PRECAST ABUTMENT DETAIL 2
NTS D-12
TYPICAL BOARDWALK SHIM / GROUT DETAIL 3
NTS D-12
TYPICAL BOARDWALK TREAD SPACING DETAIL 4
NTS D-12

BOARDWALK
10'-3"

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-12 Plot Stamp: 3/11/2022 4:32:24 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 12 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-12
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2" ± GAP
CURB

CURB TO BOARDWALK

TREAD CONNECTION

PER MANUFACTURER
6"
3"
5 12"
CURB NOTES:

1. CURB MATERIAL AS DETERMINED BY MANUFACTURER.

ELEVATION VIEW
TYPICAL BOARDWALK HANDRAIL DETAIL 1
NTS D-13

BOARDWALK TREAD
(TYP.)
TYPICAL BOARDWALK CURB DETAIL 2
NTS D-13

RAILING TO BOARDWALK TREAD

CONNECTION PER BOARDWALK

MANUFACTURER'S RECOMMENDATION

BOARDWALK TREAD
1 3/4"x2 3/4"x3/16" PLATE

WELDED TO END OF TOP RAIL
3 REFLECTORIZED YELLOW
TAPE ON END POSTS ONLY.
2"x2"x3/16" WEATHERING STEEL
(CORTEN™ SUPPORT POSTS
6'-0" O.C. TYP. GRIND SMOOTH ALL
WELDS
2"x3"x3/16" WEATHERING
STEEL (CORTEN™

TUBING TOP RAIL
WELDED TO 2"x2" POST
2"x2"x3/16" WEATHERING
STEEL (CORTEN™

TUBING MIDDLE RAIL
2"x2"x3/16" WEATHERING
STEEL (CORTEN ™ )

TUBING BOTTOM RAIL
3/16
3/16 TYP. 14" WIRE @ 4" O.C. EACH WAY

WEAVED WIRE MESH TACK
WELDED TO STEEL TUBING.

SEE NOTE 4 14" 2" 2" 2" 14" 4'-0" L FTG. C
END VIEW 14"
2"x2"x3/16"

WEATHERING STEEL
(CORTEN ™ TUBING

SUPPORT POSTS
2"x3"x3/16"

WEATHERING
STEEL (CORTEN ™

TUBING TOP RAIL

1. 1/8-INCH WEEP HOLES ARE REQUIRED AT

BOTTOMS AND LOW POINTS OF RAILS AND
POSTS.

2. ALL ENDS TO BE CAPPED.

3. ALL SHARP EDGES TO BE GROUND
SMOOTH.

4. WIRE MESH TO BE COLOR/TREATED WITH
"NATINA" STEEL NATURAL OXIDIZER. SEE

SPECIFICATIONS
NOTES:

BOARDWALK RAILING RETURN DETAIL 3
NTS D-13

BOARDWALK

SURFACE
2" WEATHERING STEEL
(CORTEN) TUBING RAIL
(TYP.)

CAP ALL ENDS &

GRIND SMOOTH

CURVE RETURN SECTION
AWAY FROM TRAIL ℄

RAILING
POST
BELOW
NOTES:

1. PROVIDE RAILING RETURN AT BOTH ENDS OF ALL BOARDWALK HANDRAIL SEGMENTS.

RAILING TO BOARDWALK TREAD

CONNECTION PER BOARDWALK
MANUFACTURER'S RECOMMENDATION 3'-0"
6"X3
16"
(CORTEN™) FLAT BAR / PLATE

RUB RAIL TACK WELDED TO

STEEL POSTS
6"X3/16"
(CORTEN™) FLAT BAR / PLATE

RUB RAIL TACK WELDED TO

STEEL POSTS
2"x2"x3/16"

WEATHERING STEEL
(CORTEN ™ TUBING

BOTTOM RAILS

CHECKED

SHEET NUMBER
PROJECT #

SHEET TITLE

DESIGNED
DATE
DRAWN DESCRIPTION # DATE BY File: S:\Reno Projects\E320400600 - Tahoe Valley Greenbelt and Stormwater\15 CAD\Phase 2\1 DWG\3 Sheetset Sheets\TVGS_DETAILS.dwg, Tab: D-13 Plot Stamp: 3/11/2022 4:32:28 PM - Ivan Trujillo LAKE TAHOE 295 HIGHWAY 50, ZEPHYR COVE, NV 89448 TEL: (775) 588 -9069 FAX: (775) 588 -9219 www.cardno.com DETAIL SHEET 13 TVSG IMPROVEMENT PROJECT PHASE II CITY OF SOUTH LAKE TAHOE SOUTH LAKE TAHOE, CA D-13
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City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 5
Agenda Item: Agreement with LaFleur Excavating, Inc. for Construction of Barton Avenue & 2nd Street Storm Drain Project
Executive Summary: Nuisance flooding has historically occurred within the area of the Barton Avenue & 2nd Street Drainage Project. Drainage at the intersection of Third Street and Helen Avenue currently consists of several drainage inlets that function as drywell infiltration systems. The infiltration system capacity is regularly exceeded which results in standing pools of stormwater on Third Street. Stormwater has ponded in 2nd Street, between Barton Avenue and Helen Avenue and has resulted in emergency pumping and evacuation orders. Historic nuisance flooding in the vicinity of Helen, Winnemucca, and Silver Tip Avenues has regularly impaired access to private property and a day care center. The proposed improvements include installation of a stormwater collection, conveyance, and water quality treatment system that will alleviate stormwater flooding conditions. The project is primarily funded through a California Natural Resources Agency (CNRA), Proposition 1 grant.

Requested Action / Suggested Motions: Pass a Motion authorizing and directing the Mayor to execute an agreement with LaFleur Excavating, Inc. for an amount of $1,993,999 and 10% construction contingency of $199,400 to construct the Barton Avenue & 2nd Street Storm Drain Project improvements.

