16-02 SAN20414 Final PLANS.pdf
PDF 41 MB Posted
- Attached to
- Lake Nasworthy Boat Ramp Construction Phase 1
- Solicitation number
- OP-01-26
- Issued by
- Travis County, Texas
About this file
This is a final design plan document prepared for the City of San Angelo Operations Department for the Lake Nasworthy Boat Ramp Replacements project (Project Number SAN20414), involving three boat ramp and dock replacement locations: Knickerbocker Road, South Concho Drive, and Beaty Road. The project scope includes demolition of existing boat ramps and courtesy docks, installation of new reinforced concrete ramps with two-lane configurations, replacement of courtesy docks manufactured by EZ Dock or approved equal, construction of parking areas with asphalt or concrete paving, installation of sawtooth curbing, sidewalks, signage, and rock bank protection. The design includes site grading plans, erosion control measures with temporary erosion control logs and permanent seeding, utility details including water service line extensions at the Beaty Road location for a future fish cleaning station, and ADA-compliant parking provisions at all three sites. The estimated project length is 180 days with an anticipated start date of May 2026, though April 2026 is also referenced as a possible timeframe.
The design plans specify detailed construction standards including hot mix asphalt concrete (Type D) at 230 lbs/sy with lime treatment for subgrade at 8% by weight, reinforced concrete ramps with 12-16% slope specifications meeting U.S. Army Corps of Engineers standards per EM 1110-1-400, and riprap bank protection using specific gradation mixes. Construction activities are limited to 7:00 AM to 6:00 PM Monday through Friday unless otherwise approved. The contractor is responsible for all utility location verification, material testing coordination, erosion control maintenance, tree protection, and restoration of any damaged improvements on private property. The project is subject to USACE Section 404 permitting under NWP 3 (Maintenance), TPDES CGP TX15000 for sites with greater than one-acre disturbance, and local floodplain administrator authorization. The ordinary high water mark for Lake Nasworthy is 1872 feet above mean sea level, establishing jurisdictional limits for the work.
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CITY OF SAN ANGELO, TEXAS
SINGLE MEMBER DISTRICT #6
SINGLE MEMBER DISTRICT #5
SINGLE MEMBER DISTRICT #4
SINGLE MEMBER DISTRICT #3
SINGLE MEMBER DISTRICT #2
SINGLE MEMBER DISTRICT #1
COUNCIL MEMBERS
TOMMY HIEBERT
TOM THOMPSON
HARRY THOMAS
LUCY GONZALES
LARRY MILLER
KAREN HESSE SMITH
CITY MANAGER
DANIEL VALENZUELA
MAYOR
BRENDA GUNTER
LAKE NASWORTHY
BOAT RAMP REPLACEMENTS
PREPARED BY:
FNI PROJECT NUMBER: SAN20414
SOUTH CONCHO DRIVE
BOAT RAMP AREA
1500 Broadway Street, Suite 206 Lubbock, TX 79401 Phone - (806) 686-2700 Web www.freese.com
KNICKERBOCKER RD.
U .S. 87S.H. 306
U.S. 67
BEATY ROAD
BOAT RAMP AREA
KNICKERBOCKER ROAD
BOAT RAMP AREA
N
U .S
. 2
77 EXECUTIVE DIRECTOR OF OPERATIONS
SHANE KELTON
CITY ENGINEER
KEVIN PATE
KNICKERBOCKER ROAD, SOUTH CONCHO
DRIVE AND BEATY ROAD BOAT RAMPS
JULY 2023
7/7/2023
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KNICKERBOCKER ROAD BOAT RAMP
SOUTH CONCHO DRIVE BOAT RAMP
BEATY ROAD BOAT RAMP
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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SOUTH CONCHO DRIVE
BEATY ROAD
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INDEX OF SHEETS
SEQ SHEET NO TITLE
GENERAL
---- - COVER
2 GN-02 SHEET INDEX AND VICINITY MAP
3 GN-03 GENERAL NOTES
REMOVAL
4 D-01 KNICKERBOCKER ROAD BOAT RAMP
5 D-02 SOUTH CONCHO DRIVE BOAT RAMP
6 D-03 BEATY ROAD BOAT RAMP
SITE LAYOUT
7 C-01 KNICKERBOCKER ROAD BOAT RAMP
8 C-02 SOUTH CONCHO DRIVE BOAT RAMP
9 C-03 BEATY ROAD BOAT RAMP
SITE GRADING
10 C-04 SITE GRADING PLAN - KNICKERBOCKER
11 C-05 SITE GRADING PLAN - SOUTH CONCHO
12 C-06 SITE GRADING PLAN - BEATY ROAD
EROSION CONTROL
13 ER-01 EROSION CONTROL PLAN -
KNICKERBOCKER
14 ER-02 EROSION CONTROL PLAN - SOUTH
CONCHO
15 ER-03 EROSION CONTROL PLAN - BEATY
ROAD
DETAILS
16 DT-01 BOAT RAMP DETAILS
17 DT-02 PAVING DETAILS (1 OF 2)
18 DT-03 PAVING DETAILS (2 OF 2)
19 DT-04 EROSION CONTROL DETAILS
20 DT-05 MISCELLANEOUS DETAILS (1 OF 2)
21 DT-06 MISCELLANEOUS DETAILS (2 OF 2)
22 DT-07 UTILITY DETAILS
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1.
CURB RETURN RADII FOR DRIVEWAYS SHALL BE 5 FEET UNLESS OTHERWISE NOTED.
13.
15.
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GENERAL CONSTRUCTION NOTES - CITY OF SAN ANGELO
35.
36. THE ORDINARY HIGH WATER MARK (OHWM) FOR LAKE
NASWORTHY IS 1872' ABOVE MEAN SEA LEVEL (MSL). UNITED
STATES ARMY CORPS OF ENGINEERS (USACE) JURISDICTIONAL
LIMITS EXTEND TO THE OHWM ONLY.
UTILITY LOCATION: THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM
VARIOUS SOURCES AND ARE INTENDED TO SHOW IN GENERAL THE EXISTENCE AND
LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES
NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON
THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ALL UTILITY
COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO
DETERMINE IF THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS WITH
EXISTING UTILITIES ARE DISCOVERED. THE CONTRACTOR SHALL VERIFY, OR HAVE
VERIFIED BY THE APPROPRIATE UTILITY COMPANY, ALL ACTUAL LINE LOCATIONS,
ELEVATIONS AND CONFIGURATIONS PRIOR TO CONSTRUCTION IN ORDER TO MAKE
ANY NECESSARY TIE-INS OR BY-PASSES. SUCH VERIFICATIONS SHALL BE CONSIDERED
SUBSIDIARY TO THE COST OF THE PROJECT AND NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
UTILITY PROTECTION: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR
THE PROTECTION AND SUPPORT OF ALL UTILITY FACILITIES AND EXISTING STRUCTURES
(INCLUDING BUT NOT LIMITED TO UTILITY POLES, GAS MAINS, TELEPHONE CABLES,
ELECTRIC CABLES, TV CABLES, DRAINAGE PIPES AND STRUCTURES, UTILITY SERVICES,
OTHER UTILITIES, FENCES, TREES AND SHRUBS) BOTH ABOVE AND BELOW THE
GROUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY ALL UTILITY OWNERS PRIOR TO ANY CONSTRUCTION IN THE AREA AND VERIFY
THE ACTUAL LOCATION OF ALL BURIED UTILITIES THAT MAY OR MAY NOT BE SHOWN
ON THE PLANS. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL
UNDERGROUND AND OVERHEAD FACILITIES AND BE RESPONSIBLE FOR ANY DAMAGE
CAUSED BY CONTRACTOR'S OPERATIONS.
THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
EXCAVATING AT EACH LOCATION:
CITY OF SAN ANGELO (325) 657-4299
ATMOS ENERGY (GAS), KEETON WALDEN, P.E. (806) 392-0438
AT&T, BLAKE MITCHELL (479) 209-6783
FRONTIER COMMUNICATIONS, WILLIAM GATLIN (325) 949-7667
DIG TESS (UTILITIES) (800) 344-3877
AEP-TEXAS, KEVIN POOL, (361) 290-7046
SUDDENLINK, DANNY TRINIDAD (325) 650-4430
WHEN NOTIFYING UTILITY COMPANIES BY CALLING 1-800-DIG-TESS (1-800-344- 8377)
THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO CONSTRUCTION AND
SHALL PROVIDE MAPSCO GRID NUMBERS FOR THE WORK AREA AND SHALL RECORD
THE CONFIRMATION NUMBERS ISSUED BY DIG TESS. THESE NUMBERS AND/OR
TICKETS SHALL BE PROVIDED TO THE CITY ON REQUEST.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND
ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE
CONSTRUCTION CREW AND GENERAL PUBLIC, AND THE SAFETY OF PUBLIC AND PRIVATE
PROPERTY.
THE TYPES AND LOCATIONS OF THE TEMPORARY BARRICADES AND SIGNS USED DURING
CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES. PLACEMENT AND MAINTENANCE SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR WITH APPROVED TRAFFIC CONTROL PLAN.
THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY UNITS AND SCHOOL DISTRICTS
OPERATING WITHIN THE AREA OF THE PROPOSED WORK OF ANY LANE CLOSURES AND
CONSTRUCTION SCHEDULES WITH 72 HRS MINIMUM ADVANCED NOTICE.
THE CONTRACTOR SHALL MAINTAIN FIRE EMERGENCY VEHICLE ACCESS TO FIRE
HYDRANTS THROUGHOUT THE DURATION OF THE PROJECT. INACTIVE FIRE HYDRANTS
SHALL BE SALVAGED.
INITIAL CONSTRUCTION INSPECTIONS AND MATERIAL TESTING WILL BE PERFORMED BY
THE CITY OF SAN ANGELO THROUGH AN INDEPENDENT TESTING LABORATORY. ALL
MATERIAL TESTING SHALL BE COORDINATED WITH THE PROJECT INSPECTOR. THE PROJECT
INSPECTOR SHALL BE PRESENT DURING ALL TESTS AND SHALL BE GIVEN A MINIMUM OF 24
HOURS ADVANCED NOTICE PRIOR TO ANY TESTING. ANY TEST RESULTS NOT MEETING THE
SPECIFICATIONS SHALL REQUIRE ADDITIONAL INSPECTIONS AND TESTS WHICH WILL BE
PAID FOR BY THE CONTRACTOR. THE CITY ENGINEER AND/OR THE PROJECT INSPECTOR
WILL DETERMINE THE ADDITIONAL TESTING AND EXTRA INSPECTION REQUIRED TO
ENSURE CONFORMANCE WITH THE CONTRACT DOCUMENTS.
CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 6:00 PM
MON.-FRI. UNLESS OTHERWISE APPROVED OR DIRECTED IN WRITING BY THE PROJECT
INSPECTOR.
THE CONTRACTOR SHALL TAKE ADEQUATE MEASURES TO PREVENT EROSION. IN THE
EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF THE CONSTRUCTION, THE
CONTRACTOR SHALL RESTORE THE ERODED AREA TO ITS ORIGINAL OR BETTER
CONDITION AT HIS OWN EXPENSE.
ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE CONSTRUCTION PLANS AND/OR PROJECT SPECIFICATIONS.
REVEGETATION OF ALL DISTURBED OR EXPOSED AREAS SHALL CONSIST OF DRILL SEEDING
AS INDICATED IN THE PLANS & SPECS. HOWEVER, THE TYPE OF REVEGETATION MUST
EQUAL OR EXCEED THE TYPE OF VEGETATION PRESENT BEFORE CONSTRUCTION BEGAN.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SITE DRAINAGE
THROUGHOUT THE DURATION OF THIS PROJECT.
IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE
PLANS ON RECORD.
CONTRACTOR SHALL MAINTAIN SUITABLE CONSTRUCTION ACCESS TO PRIVATE
PROPERTY OWNERS, THE ENGINEER AND CITY OF SAN ANGELO, AT ALL TIMES
DURING CONSTRUCTION.
ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT
ACCESSIBLE TO FIRE TRUCKS, AMBULANCES AND OTHER EMERGENCY
VEHICLES.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT
ELECTRIC POWER AND TELEPHONE POLES ARE NOT DISTURBED DURING
CONSTRUCTION. ALL COSTS INCURRED FOR SUPPORTING ELECTRIC POWER AND
TELEPHONE POLES SHALL BE INCLUDED IN THE PRICE BID FOR THE POND
EXCAVATION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
AND APPROVALS BEFORE CONSTRUCTION BEGINS.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER
CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL TIMES.
EXCEPT FOR BRIEF PRE-NOTIFIED INTERRUPTIONS IN WATER SERVICES. IN NO CASE
SHALL SERVICES BE ALLOWED TO REMAIN UNREINSTATED OVERNIGHT.
CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL
TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXCESS TRENCH
EXCAVATIONS AND HAULING MATERIALS TO AN APPROVED DISPOSAL SITE. THIS
SHALL BE CONSIDERED SUBSIDIARY.
ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE
REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH
REGULATIONS", VOL. 29, SUBPART P., PG 128-137, AND ANY AMENDMENTS THERETO.
ALL EXISTING CONCRETE TO BE SAWCUT WHEN CONSTRUCTING A NEW CONCRETE
DRIVEWAY APPROACH.
THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS
MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS
MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY
DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR
IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE
CONTRACTOR SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED
MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE
WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER
AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES
EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE
RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL
REMOVE THE MATERIAL AT HIS OWN COST.
WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN PRIVATE PROPERTY, THE
CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY
OWNERS 48 HOURS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THE
LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR
CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME
FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE
CITY INSPECTOR. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AS
SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS,
INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY
FENCING DURING CONSTRUCTION. REMOVED FENCES, WOODEN OR CHAIN LINK,
SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING.
ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO
CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING FENCES SHALL BE
CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT
BID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL.
CONTRACTOR SHALL MAKE THE WORK SITE AND ANY OPEN TRENCHES SECURE
AND SAFE AT THE END OF EVERY DAY. CONTRACTOR SHALL BE RESPONSIBLE
FOR THE COST OF ANY FENCING OR ANY OTHER SAFETY EQUIPMENT.
ALL MAILBOXES, FENCES, DRIVEWAYS, LANDSCAPING, IRRIGATION SYSTEMS, CULVERT PIPES, DRAINAGE DITCHES, AND ANY IMPROVEMENTS ON PRIVATE PROPERTY NOT SCHEDULED FOR
REPLACEMENT DURING CONSTRUCTION WHICH ARE DAMAGED OR MOVED BY THE
CONTRACTOR SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY THE
CONTRACTOR WITH LIKE MATERIAL AT NO ADDITIONAL COST TO THE CITY OR TO THE
AFFECTED PROPERTY OWNER.
THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE
PROPERTY WITHOUT PRIOR WRITTEN PERMISSION FROM THE PROPERTY OWNER
AND PROVIDE CITY WITH A COPY. NO EXCESS EXCAVATED MATERIAL SHALL BE
DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS THAT WILL
RESTRICT THE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES
EXCAVATED MATERIAL IN LOW AREAS THAT WILL CAUSE FLOOD DAMAGE, HE WILL
BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL
REMOVE THE FILL AT HIS EXPENSE.
THE CONTRACTOR SHALL AVOID DAMAGING ANY EXISTING WATER SPRINKLER
SYSTEM THAT MAY BE IN THE CONSTRUCTION AREA AND WILL BE
RESPONSIBLE FOR REPAIRS TO ANY HEADS OR LINES OF DAMAGED.
REPLACEMENT, AS NECESSARY, SHALL BE AT LIKE OR BETTER MATERIAL AND
INSTALLED BY A LICENSED IRRIGATOR, AT THE CONTRACTORS EXPENSE.
DAMAGED SPRINKLERS SHALL BE REPLACED THE SAME DAY THEY ARE
DAMAGED, TO THE SATISFACTION OF THE CITY, DEVELOPER AND OWNER.
UNLESS SPECIFICALLY STATED ON DRAWINGS, THE CONTRACTOR
SHALL NOT REMOVE, CUT OR DAMAGE ANY TREES OR LIMBS
WITHOUT WRITTEN APPROVAL OF THE CITY
CONTRACTOR SHALL DELIVER ALL SALVAGED ITEMS TO THE CITY OF
SAN ANGELO'S YARD.
HAZARD SIGN LOCATIONS SHALL BE APPROVED BY THE CITY.
MOUNTING SIGNS TO FENCE OR GATE SHALL BE SUBSIDIARY TO
VARIOUS PAY ITEMS.
37. THE PROPOSED REPLACEMENTS OF THE BOAT RAMPS, ALONG WITH
ANY DOCKS PRESENT CAN BE AUTHORIZED UNDER NWP 3
(MAINTENANCE) WITHOUT SUBMITTAL OF A PCN IF THE PROPOSED
CONSTRUCTION ACTIVITIES ABIDE BY THE TERMS AND CONDITIONS
OF THE PERMIT, NWP GENERAL CONDITIONS, AND REGIONAL
CONDITIONS FOR THE STATE OF TEXAS.
38. APPROPRIATE SOIL EROSION AND SEDIMENT CONTROLS MUST BE
USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION
DURING CONSTRUCTION, AND ALL EXPOSED SOIL AND OTHER FILLS, AS
WELL AS ANY WORK BELOW THE ORDINARY HIGH WATER MARK OR
HIGH TIDE LINE, MUST BE PERMANENTLY STABILIZED AT THE EARLIEST
PRACTICABLE DATE.
39. THE PROJECT SITES LISTED IN THIS PLAN SET WOULD BE SUBJECT TO
TPDES CGP TX15000, DUE TO A SITE DISTURBANCE GREATER THAN ONE
ACRE. NONE OF THE SITES WOULD HAVE MORE THAN FIVE ACRES OF
DISTURBANCE AND THE SUBMITTAL OF NOI'S WOULD NOT BE REQUIRED.
40. THE PROPOSED PROJECT WOULD BE CONSTRUCTED IN THE 100-YEAR
FLOODPLAIN ASSOCIATED WITH THE LAKE NASWORTHY IMPOUNDMENT
OF THE CONCHO RIVER. AS SUCH, THE LOCAL FLOODPLAIN
ADMINISTRATOR SHOULD BE CONTACTED PRIOR TO CONSTRUCTION TO
ACQUIRE FLOODPLAIN-RELATED AUTHORIZATIONS, IF REQUIRED.
BASIS OF ESTIMATE
DESCRIPTION RATE* (APPROX)
HOT MIX ASPHALT CONCRETE SURFACE TYPE D 230 LBS/SY
AGGREGATE (TY PB GR-3 SAC-B) 85 SY/CY
ASPHALT (AC-20-5TR) 0.38 GAL/SY
PRIME COAT (MC-30) 0.30 GAL/SY
LIME TREATMENT FOR SUBGRADE 8% BY WEIGHT
* ACTUAL RATES WILL BE DETERMINED BY ENGINEER IN THE FIELD
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/ th is sh ee t, ad ju st sc al e.
dr aw in g.
If n ot o ne in ch o n
Ba r i s o ne in ch o n or ig
E N
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. VE
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FY
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CA
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BY
F&
N
JO
B N
O
FI
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N
AM
E
SA
N
/1
6/
CH
EC
KE
D
RE
VI
SE
D
DR
AW
N
DE
SI
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ED
DA
TE
CI
TY
O F
SA
N
A N
GE
LO
LA
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N
AS
W O
RT
HY
IM
PR
O
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M
EN
TS
Plot Date: 7/6/2023 2:54 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-DEMO.dwg
CV
-S
DN
-P
L-
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M O
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La st
S av ed : 7
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2:
P M d
By : 0
Fi le na m e:
N
IF
\B as e\
CV
-S
DN
-P L-
DE
M
O .d w g
AC
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R el
: 2 4.
2s (L
M S
Te ch
FINAL DESIGN
Fr ee se a nd N ic ho ls, In c.