CEQA Determination: The Barton Avenue & 2nd Street Drainage Project is categorically exempt from review under the California Environmental Quality Act (CEQA) under CEQA Guidelines section 15304 (Minor Alterations to Land).

Responsible Staff Members: Stan Hill, Engineering Manager, City Engineer and Jason Burke, Complete Streets Program Manager
Responsible Staff Member: Stan Hill, Engineering Manager, City Engineer Jason Burke, Complete Streets Program Manager
Reviewed and Approved By:

Anush Nejad, Director of Public Works
Susan Blankenship, City Clerk
Olga Tikhomirova, Finance Director
Heather Stroud, City Attorney
Joseph Irvin, City Manager
Attachments:
01-Staff Report - Barton and 2nd Storm Drain Project.docx 02-Barton and Second - Location Map and Photos.pdf
03-LaFleur Contract.docx
04-Reso. No. 2022-006 - Grant Match.pdf
304
Council Agenda Report- May 2, 2023 Page 1 of 3
City of South Lake Tahoe
Report to City Council
Meeting Date: May 2, 2023
Title: Agreement with LaFleur Excavating to Construct Barton Avenue & 2nd Street Storm Drain Project
Location: Third St. and 2nd St. between Barton Ave. and Helen Ave; Barton Ave between 3rd St. and 2nd St; Helen Ave. between Third St. and Winnemucca Ave; Winnemucca Ave. between Helen Ave. and Silver Tip Ave; and Silver Tip Ave. between Winnemucca Ave. and Truckee Drive (see Attachment 02 – Vicinity Map)
Responsible Staff Members: Stan Hill, Engineering Manager/City Engineer Jason Burke, Complete Streets Program Manager
Background: The Department of Public Works has received many complaints of flooding in the Barton Ave – Second Street neighborhood. Land division and development within the area, occurring before City of South Lake Tahoe (City) incorporation in 1965, did not include stormwater drainage systems. The flooding issue is most prevalent on 2nd Street between Barton and Helen Avenue and was noted as a priority problem area in the Drainage Master Plan Update presented to the City Council on April 20, 2021. Stormwater flooding also occurs on Helen Avenue (east of 2nd Street), Winnemucca Ave (between Helen Ave and Silver Tip Ave), and Silver Tip Ave.

The Barton Ave and 2nd Street Drainage Project will alleviate seasonally experienced flooding within the project area. Proposed improvements will also provide stormwater treatment before the conveyance of excess runoff to the end of Silver Tip Avenue, where it has historically discharged to the Johnson Meadow property, now owned by the Tahoe Resource Conservation District.

Public Works recognizes an opportunity to complete a portion of the City’s 2023 Annual Road Rehabilitation project work as a part of the Barton & 2nd Project. Street pavement within the neighborhood has been cut and patched by various franchise utilities over the past several years for the installation of the following:

1. New natural gas mains and gas service laterals;

2. New water service laterals to residential water meters; and

3. Watermain pipe and proposed water main gate valve installations within the project area.

South Tahoe Public Utility District (STPUD) has scheduled the installation of water main gate valves at several locations in the Project area neighborhood early this summer before the City’s Contract is completed. Following STPUDs water main gate valve installations, all scheduled pavement cuts in this area will be completed. With the recent completion of subsurface utility installations and the Project storm drain improvements, the street pavement surfaces will be milled and overlayed, leaving a newly finished pavement with a functioning storm drain system. 305
Council Agenda Report- May 2, 2023 Page 2 of 3
Issue and Discussion: During the fall and winter of 2022, design consultant SNG & Associates prepared construction plans, specifications, and Engineer’s Estimate (PS&E documents) for the Barton Avenue & 2nd Street Drainage Project. The 100% complete PS&E bid documents were completed in early February 2023.

On March 3, 2023, Public Works solicited bids on the City’s PlanetBids website. On April 6, 2023, Public Works received four bids. The lowest responsible and responsive bidder was determined to be LaFleur Excavating, with a Base Bid Price of $1,993,999. The Engineer’s Estimate for the construction of the proposed Project improvements was $2,192,000.

Other bid submittals and their bid amounts are listed as follows:

1. McCue n Construction $2,542,952.73

2. Aspen Development $2,953,000.00

3. MKD Construction $3,742,721.60
Financial Implications: Via Resolution 2022-006 (Attachment 04), City Council accepted and appropriated a California Natural Resources Agency (CNRA) Proposition 68 grant ($1,289,822) for the Barton Ave & 2nd Street Drainage Project. The CNRA grant funding for the Project covered the cost of engineering design, $139,822, and $1,150,000 of the grant was appropriated to construction and remains available. In addition, Resolution 2022-006 approved and appropriated a total of $183,743 from General Fund Undesignated Excess Reserves and Grant Match Set-Aside towards the total cost of the project of which $89,341 remains available for Project Construction (see Attachment 04. Resolution 2022-006).

Following the installation of the proposed Barton & 2nd storm drain system within the city right-ofway, the contract work will include a pavement mill and overlay. Construction of the pavement mill and overlay is included in the contract work. Payment for the pavement mill and two-inch asphalt pavement overlay will be funded through the Road Rehabilitation account. Project construction funding sources are listed in the following table.

Table 1 – Barton & 2nd Project Construction Funding
Funding Source Funding Amount
CNRA Proposition 68 Grant - Construction $1,150,000
City Approved Grant Match for Construction (Resolution 2022-006) 89,341 Annual Road Rehabilitation (Measure S and S.W. Gas In-Lieu Fees) 976,272 Total Construction Funding: $2,215,613
$1,150,000
$89,341
$976,272
Construction Funding Sources/Amounts
CNRA Prop. 68 Grant City General Fund Match Annual Road Rehab. 306
Council Agenda Report- May 2, 2023 Page 3 of 3
Table 2 – Construction Expenses
Expense Description Expense Amount
LaFleur Excavating – Contractor Bid Amount $1,993,999
10% Construction Contingency 199,400
Labor Compliance Consultant (estimated) $7,474
Materials Sampling and Testing (estimated) $14,740
Total Construction Expenses: $2,215,613
Following Project completion and closing of the CNRA grant, any remaining City construction contingency funding balance will be returned to the City Annual Road Rehabilitation budget to be used on other city street pavement reconstruction projects.

Environmental Considerations: On June 15, 2021, a CEQA Notice of Exemption was filed by the City Planning Manager with the State Clearinghouse as a Class 4, 15304 (minor alteration to land) categorical exemption, State Clearinghouse Number 2021060316. The proposed Project improvements consist of minor alterations in the condition of land, water, and/or vegetation, which do not involve the removal of healthy, mature scenic trees.

An expired TRPA EIP permit for the Project was renewed by TRPA on March 14, 2023. The California Tahoe Conservancy approved a License Agreement on June 15, 2017 (C-93-17) for the use of three Conservancy parcels for the construction and maintenance of the stormwater treatment basin on Second Street.

Policy Implications: The Project will assist with the updated City Council Priorities to improve road drainage conditions, ensure pavement resurfacing investments are long-lasting, prepare for increased flooding risks due to climate change, and build public trust by following through with previous commitments with tangible results.

The Project will address major drainage issues identified in the Updated Drainage Master Plan presented to the City Council on April 20, 2021,1 and as shown in the attached Project Location Map and Photos. The proposed improvements will also assist the City in meeting the sediment and nutrient reductions mandated by the Lake Tahoe TMDL. Meeting sediment and nutrient reduction mandates will assist with receiving all housing allocations under TRPA Code section

50.5.2.E.2 (Distribution and Administration of Residential Allocations – TMDL Implementation).

1 Available on the City Website: https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/888076/04- Updated_Drainage_Master_Plan_Ranking_Criteria_and_Project_List.pdf 307
èÅ
èÅ
èÅ
èÅ
Proposed
Drain Inlet
èÅ Manhole
HDPE Pipe
Perforated HDPE Pipe /
Hybrid Drywell
Permeable Concrete
Shoulder
New Curb and Gutter
Basin
Existing
Existing Drain Inlets
Existing Drain Pipe
Project Area
City Boundary
Barton Ave and Second Street
Drainage Project Area
±
0 100 200 300 400
Feet
Path: J:\GIS files\Projects\PublicWorks\StormWater\SecondStreet\SecondStFloodAndErosionControlProject.aprx | Project Map | 7/7/2021 308
Attachment 7: Barton Neighborhood Urban Stormwater Treatment Project City Project No. 301-40030-01 (EIP Project 01.01.01.0012) Flooding of 3rd Street/Helen Avenue: Drain inlets have no pipes to drain water from roadway, ponding contributes to pavement degradaƟon on the way to Barton Hospital Flooding of 2nd Street at Mobile Home park: no drainage 309
Attachment 7: Barton Neighborhood Urban Stormwater Treatment Project City Project No. 301-40030-01 (EIP Project 01.01.01.0012) Flooding on Helen Avenue: no drainage
310

CITY OF SOUTH LAKE TAHOE

DEPARTMENT OF PUBLIC WORKS

AGREEMENT
DOCUMENT 00500 - AGREEMENT
City of South Lake Tahoe

DEPARTMENT OF PUBLIC WORKS

AGREEMENT
for
BARTON AVE & 2ND STREET DRAINAGE PROJECT
PUBLIC WORKS CONTRACT NO. 20-30140054-01
INFORMAL BID No. 23-30140054-BN1
THIS AGREEMENT is made and entered into this ______ day of ___________, 2023, by and between the City of South Lake Tahoe, a political subdivision of the State of California, herein designated “City”, and LaFleur Excavating, Inc., herein designated as “Contractor.” WITNESSETH, that the City and the Contractor, in consideration of the mutual covenants hereafter set forth, agree as follows:

ARTICLE 1 - THE WORK
Contractor agrees to furnish all labor, tools, equipment, facilities, materials, transportation and services necessary to perform and complete, in a good and workmanlike manner, the BARTON AVE & 2ND STREET DRAINAGE PROJECT as required pursuant to the Contract Documents.

ARTICLE 2 - COMMENCEMENT AND COMPLETION
The Work to be performed under this Agreement shall commence at the time as specified in the Notice to Proceed, and the Contractor shall diligently undertake the performance of the obligations as set forth in the Contract Documents to achieve Final Completion of the Work (as defined at Section 9.9 Special Provisions) on or before October 15, 2023 (the “Contract Time”).

No grading or excavation or other land disturbance will be allowed between October 15th and May 1st; all Work shall be performed after the issuance of the Notice to Proceed, and Final Completion achieved within the contract time as set forth in these Contract Documents.

The City and the Contractor recognize that time is of the essence of this Agreement and that the 311
City will suffer financial loss if the Work is not completed within the time specified herein, plus any extensions thereof allowed in accordance with the Contract Documents. The City and Contractor also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the City if the Work is not completed within the Contract Time. Accordingly, instead of requiring any such proof, and pursuant to the Contract Documents, the City and the Contractor agree that as liquidated damages (but not as a penalty), the Contractor shall pay the City the sum of $1,000 for each calendar day beyond September 30, 2023, and continuing until Bidder achieves Milestone #1, Substantial Completion (per Document 00100, Article 1.04.A.1), and $500 for each calendar day beyond October 15, 2023, that portion of the Contract Time within which the Bidder is required to achieve Milestone #2, Final Completion (per Document 00100, Article 1.04.A.3).