Te xa s R eg ist er ed
E ng in ee rin g
Fi rm
F -2
B ro ad w ay S tr ee t Su ite
Lu bb oc k, T ex as
Ph on e
6)
-2
W eb w w w .fr ee se
.c om
CI
VI
L
RE
M
O
VA
L
PL
AN
KN
IC
KE
RB
O
CK
ER
R O
AD
B
O
AT
R
AM
P
D-01
DA
P
M
SJ
KM
M --
EXISTING GATE AT
KNICKERBOCKER TO REMAIN
CONTRACTOR TO PROTECT
IN PLACE
EXISTING COURTESY DOCK AND
JET SKI SLIPS TO BE REMOVED
EXISTING COURTESY DOCK TO BE REMOVED
INSTALL COFFERDAM AND DEWATER AREA
REGRADE LAKE BOTTOM TO
REMOVE TROUGH AND BERM
APPROXIMATE LIMITS OF EXISTING BOAT RAMP
EXISTING SIGN TO BE REMOVED
EXISTING SIDEWALK TO REMAIN
EXISTING COURTESY DOCK TO REMAIN
EXISTING BOAT RAMP TO REMAIN
KN
IC
KE
RB
O
CK
ER
R
O
AD
EXISTING PIPE FENCE
TO REMAIN
FENCE/GATE
LEGEND
COFFERDAM
LIMITS OF EXISTING
ASPHALT PAVING
LAKE BOTTOM
REGRADE
OVERHEAD
ELECTRIC
PROTECT TREES DURING
CONSTRUCTION (RE: DT-06)
PROTECT TREES DURING
CONSTRUCTION (RE: DT-06)
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
PROTECT TREES DURING
CONSTRUCTION (RE: DT-06)
86 LF OF EXISTING PIPE FENCE TO BE
REMOVED DURING CONSTRUCTION
EXISTING TREES
TO BE REMOVED
CONSTRUCTION
STAGING AREA
LIMITS OF PAVING
NOTES:
1. COURTESY DOCKS SHOWN FOR REMOVAL ARE TO
BE RETURNED TO THE CITY OF SAN ANGELO FOR
FUTURE USE.
2. LIMITS OF PAVING HAVE BEEN IDENTIFIED.
PARKING AREAS MAY EITHER BE RESURFACED
(OPTION A) OR RECONSTRUCTED (OPTION B).
WHERE FULL DEPTH RECONSTRUCTION IS NEEDED,
THOSE AREAS HAVE BEEN IDENTIFIED AS SHOWN.
/1
5/
6/
/2
7/ 7/
7/ 7/ th is sh ee t, ad ju st sc al e.
dr aw in g.
If n ot o ne in ch o n
Ba r i s o ne in ch o n or ig
E N
O
. VE
RI
FY
S
CA
LE
DA
TE
BY
F&
N
JO
B N
O
FI
LE
N
AM
E
SA
N
7/ 7/
CH
EC
KE
D
RE
VI
SE
D
DR
AW
N
DE
SI
GN
ED
DA
TE
CI
TY
O F
SA
N
A N
GE
LO
LA
KE
N
AS
W O
RT
HY
IM
PR
O
VE
M
EN
TS
Plot Date: 7/6/2023 3:02 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-DEMO.dwg
CV
-S
DN
-P
L-
DE
M O
.d w g
La st
S av ed : 7
/6 /2
2:
d
By : 0
Fi le na m e:
N
IF
\B as e\
CV
-S
DN
-P L-
DE
M
O .d w g
AC
AD
R el
: 2 4.
2s (L
M S
Te ch
FINAL DESIGN
Fr ee se a nd N ic ho ls, In c.
Te xa s R eg ist er ed
E ng in ee rin g
Fi rm
F -2
B ro ad w ay S tr ee t Su ite
Lu bb oc k, T ex as
Ph on e
6)
-2
W eb w w w .fr ee se
.c om
CI
VI
L
RE
M
O
VA
L
PL
AN
SO
U
TH
C O
N
CH
O D
RI
VE
B O
AT
R
AM
P
D-02
DA
P
M
SJ
KM
M --
COURTESY DOCK TO BE REMOVED
INSTALL COFFERDAM
AND DEWATER AREA
EXISTING BOAT RAMP TO BE
REMOVED
LIMITS OF PAVING
SOUTH CONCHO DRIVE
EXISTING SIDEWALK TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING SIGN TO REMAIN
LEGEND
OVERHEAD
ELECTRIC
COFFERDAM
LIMITS OF EXISTING
ASPHALT PAVING
ASPHALT
REMOVAL
CONCRETE
REMOVAL
PROTECT TREES DURING CONSTRUCTION (RE: DT-06)
TREE TO BE REMOVED
PROTECT TREE
DURING
CONSTRUCTION
(RE: DT-06)
NOTES:
1. COURTESY DOCKS SHOWN FOR REMOVAL ARE TO
BE RETURNED TO THE CITY OF SAN ANGELO FOR
FUTURE USE.
2. LIMITS OF PAVING HAVE BEEN IDENTIFIED.
PARKING AREAS MAY EITHER BE RESURFACED
(OPTION A) OR RECONSTRUCTED (OPTION B).
WHERE FULL DEPTH RECONSTRUCTION IS NEEDED,
THOSE AREAS HAVE BEEN IDENTIFIED AS SHOWN.
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
/1
5/
6/
/2
7/ 7/
7/ 7/ th is sh ee t, ad ju st sc al e.
dr aw in g.
If n ot o ne in ch o n
Ba r i s o ne in ch o n or ig
E N
O
. VE
RI
FY
S
CA
LE
DA
TE
BY
F&
N
JO
B N
O
FI
LE
N
AM
E
SA
N
7/ 7/
CH
EC
KE
D
RE
VI
SE
D
DR
AW
N
DE
SI
GN
ED
DA
TE
CI
TY
O F
SA
N
A N
GE
LO
LA
KE
N
AS
W O
RT
HY
IM
PR
O
VE
M
EN
TS
Plot Date: 7/6/2023 3:07 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-DEMO.dwg
CV
-S
DN
-P
L-
DE
M O
.d w g
La st
S av ed : 7
/6 /2
3:
d
By : 0
Fi le na m e:
N
IF
\B as e\
CV
-S
DN
-P L-
DE
M
O .d w g
AC
AD
R el
: 2 4.
2s (L
M S
Te ch
FINAL DESIGN
Fr ee se a nd N ic ho ls, In c.
Te xa s R eg ist er ed
E ng in ee rin g
Fi rm
F -2
B ro ad w ay S tr ee t Su ite
Lu bb oc k, T ex as
Ph on e
6)
-2
W eb w w w .fr ee se
.c om
CI
VI
L
RE
M
O
VA
L
PL
AN
BE
AT
Y
RO
AD
B O
AT
R
AM
P
D-03
DA
P
M
SJ
KM
M --
EXISTING BOAT RAMP TO BE
REMOVED
INSTALL COFFERDAM
AND DEWATER AREA
DEBRIS FIELD TO BE
CLEARED
ADDITIONAL COFFERDAM
DEWATER AREA AND
REMOVE DEBRIS
EXISTING COURTESY DOCK TO BE
REMOVED
EXISTING DUMPSTER
TO BE RELOCATED
PROTECT TREE
DURING
CONSTRUCTION
(RE: DT-06)
PROTECT TREE
DURING
CONSTRUCTION
(RE:DT-06)
EXISTING GRAVEL ROAD TO BE
REUSED FOR SITE GRADING
BE
AT
Y
RO
ADEXISTING POWER POLE
TO BE RELOCATED
EXISTING SIDEWALK
TO BE REMOVED
FENCE/GATE
LEGEND
OVERHEAD
ELECTRIC
COFFERDAM
ASPHALT
RESURFACING
NOTE:
COURTESY DOCKS SHOWN FOR REMOVAL ARE TO BE
RETURNED TO THE CITY OF SAN ANGELO FOR FUTURE
USE.
ASPHALT
REMOVAL
EXISTING GUY WIRES
TO BE RELOCATED
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
CLEARING AND
GRUBBING
GRAVEL TO
BE REUSED
EXISTING TRASH
RECEPTACLES TO BE
REMOVED
CONCRETE
REMOVAL
LIMITS OF PAVING
LIMITS OF PAVING
LIMITS OF PAVING
LIMITS OF PAVING
/1
5/
6/
/2
7/ 7/
7/ 7/
27.0'
60°
10.0'(TYP)
45.0'
(TYP)
35.0'
.0
71.5'
15.8'
.0
9.5'
(TYP)
.0
(T
YP
.1
.7'
4.0'
R75.0'
120 121
PAVING TABLE
POINT
NO.
NORTHING
10472190.45
10472156.66
10472150.93
10472148.71
10472129.97
10472097.94
10472033.76
10472065.18
10472096.65
10472095.61
10472108.08
10472115.43
10472130.58
10472139.86
10472154.19
10472179.66
10472195.17
10472170.38
10472184.48
10472188.03
EASTING
2248001.38
2247993.38
2248016.76
2248025.42
2248036.08
2248026.72
2248201.89
2248289.39
2248309.01
2248311.20
2248318.09
2248306.31
2248274.74
2248258.28
2248186.25
2248191.31
2248114.66
2248109.73
2248024.81
2248262.90
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
SW
SHEET
SEQ.
th is sh ee t, ad ju st sc al e.
dr aw in g.
If n ot o ne in ch o n
Ba r i s o ne in ch o n or ig
E N
O
. VE
RI
FY
S
CA
LE
DA
TE
BY
F&
N
JO
B N
O
FI
LE
N
AM
E
SA
N
/1
6/
CH
EC
KE
D
RE
VI
SE
D
DR
AW
N
DE
SI
GN
ED
DA
TE
CI
TY
O F
SA
N
A N
GE
LO
LA
KE
N
AS
W O
RT
HY
IM
PR
O
VE
M
EN
TS
Plot Date: 7/5/2023 4:47 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-SITE.dwg
CV
-S
DN
-P
L-
SI
TE
.d w g
La st
S av ed : 7
/5 /2
:4 d
By : 0
Fi le na m e:
N
IF
\B as e\
CV
-S
DN
-P L-
SI
TE
.d w g
AC
AD
R el : 2
4.
2s
(L M
S Te ch
FINAL DESIGN
Fr ee se a nd N ic ho ls, In c.
Te xa s R eg ist er ed
E ng in ee rin g
Fi rm
F -2
B ro ad w ay S tr ee t Su ite
Lu bb oc k, T ex as
Ph on e
6)
-2
W eb w w w .fr ee se
.c om
CI
VI
L
S
IT
E
LA
YO
U
T
PL
AN
KN
IC
KE
RB
O
CK
ER
R O
AD
B
O
AT
R
AM
P
C-01
DA
P
M
SJ
KM
M --
PROPOSED SIDEWALK TO
COURTESY DOCK (RE: DT-02)
PROPOSED COURTESY DOCK
INSTALL COFFERDAM
AND DEWATER AREA
PROPOSED ROCK BANK
PROTECTION (TYP)
(RE: DT-06)
REGRADE LAKE BOTTOM TO
REMOVE TROUGH AND BERM
AND EXTEND CONCRETE RAMP
TO LIMITS SHOWN
PROPOSED BOAT RAMP (RE: C-04)
PROPOSED SIGN
(RE: DT-05)
PROPOSED 18"
HEADER CURB
(TYP) (RE: DT-02)
LEGEND
REGRADE AREA
KN
IC
KE
RB
O
CK
ER
R
O
AD
.5
EXISTING SECURITY
LIGHTING TO REMAIN EXISTING SECURITY
LIGHTING TO REMAIN
R16.0'
R74.0'
EXISTING BOAT RAMP TO REMAIN
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400.
2. ALL CURB DIMENSIONS SHOWN ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
3. ALL EXISTING UTILITIES SHOWN ON THIS PLAN
ARE APPROXIMATE BASED ON OBSERVATIONS
FROM SURVEY DATA AND DATA OBTAINED FROM
CITY OF SAN ANGELO GIS. CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES.
4. COURTESY DOCKS SHALL BE MANUFACTURED BY
EZ DOCK (RE:DT-01) OR APPROVED EQUAL.
5. LIMITS OF PAVING HAVE BEEN IDENTIFIED.
PARKING AREAS MAY EITHER BE RESURFACED
(OPTION A) OR RECONSTRUCTED (OPTION B).
WHERE FULL DEPTH RECONSTRUCTION IS NEEDED,
THOSE AREAS HAVE BEEN IDENTIFIED AS SHOWN.
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
PAINT STRIPE
PROPOSED
COURTESY
DOCK
RIPRAP
PROPOSED
CONCRETE
SAWTOOTH CURB
ADA PARKING
SIGN (RE: DT-03)
LIMITS OF ASPHALT
PAVING
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/
209 210
217218
204 PAVING TABLE
POINT
NO.
NORTHING
10463390.49
10463296.14
10463289.85
10463291.57
10463298.09
10463330.51
10463377.61
10463320.17
10463308.14
10463279.40
10463259.85
10463195.66
10463184.64
10463119.52
10463072.60
10463054.95
10463273.18
10463300.99
EASTING
2250642.44
2250701.20
2250719.79
2250724.02
2250726.77
2250713.58
2250829.37
2250852.74
2250860.33
2250869.31
2250861.07
2250887.18
2250878.60
2250870.11
2250878.37
2250834.97
2250854.03
2250842.72
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
SW
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
RAMP
RAMP
SHEET
SEQ.
th is sh ee t, ad ju st sc al e.
dr aw in g.
If n ot o ne in ch o n
Ba r i s o ne in ch o n or ig
E N
O
. VE
RI
FY
S
CA
LE
DA
TE
BY
F&
N
JO
B N
O
FI
LE
N
AM
E
SA
N
/1
6/
CH
EC
KE
D
RE
VI
SE
D
DR
AW
N
DE
SI
GN
ED
DA
TE
CI
TY
O F
SA
N
A N
GE
LO
LA
KE
N
AS
W O
RT
HY
IM
PR
O
VE
M
EN
TS
Plot Date: 7/5/2023 4:49 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-SITE.dwg
CV
-S
DN
-P
L-
SI
TE
.d w g
La st
S av ed : 7
/5 /2
:4 d
By : 0
Fi le na m e:
N
IF
\B as e\
CV
-S
DN
-P L-
SI
TE
.d w g
AC
AD
R el : 2
4.