In accordance with the Contract Documents, including, without limitation Document 00400.4.2 (“Bid Proposal”), the daily amount that Contractor may charge to the City for all delay costs, direct and indirect (and inclusive of all expenses and damages, including, without limitation, jobsite and home office overhead costs and extended general conditions) applicable to the first sixty (60) calendar days of Compensable Delay, if any, is $6,000.00, the amount set forth by Contractor in Document 00400.4.2 (“Bid Proposal”). This sum shall represent the exclusive and sole amount (i.e., payment in full for any and all direct and indirect delay costs) that Contractor, on behalf of itself and subcontractors and suppliers, of every tier, shall receive for any and all Compensable Delay(s) during the first sixty (60) calendar days of actual, Compensable Delay at the Project. Delay costs that may arise from Compensable Delay, if any, beyond the first sixty (60) calendar days of a Compensable Delay, if allowable, shall thereafter be governed by, and subject to, the applicable provisions of Sections 8 and 9 of the Standard Specifications, as modified by the Special Provisions, and the Contract Documents.

ARTICLE 3 - CONTRACT PRICE
The City agrees to pay, and the Contractor agrees to accept, in current funds for the performance of the Work pursuant to the Contract Documents, the Contract Sum for the completion of the Work in accordance with the Contract Documents as follows:

Bid
Item
No.

Bid Item Description Unit of
Measure
Estimated
Bid Item
Quantity
Bid Unit Price Bid Item Amount
1 Mobilization & Demobilization LS 1 $ 41,565.00 $ 41,565.00 2 Traffic Control & Plan LS 1 $ 5,000.00 $ 5,000.00
3 Construction Surveying and Staking LS 1 $ 16,170.00 $ 16,170.00 4 Temporary Staging & Construction
Access LS 1 $ 15,000.00 $ 15,000.00
5 Temporary Barriers, Fencing, and
Vegetation Protection LS 1 $ 5,000.00 $ 5,000.00
6 Erosion Prevention, Sediment Controls,
Dust Controls, & BMPs LS 1 $ 10,000.00 $ 10,000.00
7 Pothole Subsurface Utility EA 15 $ 1,070.00 $ 16,050.00 8 Clearing and Grubbing LS 1 $ 15,000.00 $ 15,000.00
312
Bid
Item
No.

Bid Item Description Unit of
Measure
Estimated
Bid Item
Quantity
Bid Unit Price Bid Item Amount
9 Infiltration Basin w/Outlet Control
Structure LS 1 $ 57,150.00 $ 57,150.00
10 Rock-Lined Channel Outlet (Silver Tip
Ave) LS 1 $ 17,355.00 $ 17,355.00
11 Remove & Replace Concrete HC Ramp
and Rolled Curb & Gutter EA 1 $ 5,500.00 $ 5,500.00
12 AC Pavement Sawcutting/Grinding LF 4,142 $ 2.00 $ 8,284.00 13 AC Pavement Removal SF 18,601 $ 2.00 $ 37,202.00
14 Gas Service Adjustment EA 4 $ 5,000.00 $ 20,000.00
15 2" Watermain Adjustment EA 3 $ 3,000.00 $ 9,000.00
16 4" Watermain Adjustment EA 7 $ 4,000.00 $ 28,000.00
17 8" Watermain Adjustment EA 2 $ 6,000.00 $ 12,000.00
18 1" Water Service Lateral Adjustment EA 7 $ 2,000.00 $ 14,000.00 19 Sewer Lateral Depth Adjustment EA 6 $ 2,500.00 $ 15,000.00 20 Reset Existing Water Valve Cans to
Grade EA 4 $ 1,300.00 $ 5,200.00
21 Reset Existing SSMH Rims to Grade EA 10 $ 1,300.00 $ 13,000.00 22 18" Dia. HDPE Storm Drain Pipe LF 1,127 $ 158.00 $ 178,066.00 23 18" Dia. Cl. V RCP LF 826 $ 195.00 $ 161,070.00
24 2-Sack Slurry Cement (Structural
Backfill/Shallow Pipe Installations) CY 58 $ 700.00 $ 40,600.00 25 Concrete Flared End Section w/Outlet
Rock Protection EA 3 $ 4,150.00 $ 12,450.00
26 48" Diameter Eccentric Flat-Top Storm
Drain Manhole w/24” Frame & Cover 6 $ 8,355.00 $ 50,130.00 27 48" Diameter Eccentric Storm Drain
Manhole w/24” Frame & Cover EA 4 $ 8,600.00 $ 34,400.00 28 84" x 60” Junction Structure EA 1 $ 18,700.00 $ 18,700.00 29 Type 1 Drainage Inlet w/Sediment Trap EA 1 $ 9,085.00 $ 9,085.00 30 Type 2 Drainage Inlet w/Closed Bottom EA 3 $ 9,075.00 $ 27,225.00 31 Type 3 Drainage Inlet w/Closed Bottom EA 1 $ 8,535.00 $ 8,535.00 32 Type 3 Drainage Inlet w/Sediment Trap EA 4 $ 9,085.00 $ 36,340.00 33 Rolled Concrete Curb & Gutter LF 3,263 $ 50.00 $ 163,150.00 34 Concrete Curb Transition (@ Curb End) LF 45 $ 132.00 $ 5,940.00 35 Concrete Valley/V-Gutter LF 183 $ 40.00 $ 7,320.00
36 Roadside Shoulder Permeable Parking
Area SF
1,000 $ 45.00 $ 45,000.00
37 Concrete Paver Band LF 140 $ 32.00 $ 4,480.00
313
Bid
Item
No.