2s
(L M
S Te ch
FINAL DESIGN
Fr ee se a nd N ic ho ls, In c.
Te xa s R eg ist er ed
E ng in ee rin g
Fi rm
F -2
B ro ad w ay S tr ee t Su ite
Lu bb oc k, T ex as
Ph on e
6)
-2
W eb w w w .fr ee se
.c om
CI
VI
L
SI
TE
L
AY
O U
T
PL
AN
SO
U
TH
C O
N
CH
O D
RI
VE
B O
AT
R
AM
P
C-02
DA
P
M
SJ
KM
M --
INSTALL COFFERDAM
AND DEWATER AREA
PROPOSED BOAT RAMP
(RE: C-05)
.0
(T
YP
40.0'
(TYP)
.0
.5
4.0'
10' 33 .0
30.0'
75.0'
45.0'
(TYP)
10.0'
(TYP)
45.0'(TYP)
.0
°24 .0
PROPOSED COURTESY DOCK
PROPOSED SIGN
(RE: DT-05)
PROPOSED ROCK BANK
PROTECTION (TYP)
(RE: DT-06)
SAWTOOTH CURB
(RE: S-T-2/DT-02)
CURB TERMINUS (RE: DT-03)
CONCRETE WHEEL STOP (TYP)
(RE: DT-02)
PROPOSED SIDEWALK
TO DOCK (RE:DT-02)
PROPOSED GATE
(RE: DT-05)
SOUTH CONCHO DRIVE
R5.0'
R15.0'
R15.0'
R3.0'
R15.0'
R5.0'
R3.0'
R3.0'
R3.0'
33.1'
36.0'
LEGEND
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400.
2. ALL CURB DIMENSIONS SHOWN ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
3. ALL EXISTING UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE BASED ON OBSERVATIONS FROM
SURVEY DATA AND DATA OBTAINED FROM CITY OF
SAN ANGELO GIS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES.
4. COURTESY DOCKS SHALL BE MANUFACTURED BY
EZ DOCK (RE:DT-01) OR APPROVED EQUAL.
5. CONCRETE WHEEL STOPS SHALL BE PRECAST
CONCRETE PARKING BLOCKS MANUFACTURED BY
VAUGHN CONCRETE PRODUCTS (RE:DT-02), OR
APPROVED EQUAL.
6. LIMITS OF PAVING HAVE BEEN IDENTIFIED.
PARKING AREAS MAY EITHER BE RESURFACED
(OPTION A) OR RECONSTRUCTED (OPTION B).
WHERE FULL DEPTH RECONSTRUCTION IS NEEDED,
THOSE AREAS HAVE BEEN IDENTIFIED AS SHOWN.
PAINT STRIPE
PROPOSED
COURTESY
DOCK
RIPRAP
PROPOSED
CONCRETE
SAWTOOTH CURB
CURB TERMINUS (RE: DT-03)
PROPOSED 18"
HEADER CURB (TYP)
(RE: DT-02)
10.0'
(TYP)
ADA PARKING SIGN
(RE: DT-03)
FULL DEPTH ASPHALT
PAVING
11'
CURB TERMINUS (RE: DT-03)
.5
25'
8'
21.5'
25.5'
.5
LIMITS OF ASPHALT
PAVING
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/
WM
304305
306307
319320
323 324
PAVING TABLE
POINT
NO.
NORTHING
10474352.22
10474335.13
10474313.61
10474311.17
10474311.81
10474340.02
10474269.80
10474202.15
EASTING
2250113.71
2250126.93
2250123.95
2250120.82
2250115.89
2250094.26
2250002.65
2250008.90
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PAVING TABLE
POINT
NO.
NORTHING
10474172.27
10474147.72
10474110.25
10474184.52
10474213.10
10474218.01
10474223.69
10474220.75
EASTING
2250011.70
2250014.04
2250106.06
2250202.14
2250180.12
2250180.76
2250188.13
2250209.96
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PAVING TABLE
POINT
NO.
NORTHING
10474213.48
10474268.65
10474247.22
10474199.63
10474213.14
10474227.09
10474241.43
10474254.04
EASTING
2250215.57
2250172.56
2250169.51
2250107.74
2250074.91
2250073.04
2250078.94
2250095.31
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PAVING TABLE
POINT
NO.
NORTHING
10474250.39
10474214.46
10474242.65
10474284.24
10474290.20
10474284.52
10474156.29
10474160.28
EASTING
2250104.12
2250108.77
2250145.46
2250140.08
2250143.93
2250160.95
2250013.22
2250012.84
POINT
DESCRIPTION
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
PVMT EDGE
SW
SW
PAVING TABLE
POINT
NO.
NORTHING
10474214.16
10474218.14
10474238.70
10474248.66
10474222.65
10474229.21
10474167.97
10474197.85
EASTING
2250007.83
2250007.46
2249995.00
2249994.07
2250001.52
2250000.91
2249965.14
2249962.38
POINT
DESCRIPTION
SW
SW
CONC
CONC
CONC
CONC
RAMP
RAMP
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Plot Date: 7/7/2023 8:44 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-SITE.dwg
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10.0'
(TYP)
60°
5.0'
.0
.0
' 31.3'
15.0'
.0
PROPOSED CONCRETE PAD FOR
FUTURE FISH CLEANING STATION
(RE:DT-03)
PROPOSED GATE (RE: DT-05)
PROPOSED SIGN (RE: DT-05)
PROPOSED ADDITIONAL COURTESY DOCK (ALT)
INSTALL COFFERDAM AND DEWATER AREA
PROPOSED COURTESY DOCK
PROPOSED SIDEWALK TO
COURTESY DOCK (RE: DT-02)
.0
F- F
.0
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BE
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RELOCATED SECURITY
LIGHT POLE
PROPOSED CONCRETE
PAD FOR DUMPSTER
RELOCATION
(RE:DT-03)
2" ELECTRICAL CONDUIT FOR FISH
CLEANING STATION LIGHTING
10.0'
(TYP)
45.0' (TYP)
45.0' (TYP)
47.1'
75.0'
APPROXIMATE LOCATION OF
EXISTING 12" WATER MAIN
PROPOSED 2" WATER SERVICE
LINE FOR FISH CLEANING STATION
R3.0'
R15.0'
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
SERVICE SADDLE
(RE:DT-07)
R15.0'
R20.0'
R15.0'
R3.0'
R15.0'
ASPHALT PAVEMENT REPAIR
(RE: DT-03)
SAWTOOTH CURB
LEGEND
OVERHEAD
ELECTRIC
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400.
2. ALL CURB DIMENSIONS SHOWN ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
3. ALL EXISTING UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE BASED ON OBSERVATIONS FROM
SURVEY DATA AND DATA OBTAINED FROM CITY
OF SAN ANGELO GIS. CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITIES.
4. COURTESY DOCKS SHALL BE MANUFACTURED BY
EZ DOCK (RE:DT-01) OR APPROVED EQUAL.
5. FISH CLEANING STATION CANOPY SHALL BE "SSH
12'X'12'" MANUFACTURED BY POLIGON, OR
APPROVED EQUAL.
6. FISH CLEANING TABLE SHALL BE "THE CHASE" 6-FT
FISH CLEANING STATION MANUFACTURED BY
SEAWARD SYSTEMS OR APPROVED EQUAL.
PAINT STRIPE
PROPOSED
COURTESY
DOCK
RIPRAP
PROPOSED
CONCRETE
FULL DEPTH
ASPHALT PAVING
FULL DEPTH ASPHALT PAVING
CURB TERMINUS (RE: DT-06)
TIE-IN TO EXISTING CURB
PROPOSED ROCK BANK
PROTECTION (TYP)
(RE: DT-06)
PROPOSED BOAT RAMP
(RE: C-06) 45
.0
TY
P)
R5.0' R5.0'
GATE VALVE, WATER
METER AND METER BOX
(RE:DT-07) PROPOSED
WATER LINE
ADA PARKING
SIGN (RE: DT-03)
FUTURE FISH CLEANING STATION
(SEE NOTES 5 AND 6)
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GATE 4'WOOD
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GATE
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AutoCAD SHX Text
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8"ASH
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CP#52
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UNKNOWN UTILITY
AutoCAD SHX Text
SPEED LIMIT 35 SIGN
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(3)GUY
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MISC WOOD POST
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DUMPSTER FOR COMMERCIAL USE SIGN
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ENTER NUMBER TO WIN SIGN
AutoCAD SHX Text
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AutoCAD SHX Text
SN KAREN D. ABBOT PARK AND BOA
AutoCAD SHX Text
(3)15"MESQUITE
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AutoCAD SHX Text
TBM#102 ELEV=1878.48
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ELEV=1876.67 FL 12"CMP
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ELEV=1876.48 FL 12"CMP
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02861 Snapshot
0.86%
-1 .8
5%
-1.14%
.0
0%
-0 .1
5%0.40%
-4 .3
0%
1875.86
1875.66
1875.55
1876.19
1876.27
1876.27 1876.27
1876.77
1876.16
1875.86
1875.92
1875.58
1875.52
1875.77
1876.00
1875.58
1866.48
1866.53
1876.24
1877.18
1876.74
1877.46
1877.46
1876.73
1868.55
1868.50
1874.25
1873.00
-4 .50
1875.96
1876.03 1875.98
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Plot Date: 6/23/2023 2:11 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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AN
KN
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RB
O
CK
ER
C-04
DA
P
M
SJ
KM
M --
PROPOSED COURTESY DOCK
MATCH EXISTING
DRIVEWAY
PROPOSED 18"
HEADER CURB (TYP)
(RE:DT-02)
EXISTING PARKING LOT TO
BE RESURFACED
KN
IC
KE
RB
O
CK
ER
R
O
AD
EXISTING RAMP TO REMAIN
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PROPOSED SIDEWALK
LEGEND
RESURFACE
OVERHEAD
ELECTRIC
PROPOSED
CONTOUR
EXISTING
CONTOUR
ROCK BANK PROTECTION
(RE: DT-06)
ROCK BANK PROTECTION
(RE: DT-06)
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400; SEE SHEET DT-01 FOR MORE
INFORMATION.
2. FOR PARKING LOT LAYOUT AND DIMENSIONS, SEE
SHEET C-03.
3. ELEVATIONS SHOWN ARE EDGE OF
PAVEMENT/GUTTER GRADES UNLESS OTHERWISE
NOTED.
1880.00 PROPOSED SPOT
ELEVATION
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/
70 LF SAWTOOTH CURB
(RE: DT-02)
CURB AND GUTTER
(RE: DT-02)
PROPOSED SIDEWALK
(RE: DT-02) 1870
-15.94%
-2.00%
-0 .4
2%
0.12%
-0.91%
1874.64
1874.11 1872.87
1873.56 1873.56
1873.26 1872.86
1873.67 1874.30
1874.53
1874.98
1874.84
1875.84
1874.96 1874.91
1874.77
1874.72
1875.14
1875.57
1874.97
1868.28 1868.28
1873.76
1874.281874.19
63 LF SAWTOOTH CURB
(RE: DT-02)
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Plot Date: 6/23/2023 2:11 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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EXISTING PARKING LOT
TO BE RESURFACED
SOUTH CONCHO DRIVE
PROPOSED
CONTOUR
EXISTING
CONTOUR
ROCK BANK PROTECTION
(RE: DT-06)
ROCK BANK PROTECTION
(RE: DT-06)
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400; SEE SHEET DT-01 FOR MORE
INFORMATION.
2. FOR PARKING LOT LAYOUT AND DIMENSIONS, SEE
SHEET C-03.
3. ELEVATIONS SHOWN ARE EDGE OF
PAVEMENT/GUTTER GRADES UNLESS OTHERWISE
NOTED.
PROPOSED SPOT
ELEVATION
SAWCUT EXISTING
PAVEMENT (RE: 3/DT-02)
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/
115 LF SAWTOOTH CURB AND GUTTER
(SEE DETAIL S-T-2 ON SHEET DT-02)
1875.49
1883.00 1885.13
1884.95
1885.11 1885.39
1886.79
1883.67
1884.72
1884.19
1882.79 1882.52
1882.761881.34
1880.51
1879.371877.98
1877.34
1877.53
1879.99
1882.45
1882.85
1881.481881.50
1881.23
1879.48 1875.00
1875.00
1875.00
1867.52
1867.52
-7.52%
-1.75%
-4.71%
-2.88%
-0 .5
7%
-2 .2
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-4 .9
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5%
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7%
-16.00%
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0%
1875.11 -7.23%
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3:1
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1875.991875.82
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Plot Date: 7/7/2023 8:38 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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AT
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RO
AD
NOTES:
1. BOAT RAMPS AND ASSOCIATED PARKING SHALL
COMPLY WITH U.S. ARMY CORPS OF ENGINEERS,
ENGINEERING AND DESIGN, RECREATION FACILITY
AND CUSTOMER SERVICE STANDARDS, EM
1110-1-400; SEE SHEET DT-01 FOR MORE
INFORMATION.
2. FOR PARKING LOT LAYOUT AND DIMENSIONS, SEE
SHEET C-03.
3. ELEVATIONS SHOWN ARE EDGE OF
PAVEMENT/GUTTER GRADES UNLESS OTHERWISE
NOTED.