Bid Item Description Unit of
Measure
Estimated
Bid Item
Quantity
Bid Unit Price Bid Item Amount
38 2” AC/6” AB Driveway Transition SF 2,555 $ 16.00 $ 40,880.00 39 2” Min. AC/6” AB Tie-In Pavement SF 18,601 $ 8.00 $ 148,808.00 40 1” AC Pavement Milling & 2” HMA
Overlaying SY
10,820 $ 42.00 $ 454,440.00
41 Revegetation Treatments SF 13,356 $ 1.50 $ 20,034.00 42 Remove & Replace Buck Pole Fencing &
Install Two 10-Foot-Wide Steel Access
Gates
LF 145
$ 166.00 $ 24,070.00
43 Rock Fracture and Removal (Contingency
Item as Directed or Authorized) CY 20 $ 2,000.00 $ 40,000.00 44 Tree Removal - (14" to 18" Base
Diameter) EA 8 $ 3,000.00 $ 24,000.00
45 Tree Removal - (19" to 24" Base
Diameter) EA 1 $ 4,000.00 $ 4,000.00
46 Tree Removal - (25" to 35" Base
Diameter) EA 3 $ 5,000.00 $ 15,000.00
47 2-Year Maintenance of Revegetation LS 1 $ 40,000.00 $ 40,000.00 48 Temporary Full Coverage Rotary Sprinkler
Irrigation at 2nd Street Basin LS 1 $ 8,000.00 $ 8,000.00 49 Remove 12” Storm Drain Pipe LF 53 $ 100.00 $ 5,300.00 50 Project Sign LS 1 $ 1,500.00 $ 1,500.00
Total Base Bid Amount (Contract Amount) $ 1,993,999.00
TOTAL CONTRACT SUM: $1,993,999.00
For the Total Contract Sum of One million, Nine Hundred Ninety-Three Thousand, Nine Hundred Ninety-Nine dollars and zero cents.

The above Total Contract Sum includes all allowances, if any, provided for in the Contract Documents.

Compensation for Unit Price Items shall be based upon the unit prices stated in the above schedule multiplied by the actual quantities or units of work and materials performed or furnished. Unit prices paid by the City may change depending on actual quantities or units of work completed in accordance with the Contract Documents.

ARTICLE 4 - PREVAILING WAGES
Pursuant to the provisions of California Labor Code, Sections 1770 to 1780, inclusive thereof, the Contractor, and any subcontractor, of any tier, shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations.
314
In compliance with Senate Bill 854 and the California Labor Code, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractors must submit their certified payroll records directly to the Division of Labor Standards Enforcement Compliance Monitoring Unit through the electronic certified payroll reporting (eCPR) system, as well as to the City.

Pursuant to the provisions of California Labor Code Section 1773.2, the Contractor is hereby advised that copies of the prevailing rate of per diem wages and a general prevailing rate for holidays, Saturdays and Sundays and overtime work in the locality in which the Work is to be performed for each craft, classification, or type of worker required to execute the Contract, are on file in the City's office. The Contractor agrees that not less than said prevailing rates shall be paid to workers employed on this public works contract as required by Labor Code Section 1774.

These rate determinations are found on the State of California Department of Industrial Relations’ website at: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm.

ARTICLE 5 - CONTRACT DOCUMENTS
The Agreement includes and incorporates by reference the Contract Documents for the Project, which consists of the following documents:
(a) Notice to Bidders (Document 00100);
(b) Instructions to Bidders (Document 00200);
(c) Bid Proposal (Document 00400);
(d) Bidder's Bond (Document 00410);
(e) Designation of Subcontractors (Document 00420);
(f) Verification of Contractor and Subcontractor DIR Registration (Document 00423) (g) Self-Performance Declaration (Document 00425);
(h) Debarment and Suspension Certifications (Document 00430); (i) Non-Collusion Declaration (Document 00432);
(j) Worker's Compensation Certification (Document 00435); (k) Business and Professions Code Sections 7028.15 and 7031 Statement (Document 00440);
(l) Bidder's Statement of Financial Responsibility, Technical Ability and Experience (Document 00450);
(m) Blank
(n) Agreement (Document 00500);
(o) Payment Bond Form (Document 00610);
(p) Performance Bond Form (Document 00620);
(q) Sample Escrow Agreement for Security Deposits In Lieu of Retention (Document 00630);
315
(r) Warranty/Guaranty Form (Document 00635);
(s) Acknowledgment of City Code (Document 00640);
(t) Bid Document Certification (Document 00650);
(u) The Standard Specifications of the State of California, Department of Transportation, dated 2018; the Standard Plans of the State of California, Department of Transportation, dated 2018, and the South Lake Tahoe Public Improvement and Engineering Standards;
(v) Special Provisions (which incorporate by reference, and, as specified, modify the Standard Specifications of the State of California, Department of Transportation, dated 2018; the Standard Plans of the State of California, Department of Transportation, dated 2018, and the South Lake Tahoe Public Improvement and Engineering Standards) (Document 00700);
(w) Supplemental Conditions (Document 00800), if any;
(x) General Requirements, if any;
(y) Construction Progress Schedule;
(z) Technical Specifications;
(aa) Contract Drawings;
(bb) Addenda (numbers 1 to 3, inclusive; and
(cc) Permits from other agencies as may be required by law. (dd) All Documents referenced as constituting the “Bid Documents” pursuant to Section 1.3 (“Bid Documents”) of the Special Provisions.

Exhibits to this Agreement are enumerated as follows:
• Exhibit A: Accepted Contractor’s Bid,
• Exhibit B: Payment and Performance Bonds; and
• Exhibit C: Insurance Certificates and Endorsements.

ARTICLE 6 - WORKERS’ COMPENSATION
Contractor shall take out and maintain during the life of the Agreement, adequate and sufficient workers’ compensation insurance for all Contractor’s employees employed at the site of improvements, and, if any Work is sublet, Contractor shall require each subcontractor similarly to provide workers’ compensation insurance for all of the latter’s employees, unless such employees are covered by the protection afforded by Contractor. If any class of employees engaged in Work under this contract at the site of the Project is not protected under workers’ compensation law, Contractor shall provide, and shall cause each subcontractor to provide, adequate insurance for the protection of employees not otherwise protected. Contractor shall indemnify the City and the California Department of Transportation for any damage resulting to it from failure of either Contractor or any subcontractor to take out or maintain such insurance.

By its signature upon this Agreement, Contractor certifies that it has carefully reviewed and is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance 316
with the provisions of the labor Code. Contractor, as a condition precedent to the commencement of its Work pursuant to the Agreement, shall comply with such provisions.

ARTICLE 7 - INDEMNITY AND INSURANCE
To the fullest extent permitted by law, including, without limitation, Civil Code section 2782, et seq., and in strict accordance with the Contract Documents, Contractor shall defend, indemnify, and hold harmless the City, its officials, officers, City Council members, employees, agent, the California Department of Transportation, the Project Manager, the Architect/Engineer, the Project consultants, and their respective principals, officers and employees, and each of them, of and from any and all claims, demands, suits, causes of action, damages, costs, expenses, attorneys' fees, losses, or liability, in law or in equity, of every kind and nature whatsoever related to, arising out of, or in connection with, Contractor's operations to be performed under this Agreement, and as otherwise set forth in Contract Documents, including, without limitation, Section 7-1.05A of the Standard Specifications, as modified by Section 7.11 of the Special Provisions. The obligations of defense and indemnity set forth in this Article, and in the Contract Documents, shall not be limited by any insurance requirements or obligations pursuant to the Contract Documents, and shall not extend to the sole negligence or willful misconduct of the City, or the active negligence of the City. The obligations arising from this Article shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity (including all duties to defend), which would otherwise exist as to a party, or person described elsewhere in the Contract Documents.

Contractor shall maintain the insurance coverage described in Section 7-1.06 of the Standard Specifications, as modified by Section 7.12 of the Special Provisions, throughout the performance of the Agreement, including any maintenance, warranty and/or guaranty periods.

This Agreement shall not be operative until evidence of such insurance has been provided to, and approved by, the City as to form, amount, and carrier. Contractor shall not allow any subcontractor to commence Work at the Project until subcontractor provides evidence to Contractor and City that subcontractor has obtained insurance acceptable to the City.

ARTICLE 8 - NOTICES
Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the address listed below:

Notices required to be given to City: Notices required to be given to Contractor:

Public Works Director/City Engineer Daman LaFleur
City of South Lake Tahoe 1588 Bedell Ct. Unit B
1740 D Street Roseville, CA 95747
South Lake Tahoe, CA 96150-6251 (916) 496-2206
Notices required to be given to any surety(ies):
317
ARTICLE 9 - MISCELLANEOUS

9.1 Terms. Terms used in this Agreement will have the meanings indicated in the Contract Documents.

9.2 Assignment. No assignment by a party hereto of any rights under or interests in the Agreement will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

9.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assign, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents.

9.4 Severability. Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

9.5 South Lake Tahoe City Code. Contractor acknowledges that all pertinent provisions within the South Lake Tahoe City Code are incorporated by reference as though set forth in full herein, and, further, the failure of Contractor or any subcontractor, of any tier, to comply with any of its/their obligations under the Contract Documents, or the requirements of the South Lake Tahoe City Code, or any other applicable law, code, statute, or regulation, shall be deemed a material breach of the Agreement.

9.6 Third Party Beneficiary. Contractor expressly acknowledges the City's status as a third party beneficiary solely with respect to the performance to be rendered under each subcontract, of any tier, upon the Project, and, as a result, Contractor acknowledges that City possesses, inter alia, the rights enumerated within the South Lake Tahoe City Code as to the enforcement of obligations under subcontracts of any tier.

9.7 Regulatory Requirements. Contractor acknowledges that the Project is subject to requirements and regulations issued on behalf of various governmental and/or regulatory bodies, including, without limitation, the Lahontan Regional Water Quality Control Board and the Tahoe Regional Planning Agency, among others. Contractor agrees to fully and promptly comply with any and all requirements and regulations issued on behalf of such entities.

9.8 Governing Law. This Agreement and the Contract Documents shall be deemed to have been entered into in the County of El Dorado, State of California, and governed by California law. By entering into this Agreement, the Contractor consents and submits to the jurisdiction of Courts of the State of California, County of El Dorado, over any action of law, suit in equity, and/or other proceeding that may arise out of the Contract Documents.

9.9 Nondiscrimination. During the performance of this Agreement, the City, Contractor, and subcontractors shall not unlawfully discriminate, harass or allow harassment against any person 318
because of sex, sexual orientation, race, color, religious creed, marital status, denial of family and medical care leave, ancestry, national origin, medical condition (cancer/genetic characteristics), age, (40 and above), disability (mental and physical) including HIV and AIDS, denial of pregnancy disability leave or reasonable accommodation. City, Contractor, and subcontractors shall ensure that the evaluation and treatment of all persons, and particularly their employees and applications for employment are free from such discrimination and harassment.

The City, Contractor, and its subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code §12900 et seq.) and the applicable regulations promulgated thereunder (Cal. Code Regs. tit. 2. §7285.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, § 12900 (a)- (f), are incorporated into this Agreement by reference and made a part hereof as if set forth in full (Cal. Code Regs. tit. 2, §7285.0 et seq.).

IN WITNESS HEREOF, the said City of South Lake Tahoe, State of California, has caused this Agreement to be executed by its Mayor in its behalf, and the said Contractor has signed this Agreement the day and year first above written.

CITY OF SOUTH LAKE TAHOE Contractor: LaFleur Excavating, Inc.

By By
Mayor, City of South Lake Tahoe,
State of California Title

Business License No.

ATTEST: APPROVED AS TO FORM:

By By
City Clerk City Attorney
City of South Lake Tahoe City of South Lake Tahoe
319
Resolution 2022-006
Adopted by the City of South Lake Tahoe
City Council
January 18, 2022
A Resolution Accepting and Appropriating $1,289,822 in Proposition 68 Multibenefit Storm Water and Urban Flood Protection Grant Funding, and Appropriating $122,222 from General Fund Grant Match Set-Aside Reserve and $61,521 from General Fund Undesignated Excess Reserve for the Barton Ave - 2nd Street Drainage Project

BACKGROUND
A. The Legislature and Governor of the State of California have provided funds for the Proposition 68 Urban Flood Protection, Green Infrastructure, and Lake Tahoe Environmental Improvement Programs.