4. ALL PROPOSED CURB AND GUTTER SHOWN SHALL
BE STANDARD CURB AND GUTTER PER COSA
PLATE DETAIL S-T-1 (RE: DT-02) UNLESS
OTHERWISE NOTED.
5. FISH CLEANING STATION CANOPY SHALL BE "SSH
12'X12'" MANUFACTURED BY POLIGON, OR
APPROVED EQUAL.
6. FISH CLEANING TABLE SHALL BE "THE CHASE" 6-FT
FISH CLEANING STATION MANUFACTURED BY
SEAWARD SYSTEMS OR APPROVED EQUAL.
LEGEND
OVERHEAD
ELECTRIC
PROPOSED
CONTOUR
EXISTING
CONTOUR
ROCK BANK PROTECTION
(RE: DT-06)
ROCK BANK PROTECTION
(RE: DT-06)
12'X12' CONCRETE SLAB FOR
FUTURE FISH CLEANING STATION
(SEE NOTES 5 AND 6)
F.F. EL. 1875.57
CONCRETE DUMPSTER PAD
F.F.EL. 1875.11
1880.00 PROPOSED SPOT
ELEVATION
RIDGE
FULL DEPTH
RECONSTRUCTION
EXISTING OVERHEAD ELECTRICAL
LINES IN AREA CONTACT UTILITY 48
HOURS PRIOR TO CONSTRUCTION
CAUTION!!!
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AutoCAD SHX Text
HEATHER RAE KEISTER
AutoCAD SHX Text 100095
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
OE
AutoCAD SHX Text
02861 Snapshot
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Plot Date: 6/23/2023 2:11 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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Plot Date: 6/23/2023 2:12 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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Plot Date: 6/23/2023 2:12 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-PL-GRAD.dwg
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Plot Date: 6/23/2023 2:12 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
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Plot Date: 6/23/2023 2:12 PM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
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1' M
IN
HEAD OF RAMP
RAMP TOE
TYPICAL LOW WATER
ORDINARY HIGH WATER
CONCRETE RAMP
12 - 16% SLOPE
15'
VERTICAL
CURVE
4' M
IN
DRAWING NO. E-3
BOAT RAMP SECTION
NOTES:
1. UPPER LIMIT OF LAUNCH LANE EXTENDS A MINIMUM OF 1
FOOT ABOVE ORDINARY HIGH WATER ELEVATION.
2. LOWER LIMIT OF A LAUNCH LANE EXTENDS A MINIMUM OF 4
FEET BELOW THE TYPICAL LOW WATER ELEVATION.
EM 1110-1-400
01 NOV 04
'-0
" R
AM
P
AP
RO
N
15' 15'
LANE 1 LANE 2
TO COURTESY DOCK
SIDEWALK
HEAD OF
RAMP
60°
1" 1" 1" 1" 1" 1" 1"
1"
V-GROOVE
DETAIL
DRAWING NO. E-4
BOAT RAMP - 2 LANES
NOTES:
1. CONCRETE RAMP APPROACH APRON
MINIMUM 75 FEET DIAMETER.
2. V-GROOVE FINISH.
12"
6" MIN. REINFORCED
CONCRETE RAMP
6" MIN. SUB BASE
V-GROOVE CONCRETE
REINFORCED CONCRETE RETAINING
WALL 2' DEEP
RIP RAP
GEOTEXTILE FABRIC
WEEP HOLE
DRAWING NO. E-6
LAUNCH RAMP RETAINING WALL
EM 1110-1-400
01 NOV 04
EM 1110-1-400
01 NOV 04
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Plot Date: 7/6/2023 11:22 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
CV
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Plot Date: 7/6/2023 11:22 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
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SAWCUT LOCATION
AS SHOWN IN PLANS
ASPHALT PAVEMENT (TY C)
(TACK COAT SIDE AND BOTTOM SURFACES)
PROPOSED ASPHALT
PROPOSED SUBGRADE
SAWCUT ADDITIONAL
NEAT EDGE FOR
OVERLAP
EXISTING ASPHALT
EXISTING SUBGRADE
1'
EDGE OF PAVEMENT
NEW PAVEMENT
RECESS 1" AND GROUT
FLUSH WITH TOP
#5 REBAR 18"
LONG, 2 PER STOP
#4 REBAR 5'-6"/10'-6"
LONG, 2 PER STOP
SECTION
8"
2" 4" 2" 6'
2"
2'-6"
8" COMPACTED SUBGRADE
2" HOT MIX ASPHALT
PRIME COAT6" COMPACTED BASE
1 CONCRETE WHEEL STOP DETAIL
NOT TO SCALE
2 NEW ASPHALT TIE TO EXISTING ASPHALT
NOT TO SCALE
3 ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOTES:
1. HOT MIX ASPHALT: TYPE D.
2. PRIME COAT: MC-30 AT RATE OF 0.30 GAL/SY.
3. COMPACTED BASE: CRUSHED LIMESTONE, TYPE A, GRADE 2. COMPACT
TO AT LEAST 97% MODIFIED PROCTOR DENSITY.
4. COMPACTED SUBGRADE: SCARIFY, MOISTURE CONDITION, AND COMPACT
THE TOP 8" TO AT LEAST 95% STANDARD PROCTOR DENSITY AT A
MOISTURE CONTENT WITHIN ±2% POINTS OF THE OPTIMUM MOISTURE
CONTENT. LIME TREATMENT SHALL BE 8% DRY LIME OR LIME SLURRY BY
WEIGHT, AS DETERMINED BY FIELD CONDITIONS.
/1
5/
6/
/2
7/ 7/
7/ 7/
7/ 7/
PAVEMENT
CURB
5'-0"
6" 6"
2"
2 CURB TERMINUS DETAIL
NOT TO SCALE
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Plot Date: 7/6/2023 11:23 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
CV
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Plot Date: 7/6/2023 11:23 AM Plot By: 02861 Filename: N:\IF\Base\CV-SDN-DT-DETAIL.dwg
CV
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4" WIDE PAINTED WHITE STRIPES
(TYP.)45° (TYP.)(TYP.)
3'-0"
HANDICAP PARKING
STRIPING DETAIL
NOT TO SCALE
2' -0
CONCRETE FOOTING
3' -0
12"Ø
*2" I.D. PIPE
2"Ø & 3"Ø STEEL
SIGN POST IN VINYL
SLEEVE
PROVIDE BREAKAWAY
1" (T
YP
3"
CONNECTION
12"
3 ADA PARKING SIGN
NOT TO SCALE
* SIGN POST TO BE LOCATED AT BACK OF
SIDEWALK AS INDICATED ON PAVING
PLAN SHEET
FINISH GRADE
5' -0
R7-8-MOD-VAN
PARKING
RESERVED
RESERVED AND VAN
ACCESSIBLE PARKING SIGN
NOT TO SCALE
VAN
ACCESSIBLE
V…
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