B. The California Natural Resources Agency (CNRA) has been delegated the responsibility for the administration of these grant programs.

C. The City Manager was authorized by City Council at their October 15, 2019, City Council meeting (Resolution 2019-075) to sign a Proposition 68 Urban Flood Protection grant agreement with the State of California, CNRA.

D. The City of South Lake Tahoe desires grant funding to prepare Project Plans, Specifications, Estimates (PS&E) bid documents and permits and to construct the project improvements to reduce stormwater flooding and provide stormwater treatment in the Barton - Helen - 2nd Street residential neighborhood.

E. Resolution 2021-083, passed by City Council on October 19, 2021, set aside $122,222 of grant match funding for the CNRA grant for the Barton Avenue - 2nd Street Drainage Project (Project).

F. The CNRA grant amount was increased during the grant award and approval process from the anticipated $1,100,000 up to $1,289,822 and the City's local match requirement increased to $183,743, a $61,521 increase above the reserved grant match of $122,222.

G. The City of South Lake Tahoe requires City Council accept grant funding and appropriate the funding to the project represented in the Proposition 68 grant application submitted to CNRA and subsequently awarded to the City for the Barton Avenue - 2nd Street Drainage Project.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, BE IT RESOLVED, that the City Council of the City of South Lake Tahoe:

Resolution 2022-006 January 18, 2022 Page 1 of 2
320

1. Accepts $1,289,822 in Proposition 68 grant funding from the California Natural Resources Agency (CNRA).

2. Approves and appropriates $61,521 of Undesignated Excess General Reserve funds to the Barton Avenue - 2nd Street Drainage Project.

3. Appropriates $122,222 in grant match funding transferred to the grant match set-aside Account No. 100-99999 25320 for the Project as a part of Resolution 2021-083.

4. Appropriates the accepted Proposition 68 grant funding for the development of PS&E bid documents and constructing the Barton Ave - 2nd Street Drainage Project improvements as follows:
100-01956 Transfer out to CIP (50014) from Grant Match Set-Aside 100-99999-25320 (+) $122,222 100-01956 Transfer out to CI P ( 50014) from General Fund U ndesig nated Excess Reserve ( +) $61 ,521 301-40054 Revenue (33246) California Natural Resources Agency, Prop. 86 Grant Funds ( +) $1 ,289,822 301-40054 Revenue (36300) Transfer in from General Fund (+) $183,743 301-40054 Expenditure (48020) Engineering Design
301-40054 Expenditure (48030) Construction
(+) $234,224
(+) $1 ,239,341
Adopted by the City of South Lake Tahoe City Council on January 18, 2022 by the following vote:

Yes: Bass, Creegan, Friedrich, Middlebrook and Wallace
broo( Jan 20, 2022 13:01 PST)
Devin Middlebrook, Mayor
Attest:

Susan Blankenship, City Clerk
Jan 20, 2022
Date: ----
The presence of electronic signature certifies that the foregoing is a true and correct copy as approved by the South Lake Tahoe City Council.

Resolution 2022-006 January 18, 2022 Page 2 of 2
321
City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 6
Agenda Item: 2022 Annual Comprehensive Financial Report Executive Summary: The Annual Comprehensive Financial Report is published by the Finance Department and includes the Independent Auditor's Report on the Basic Financial Statements of the City of South Lake Tahoe. The Annual Report is designed to professionally and effectively communicate the City's financial position and is prepared in compliance with the financial reporting standards of the Government Finance Officers Association.

Requested Action / Suggested Motions: Receive and file.

Responsible Staff Member: Olga Tikhomirova, Director of Finance Responsible Staff Member: Olga Tikhomirova, Director of Finance (530) 542-7431 Reviewed and Approved By:

Susan Blankenship, City Clerk
Heather Stroud, City Attorney
Attachments:

Item 5 - Executive Summary.pdf
01-Staff Report - ACFR.docx
02-ACFR.pdf
03-City of South Lake Tahoe 2022 GANN Limit AUP.pdf
322
Council Agenda Report May 2, 2023 Page 1 of 2
City of South Lake Tahoe
Report to City Council
Meeting Date: May 2, 2023
Title: City of South Lake Tahoe 2022 Annual Comprehensive Financial Report (Annual Report), including the Independent Auditor's Report on the Basic Financial Statements of the City of South Lake Tahoe; Agreed Upon Procedures Report on Compliance with the Article XIII-B 2021-22 Appropriation Limit Calculations.

Location: Citywide
Responsible Staff Member: Olga Tikhomirova, Director of Finance (530) 542-7431 Background: Annually the City’s financial records are audited by an independent Certified Public Accounting firm.

The Annual Comprehensive Financial Report (Annual Report) is published by the Finance Department and includes the Independent Auditor’s Reports on the Basic Financial Statements of the City of South Lake Tahoe, which accurately reflect the fiscal position of the City of South Lake Tahoe and its component units at September 30, 2022.

The Annual Report is designed to professionally and effectively communicate the City’s financial position. This report is prepared in compliance with the financial reporting standards of the Government Finance Officers Association of the United States and Canada (GFOA) and includes three major sections:
 Introductory section – transmittal letter, including summary of auditor’s opinion, City profile, economic condition, strategic priorities and financial management.  Financial Section – the City’s independently audited financial statements along with Management’s Discussion and Analysis of the City’s financial position and results of operations for fiscal year 2022.
 Statistical Section – financial trends, revenue and debt capacity, demographic, economic and operating information.

The Annual Report and financial statements are due within 180 days of the close of the fiscal year. This report is required to be distributed annually to the State Controller, the City’s bond trustees, banks, rating agencies and various other outside entities.

The City’s Annual Report is submitted annually to the Government Finance Officers Association (GFOA) award program for their review of readability, efficient organization, and comprehensive reporting. For fifteen consecutive years the City of South Lake Tahoe has received awards for excellence in financial reporting.

Issue and Discussion: Eide Bailly LLP have completed the independent audit using Generally Accepted Accounting Principles (GAAP) and Generally Accepted Auditing Standards (GAAS) and have issued the attached financial statements and reports as of and for the year ended September 30, 2022. The Auditors have issued an unmodified opinion, stating that the 323
Council Agenda Report May 2, 2023 Page 2
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financial statements present fairly, in all material respects, the financial position of the City as of that date. An unmodified opinion is the best opinion an independent auditor can give, and this is what we expect to receive.

Financial Implications: The City’s financial statements report an unassigned general fund balance of $27,865,327 as of September 30, 2022. Reducing this amount by 25% of the 2022- 23 operating budget expenses (committed reserve $12,721,439) and by the balances of funds included with the general fund for reporting purposes (building permit fees $1,274,105 and Measure S Sales Tax general fund $2,160,563), leaves an unassigned fund balance of $11,709,220. Of this amount, commitments of $6,938,290, including $1,830,924 for grant match set-aside, $2,325,936 for carryforward encumbrances, and $2,811,457 in ARPA funding, along with $274,219 in additional budget appropriations approved by City Council in the first six and a half months of the year offset by $304,246 in net revenue from mid-year adjustments, leave $4,770,930 available for one-time projects and expenses, including grant matching requirements.

Policy Implications: Compliance with City Financial Policies – Financial Reporting.

Environmental Considerations: The proposed action is not a “project” subject to review under the California Environmental Quality Act (CEQA) under CEQA Guidelines section 15378(b)(4) (creation of government funding mechanisms or government fiscal activities which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment). 324
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What inspires you, inspires us. | eidebailly.com
2151 River Plaza Dr., Ste. 308 | Sacramento, CA 95833-4133 | T 916.570.1880 | F 916.570.1875 | EOE 1 Independent Accountant’s Report
To the Honorable Mayor and City Council
South Lake Tahoe, California
We have performed the procedures enumerated below, on the Appropriations Limit Calculation of the City of South Lake Tahoe, California (City) prepared in accordance with Article XIII-B of the California Constitution for the fiscal year ended September 30, 2022. The City’s management is responsible for the Appropriations Limit Calculation.

The City has agreed to and acknowledged that the procedures performed are appropriate to meet the intended purpose of evaluating the Appropriations Limit Calculation and we will report on findings based on the procedures performed. This report may not be suitable for any other purpose. The procedures performed may not address all the items of interest to a user of this report and may not meet the needs of all users of this report and, as such, users are responsible for determining whether the procedures performed are appropriate for their purposes.

The procedures performed and our findings are as follows:

1. We obtained the completed worksheets setting forth the calculations necessary to establish the City's 2021-22 appropriations limit and compared the limit and annual adjustment factors included in those worksheets to the limit and annual adjustment factors that were adopted by resolution of the City Council. We also compared the population and inflation options included in the aforementioned worksheets to those that were selected by a recorded vote of the City Council.

Finding: No exceptions were found as a result of this procedure.

2. We added last year's limit to the annual adjustment amount and compared the resulting amount to the 2021-22 appropriations limit.

Finding: No exceptions were found as a result of this procedure.

3. We compared the current year information to the worksheets described in Procedure 1 above to information provided by the California State Department of Finance.

Finding: No exceptions were found as a result of this procedure.

4. We agreed the prior year appropriations limit to the prior year appropriations limit adopted by the City Council.

Finding: No exceptions were found as a result of this procedure. 519
2 We were engaged by the City to perform this agreed-upon procedures engagement and conducted our engagement in accordance with attestation standards established by the American Institute of Certified Public Accountants. We were not engaged to and did not conduct an examination or review, the objective of which would be the expression of an opinion or conclusion, respectively, on the Appropriations Limit Calculation. Accordingly, we do not express such an opinion or conclusion. Had we performed additional procedures, other matters might have come to our attention that would have been reported to you.

We are required to be independent of the City and to meet our ethical responsibilities, in accordance with the relevant ethical requirements related to our agreed-upon procedures engagement.

No procedures have been performed with respect to the determination of the appropriation limit for the base year, as defined by Article XIII-B of the California Constitution.

This report is intended solely for the information and use of the City Council and management of the City and is not intended to be and should not be used by anyone other than these specified parties.

Sacramento, California
March 29, 2023
520
City of South Lake Tahoe
Agenda Item Executive Summary
Joe Irvin, City Manager
Meeting Date: May 2, 2023
Agenda Item #: 7
Agenda Item: Ratification of Consent to Assignment of Flight Deck Restaurant Lease Executive Summary: The Food & Beverage Lease and Concession Agreement executed with Flight Deck Sports Bar & Grill, LLC (Flight Deck) on January 5, 2022, prohibits the Flight Deck from transferring a controlling interest in the Flight Deck. However, due to the passing of John Ross, who was the sole member of Flight Deck at the time the lease for the Flight Deck Restaurant was executed, staff recommends ratifying the transfer of the controlling interest in the Flight Deck to Sheila Benson.

Requested Action / Suggested Motions: Pass a Motion authorizing and directing the Mayor to execute the Ratification of Consent to Assignment of Lease consenting to the transfer of a controlling interest in Flight Deck Sports Bar & Grill, LLC from John Ross to Sheila Benson.

Responsible Staff Member: John Dickinson, Airport Manager Responsible Staff Member: John Dickinson, Airport Manager (530) 542-6182 Reviewed and Approved By:

Anush Nejad, Director of Public Works
Susan Blankenship, City Clerk
Olga Tikhomirova, Finance Director
Heather Stroud, City Attorney
Attachments:
01-Staff Report - Flight Deck Assignment of Lease.docx
02-Ratification to Consent of Assignment.docx
03-C-168-2021 Suite 105 Airport Restaurant Lease Agreement.pdf 521
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South Lake Tahoe City CouncilMay 2, 2023

South Lake Tahoe City Council
May 2, 2023